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PROP.STOP SIGN(R1-1) e a STREET NAME SIGN(PER CITY OF BELMONT STANDARDS)
PROP.SPEED LIMIT SIGN(R2-1)18"X24"(25 MPH UNLESS OTHERWISE NOTED)
i•P PROP.NO PARKING SIGN(R7-1)
PMTMIll
PROP.NO SWIMMING/FISHING SIGN
PROP.MERGE LANE SIGNS(SEE NCDOT DTL.1205.13)
41110111111111101111144
4110
- PROP.TRAFFIC CIRCLE"YIELD SIGN"(R1-2 WITH R6-5P)
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(IN FEET) / ��� ORIGINAL DATE: 05115I2024
1 INCH=100 FT. SHEET:
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C7.0
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SHEA HOMES CAROLINA, LLC. 1 SCM 5 �\ � ♦ \ PROP.NO SWIMMING/FISHING SIGN
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8,158,407 S0. FT. n\ 22 ^, llii,Y 14_2�^ 1 '/���,\ \187 291 AC `/ i1 / \\ / S \ \ PROP.MERGE LANE SIGNS(SEE NCDOT DTL.1205.13)
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,28 (IN FEET) \��
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8
LEGEND °' - Q m
a a -
TREE SAVE: y o 2 E y 2 N
TREE SAVE PROP.CONCRETE SIDEWALK Q a o 3 m y
REQUIRED MINIMUM PHASE 1 TREE SAVE AREA:30%
NO. AREA(AC.) PHASE I SITE AREA=98.89 AC LL �$
PROP.SANITARY SEWER EASEMENT PHASE I TREE SAVE REQUIRED=98.89 X 30%=29.67 ACPHASE 1 . W
•CII iC ED.flN TREE SAVE PROVIDED=35.29 AC.=35.7%
1 -
14.2 PROP.STORM WATER REQUIRED MINIMUM OVERALL TREE SAVE AREA:30%
2 6.47 CONTROL(SCM)ESMT. ■•7■ ■� OVERALL SITE AREA=177.38 AC.
OVERALL TREE SAVE REQUIRED=177.38 X 30%=53.21 AC.
3 4.12 PROP.PHASE LINES -IMII IMI- OVERALL POTENTIAL TREE SAVE PROVIDED=353.21 AC.=30.0%
4 3.5
EXIST.STREAM TOP OF BANK
5 3.55
6 1.38 EXIST.UNDISTURBED BUFFER =222 PMTM4
PROP.UNDISTURBED NATURAL L1 L1 L1 L1 L1 L1 L1 L1 LJ
7 0.96 AND TREE SAVE AREAS 0 0 0 0 0 0 0 0❑
8 0.5 PROP.TREE PROTECTION FENCE 0 0 0 �`
9 0.61
ORIGINAL DRIP LINE=0.27 AC
TOTAL 35.29
FUTURE TREE SAVE#1 yyp111IICA 117j7j i�
EXIST. TREE
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AREA=NW(ACRES ` .• •• �. ��
EXIST. CANOPY GRAND TREE O.•• ti
TOTAL DRIP LINE ��f•• `••y9
DRIP LINE (TYP.) IMPACTED=0.01 AC(2Ei.3%)
LICENSE NO.:
FUTURE ADELINA-PHASE 2 ❑❑❑❑❑o❑a�-n 0 Q ° u u u F-1407
(SUBJECT TO CHANGE) ° ❑❑❑❑ ❑ ❑a-aQ❑ ❑❑❑ ■ ■ ■ ❑" ®® ;mot••
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EXIST. PROPERTY /I\ \ \\ `l `�P�' U ❑ ❑❑ ❑❑❑❑ ❑❑❑ ❑ [ EXIST. 37"- ❑❑ ■ ,. '-�' / 038830 c
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DATE: OSHSI2024
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1 INCH=100 FT.
Know what's below. C8.0
Call before you dig.

EXIST.PROPERTY -.Alto LEGEND M N T.N v
/l III W' I ,(J /' \ TREE SAVE. o m E, 2'
BOUNDARY(TYP.) a A ���a+'�f`J� \ w y
TREE SAVE III-•'A" ■wrA ■ I ■ ■rj`r ■ ■ I• , / V PROP.CONCRETE SIDEWALK ,) m m y
��-���Q1�Q�I �l `�� �I �,� `\'/\/ 7.....2..::‘,
\ _ REQUIRED MINIMUM PHASE I TREE SAVE AREA 30% D Ot 33
,I ■II_'I/ ^ I�►�II , sr., �ir. • I/y►'I■' PHASE I SITE AREA 9889 AC. 0- a LL $omf
NO. AREA(AC.) /�//�� •'`4 � �� �4' PROP.SANITARY SEWER EASEMENT PHASE I TREE SAVE REQUIRED=98.89 x30%=29.87 AC. W
14.2 �I�J.III! \ ■ J`II I�f■ 1/1 ilf■ / �`4.►�- /\ G1 �6 PHASEI TREE SAVE PROVIDED=35.29 AC=35.]%
1 _ �•'+��I ■�■ ■ ❑❑ ■ :�II ��/' \ PROP.STORM WATER
1 \ REQUIRED MINIMUM OVERALL TREE SAVE AREA 30%
2 6.47 g'�I17■f r. ■/r 6 - --- ,■ ❑❑❑❑ ■f-�II • V - CONTROL(SCM)ESMT. ■�.1/�/ OVERALL SITE AREA=177.38 AC.
'' ' �, / \ \\ OVERALL TREE SAVE REQUIRED=177.38 X 30%=53.21 AC.
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3 4.12 _ .� / . ■ ,, p I• . r^i- ,/ // \� k ❑❑❑❑ \■-_ ■ 6, \ PROP.PHASE LINES -�MI OVERALL POTENTIAL TREE SAVE PROVIDED=t53.21 AC.=30.0
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4 3.5 � ■`�V/tP�� / \\ ❑ ❑ ly Q �♦�■ `\ I�� \\ EXIST.STREAM TOP OF BANK
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5 3.55 =_222 PMTM4
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\\\ ,�II ■�■ ■ E I.� �I\I \ J� ,\\ 1,■1 ❑❑❑❑ ❑D❑ ■ '� �,,,} � II,J,.._\ \\ EXIST.UNDISTURBED BUFFER
6 1.38 \ \,IIr. 9❑❑ ,�� \�� \ \\,/\ \\\�l ❑ ❑ ❑❑ ❑❑❑❑❑ .4-0.,-4.''+�/ ,�\ \\\ PROP.UNDISTURBED NATURAL I_J IJ IJ IJ IJ IJ IJ IJ I_J
7 0.96 _ ■�❑y�{el SCM 5 \ \ /" ❑❑ ❑❑o I❑'o❑ ❑❑ ❑ ■ ,4, �l f I \\\ AND TREE SAVE AREAS ❑Q Q Q Q Q Q Q❑
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8 0.5 ` \ I ❑ :Ir �\ \ 4. � ,i�` \ PROP.TREEPROTECTIONFENCE O O O
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187.291 AC. - � mF/ \ ❑ ❑❑ ❑IPRDP.TREE SAVE ❑ l�'' -iJ J�I \ \�N,CARS
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PROP.PHASE ,� /,/ ' • -� • S. 3
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SITE NOTES LEGEND o I ` I 0 W
1.STREET TREES SHALL BE PROVIDED IN A CONTINUOUS,REGULAR PATTERN PROP.STORM DRAINAGE EASEMENT(SDE) p_J MR `
il BETWEEN 40'TO 65'ON CENTER ALONG THE PUBLIC SIDEWALK. €o \ U Q
PROP.SANITARY SEWER EASEMENT
2.STREET TREES SHALL BE LOCATED NO CLOSER THAN 20'FROM ANY =-I ■ \ Q 2
2 STREET LIGHTING AS PROVIDED BY LOCAL UTILITY PROVIDER. PROP.GENERAL UTILITY EASEMENT J = Y... ( o
g 3.STREET TREES SHALL BE LOCATED NO CLOSER THAN 40'FROM ANY PROP.SIGHT TRIANGLE ' 1 cn
CONTROLLED INTERSECTION. .486. I Q U
4.PROPOSED PARKING SPACES SHALL BE PLACED WITHIN 60'OF A PROP.BMP EASEMENT E—•• \ JW6 QUALIFYING TREE PER SECTION 8.5.A. ❑
i PROP.TREE SAVE \ 0
2
5.SIGHT TRIANGLES SHOWN ARE THE MINIMUM REQUIRED. TYPE B BUFFER TO BE .4GRAND TREE TO REMAIN f \ 487. PLANTED DURING \ W
6.NO OBSTRUCTIONS,PLANTINGS,OR FENCING SHALL BE PERMITTED WITHIN \I FUTURE PHASE \ _
SIGHT TRIANGLES,STORM DRAINAGE EASEMENTS(SDE)AND SANITARY i
SEWER EASEMENTS. =-\
PROJECT INFORMATION
7.LIGHTING PLAN,IF REQUIRED,TO BE DESIGNED BY OTHERS. _ � \ PROJECT MANAGER: MM
8.IRRIGATION PLAN,IF REQUIRED,TO BE DESIGNED BY OTHERS. i \ DESIGNED BY: CNS
_ 811 0 GRAPHIC SCALE x/
9.ENTRY MONUMENTS PLAN TO BE DESIGNED AND PERMITTED BY OTHERS. \ DRAWN BY: CNS/ADH
10.SITE TRIANGLES 35'X 35'SHALL BE PRESERVED FOR ALL INTERSECTIONS \ PROJECT NUMBER: 23-00409
(TYP.).ADDITIONAL SIGHT TRIANGLES OF 10'X 70'SHALL BE PROVIDED FOR `i � - ORIGINAL DATE: 05/15)2024
ACCESS ONTO THOROUGHFARE,COMMERCIAL,AND NCDOT STREETS(TYP.).
(IN FEET) SHEET:
11.TOWN OF WAXHAW RETAINS THE RIGHT TO ACCESS THE PROJECT AT Know what's below. INCH= 40 FT. L1.O
O ANYTIME. Can before you dig.
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ADELINA STREET TREE CALCULATIONS(L1.1) SITE NOTES LEGEND -- �-. i0 n z ;I, 241
E y 4 N n
STREET RNV TOTAL STREET PLANTABLE STREET REQUIRED NUMBER PROVIDED NUMBER I.STREET TREES SHALL BE PROVIDED IN A CONTINUOUS,REGULAR PATTERN PROP.STORM DRAINAGE EASEMENT(SDE) E-J Q a a m� N m g
WIDTH LENGTH(LF)* LENGTH(LF)** OF TREES*** OF TREES BETWEEN 40'TO 65'ON CENTER ALONG THE PUBLIC SIDEWALK. d
74'PUBLIC RAN 1,540 1,311 20 20 PROP.SANITARY SEWER EASEMENT I ♦ /�/ (U U -,2 or S g
2.STREET TREES SHALL BE LOCATED NO CLOSER THAN 20'FROM ANY Eli'
/ W
61'PUBLIC RAN 1,324 1,168 18 16 STREET LIGHTING AS PROVIDED BY LOCAL UTILITY PROVIDER. PROP.GENERAL UTILITY EASEMENT E__JI �/%� /
51'PUBLIC RAN 380 288 4 q 3.STREET TREES SHALL BE LOCATED NO CLOSER THAN 40'FROM ANY PROP.SIGHT TRIANGLE �'/? II ! S
CONTROLLED INTERSECTION. 39"WHITE OAK
TOTAL STREET LENGTH=CENTERLINE OF STREET S2 PROP.BMP EASEMENT / --E#:3584
** PLANTABLE STREET LENGTH=TOTAL STREET LENGTH-INTERSECTIONS QUALIFYING4.PROPOSED PARKING SPACES SHALL BE PLACED WITHIN 60.0E A )>-v� J ♦ / lC�
TREE PER SECTION 6.5.A. PROP.TREE SAVE S TREE a:3578 / Sy
." REQUIRED NUMBER OF TREES=PLANTABLE STREET LENGTH/65
/ ,
5.SIGHT TRIANGLES SHOWN ARE THE MINIMUM REQUIRED. 45"WHITE OAK �F/.
ADELINA UNIT PLANT MATERIAL REQUIREMENTS L1.1 GRAND TREE TO REMAIN
( ) TREE a:3581 // 7
6.NOOBSTRUCTIONS,TRIS, DRAINAGE
A EEASEFENCINGMENTS
SHALL)BE PERMITTEDNIAWITHIN \/ 43"WHITE OP-- 1elia#.4
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UNIT TYPE TOTAL TOTAL TREES TOTAL TREES TOTAL SHRUBS TOTAL SHRUBS SIGHT TRIANGLES,STORM DRAINAGE EASEMENTS(SDE)AND SANITARYPMTMM1
UNITS REQ.* PROVIDED REQ.* PROVIDED SEWER EASEMENTS.
TREEa:3
47"WHITE C
30'ALLEY-LOADED TOWNS 24 72 72 288 288 7.LIGHTING PLAN,IF REQUIRED,TO BE DESIGNED BY OTHERS. ♦#:35rE OAK I /' REQUIRED PLANT MATERIAL CALCULATED USING SECTION 8.4.C.SEE TYPICAL LOT DETAILS FOR POTENTIAL LOT PLANTING LAYOUTS S.IRRIGATION PLAN,IF REQUIRED,TO BE DESIGNED BY OTHERS. / 63
(6)pUE NUT
9.ENTRY MONUMENTS PLAN TO BE DESIGNED AND PERMITTED BY OTHERS. /)��/-��) /*Sp ..41011111 ,
10.SITE TRIANGLES 35'X 35'SHALL BE PRESERVED FOR ALL INTERSECTIONS \,,, ( / 6/ 62
Typical Lot Detail /
(TYP.).ADDITIONAL SIGHT TRIANGLES OF 10'X 70'SHALL BE PROVIDED FOR �.l
ACCESS ONTO THOROUGHFARE,COMMERCIAL,AND NCDOT STREETS(TYP.). /
fi 1ypuNUgi
4.11.TOWN OFWAXHAW RETAINS THE RIGHT TO ACCESS THE PROJECT AT /m ...e /// / / �JY�`"(�`C'4RO ii�
-20'ALLEY - MEDIUM MATURING ANYTIME. /�` �\OGQ� / ilk 61 �� *���PpE pRCH�T'`1/�/*i
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REE(TYP.) ♦ / � �`{ / �/ / `11111111111////iiI
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MEDIU(MYPiTURING (9)CEL LAE / �I� TREE*Medium maturing•, trees to be lanted p1J ' no closer than 15'MP' from building structure.Substitute small maturing trees in areas where this tii s cannot be achieved. ♦ // 10'
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PROJECT INFORMATION
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A ♦ PROJECTMANAGER: MM
I SHEET-f --- L1.6 DESIGNED BY: CNS
\ L1.3L. DRAWN BY: CNS/ADH
\. PROJECT NUMBER: 23-00409
/ ORIGINAL DATE: 05/15/2024
8 SHEET:
L1.1
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ADELINA STREET TREE CALCULATIONS(L1.2) m n Ep 41
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STREET RIW TOTAL STREET PLANTABLE STREET REQUIRED NUMBER PROVIDED NUMBER 1 " a'" x- m g a
WIDTH LENGTH(LF)* LENGTH(LF)** OF TREES*** OF TREES SHEEt a .-2 o 3 e m
61'PUBLIC RAN 742 588 9 10 4 w ,,, g'` o m V
57'PUBLIC R/W 2,242 1,890 29 31 J
51'PUBLIC R/W 1,241 1,071 16 16 ,
TOTAL STREET LENGTH=CENTERLINE OF STREET X2 SHEETS / %%'�' \\ H �j
** PLANTABLESTREETLENGTH=TOTALSTREETLENGTH-INTERSECTIONS 'SHEET II�/,'/�4�Q/ 1.5.E `I�
*** REQUIRED NUMBER OF TREES=PLANTABLE STREET LENGTH/65 / l L1'0 f// / -11
N sae ■ L1 1 H' --— S111 H
ADELINA UNIT PLANT MATERIAL REQUIREMENTS(L1 2) / \ _ • /lam EET�
UNIT TYPE TOTAL TOTAL TREES TOTAL TREES TOTAL SHRUBS TOTAL SHRUBS /� �v �� / N�� i SHE— E ��1j/�/% ��♦ L7.� PIMMI;M:111
UNITS REQ.* PROVIDED REQ.* PROVIDED
30'ALLEY-LOADED TOWNS 13 39 39 156 156 A N L1.3
/ v v ti� /`
SINGLE-FAMILY(48'X125') 22 66 66 264 264 / / V _
/ / v /
44110
REQUIRED PLANT MATERIAL CALCULATED USING SECTION 8.4.C.SEE TYPICAL LOT DETAILS FOR POTENTIAL LOT PLANTING LAYOUTS / 69 / / _ J j
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Nv VICINITY MAP SCALE:1"=600'
SITE NOTES V / / v ❑ ❑ ❑ ■ 0,, n11b///
70 / O`� N CA 0/
1.STREET TREES SHALL BE PROVIDED IN A CONTINUOUS,REGULAR PATTERN \\ ?a• N -\ ❑ ❑ ❑ ❑ ���1E'µ'c R</7/♦
BETWEEN 40'TO 65'ON CENTER ALONG THE PUBLIC SIDEWALK. ^ / / / \\ SO / I ELIDES
Typical Lot Detail g#�=e°" cp='s
2.STREET TREES SHALL BE LOCATED NO CLOSER THAN 20'FROM ANY �v / 71 \ 1 ❑ ❑ ❑/- ❑ % p SJ3 o i
STREET LIGHTING AS PROVIDED BY LOCAL UTILITY PROVIDER. / - -20'ALLEY - MEDIUM MATURING 1
(`� / / / / \ i ❑ ❑ ■ ❑ ❑ ■ TREE(TYP.) � �,
3.STREET TREES SHALL BE LOCATED NO CLOSER THAN 40'FROM ANY
`r / / \ `f'q S5 d U
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4.PROPOSED PARKING SPACES SHALL BE PLACED WITHIN 60'OF A 5 J\ 72 / / \ ❑ ■ ///1111111111
/ N COMMON OPEN O 9 1
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5.SIGHT TRIANGLES SHOWN ARE THE MINIMUM REQUIRED. ...2,
\ '' /\ / / // / \N. ❑ ■ ■ ❑ ■ ``�NCARO�//j♦♦
6.NO OBSTRUCTIONS,PLANTINGS,OR FENCING SHALL BE PERMITTED WITHIN \\ / / ✓ ` •b Qf•"9♦�
SIGHT TRIANGLES,STORM DRAINAGE EASEMENTS(SDE)AND SANITARY • \\ / 73 / / ,�\ ❑ ■ ■ ❑ SMALL MATURING ••p'c, 4m
6EWER EASEMENTS. imiiiIIIIIIIIIIIIIII, How (2)NVS SVL qi� \\ , / / / / \ ® e TREE(TYP.) y
✓ / / v " ❑ ❑ G ■ SHRUB(TYP.)
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7.LIGHTING PLAN,IF REQUIRED,TO BE DESIGNED BY OTHERS. �.Will
\\ �� \\ • \ ■ ❑ ■ MEDIUMMATURING •*� ��G,��l��8.IRRIGATION PLAN,IF REQUIRED,TO BE DESIGNED BV OTHERS.
` / \ / / 74 / , �\ ■ ❑ ■ „ TREE(TYP.) �. /y/`.?"9.ENTRY MONUMENTS PLAN TO BE DESIGNED AND PERMITTED BV OTHERS. roI ` \ B / \ -_ , O *Medium maturing
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/ \ � r 09/25/2024
I �� FS / \ 11`� d� Le Q1j. no closer than 15'
(TYP.).ADDITIONAL SIGHT TRIANGLES OF IS'X 70'SHALL BE PROVIDED FOR ■ y A F`
ACCESS ONTO THOROUGHFARE,COMMERCIAL,AND NCDOT STREETS(TYP.). I IM] �� )-- ®r I y ` Gel/CjR�� // 75 '/� \\ \ ■ �� ��'_ . �� from building m a
� structure Substitute
11.TOWN OF WAXHAW RETAINS THE RIGHT TO ACCESS THE PROJECT AT , • \ 111111111176
j 11111"
� -- ' / / ■ small maturng trees
ANYTIME. ` I �V P ` ;. \ 4
J ' l \\ / / / / \ ■ in areas where this
a E 30'x 84'Alley-Load Towns cannot be acnieved.
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110
y� \ / LARGE MATURING
PROP.STORM DRAINAGE EASEMENT(SDE) _J �� �7-- 111111111,9
t PROP.SANITARY SEWER EASEMENT � , I I / / \ 77 ///// \ �� TREE(TYP.)
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PROP.SIGHT TRIANGLE 9 �••tv. __ -- I 1 \ j I \�\ 1 \ /// O 1 x
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GRAND TREE TO REMAIN ��� ,�yZ - L �U I I��\ T// \---I �� / �/ ���\
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_ ■�' ,r E 1 6 TAX Dls \ , - \ 48'x 125'Lot a
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_ ■ G ■ ■ ■ ■ ■ ■ ■ tl ■ ❑ h a ■ 0. ■ ■ ■ ❑ ■ ■ ■ ❑ ❑ \ _ -. ■7❑ ■ ■ ElPROJECT MANAGER: MM
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i .9 ■.■ ■ ■ ■ a ■ ■ ❑rail I'1 ■ ❑ ■ ■ ■'\ 'IL■ ❑ ■ a ■ ❑ ■ ■ /GRAPHIC SCALE 811 .Z� ❑ ❑ L DRAWN BY: CNS/ADH
_ o -� ❑ ❑ C,- ■ ■ ■ • ■ ■ ■ ■ ■ ■ ❑ ■ ■ ■ ❑ ■ ■ ■ []•■ ■ G ❑ �� ❑ ❑ PROJECT NUMBER: 23-00409
`�, 1 ❑ G ❑ ❑'5-nl ❑ ORIGINAL DATE: 05/15/2024
8 IN FEET en / '� ❑ ■ ❑ ■ ■C 4■ ■ ■ ❑ ■ ►�./■ ❑ ■ ■ ❑ ❑ ❑ ❑ ❑ `♦\
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SITE NOTES _o G Q
1.STREET TREES SHALL BE PROVIDED IN A CONTINUOUS,REGULAR PATTERN 0 M z 5 O g,> o
BETWEEN 40'TO 65'ON CENTER ALONG THE PUBLIC SIDEWALK. Co m w v w
2.STREET TREES SHALL BE LOCATED NO CLOSER THAN 20'FROM ANY SHEEP - ¢ U.8 00 a � ;
STREET LIGHTING AS PROVIDED BY LOCAL UTILITY PROVIDER. 4 - 2 "g2 P.w
3.STREET TREES SHALL LOCATED NO CLOSER THAN 40'FROM ANY
CONTROLLED INTERSECTION.
N. fN\\
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4.PROPOSED PARKING SPACES SHALL BE PLACED WITHIN 60.0FA IZIMMI
SFF SHFF�-C'.' SHEET"-L `s �'-��I7 H �)
QUALIFYING NGE SSPER OWNARETHESECTION . \ �7 .SHEET w � \ 'I.5
S.SIGHT TRIANGLES SHOWN ARE THE MINIMUM REQUIRED. /\ I L1.0 i L1 .I T T s-` „'
6.NO OBSTRUCTIONS,STORM
A EASEFENCINGMENTS
SHALL BE PERMITTEDNIAWITHIN G / \ \
SIGHT TRIANGLES,STORM DRAINAGE EASEMENTS(SEE)AND SANITARY _ �G `\ //� N F- 2 7 --SA EET
SEWER EASEMENTS. \ \ j//�// -------1-
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7.LIGHTING PLAN,IF REQUIRED,TO BE DESIGNED BY OTHERS. \ G\ \� I/� %�Y % -"` L�•�
8.IRRIGATION PLAN,IF REQUIRED,TO BE DESIGNED BY OTHERS. 3j Ib \ \ G\�„\ -----3_,........,._
I / /� 1 j//
9.ENTRY MONUMENTS PLAN TO BE DESIGNED AND PERMITTED BY OTHERS. \ \ \c I�/� �.1-%' ��
10.SITE TRIANGLES 35'X 35'SHALL BE PRESERVED FOR ALL INTERSECTIONS / �GI \ \ �� \ 44110
(TYP.).ADDITIONAL SIGHT TRIANGLES OF 10'X 70'SHALL BE PROVIDED FOR \
ACCESS ONTO THOROUGHFARE,COMMERCIAL,AND NCDOT STREETS(TYP.). .L5 3j1�' � \ G
11.TOWN OF WAXHAW RETAINS THE RIGHT TO ACCESS THE PROJECT AT /7E //;'�[\\\\ \ \ \� G\ �' VICINITY MAP SCALE:1"=600' NNLullu/q
ANYTIME. ♦{ �..... C \ ‘` R ,�'
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lantin s are shifted COMMON OPEN \ /_ / / �J \--569 r �7�', �\.: / /
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STREET RNV TOTAL STREET PLANTABLE STREET REQUIRED NUMBER PROVIDED NUMBER \
WIDTH LENGTH(LF)* LENGTH(LF)** OF TREES*** OF TREES \, ‘ • 9 V
x 61'PUBLIC R/VJ 1,177 1,075 17 17 //**\ -
ss
z 51'PUBLIC R/W 701 831 13 16 40,Ve#011 \ - � CI
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TOTAL TOTAL TREES TOTAL TREES TOTAL SHRUBS TOTAL SHRUBS
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UNIT TYPE UNITS REQ.' PROVIDED REQ.' PROVIDED \ I � \ � w
SINGLE-FAMILY(48'X125') 17 51 51 204 204 \ ,, i
546 � e6' PROJECT INFORMATION
' REQUIRED PLANT MATERIAL CALCULATED USING SECTION 8 4.C.SEE TYPICAL LOT DETAILS FOR POTENTIAL LOT PLANTING LAYOUTS \ -- �a.1
PROP.So'INTERMITTENT od be A PROJECT MANAGER: MM
m 1 STREAM BUFFER } eo O�(` '�j e
(�,,Q ``� b !<'A T DESIGNED BY: CNS
3 PLANTING AREA TABULATIONS-L1.3 REQUIRED PLANTINGS PROPOSED PLANTINGS ha 0 B p ��e 90 AZA IND(TYP.) 8110 GRAPHIC SCALE DRAWN BY: CNS/ADH
I` Oct do �a COR FLO(TYP.)
e PROJECT NUMBER: 23-00409
x 25'RESIDENTIAL BUFFER:255 LF TOTAL / •ja a 0 ADP® ;e6` pO VIB ODO(TYP.) `� �/
eC 6v t O Q OSM FRA pp.).) \�j ORIGINAL DATE: 05/1512024
REQUIRED CANOPY TREES(1 TREE PER 30 LF): 8.5 TREES(MIN.2"CALIPER) 9 TREES(MIN.2"CALIPER) I '¢ oQ '� a ee
$ I oewO ���_(y-� es. LOR CHI(TVP.) Know whets below. (IN FEET) SHEET
REQUIRED SHRUBS(10 SHRUBS PER TREE): 90 SHRUBS(MIN.18"HT.) 90 SHRUBS(MIN.18"HT.) ` 4.o2.e 4.1-v ILE ATT(TYP.) Call before you dig. 1 INCH= 40 FT. L 1.3

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EXISTING VEGETATION. ST INTERMITTENT STREAM / _——_ .:
PER SURVEY / PLANTING REQUIREMENTS PER REVIEWER'S l/ /�S�
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e (TYP.).ADDITIONAL SIGHT TRIANGLES OF 10X70'SHALL BE PROVIDED FOR
g'I \ PROP.15x15'SIGHTTRIANGLE � 138 ACCESS ONTO THOROUGHFARE COMMERCIAL AND NCDOT STREETS(TYP.).\1\'4 '. (1112ELSER e\\ O p �P R1 ao
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74,/ '40,
^`� \ I lit s74 \ WIDTH LENGTH(LF)' LENGTH(LF)" OF TREES**' OF TREES W J°" / (1)BET NIG 61'PUBLIC RAN 193 190 3 3 ♦1 LL.I
/ \ (1)ULMPAR- Typical Lot Detail Typical Lot Detail 71
nr _ 1 57'PUBLIC RAN 920 1,057 16 16 V_ _ _ MEDIUM MATURINGr ' .w
20 ALLEY TREE IrYP.I 51'PUBLIC RAN 1,863 1,658 26 26 N» TOTALSTREETLENGTHCENTERLINEOFSTREETX2
■ T � 1� ' PLANTABLESTREETLENGTH=TOTALSTREETLENGTH-INTERSECTIONS K� / REQUIRED NUMBER OF TREES=PLANTABLE STREET LENGTH/65 .0SMALL MATURINGO TREE(rrP.) °O' vp IADELINA UNIT PLANT MATERIAL REQUIREMENTS(L1.4) JSHRUB(TYP) TOTAL TOTALTREES TOTALTREES TOTALSHRUBS TOTALSHRUBS RADIUS FOR PARKINGMEDIUM MATURINGUNITS REQ.* PROVIDED REQ.* PROVIDEDTREES(TVP.) TREE(TYP.) SMALL MATURING Q
TREE(TYP.) 30'ALLEY-LOADEDTOWNS 5 15 15 60 60566 � SHRUB(TYP.) 26'FRONT-LOADED TOWNS 42 126 126 504 504
S MEDIUM MATURING PROJECT INFORMATIONI I N^ 6all
_ I TREE(TYP.) REQUIRED PLANT MATERIAL CALCULATED USING SECTION 8.d.C.SEE TYPICAL LOT DETAILS FOR POTENTIAL LOT PLANTING LAYOUTS
. Ir� r� PROJECT MANAGER: MM
a _I_._ 'Medium maturing 11M441111.411)
°. - ° *Medium maturing DESIGNED BY: CNS
r GRAPHIC SCALE trees to be planted o i �o 0.., o r trees to be planted
8 1 e no closer than planted
15' It° noe closer than 15' PLANTING AREA TABULATIONS-L1.4 REQUIRED PLANTINGS PROPOSED PLANTINGS DRAWN BY: CN6 ADH
3 —PUBLIC ROW. — �i1 �CLe ,Q�);
from building '� ►/� 07� from building PROJECT NUMBER: 23-00409
^ structure.Substitute structure.Substitute
ea \ / — 25'RESIDENTIAL BUFFER:410 LF TOTAL
��� — small maturing trees small maturing trees ORIGINAL DATE: 05/15/2024
(IN FEET) —— in areas where this in areas where this REQUIRED CANOPY TREES(1 TREE PER 30 LF): 13.6 TREES(MIN.2"CALIPER) 14 TREES(MIN.2"CALIPER) SHEET: A 1 INCH= 40 FT. KBO/W�What's below. 26'x 52'Front-Load Towns cannot be achieved. 30'x 64'Alley-Load Towns cannot be achieved. REQUIRED SHRUBS(10 SHRUBS PER TREE): 140 SHRUBS(MIN.18"HT.) 140 SHRUBS(MIN.18"HT.) L 1.4
call before you dig. SCALE r•40'-0" SCALE 1"•dP-0"

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, STREET RIW TOTAL STREET PLANTABLE STREET REQUIRED NUMBER PROVIDED NUMBER "_°°,°°°°8 "•,°°°, o be shifted to far Ll.l
J. STREET TREES SHALL BE PROVIDED IN A CONTINUOUS,REGULAR PATTERN W
WIDTH LENGTH(LF)* LENGTH(LF)** OF TREES"` OF TREES I' a i� oo e ° side of easement BETWEEN 40.TO 65'ON CENTER ALONG THE PUBLIC SIDEWALK. 1 .2 Q
�, 20'SDE __ N should there be 1
57'PUBLIC RN 1,053 1,799 28 28 � ,-9 Q
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_�_�_ `Medium maturing _�_�_ trees to be planted PROJECT INFORMATION
trees to be planted no closer than 15' S.IRRIGATION PLAN,IF REQUIRED,TO BE DESIGNED BY OTHERS. PROJECT MANAGER: MM
—PUBLIC ROW — no closer than 15' —PUBLIC ROW- — from building 9.ENTRY MONUMENTS PLAN TO BE DESIGNED AND PERMITTED BY OTHERS.
s from building DESIGNED BY: CNS
structure.Substitute
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Small maturity small maturing trees DRAWN BY: CN6/ADH
g (TYP.).ADDITIONAL SIGHT TRIANGLES OF 10.X 70'SHALL BE PROVIDED FOR
— — in areas where this — — — in areas where this ACCESS ONTO THOROUGHFARE,COMMERCIAL,AND NCDOT STREETS(TYP.). PROJECT NUMBER: 23-00409
26'x 52'Front-Load Towns cannot be achieved.
26'x 52'Front-Load Towns cannot be achieved. ���
,,.TOWN OF WAXHAW RETAINS THE RIGHT TO ACCESS THE PROJECT AT ORIGINAL DATE: 05/15/2024
S. SCALE:, 40'-0" SCALE:,'•40'-0- ANYTIME.
(IN FEET) SHEET:
know whets below.
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(5)CELLAE - �� - _ R ) �� , I /rr� VICINITY MAP SCALE:1"=600'
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100-YEAR FEM(PEROSURVEY)\ [ N
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S. I PROP. \ \\�\ ♦ -- /
TREE SAVE& '` \ \ _.4,........ ♦ " \ ) .8
COMMON OPEN \ \ - I
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\• \ y SPACE . \ ` \. - \ )l
\ �� 100-YEAR FEMA FLO90PlAIN ♦ ,, \ /
(PER SURVEY) • \ / O w
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PROP. \ I
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TREE SAVE& \
`` \ COMMON OPEN \ I/ i
JJ SPACE \ /
Typical Lot Detail Typical Lot Detail ;\ \\\�\- ////
4� JI. I w/easements
00 00 u \ k
�)� °°°°°°�° °°.1� �°°°° ; Required plantings SITE NOTES \ 3
.r._.ao:o-o■oa:.00' T oe°e e°°° °° a■YI I to be shifted to far \\ \ CO o
�- side of easement 1.STREET TREES SHALL BE PROVIDED IN A CONTINUOUS,REGULAR PATTERN \
_ u, BETWEEN 40'To ns.ON CENTER ALONG THE PUBLIC SIDEWALK. �\
20'SUE should there be \ 0 o
SMALL MATURING Tinsufficientplanting ].STREET TREES SHALL BE LOCATED NO CLOSER THAN PO'FROM ANY
TREE(TVP.) 'J.'-A.. 9 p \area, STREET LIGHTING AS PROVIDED BV LOCAL UTILITY PROVIDER. \SHRUB(TYP.) • iiI
' ' MEDIUM MATURING3.STREET TREES SHALL BE LOCATED NO CLOSER THAN d0'FROM ANV ``TREE(TVP.) LARGE MATURING CONTROLLED INTERSECTION.' TREE(TYP.) ` \ LLI l.l..ltl �04.PROPOSED PARKING SPACES SHALL BE PLACED WITHIN 60'OF A \ \O ifE{tl e / SHRUB(TVP.) QUALIFYING TREE PER SECTION B.S.A. W N
7MO Li 45 �./7TREE �`j� e 1 �� MEDI TREE(TYP.) 5.SIGHT TRIANGLES SHOWN ARE THE MINIMUM REQUIRED. Cl) =
O tl b 6.NO OBSTRUCTIONS,PLANTINGS,OR FENCING SHALL BE PERMITTED WITHIN \ \ V/ CL
���-- • \
=E=M= `Medium maturing b e �tl
D 0 - SIGHT TRIANGLES,STORM DRAINAGE EASEMENTS(SDE)AND SANITARY ` \`�
trees to be planted flat ��i. I��1 w SEWER EASEMENTS. \ Z tl
-PUBLIC ROW• - no closer than 15' ---:—lliM -J
from building 'Medium maturing7.LIGHTING PLAN,IF REQUIRED,TO BE DESIGNED BY OTHERS. \ / J Q
�����
structure.Substitute trees to be planted .`\ \\`` CL Z
8.IRRIGATION PLAN,IF REQUIRED,TO BE DESIGNED BY OTHERS.
small maturing trees no closer than 15'
- - in areas Where this -PUBLIC ROW• - from building 9.ENTRY MONUMENTS PLAN TO BE DESIGNED AND PERMITTED BY OTHERS. W l.l..l
26'x 52'Front-Load Towns cannot be achieved. structure.Substitute \ Q
SCALE:1-=d0'-0" small maturing frees t0.SITE TRIANGLES 35'X 35'SHALL BE PRESERVED FOR ALL INTERSECTIONS .� \ \ ``
In areas Where this (TYP.).ADDITIONAL SIGHT TRIANGLES OF 10'X 70'SHALL BE PROVIDED FOR <
_ _ ACCESS ONTO THOROUGHFARE,COMMERCIAL,AND NCDOT STREETS(TVP.). _ \ U
cannot be achieved.
26'x 52'Front-Load Towns 11.TOWN OF WAXHAW RETAINS THE RIGHT TO ACCESS THE PROJECT AT i \`�\\ \\ ' Q 2
SCALE:1"=40'A" ANYTIME. 7.
Et
\\\ � J w
ADELINA STREET TREE CALCULATIONS(L1.6) LEGEND 811°
STREET RNV TOTAL STREET PLANTABLE STREET REQUIRED NUMBER PROVIDED NUMBER PROP.STORM DRAINAGE EASEMENT(SDE) _J `�/ ////`_ ``\ 3-
WIDTH LENGTH(LF)' LENGTH(LF)** OF TREES"' OF TREES / w
57'PUBLIC R/W 468 284 4 4 PROP.SANITARY SEWER EASEMENT Know What's below. _
51'PUBLIC R/W 1,876 1,941 30 30 PROP.GENERAL UTILITY EASEMENT •
Call before you dig.
PROJECT INFORMATION
s.
TOTAL STREET LENGTH=CENTERLINE OF STREETX2 PROP.SIGHT TRIANGLE � PROJECT MANAGER: MM
PLANTABLE STREET LENGTH=TOTAL STREET LENGTH-INTERSECTIONS PROP.BMP EASEMENT 7lttO
` DESIGNED BY: CNS
"' REQUIRED NUMBER OF TREES=PLANTABLE STREET LENGTH/65 GRAPHIC SCALE ADELINA UNIT PLANT MATERIAL REQUIREMENTS(L1.6) PROP.TREE SAVEo DRAWN BY: CN$/ADH
TOTAL TOTAL TREES TOTAL TREES TOTAL SHRUBS TOTAL SHRUBS GRAND TREE TO REMAIN I-,\ - II 1tl ,, / ORIGINALPRQIECT NUMBER: 2351209
UNIT TYPE UNITS REQ.' PROVIDED REQ.' PROVIDED �/
DATE: 05/1512024
26'FRONT-LOADED TOWNS 40 120 120 480 480 (IN FEET) SHEET:
7 1 INCH= 40 FT. L1.6
o REQUIRED PLANT MATERIAL CALCULATED USING SECTION 8.4.C.SEE TYPICAL LOT DETAILS FOR POTENTIAL LOT PLANTING LAYOUTS

E
- - Q U
WET POND �• �� _ ' ' • , . 1 WET POND oN �, z'?
_ . SPA AME(TYP.) SBI / - O y l i n J, r� • 11 ' !1 ';.'2
z E y Q'e
' BID ARI(TYP) / \ PERMANENT POOL ELEVATION: 546.5' .- -��I - iIIN PERMANENT POOL ELEVATION: 510.5' m g m_ m N W
SEED(TYP.) `_-'32-1 ss \ \ ` ZONE2(1-0.5'BELOW): 545.5-546' _ r - - 1 - -- - 1 -- 1 r -- -- - _. ZONE2(1-0.5'BELOW): 509.5-510' 0- 4 g
I 2 1
\ \ ZONE 3(0.5 BELOW-0.5 ABOVE): 546-54T _ ' ' L ZONE 3(0.5 BELOW-0.5 ABOVE): 510-511" W
\ r��\�/\/�,\�\�\err sss OiIl.li�- ZONE 4(0.5 ABOVE-2YR): 547-548.8' ZONE 4(0.5 ABOVE-2YR): 511-512.6'
irr.� \ /�is \ 559 SO ZONES 2YR-10 YR 548.8-551.6' 85 86 88 89 90 91 92 93 94 95 96 97 98 99 100 101 ZONES 2YR-10 YR 512.6-514.8'
iir %`rir/ ( ) ( )
y ././ ,1 \ \\
'^ "�r 1.11.AtiVX:','; ', ,‘,/‘\\ ACO CAL(TYP.) I ::::::1:R
-50 YR): ::: :524
. - .' ::::: 1:
( YR-50 YR): 514.8-15.3'
/ r %i%i%// BID ARI(TVP.)i/•/\ V t`Q\Q '`4)\•/iii /,•, / ii7 ---SEED(TYP.) ■ - --- -_ J
rii\ @` \�\��pQp\�\\ \\\\\\\ \\ \ �������y\, + - ., - -- - --- -- L.
_ - ±10,863 SF
r//////// // ///////////rrr/ .\ \ - ACO CAL(TYPE r \ \
\\\\\ \\ \\\\\•/•/i\i•/•/iiii!//
\\\ ` \�\�\ `\r'`/•/r/ i\•/•/iiii\ / \\ 50 PLANTS PER 200 SF Oi -.IIOS N.i 'wM .-ioc �Y� - - = 11if Nall SOS SOS SOS SO PLANTS PER 200 SF
• ' Q tea '"- '' ILIMMIll
/SA
i � SAUCER TVP.) \\ \\\ I•/•/•/\ -
•/`\`' r 1 �•\ •/•/•/ \ REQUIRED: 2,226.E PLANTS �'d "�- "` 4'� � REQUIRED: 2,715.8 PLANTS
i
\\ SCI ATR(TYP.) ' l ���\ - //// //
� !V' - - _ _ PROVIDED: 2,285.0 PLANTS \\//\\�Q\\ \� \ \/�\ /\ /\/\ \/�,,••.\/\\/\/\\,�.\\S\/�\ �\/\/\/\/\/\/\/� \ �/�\�r\r\r\r\\r r r r r r fi\
rr \,: � `iir /\`i\\\• \-\4 Q 4 -,, - r ,.,�,�,�,�,�,�1-��/iiii%�ii�i/ i/i��rr PROVIDED: 3,075.0 PLANTS
���\� SCM SEESNO.1S\ , 1 \-\�\'-\ \ \ \ \ \ - `1 1 I�i/i�1i/,/,/,i / i/i/i/i///i/tea./ 1 i %//
\\ \ (WETPOND-SEESHEETL3.3) �LIC "/ '�' r• -\\ 4�le��QQ�Q�-;� - :\-_/` ri rrr/ i i//��i /S.•r.Srr.: /ii/_ i�6� /\
44010
1 r\/,\i\� �0�\\ ���' .',..\/•/\i•/\i\ii\///`'/i\i\ /r ZONES 4,5 AND 6SEED MIX ±13,889 SF(0.32 AC '_`ii imisPw,-/iia//ice/�- RIIVIIRRTVP.P) I 1- r _ - - - Ii,O\�` ZONES 4,S AND SSEED MIX ±13,584SF(0.31 AC)
�� \\\\-` /\/\/\/\/\/\/S/\/\\>\\\\\\\\\\\\\ /%%%%i \/iir%%%%r\r\r•/•/ii/r/�/♦- k 509 �, \
/ //////// /////////// • / / i/i\\�
\ r;r ♦ \'\ // ;;;;\\. SEED MIX ) \ /\\•\ \\\\\\\\\ ,/.. / f --.__ F�� SCI ATR(TYP.) /ij.\�\
\\\ -\ \ i ■ i ��
S[M N0.2 ,i \\ %%%%%i 1\\\IIIIIII/I/I
i\i i \ / r•/\i•/\iir\/\/\/\,\r\�\\\!-_- ___• \\\\\\ �_ ii/ p\ /i
\\/•/\ \ \ \ \\\\\\\S --- GM/ / i� 7' IRIVIR(TYP.) (WET POND-SEE SH EET L1.6) 1/i1,i •X \\/\ \/, SEED MIX J '(NCAO /G
\ r// \ \\\\s/ _-- - /���\/\�\��!iO1�l N /1j//.r-i`�� :O� 'necii ti
e c r
\ \',\\ '\\'/S iii ii: / ` \Q\ - i : ''��//// s
�.//\/ --- -- \\ \i/•/\i•//rrr \ \�Q Q 4\Q\\\ Q \'\ •ifi� rrir�r\i\ :Si- C 533 r
/i�/ - /iii ' / :/ \:\ \\\\\\\\ \\ • _\ 4\\K'F-1\` \ \::�:r:/
\ •rrr„� /iii- �'� rrrriiiiiii�iiiiii/ /r /r r,�i /r
/+���\\\\\\\\\\�����/ �,___\ \\\\\\\\\\\ n� \ \ � �'O�\'S's's3a Noes���
♦�����r��\��� •�‘/r fir., \ \__ SPA AME(TIP.) ♦ EUP PER(TYP.) I/4„/°//CII111\1\\\
\ • •/\r /\�•••••.••\rr ONE �����__=UP PER(TVP.) • ACO CAL(TYP.)
• �H _ • ',• OACARO////i
WET POND 1 WET POND 2 * No. 1842 .*
SCALE:1"=40'-0" " SCALE:1"=40'-0" 4, - -
PLANT SCHEDULE WET POND 1 NORTH PLANT SCHEDULE WET POND 2 NORTH
r�iY�J/ •
SYMBOL (CODE IQTY BOTANICAL/COMMON NAME (METHOD MIN.SIZE SPACING SYMBOL CODE IQTY BOTANICAL/COMMON NAME (METHOD (MIN.SIZE SPACING '// 11""„�\y
ZONE 2 ZONE 2 09/25/2024
RIS SARGINICA
LUE FLAG IRIS
Z..:'k (ATR ,w SCIRP S ATROVNRENS/DARK GREEN BULRUSH 27.5 PLUG 12 HT. a 0.C. ^�" 6"h"SCI ATR 202 ISCIRPUS AT ownENS/DAPN GREEN BULRUSH rlc5 PLUG 12 HT. 1e 0.C. m a
ZONE 3 ZONE 3
o CAL 1.7 ACORUS CALAMUS/SWEET FLAG rzs Pwc ,z Hr. ,e o.c. 'tr.. oeAL 1,s41 ACORUS CA1AMus:SWEET FLAG
Rs PLUG 12 HT. 18 0.c.
ii ,,nc
0\\\BIG ARI .1 BIGENSARISTOSA/TICHSEEGSUNFLOWER TX5.PLUG a HT. 30 0.c. • EUP PER 873 EUPATGRIUMPERFGLIATUN1 COMMON BONESET .POT 12 HT 30 o.c.
•...•. AME 233 RPARGANIDMAMERIDANUMIBUR.REED A POT ,2 HT. 30 o.c. - �`` SPA AME 203 RPAROANIUMAMERICANUMIBUR-REED A POT ,2 HT ss o.c.
ZONES 4-6 ZONES 4-6
g/i1'y SEER I,3 88 sr SEER MIX (SEED MIX - - t.'ry N'2'4'SEED 13.58E SF SEED MIX SEED MIX - -
- WET POND 4 WET POND 5 m
w
PERMANENT POOL ELEVATION: 523.5' -• PERMANENT POOL ELEVATION: 547.5' LL
SCI ATR(TVP.) / ZONE 2(1-0.5'BELOW): 522.5-523' - ZONE 2(1-0.5'BELOW): 546.5-547'
/i\ \ \
- -
EUP PER TVP. /\ \\\//�\//i ZONE 3(0.5 BELOW-0.5 ABOVE): 523-524' i \ /\j ZONE 3(0.5 BELOW-0.5 ABOVE): 547-548' 3
��`!11\�\ SEED(TIP.) //\�/� -' \\ •� �/ \/ \\,- \\/\'',\ / �:..
s1 i\\ \/ ,./.\4�\\ / ZONE 4(O.S ABOVE 2YR): 524-525.4' - 50 \' \�/\\ /i\//\\//i\ p ZONE 4(0.5 ABOVE-2YR): 548-549.8' o
1`\ -\ \�\it��g•,,L \\ \ ZONE 5(2 YR-10 YR): 525.4-527.4' - / \ \\/\\//-A \\/--` '/(�/ i•• \/ 3
//\//\\�i\-i',_\/\-\\/�\�/\,•-r�6•♦i• i..ningigt4t4i�!i!i!!i:!iiii94. \\\.
\ O e ZONE 5(2 YR-10 YR): 549.8-551.3' o
\,�L7/ �/ \\�\\ ZONE 6(10 YR-50 YR): 527.4-528.2' \\ /\ /\ \ --\ i. .. .... .....
...i��i� .!ri!r♦!i'�••:r•i•••♦••• �:... �\/\ ZONE 6(10 YR-50 YR): 551.3-551.8'
%\ i // , � , 4\ \ SEED(TYP.) /\\// \ / /.E ♦ \, Air \y \�i\ / p _
\\i\\ / • / \ \% ZONES 2-3 ±7,141 SF BID ARI TIP.) \/ �--"- \ / * \.,\\/ / ZONES 2-3 ±8,376 SF i L
\/\tt-\/ 0:10.P-- ��.\ �'��/\\ 50 PLANTS PER 200 SF IRI VIR(TYPE \/ i �! /I !O i\\�\ I SO PLANTS PER 200 SF
SEED(TVP.) \\//\ 1_� _ --- �� / \/ • \�v RI VIR TVP. \ e
EUP PER(TYP.) -\/ \\-.i g,3P.' �� \ �� \ REQUIRED: 1,785.3 PLANTS /\ I REQUIRED: 2,094 PLANTS o
( 1- \ \ \ �/ �` j \ \ \\ SCI ATR(TVP.) I�\� �\
SCI ATR TYP. /�'\� "//\//�\ , %� •�� ��/\�// o
/�\\-\\ i \i„\S/�\\/��,00, ,PON COR(TYP.) ''\\\ r' P i\/ PROVIDED2,010.0 PLANTS �\ 7\, r \\
\\�\ - \;r��/��m���� SCI ATR(TVP.) \, ® \\/ I \ PROVIDED: 2,339.0 PLANTS
\\ \ . .,-1t�- 1 /\\ \\ SCM NO.5 / \ �.v� < z
/\ \ ----- ZONES 4,5 AND 6 SEED MIX ±8,899 SF(0.20 AC) M 2.\\ :2Z (WET POND-SEE SHEET LR.4) Ir _\ • • \ ZONES 4,5 AND 6 SEED MIX ±9,446 SF(0.22 AC)
\ 0- SCM NO.4 ----- n _
\\�, (WET POND-SEE SHEETL1.5) /6e�� �\/ ,D N -\ 7O/ I� �`\\
/ �0 �\ \ ,/�`r`: SEED MIX \\ �` .7G. ILL \/�/\ \ iii\i: SEED MIX a
LL
\ r��®i\\/ / ,..\,.��\ , -_ - '! \�\\\/. \� 0 of
\i\ - - - /��/\ i\ 103 ♦' \\\-/ U/, .......................�� .iiii♦ii�iii�ii�iiiiii�iii�i.-r�ii��T /� i \ ..'-.- _..-.-.- ___._ \ \\
i\\ \L-I�-.. �i/L' - - - ' \/� / \\/\\\/\\\/ .r...t t•!!iii!�i::�ii:�ii:�i:Lii:�ii:�i::�i:�ii 000�0� \\\\\� \ co
\/ - EUP PER(YF \ / /
/\\ / \\/\\-//\ \ / \ \ / \-i\- /, l ( 1 /\//\ \\ \\ \ \ IRI VIR gyp.) \/�\\ I W W
\ \i\.\i\\\\ \-\\ \\\\ \i�\\\.\%\ \/ iti
1 O4 -- ACO CAL-.. I 554 BID ARI(TVP.) �. W (n
ACO CAL(TYP.) '2 Q
CL
v,
SPA PMEER(TYP.TIP.) 105 \ I , C Q I
EUP PER(TYP.) ^ - 1
4It J
`` 1\ I - I1 d
% 106 I 230 229 228 227 226 225 224 223 222 221 220 2191. Q Q
BON . SON .RON ION i11, Sew,-..._ \I I I
ci WET POND 4 ' WET POND 5 N Q
SCALE:1"=30'-0" �, SCALE:1"=30'-0" ,, Q ,
N NORTH NORTH Z 0
PLANT SCHEDULE WET POND-SCM NO.4 PLANT SCHEDULE WET POND 5 Q
rvl SYMBOL (CODE QTY BOTANICAL/COMMON NAME (METHOD MIN.SIZE SPACING SYMBOL (CODE IQTY (BOTANICAL/COMMON NAME METHOD INN.SIZE (SPACING J W
2
ZONE 2 ZONE 2 0
2
ry COR 203 PONTEDERM CORDATA I PICKEREL WEED rxs PLUG 12 HT. 12 O.C. VIR 302 IRIS VIRCINICA I BLUE Fuc IRIS zxs PLUG Ir r Hr. , o.c. Q
SCI ATR 226 SCIRPUS ATROVIRENS I DARK GREEN BULRUSH rxs PLUG 12 HT. 1e O.C. ;,4'\\: SCI ATR ,u SCIRPUS ATROVIRENS I DARN GREEN BULRUSH zxs PLUG ,r HT. 18.0.0. y
ZONES ZONE) PROJECT INFORMATION
rt `a Aco CAL 738 ACORUS CAlAMUS:SWEET FLAGrzs Pwc IS Hr ,e oc 1.048 ACORUS CAIAMUSI SWEET FLAG zxs PLUG 1r HT. 18•o.c. PROJECT MANAGER: MM
s �EUP PER 385 EUPATORIUM PERFOL SC ATU COMMON BONESET a POT 12 HT. 30 0.c. \\\\ BID ARI 070 BIOENSARISTOSUITCHSEED SUNFLOWER zxs PLUG IFIT roe NOTES DESIGNED BY: ENS 3 - SPA 410 SPARCANIUM AMERICANUMI BUR.EED 4POT 1z HT 3o OC EUP PER 307 EUPATORIUMPEEPOLIATUMICOMMON BONESET 4POT 1r HT 3o•o.c. 1.QUANTRIES LISTED ARE FOR CONVENIENCE ONLY.THE DRAWN BY: CNS/ADH
,- s CONTRACTOR SHALL BE RESPONSIBLE FOR QUANTITIES AS
SHOWN ON THE PLAN. PROJECT NUMBER: 23-00409
ZONES 4-6 ZONES 4-6
�����/': 8R99 SF SEED MIX SEED MIX - - `/`��T 2.CONTRACTOR TO CONTACT LANDSCAPE ARCHITECT WITH ORIGINAL DATE: 05/1512024
%`�\,yy,y SEED 9.a4s SF SEED MIX SEED Ma - - ANY PLANT SUBSTITUTIONS OR PLAN DISCREPANCIES. SHEET:o 3.NO TREES ARE TO BE LOCATED ON OUTFALL DAM,AND NO L1.7
WOODY STEMS TO BE LOCATED WITHIN THE EASEMENT ACCESS.

25'RESIDENTIAL BUFFER LANDSCAPE PLANTING NOTES: U
SYMBOL CODE QTY BOTANICAL/COMMON NAME METHOD CALIPER o 7 t E w q N a
1. THE CONTRACTOR SHALL FURNISH AND INSTALL ALL PLANT MATERIALS LISTED ON THE PLANT SCHEDULE. v x=
MEDIUM TREES S a 2, 3 E m "
�r 2. SIZE,QUALITY AND OVERALL HEALTH OF ALL PLANT MATERIAL USED SHALL CONFORM TO THE LATEST EDITION OF ANSI Z60"AMERICAN STANDARD FOR NURSERY STOCK"AS PUBLISHED BY THE AMERICAN wa � �'�
• 1
� COR FLO 13 CORNUS FLORIDA/FLOWERING DOGWOOD B&B 1.5"CAL. NURSERY AND LANDSCAPE ASSOCIATION.
ILEATT 10 ILEX XATTENUATA'FOSTERS/FOSTERS HOLLY(TREE-FORMED) B&B 1.5"CAL.TIO 3. NO TREE SHALL BE PLANTED IN SIGHT TRIANGLE.
SYMBOL CODE QTY BOTANICAL/COMMON NAME METHOD MIN.SIZE 4. NO TREE SHALL BE PLANTED IN EXISTING OR PROPOSED UTILITY EASEMENTS.
SHRUBS 5. NO TREE SHALL BE PLANTED OVER WATER OR SEWER SERVICES.ENSURE TRUNKS OF PROPOSED TREES ARE NO LESS THAN 10'FROM SEWER MAIN AND ASSOCIATED SEWER STRUCTURES. PMTMM1
1 i AZA IND 69 AZALEA INDICA'FORMOSA'/FORMOSA INDICA AZALEA CONT. 18•HT.MIN.
6. CONTRACTOR SHALL ADJUST TREE PLANTING LOCATIONS AS NECESSARY TO AVOID UNDERGROUND&OVERHEAD UTILITIES.
LOR CHI 68 LOROPETALUM CHINENSE RUBRUM'DARUMA'/DARUMA FRINGE FLOWER CONT. 18'HT.MIN.
1 1 OSM FRA 36 OSMANTHUSFRAGRANS/SWEET OLIVE CONT. 18.HT.MIN. 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION OF ALL UNDERGROUND UTILITIES PRIOR TO EXCAVATION. 4�`,C)
0✓ VIBODO 59 VIBURNUM ODORATISSIMUM/SWEE VIBURNUM CONY. 8"HT.MIN. 8. STAKING MATERIALS SHALL BE USED AS NECESSARY.THE LANDSCAPE CONTRACTOR SHALL REMOVE THE STAKING MATERIALS 1 YEAR FROM TIME OF FINAL ACCEPTANCE.
STREET TREES 9. THE CONTRACTOR SHALL ENSURE THAT ALL PLANT PITS,VINE PITS,HEDGE TRENCHES,AND SHRUB BEDS ARE EXCAVATED AS FOLLOWS: ``�o11CA u,,��
N Ro
SYMBOL CODE QTY BOTANICAL/COMMON NAME METHOD CALIPER 9.1. ALL PITS SHALL BE GENERALLY CIRCULAR IN OUTLINE,WITH VERTICAL SIDES.THE TREE PIT SHALL BE DEEP ENOUGH TO ALLOW 1/8 OF THE BALL TO BE ABOVE EXISTING GRADE.SOIL WITHIN THE BUFFER .:34,,"Ro"Ire '�q
STREET TREES AREAS SHALL BE FREE OF ALL ROCKS GREATER THAN 1"IN LARGEST DIAMETER,DEBRIS,INORGANIC COMPOSITIONS AND CHEMICAL RESIDUES DETRIMENTAL TO PLANT LIFE.PLANTS SHALL REST ON A 3*& N*
OWELL-COMPACTED PEDESTAL 2"-3"HIGHER THAN THE BOTTOM OF THE PIT.THE TREE PIT SHALL BE A MINIMUM OF 14"LARGER ON EVERY SIDE THAN THE BALL OF THE TREE.(SEE TREE PLANTING DETAIL, - -. C-533 0•
QUE NUT 50 QUERCUSNUTTALLI/NUTTALL OAK B&B 2'CAL. THIS SHEET). _F,a,
{/+�� CEL LAE 49 CELTISLAEVIGATA/SUGAR HACKBERRY B&B 2'CAL. 9.2. TREE AND SHRUB PITS SHALL BE BACKFILLED AND COMPACTED WITH SUITABLE TOPSOIL PER PROJECT SPECIFICATIONS. '�i„„�011 i"NO`�
/ NVSSVL 59 NVSSASVLVATICA'WILDFIRE'/WILDFIRE TUPELO B&B 2'CAL. 9.3. OTHERALL TREES AND APPROVED SOURCE.USO BE INSTALLED SHALL BE FERTILIZED PER RECOMMENDATIONS BASED ON SOIL TEST BY THE LOCAL AGRICULTURAL EXTENSION,DEPARTMENT OF NATURAL RESOURCES,OR `�`��NCARii0
r.
//�vJ�`/ 4'4•�1''NDs[)b 4-9,i
• J QUESHU 53 QUERCUSSHUMARDII/SHUMARDOAK B&B 2'CAL. 10. IF AREAS ARE DESIGNATED AS SHRUB BEDS OR HEDGE TRENCHES,THEY SHALL BE CULTIVATED TO AT LEAST 18 INCHES IN DEPTH.AREAS DESIGNATED FOR GROUND COVERS AND VINES SHALL BE `L V
v =*3 No. 1842 g:*_
CULTIVATED TO AT LEAST 12 INCHES IN DEPTH. _
TAX DIS 42 TAXODIUM DISTICHUM/BALD CYPRESS B&B 2"CAL. 11. EACH TREE,SHRUB,OR VINE SHALL BE PRUNED IN AN APPROPRIATE MANNER,IN ACCORDANCE WITH ACCEPTED STANDARD PRACTICES.ALL DEAD OR DAMAGED BRANCHES SHALL BE PRUNED PER 4/
ACCEPTED PRACTICES PRIOR TO INSTALLATION.CONTRACTOR SHALL NOT PRUNE CENTRAL LEADER OF ANY TREE OR SHRUB.IF THE CENTRAL LEADER OF ANY TREE OR SHRUB IS DAMAGED,CONTRACTOR ,,iS2tk11jj11�1�„•
ZELSER 49 ZELKOVASERRATA/JAPANESEZELKOVA B&B 2'CAL. SHALL REPLACE WITH SAME SPECIES AND SIZE. 09/25/2024
26'X 52'FRONT-LOAD TOWNS 12. ALL PLANTING AREAS SHALL BE MULCHED WITH A TWO-TO-THREE INCH LAYER OF TWICE SHREDDED HARDWOOD AGED ONE YEAR.OTHER MULCH MATERIALS MAY BE ACCEPTABLE BUT MUST BE APPROVED m
BY LANDSCAPE ARCHITECT OR ENGINEER OF RECORD PRIOR TO INSTALLATION.
SYMBOL CODE QTY BOTANICAL/COMMON NAME METHOD CALIPER
LARGE TREES 13. ALL STRAPPING AND TOP 2/3 OF WIRE BASKET MUST BE CUT AWAY AND REMOVED FROM ROOT BALL PRIOR TO BACKFILLING PLANTING PIT.REMOVE TOP 1/3 OF BURLAP FROM ROOT BALL.
LARGE 149 CRVPTOMERIA JAPONICA'YOSHINO/VOSHINO JAPANESE CEDAR,BETULA B. 2.CAL 14. QUANTITIES LISTED ARE FOR CONVENIENCE ONLY.THE CONTRACTOR SHALL BE RESPONSIBLE FOR QUANTITIES AS SHOWN ON THE PLAN.
0�PP NIGRA/RIVEI=OH
MEDIUM TREES 15. SEE SPECIFICATIONS FOR SEEDING REQUIREMENTS.ALL DISTURBED AREAS SHALL BE SEEDED.
�' PRUNUS X YEDOENSIS/YOSHINO CHERRY,ILEX X ATTENUATA'FOSTERS/
MEDIUM 298 FOSTER'SHOLLY(TREE-FORMED)SMALLTREE VARIETIES:CERCIS B&B 1.5"CAL. 16. TREES AND SHRUBS WHICH ARE DELIVERED TO THE SITE AND NOT TO BE INSTALLED FOR 24 HOURS OR MORE SHALL BE HANDLED PER THE FOLLOWING:
I CANADENSIS/EASTERN REDBUD,CORNUSKOUSA/KOUSADOGWOOD
SYMBOL CODE QTY BOTANICAL/COMMON NAME METHOD MIN.SIZE 16.1. ALL TREES AND SHRUBS SHALL BE HEALED INTO MULCH,AND ROOT BALLS KEPT WELL WATERED UNTIL INSTALLATION. ti
2.
SHRUBS 16.2. TREES AND SHRUBS SHALL BE STORED IN A LOCATION PROTECTED FROM WIND AND DIRECT SUNLIGHT.
OAR ESMUA'FDR5106X,FOVBOOA NDIUAAZALEA,LOROPETALUM CHINENGE TABRAB 3
SHRUB 1,]88 �L MA'IDARUIMFRINGE FLowER.vlBuxrvuMopoRAnssIMUM IswEEi vlBuxrvuM CONY. 18•HT.MIN. i
16.3 CONTRACTOR SHALL MONITOR TREES AND SHRUBS PRIOR TO AND DURING INSTALLATION AND PROVIDE TEMPORARY IRRIGATION AS NEEDED TO AVOID WILTING,DAMAGE,OR DEATH OF PLANT 1
30'X 64'ALLEY-LOAD TOWNS MATERIALS.. 3
0
SYMBOL CODE QTY BOTANICAL/COMMON NAME METHOD CALIPER 17. CONTRACTOR SHALL WARRANTY ALL LANDSCAPE MATERIAL FOR A PERIOD OF 1-YEAR FROM FINAL ACCEPTANCE. 2
LARGE TREES
CARPINUS BETULAS/EUROPEAN HORNBEAM,BETULANIGRA/RIVER 18. NO UNDERGROUND IRRIGATION LINES WILL BE INSTALLED WITHIN AREAS OF EXISTING,REMAINING VEGETATION DUE TO ANTICIPATED IMPACTS FROM TRENCHING WITHIN ROOT SYSTEMS.ABOVE-GROUND s 19
LARGE 84 BIRCH B&B z•CAL. (DRIP)IRRIGATION IS ACCEPTABLE IN THOSE AREAS. 8 8
MEDIUM TREES 19. EACH NEW TREE BEING PLANTED(STREET TREES,YARD TREES,BUFFER/SCREENING,ETC.)RECEIVES SOIL AMENDMENT BEFORE PLANTING.SOIL AMENDMENT SHOULD BE 256 SQ FT TO A DEPTH OF 24 INCHES e
�� PRUNUS X YEDOENSIS/YOSHINOCHERRY,ILEX XATTENUATA'FOSTERS/ (TOTAL 256 X 2 FT=512 CU FT).REMOVE ALL PAVEMENT,GRAVEL SUB-BASE,AND CONSTRUCTION DEBRIS.REMOVE COMPACTED SOIL AND ADD 24"NEW TOPSOIL,OR TILL AND AMEND THE TOP 24"OF EXISTING o
,' MEDIUM 42 CANADENSISIEASTERN EDMBUD CORNUSKOUSA/KO BA DOGWOOD B&B S"CAL. SOIL,TO ACHIEVE A PLANTING MEDIA STANDARD.THIS PLANTING MEDIA STANDARD FOLLOWS: o
• CLAY:MINIMUM 10%/MAXIMUM 40%
SYMBOL CODE QTY BOTANICAL/COMMON NAME METHOD MIN.SIZE • SAND:MINIMUM 20%/MAXIMUM 50%
SHRUBS • SILT:MINIMUM 20%/MAXIMUM 50% i
A A EAINDICA•FORMosA'IFORMosAINDICAA uEA.Lo6OPETA UMCHINENSERUBRUM ••ORGANIC MATTER:MINIMUM 5%/MAXIMUM 10% 3
SHRUB 504 DARUMA'IDARUMRBVDAEFLoBVDANUCAAZ#L ORIAROPTTALUBUETENHRNUM CONT. 18'NT.MIN. • ORGANIC MATTER IS DEFINED AS COMPOST/HUMUS SUCH AS SAWDUST OR LEAF MOLD THAT HAS COMPLETED THE DECOMPOSITION PROCESS.PERCENTAGE OF ORGANIC MATTER SHALL BE
X
48'X 125'LOT DETERMINED BY LOSS ONIGNITION OF MOISTURE FREE SAMPLES DRIED AT 65 DEGREES.
• PLANTING MEDIA SHALL HAVE A HAVE AN ACIDITY RANGE OF PH 5.5 TO 7.0. o
SYMBOL CODE QTY BOTANICAL/COMMON NAME METHOD CALIPER • PLANTING MEDIA SHALL HAVE A CATION EXCHANGE CAPACITY(CEC)FROM 5 TO 25 Cl) o
• CMOL+/KG(MEQ/100G)
LARGE TREES • PLANTING MEDIA SHALL HAVE NORMAL CONTENTS OF NITROGEN,PHOSPHORUS,POTASSIUM,CALCIUM,MAGNESIUM,SULFUR AND PROPER MICRONUTRIENT LEVELS.NUTRIENT LEVELS MUST SATISFY Q
LARGE 3s BCARPI RCHNUSBETULUS/EUROPEAN HORNBEAM,BETULANIGRA/RIVER B. 2"CAL. GROWING NEEDS(AS RECOMMENDED BY LAB REPORT)OF THE EXISTING OR PLANNED PLANT MATERIAL. I
W
0 W
MEDIUM TREES CI5 CO
• PRUNUS X YEDOENSIS/YOSHINO CHERRY,ILEX XATTENUATA'FOSTERS/ Cl) xQ
MEDIUM ]8 POSTER'S HOLLY(TREE-FORMED)SMALL TREE VARIETIES:CERCIS B&B 1.5"CAL. BE SPACING VARIESr 1
V/
�, CANADENSISI EASTERN RED BUD,CORNUS KOUSA/KOUSA DOGWOOD E LANDSCAPE PLAN
REMOVE
DOR DISEASED LIMBS W
DE A A�)''l d
SYMBOL CODE QTY BOTANICAL/COMMON NAME METHOD MIN.SIZE Tvv.COLLAR MIN.rNr O I
SHRUBS OF APPROVED MALE ` /,- Z Q
i
owaEA rvO cA FORmosArFoamosA rvO cAAZALEA LoxoPEinwM cH NENSE RUBRUM vcioR AN EDGE AROUND
Rk'/- Rfli ill"00# W Z
SHRUB 468 MAIDARUIMFRNGEFLowERVBuxrvuM opoRAi SSMUMISWEEivB ZU CONT. 18"HT.MIN. ENTIRE EDGEPLAN AROUNING D a,
ALLEY-LOADED PARKING l �� ��j//�jj� / C W
f. NYLON STRAP
°� (OPTIONALSEE NOTE z) Q LU
il // IlIIIIIIIIIIIIIIIIIIllIII IIII IIIIIIIIIIIIIIIIIIIIII ROOT CROWN LARGER THAN TREE DuvnETER Q
SYMBOL CODE QTY BOTANICAL/COMMON NAME METHOD CALIPER LEDs a BE AT FINISHGRADE.1 FROMKEEP MULCH AWAY
CO
EOF TAMP SOIL rx 2'X 10.WOOD s or
PLANING BED PUNT EACH PUNT BALL To WITH CENTERS HOLE MAXIMUM LAYER OF MULCH LA��RfG'E1�jTREES Mx MINIMIZE SETTLEMENT M z
'W T ROOTS AS NECESSARY DRIVEN N LINE W s - MAXIMUM HIGH WATER Z
CALM PAR 9 ULMUS PARVIFOLIA I LACEBARK ELM B&B 2'CAL. CUT
CONTAINERIZED
v PUNTS M OUTSIDE OF BACKF LL p
POT BOUNDSFINISH
'`/iN' /-�lJ+ CAL PLANING BED DETAIL UNDISTURBED % I ..� J v4i
V BET NIG 1 BETULA NIGRA/RIVER BIRCH B&B 2'CAL. O.O.O.O PUN REMOVE TYPICAL EXCESS SOIL IIII IIIIII�I TINGMIX(AS SPECIFIED) W
L� FROM GROWER O ROOT III IIIII IIII 2
0
BMP SCREENING(SHEET L1.4 PTO MAX 1r FINAL GRADE O��Ool1 P'STAGGEREDROWS REJECTP BYBTEM.UPT01•DEPTH. = REMOVE
) @CENTER.GF BED A• REMOVEITOP 3 BURLAP FROG BET WHERE PRESENT G
r�T Offtel)1 AND ANY NAILS/PINS,ETC. YAMS =
SYMBOL CODE QTY BOTANICAL/COMMON NAME METHOD CALIPER EXISTIN BV RAOPICAL SPACING EDGE OF PLANTING BED RAISE PIT BOTTOM TO SET BUTTRESS ROOTS N
AT THE CORRECT HEIGHT.
BETWEEN ALL PLANTS FIRM SOIL UNDER ROOT BALL PROJECT INFORMATION
LARGE TREES TYPICAL BED MOUNDING TYPICAL PLANTING BED PLAN ALL TREESOK(AmsI,MO,PART I,"SHADE AND FLOWERING TREES") PROJECT MANAGER: MM
1 al 11 CUPRESSUS ARIZONICA'CAROLINASAPPHIRE'/CAROLINA SAPPHIRE FOR EXAMPLE: HT(RANGEI,NURSERY
CUP ARI 5 BOB 2'CAL. 1s1s 1B xlx. 32 Mu. Nlx. 11 DEPTH
CYPRESS DESIGNED BY: CNS
3 2 OMIT�SPPLCALLEAJCNrTAEYSTEM IS PRESENT,
T P PLANT BALL SHRUB' VDAEGRD NOTES: DRAWN
OR NYLON TWINE FROM ENTIRE ROOT BALL.
DRAWN BY: CNS/ADH
MEDIUM TREES 3.TAMP PLANTING MIX FIRMLY As PIT IS FILLED AROUND EACH PLANT BALL. .2.STAKING AADBA FOR LEANING TREES OR As NE
X <.soar EACH ROOT BALL AND PIT IMMEDIATELY AFTER INSTALLATION 3.SOAK EACH ROOT BALL AND PIT IMMEDIATELY AFTER INSTALLATION. PROJECT NUMBER: 23-00409
S.SAME PRINCIPLES AND TECHNIQUE APPLIES TO PERENNIAL PLANTING.
CESSARY
ILE KIT 11 ILEX X ATTENUATA'FOSTERS/FOSTERS HOLLY(TREE-FORMED) BOB 2"CAL. ORIGINAL DATE 05/15/2024
,� SHRUB PLANTING DETAIL TREE PLANTING DETAIL SHEET:
"w JUN VIR 13 JUNIPERUS VIRGINIANA/EASTERN REDCEDAR BOB 2'CAL. NOT TO SCALE NOT TO SCALE L2•0

•
NOTES' I FC.FN HEW
D SOWN NOPO \\\
1. SUBJECT TRACT PARCEL: 06159010 AG \
2. SUBJECT TRACT ADDRESS:NO ADDRESS ACRE
08 -DEED BOOK
P -IRON PIPE
PC -PLOT
3. SUBJECT TRACT DEED/PLAT REFERENCES:
-PLAT CABINET
DB 1484 PG 535 PID -PARCEL MERICAN DAT
DB 1484 PG 537 um
FEMA NAD -NORTH AMERICGE CY MA -----1----,
FIRM -FEDERAL EMERGENCY MANAGEMENT AGENCY AOQ '
FLOOD INSURANCE RATE MAP rY \
4. UNADJUSTED RATIO OF PRECISION:1:25,776 r NORTH AMERHCAN VERTICAL DATUM "
NCGS •_NOR11 CARgJNA GEWETC SUR4ET �'
5. SURVEY COMPLETE: AUGUST 8,2022 \ - INS -NO ATRO SCALE b - `*1
R/W -RIGHT OF WAY 1
6. SUBJECT TRACT IS PARTIALLY LOCATED IN ZONE`AE""AREAS WITHIN THE 1% TRACT 2 SO FT. SQUARE FOOT ,
ANNUAL CHANCE FLOOD(100 YEAR FLOOD;AND PARTIALLY LOCATED IN ZONE Uj PID 06159010 (r) TOTAL Vj
O \ VL RESIDUAL LEWISPFAMILY
OF
"X"AREAS DETERMINED TO BE OUTSIDE THE 0.2X ANNUAL CHANCE n p EYELID IS FAMILY LP \ '' 7
FLOODPLAIN;PER FEMA FIRM COMMUNITY PANEL NUMBER 3710452300K a1 �: DB 1484 PG 535
EFFECTIVE DATE 9/2/2015. O 1`PIPE W 11 J 148 ACRES •-FOUND CORNER p`4.REBAR UNLESS OTHERWISE NOTED
O EN ON 9006
PROL ` "S 0-CALCULATED POINT(NO MONUMENTATON SET) *09
7. HORIZONTAL AND VERTICAL CONTROL ESTABLISHED WITH CPS USING NCGS VRS %ro n :�
HORIZONTAL DATUM-NCSPCS(NAD 83/2011) Z OWNERS ASSOCIATION QLLLG .�ti �`4 A-GEODETIC MONUMENT i
VERTICAL DATUM-NAVD 88. y DB 7462 PG 208 io m 1 ®-SANITARY SEWER MANHOLE
114.00.0
FQ.-UTUtt POLE �A.,
8. NO EVIDENCE OF RECENT EARTH MUSING WORK,BUILDING CONSTRUCTION,OR o 2"H"' -TREE 4
BUILDING ADDITIONS OBSERVED IN THE PROCESS OF CONDUCTING FIELD SURVEY o p \
�+ PU9IACWI� 1/ 'SAT,' / f /-- T 3 PROPERTY PINE
/ //\ {` J-� --� -RIG HNING PROPERTY LINE(NOT SURVEYED)
TITLE EXCEPTION \ \ p i
RIGHT OF WAYUNEO'V• � � - - - - - EASEMENT LINE
COMMITMENT NO.: 22-17143CH,DATED SEPTEMBER Z6,2022 AT 8;00 AM \ wMERN65s oN / - '�~\ --�s x % % BARBED WIRE FENCE VICINITY MAP NOSCALE
(LAST UPDAED AUGUST 21,2023 AT 8:00 AM) PROVDENCE '� 'r � _PHASE 1 MAP 2 / .F• 16'RCP ` FEMA ROODWAY BOUNDARY
PU M PGVA ,h` M .1/L - , \ FEMA TOO YEAR ROODPLAIN BOUNDARY
\------.
` �' �' -FEMA 5C0 YEAR ROOOPLAIN BOUNDARY AS SURVEYED LEGAL DESCRIPTION OF 187291 ACRES
1. ANY DEFECT,LIEN,ENCUMBRANCE,ADVERSE CLAIM,OR OTHER MATTER THAT APPEARS FOR THE FIRST TIME IN THE ,[ y y / (�
PUBLIC RECORDS OR IS CREATED,ATTACHES,OR IS DISCLOSED BETWEEN THE COMMITMENT DATE AND THE DATE ON BARCLAY DRIVE .V ♦ SITUATED IN THE TOWN OF WAXHAW,SANDY RIDGE TOWNSHIP,UNION COUNTY.STATE OF NORTH CARDONA,BEING ALL OF THE SAME PROPERTY AS
WHICH ALL OF THE SCHEDULE B,PART I-REQUIREMENTS ARE MET. (40'PUBLIC R/'M) _ (�- �(II1) -20NE AE DESCRIBED IN DEED BOOK 1484,PAGES 535 AND 537 RECORDED IN THE UNION COUNTY REGISTER OF DEEDS AND BEING BOUNDED AND DESCRIBED AS
/ 0B U / FEMA 100 YEAR
FLOOD PLANE `•l• \ PD 061362N FOLLOWS:
2. TAXES OR ASSESSMENTS FOR THE YEAR 2023,AND SUBSEQUENT YEARS,NOT YET DUE OR PAYABLE. PID as9a3z LAWSON COMMUNITY
STANDARD NOS, OF ASSOCIATION,INC COMMENCING FROM A 1"PINCHED PIPE ON THE NORTHERN PROPERTY UNE OF DAVID L.FRANCIS FAMILY LIMITED PARTNERSHIP(DEED BOOK 7413,
3. ALL DEFERRED TAXES.(EXCEPTION TO BE DELETED UPON SATISFACTION OF SCHEDULE B,PART I,ITEM 6.) - THE CAROLINAS.LLC ,1 \ DB 7554 PG 051 \ PAGE 209)PROPERTY S 69'07'09"E 1.351.34'TO A W4 REBAR,ON THE SOUTHWESTERN PROPERTY UNE OF WEST FORK FARM,LLC PROPERTY AND
INVERNESS ON D 7462 PG 208 a BEING THE TRUE PONT OF BEGINNING;THENCE N2O.19'13"W A DISTANCE OF 752.26'ALONG THE COMMON UNE OF DAVID L.FRANCIS FAMILY UNITED
PROVIDENCE PID 08159457 / PARTNERSHIP(DEED BOOK 6023,PAGE 716)AND WEST FORK FARM,LLC PROPERTIES TO A MOUND OF STONES;THENCE N33.26'37"W(PASSING
PHASE 1 MAP 1 ,, INGERNESS ON THROUGH A WS REBAR AT 295.91')A DISTANCE OF 591.82'TO AN EXISTING W5 REBAR;THENCE TURNING AND RUNNING ALONG THE COMMON UNE OF
4. THE FOLLOWING MATTERS DISCLOSED BY PRELIMINARY SURVEY ENTITLED"ALTA/NSPS LAND TITLE SURVEY OF WEST PC M PG 561-563/ I 7 PROVIDENCE OWNERS NEW BOUNDARY LINE FOLLOWS CENTERLINE \\\\ / STANDARD PACIFIC OF THE CAROLINAS.ENC LLC(DEED BOOK 7462,PAGE 208)AND WEST FORK FARM,LLC PROPERTIES N26'S4' E A DISTANCE OF
FORM FARM,LLC"BY JIM SAFRIT,P.L.S.OF ESP ASSOCIATES,INC..,DATED AUGUST 10,2022,LAST REVISED / ASSOCIATION,LLC OF CREEK(WEST FORK TWELVE MILE ""\•'� 1,123.47'TO A NEW a5.REBAR;THENCE ALONG THE COMMON LINE OF INVERNESSOON PROVIDENCE OWNERS ASSOCIATION,LLC(DEED BOOK 7554,
NOVEMBER 13,2023. / '\ YYY DB J554 PG 4B CREEK,TRIBUTARY 1)L1 THRU L53) \' / / PAGE 48)AND WEST FORK FARM,LLC PROPERTIES N25'52'31"E A DISTANCE OF 840.20'TO A NEW#5 REBAR;THENCE WITH THE AFOREMENTIONED
`�// `{ LINE N22.52'51"E(PASSING THROUGH A 1"IRON PIPE AT 300.64')A DISTANCE OF 312.35'TO A POINT IN THE CENTERLINE OF WEST FORK TWELVE
(A)SERVICE UTILITIES(AFFECTS SUBJECT TRACT AS SHOWN HEREON) \ \� �/ ` �? '`� / \\ MILE CREEK;THENCE FOLLOWING ALONG THE CENTERLINE OF SAID CREEK THE FOLLOWING 53(FIFTY-THREE)COURSES AND DISTANCES:
5. ANY DISCREPANCY IN THE QUANTITY OF THE AREA,SQUARE FOOTAGE,OR ACREAGE OF THE LAND OR OF ANY / / /Y �� 1� \\L_%y/ // ��\ (I)sst'59'40"E A DISTANCE OF 71.04'TO A PONT:(2)THENCE SON'27'10"E A DISTANCE OF 58.78'TO A PAINT;(3)rHENCEs26'so'01-E A
IMPROVEMENT TO THE LAND. \ l •c/7'1��' / DISTANCE OF 39.43'TO A POINT:(4)THENCE 564'28'51"E A DISTANCE OF 46.40'i0 A POINT;(5)THENCE OTT'IS 25"E A DISTANCE OF 87.98'TO
.�7 i fv ��-'�;,r. _RYA / /. A POINT;(6)THENCE S30'29'O6'E A DISTANCE OF 57.04'TO A PONT(7)THENCE SOB'06'45"E A DISTANCE OF 20.66'TO A PONT;(8)THENCE
6. RURAL LINE PERMIT TO MATTHEWS AND WAXHAW TELEPHONE COMPANY RECORDED IN BOOK 112,PAGE 247. � \4, \\/ 5l\^1` Si4'36'27"W A DISTANCE OF 30.05'TO A POINT;(9)THENCE S26'IN'22"E A DISTANCE OF 21.64'TO A POINT;(10)THENCE 50O'49'24"W A
(AFFECTS SUBJECT PARCEL AND IS BLANKET IN NATURE) h 100' V'\ \ \ DISTANCE OF 25.08'TO A POINT;(Ti)THENCE S10-05'13"W A DISTANCE OF 36.60'TO A POINT:(12)THENCE S36'53'47"E A DISTANCE OF 31.49'
\ / \ 2 100'POWER LINE E \ - \ i- TO A POINT;(13)THENCE 384.37'03"E A DISTANCE OF 11.44'TO A POINT;(14)THENCE N30'26'22"E A DISTANCE OF 18.14'TO A POINT;(15)
1/ �/ EASEMENT L53. - THENCE Nab'29'21"E A DISTANCE OF 15.25'TO A POINT;(16)THENCE S30'45'5B"E A DISTANCE OF 28.87 TO A POINT;(17)THENCE S45'22'
7. TELEPHONE LINE RIGHT OF WAY PERMIT TO MATTHEWS&WAXHAW TELEPHONE COMPANY,INC.RECORDED IN BOOK I (/ `� \
219,PAGE 532.(AFFECTS SUBJECT PARCEL AND IS NOT PLOTTABLE BASED UPON INFORMATION IN THE RECORDED / ',\Y\11 DB 5549 PG]37/ ` /1�
DOCUMENT) 1, \ 7 (EXC.re)//.,,/ / • 11 495E A DISTANCE OF 3805 TO A POINT;(18)THENCE 550'14'S2"E A DISTANCE OF 56 24'TO A POINT:(19)THENCE SB]'11 14"E A DISTANCE OF
(/ yl \\\���///... 43.87'TO A POINT(20)THENCE S75'13'OTE A DISTANCE OF 23.67 TO A POINT;(21)THENCE 581'25'22`E A DISTANCE OF 2765'TO A POINT;
(22)THENCE N34'40'01"E A DISTANCE OF 44.62 TO A POINT'(23)THENCE N46'07'17"E A DISTANCE OF 97.39'TO A POINT;(24)THENCE N66'
8. RIGHT OF WAY AGREEMENT TO THE STATE HIGHWAY COMMISSION RECORDED IN BOOK 176,PAGE 382.(AFFECTS \/ -� - 25'OFT A DISTANCE OF t7.26'TO A POINT;(25)THENCE NOR'08'OWE A DISTANCE OF 46.59 TO A POINT;(26)THENCE N87'ON'50'E A
SUBJECT PARCEL AS SHOWN HERON) \ \ \ \ �* /�t/ 11s' I • DISTANCE OF 45.56'TO A PONT;(27)THENCE N79'08'56"E A DISTANCE OF 120.69'TO A PONT:(28)THENCE N84'19'54"E A DISTANCE OF
E,' 'A' •
74.52'TO A POINT;(29)THENCE N76'46'30°E A DISTANCE OF 31.80'TO A POINT;(30)THENCE 580'06'O6'E A DISTANCE OF 34.30'TO A POINT;
9. INTENTIONALLY DELETED \ \ \ B,,AyA$ �� (Si)THENCE 548'46'38"E A DISTANCE OF 42.39'TO A POINT;(32)THENCE S34'37'15'E A DISTANCE OF 75.21'TO A POINT;(33)THENCE S47'
/ 4. gh • 09'43"E A DISTANCE OF 48.58'TO A POINT;(34)THENCE S54'41'02"E A DISTANCE OF 55.50'TO A POINT;(35)THENCE 526'11'36"E A
10. GRANT S EASEMENT R NORTH CAROLINA NATURAL GAS CORPORATION RECORDED INR BOOK 927,PAGE 734. #5 REBAR PID AROU AS,3C DISTANCE OF 48.53'TO A POINT;(36)THENCE S51'32'47'E A DISTANCE OF 58.19'TO A POINT;(37)THENCE 534'32'18"E A DISTANCE OF 68.37'
(AFFECTS SUBJECT PARCEL,NO GAS APPURTENANCES VISIBLE AT TIME OF FIELD SURVEY,NOT PLOTTABLE)(ALTA LErvDR CARouNAs,LLC TO A POINT;(38)THENCE 510'02'335E A DISTANCE OF 74.11'TO A POINT;(39)THENCE S26'17'20'W A DISTANCE OF 17.91'TO A PONT:(40)
DB 5803 PG 250
28-06 ENDORSEMENT) I'� J• 1'ROD THENCE S3'42'06"E A DISTANCE OF 40.44'TO A POINT;(41)THENCE S24'26'OD"E A DISTANCE OF 43.98'TO A POINT;(42)THENCE 543'16'
U`s y PID K FARM,
/ 21"E A DISTANCE OF 73,44'TO A PANT;(43)THENCE S15 00'33"E A DISTANCE OF 121.77'TO A POINT;(44)THENCE 58'09'19"E A DISTANCE OF
WEST FORK FARM,LLC.
NCOUNTY RECORDED IN ///��� -I. 1.6'TO A POINT' 45 THENCE 524'22'32"E A DISTANCE OF 62.27 TO A POINT(46)THENCE$18.43'07'E A DISTANCE OF 42.52'TO A POINT:
11. SANITARY SEWER LINE EASEMENTS TO UNION DB 1484 PG 535 \ / :' / S- 5 0 ( )
BOOK 1942,PAGE 542; (AFFECTS SUBJECT PARCEL AS SHOWN HEREON) iA GIs REBAR DB 1484 PG 537 y/ / / (47)THENCE SOT 18'23"E A DISTANCE OF 86.89'TO A PONT:(48)THENCE S30.53'22"E A DISTANCE OF 79.06'TO A POINT:(49)THENCE 519'
BOOK 3380,PAGE 687; (DOES NOT AFFECT SUBJECT PARCEL) 9 8,158,407 SQ.FT. - 519'17'OB"E /\ `4 34'51"E A DISTANCE OF 74.61'TO A POINT;(50)THENCE 533'Si'54"E A DISTANCE OF 45.08'TO A POINT;(Si)THENCE 542'18'045E A DISTANCE
187.291 AC. 413.36' (( 1L�}/
BOOK 3634,PAGE 840; (DOES NOT AFFECT SUBJECT PARCEL) :FOR y 1 t /\ >° / OF 63 AT
TO H A PONT: NE)THENCE FOR 313'S7"E A DISTANCECREEK,OF T NIO A POIDT:OOI THENCE REE'56''26'A DIS"w A ISE OF 52.20' 1'O A
BOOK 6211,PAGE 542; (AFFECTS SUBJECT PARCEL AS SHOWN HEREON) \\ v\ �(\ PONT AT THE CENTER UNE OF WEST FORK TWELVE MILE CREEK;THENCE TURNING AND LEAVING SAID CREEK 556'26'18"W A DISTANCE]]].RO
PID 06162D13A J9A ^ 4 \\ ALONG THE COMMON UNE OF LENNAR CAROLINAS,LLC(DEED BOOK 5603,PAGE 250)AND WEST FORK FARM,LLC PROPERTIES TO A 1"IRON ROD:
12. EASEMENT AGREEMENT TO PIEDMONT NATURAL GAS COMPANY,INC.RECORDED IN BOOK 3577,PAGE 255.(AFFECTS OAMD L FRANCIS FAMILY /5 REBAR 694 gg � '� \/ / THENCE S19'17'08"E A DISTANCE OF 413.36'ALONG.THE AFOREMENTIONED LINE TO A#5 REBAR;THENCE N87'35'06"E PASSING THROUGH A g3
SUBJECT PARCEL,NO GAS APPURTENANCES VISIBLE AT TIME OF FIELD SURVEY,NOT PLOTTABLE)(ALTA 28-06 UNITED PARTNERSHIP MOUND OF 3S •
�R / REBAR AT 694.99'THEN CONTINUING FOR A TOTAL DISTANCE OF 709.43'TO A POINT IN THE CENTER OF WEST FORK TWELVE MILE CREEK;THENCE
ENDORSEMENT) 08 6023 PG 716 \ �".�-'� �. /' . \/ FOLLOWING ALONG THE CENTERLINE OF SAID CREEK THE FOLLOWING 29(TWENTY-NINE)COURSES AND DISTANCES:
ea;
.3 REBAR '�'N. NC J/\
13. ORDER AND JUDGMENT MODIFYING COMMISSIONERS'REPORT AND EFFECTIVE PARTIES'SETTLEMENT RECORDED IN APPROXIMATE LOCATION (®1a13) `` `
\ 20'CONSTRUCTION P NB]°35'O6"E i .(A"�'1, , \ (1)THENCE S85'14'16"E A DISTANCE OF 55.54'TO A POINT;(2)THENCE S58.02'14"E A DISTANCE OF 137.4F TO A POINT:(3)THENCE 53T 16'
BOOK 5549,PAGE 737.(AFFECTS SUBJECT PARCEL AS SHOWN HEREON) \ 1"PINCHED TOP y EASEMENT,PERMANENT ]09.43'(T) y'.. \/� K. \ 34"E A DISTANCE OF 661.79'TO A POINT;(4)THENCE 521'17'44"E A DISTANCE OF 242.32'TO A POINT;(5)THENCE 546'13'445E A DISTANCE OF
PIPE(P.O.C.) NOm\ _ / \ \ / 200.33'TO A POINT,(6)THENCE 541'44'245E A DISTANCE OF 250.93'TO A POINT,(7)THENCE 524'21'44°E A DISTANCE OF 289.60'TO A POINT:
10'UG POWER EASEMENT AID 135165
14. INTENTIONALLY DELETED \ (SCALED FROM BOOK 8601 30'SANITARY 'A �AWSON COMMUNHtt, (60 THENCE S8'31'56"W A DISTANCE OF 114.94'TO A PONT(9)THENCE SOT 37'34"E A DISTANCE OF 166.13'TO A POINT;(10)THENCE S19'Y7
J PAGE 508 \ SEWER EASEMENT ASSOOATION,INC. 045E A DISTANCE OF 1649D)i0 A POINT;(11)THENCE 527'00'24"E A DISTANCE OF 141.69'TO A POINT;(12)THENCE D518'ISH 48'O6"W A DISTANCE
15. RIGHTS OF OTHERS IN AND TO THE CONTINUOUS AND UNINTERRUPTED FLOW OF THE WATERS BOUNDING OR \ \ ) s DB.7 PG s1
DB 1942 PG 542 OF 30 DI TO A POINT;(90'THENCE Sob'(11 S4"E A DISTANCE 0'24 15 DI A A POINT 69' THENCE S73'00 THEN E DISTANCE 6" A DISTANCE
TO A
\ �4\ \ ' � 20'PERMANENT
GROSSING THE LAND AND RIPARIAN AND/OR LITTORAL RIGHTS INCIDENT TO THE LAND. \ (EXC./11) \ POINT;(15)THENCE N7O'36'08"W A DISTANCE OF 21.21'TO A PONT;(16)THENCE N27'43'00"W A DISTANCE OF 36.61'TO A POINT (17)THENCE
\ \ \ SEWER R/W N00'38`42"W A DISTANCE OF 102.85'TO A POINT:(19)THENCE N13'49'00'W A DISTANCE OF 49.38'TO A POINT:(19)THENCE N23'31'14"W A
i6. RIGHTS OF OTHERS THERETO IN AND TO THE CONTINUOUS AND UNINTERRUPTED FLOW OF THE WATERS BOUNDING ) N DB 6211 PG 542
g9, ,„.2 m \ FEMA 500 YEAR � •
_ . (EXC./11) DISTANCE OF:48.18'TO A POINT;(20)THENCE N40'59'29°W A DISTANCE OF 279.95'TO A POINT;(21)THENCE N58'12'36'W A DISTANCE OF
OR CROSSING THE LAND AND CLAIMS TO LAND CREATED OR LOST BY ACCRETION,RELICTION OR AVULSION 0)•O9" FLOOD PLANE \ ti, 87,69'TO A POINT;(22)THENCE N74'41 09"w A DISTANCE of 39.13'To A POINT;(23)THENCE Nar 34'24"7 A DISTANCE of n.39'To A POINT;
RESULTING FROM MOVEMENT OF THE CREEK FORMING THE BOUNDARY OF THE INSURED LAND. \ \ 6•1351\ 100' (24)THENCE 585'28'14°W A DISTANCE OF 42.45'TO A POINT;(25)THENCE S76'50'07"W A DISTANCE OF 94.30'TO A POINT;(28)THENCE Nfifi'
\ 04 \ 100'POWER LINE ` "' 10'20"W A DISTANCE OF 87.08 TO A POINT (27)THENCE N74-54'O5"W A DISTANCE OF 26373 TO A POINT,(28)THENCE N69.09'50"W A
17. INTENTIONALLY DELETED P�//,�� HD AO 3q EASEMENT ,, :. / ....._
m j L? Oe \ DB 5549 PG 737 20'TEMP �.� LAY50N ( DISTANCE OF 267.13'TO A POINT.(29)THENCE N67 38'03 W A DISTANCE OF 93.91'TO AN EXISTING#4 REBAR WITH CAP ON THE NORTHEASTERN
..11..� \ Aq CS 62g4 \ (EXC, 3 SEWER EASEMENT , PHASE 2 MAP 3�\� LINE OF CULBERTSON RD I,LLC(DEED BOOK 4142.PAGE 004);THENCE WITH SAID LINE N67'36'43"W A DISTANCE OF 179.63 TO AN EXISTING 1/25
18. LACK OF A RIGHT OF ACCESS TO AND FROM THE LAND(PARCEL 1SBO1O WEST FORK FARM,LLC CURRENTLY Tom•*" / \ OB 7Nfq CX p4 REBAR ( ) DB 6211 PG 542 /,- PB M PG 980-98f IRON PIPE AT THE COMMON CORNER OF CULBERTSON RD I,LLC(DEED BOOK 4142,PAGE 004);AND ROBERT WALTER AND CHRISTINE L.PFISTER
HAS ROAD ACCESS AT SOMERLED WAY) r's�a'4 V P P <rH (P.o.e.) \ (EXC.�'11) o • _ /VA A
O,A O 5'e4 \ 8D9 \ SW OW�1A 06135003 \� (DEED BOOK 3Ja PAGE 13]);THENCE FOLLOWING THE COMMON UNE I1H OF WEST FORK FARM,LLC ANO ROBERT WALTER AND CHRISTNE L.POSTER
19. EASEMENT(S)TO UNION ELECTRIC MEMBERSHIP CORPORATION RECORDED IN BOOK 8601,PAGE 508.(AFFECTS ;�m 4� \ y ,r LAWSON COMMUNITY PROPERIES N68'37 08"W A DISTANCE OF 1630.09'To A POINT AT THE SOUTH EAST CORNER OF DAMP L.FRANCIS FAMILY LIMITED PARTNERSHIP
• y1® 'S III AssoaanON,Nc.
SUBJECT PARCEL AS SHOWN HEREON (NO BEARINGS OR DISTANCES PROVIDED ON EXHIBIT"A' OR IN THE 'P y B d\\ m \\ �� •• 8 I OB 7554 PG 51 (DEED BOO(]413.PAGE 209);THENCE TURNING AND RUNNING ALONG SAID LINE N19'42'18"W(PASSING THROUGH A 25 PIPE AT 10.40')A DISTANCE
DESCRIPTION FROM BOOK 8601 PAGE 508.EASEMENT LOCATION IS APPROXIMATE AND HAS BEEN SCALED FROM aGO� \ \ �-�- FEMA 500 YEAR- Y m of 3sao1'AND RETURNING r0 THE TRUE POINT OF BEGINNING,CONTAINING a15e,4o7 SQUARE FEET OR ta7.2st ACRES MORE OR LESS.
BOOK 8601 PAGE 508 Z p y�G3�\ PD D616zo17 m \ \\ FLOOD PLANE � \ � ^`
WALTER RVF,I & 5,f• Al... 1\ ,
c�,� CHRISTNE L PF sTER \ FEMA 100 YEAR A Vs
d'S DB 376 PG 137 2"PIPE C A• Y •'
LEGAL DESCRIPTION FROM TITI E COMMITMENT �.a'�'p \ t 700,421 SO FT \ 0 1o.a' FLOOD PLANE s ys
\*
39.036 ACRES \ mc9
TRACT,: v�\\ \ • \�C, f `1
ALL OF THAT CERTAIN TRACT OF LAND CONTAINING 20 ACRES,MORE OR LESS,LYING AND BEING IN SANDY RIDGE s 1 "jj N -TOWNSHIP,UNION COUNTY,NORTH CAROLINA,ADJOINING THE LANDS(NOW OR FORMERLY)OF F.M.SUTTON,THE ESTATE Parcel Li Table Parcel Line Table Parcel Line Table NEW BOUNDARY
UNE FOLLOWS
TWESSTE MIL
E
arce Line ae arce OFCREEK
LANDS OF H.F.BIVENS AND OTHERS,AND BEING THE SAME TRACT OF LAND DESCRIBED AS FOLLOWS: (WEST FORK20'PERMANENT
Line# Direction Length Line# Direction Length Line# Direction Length N6g°3,06. CREEK,TRIBUTARY I)L57 THRU L82) ,\,\ ,I DBSEWWER211 R saz
N.BEGINNING 05' W.2.53T A P CHS.INE KTOTABPINE STAKE BY A
SMALOD L HICKORY HICKORY POINTERD SOURWOOD, ; THENCE TERS, NWITH 2D S NEW HLINES,1ST,INN.65*N'S I E. W A6'JG00, (EXC-#1) '
7.50 CIS.TO A PINE STAKE; 2ND,S.84*E.13 CHS.TO A PINE STAKE BY A HICKORY AND DOGWOOD POINTERS ON A Li S 61'S9'40"E 71.04' L31 S 48°46138"E 42.39' L62 S 7'37'34' E 166.13' `` \ i \'
HILL ABOUT N.Ni'E.36 LINKS BEARING&DISTANT FROM A SPRING; THENCE 3RD LINE,S.23*E.14.30 CHS.TO A L2 S 68'27'10"E 58.78' L32 S 34'37'15"E 75.21' L63 S 19'27'04"E 164.90' \„ -- \j
7\_ A j \PINE STAKE IN ALINE OF THE ESTATE LANDS OF H.F.BIVENS,DE'CD.AND ABOUT 1.16 CHS.FROM THE MAPLE CORNER �ON THE BANK OF THE HOWARD MILL CREEK: THENCE WITH SAID LINE N.66*W.26.65 CIS.(PASSING J.C.HAVWOOD'S L3 S 26'50'01"E 39.43' L33 S 47'09'43' E 48.58' L64 S 27'00'24"E 141.69' �'� •
t, // I 1"
CORNER AT 1.74 CHS.)TO THE BEGINNING,CONTAINING TWNETY(20)ACRES,BOUNDED NORTH AND EAST BY THE -- -
LANDS OF N.S.MATTHEWS.SOUTH BY THE ESTATE LANDS OF THE H.F.BIVENS,DEED AND J.C.HAYWOOD AND WEST BY L4 S 64°28'51"E 46.40' L34 S 54'41'02"E 55.50' L65 S 18'46'06"W 307.71' A/
�2'PIPE 6 .......W./CAP X4 RB
THE ANDS OF F.M.SUTTON. /�� / C �� P,
L5 $11'13'25"E 87.98' L35 S 26%1'3fi'E 48.53' L66 S 4°08'S4"E 159 68' / g20'TEMP
/ Co2` EWER EASEMENT �`,C
TRACT 2: L6 S 30'29'O6"E 57.04' L36 S 51'32'47"E 58,19' L67 S 73'00'21"W 124.34' / *81 DB 6211 PG 542 PHASE 2 MAP 2
/ f ` PC M PG 775-776
ALL OF THAT CERTAIN TRACT OF LAND CONTAINING 170.25 ACRES,MORE OR LESS LYING AND BEING IN SANDY RIDGE I �_ L7T (EXC.ptt) Pc M PG Baa-WAS
L7 S 8'06'45"E 20.66' L37 S 34'32'18"E 68.37' L68 N 70°36'O8"W 21.21' // PID 06162021 Lg \,' \
TOWNSHIP,UNION COUNTY,NORTH CAROUNA,ADJOINING THE LANDS(NOR OR FORMERLY)OF W.R.LEDFORD,CHESTER / CULBERTSON RD 1,LLC. { 0\ -- }
SIMONDS,L.F.McCALL AND OTHERS,AND BEING THE SAME TRACT OF LAND DESCRIBED AS FOLLOWS: LB S 14'36'27"W 30.05' L38 S 10°02'33"E 74.11' L69 N 27'43'00"W 36.61' -/ DB 4142 PG 004 /. [>y_Lj5-S. q,,\ L ND 06135206 1 /
LAWSON COMMUNITY
L76 " PbASSOCIATIONINC.,\�
BEGINNING AT A POINT IN THE CENTER OF HIGHWAY NO.262,L.F.McCALL'S PROPERTY CORNER,IDICATED BY AN IRON L9 S 26'19'22"E 21.64' L39 S 26`I7'20"W 17.91' L70 N 0'38'42"W 102.85' _ D9 7554 G 51
STAKE ON LINE EAST SIDE THEREOF,AND RUNS THNCE WITH SAID McCALL'S LINES,1ST,N.70*15'E.319 FEET TO AN .r 7'30'SANITART G'T
•o
L40 "E 40.44' L71 N 13°49'00"W 49.38' " - /, \/ GRAPHIC SCALE
IRON STAKE; 2ND,N.87*15'E.2985 FEET TO A STAKE IN ROGERS BRANCH BY POINTERS; THENCE DOWN SAID L10 S 0°49'24"W 25.08' S 3'42'O6 SEWER ,----
/' \ \
BRANCE S.20*W.170 FEET TO AN IRON STAKE ON THE EAST BANK OF SAID BRANCE BY A SYCAMORE,CHESTER / i ) De.1942 PG 542 �,.' (TIE) \ \/
SIMOND'S CORNER; THNCE WITH SAID SIMOND'S LINE,S.71*E. 1450 FEET TO AN IRON STAKE BY A W.O,P.O.,AND L11 S 10'05'13"W 36.60' L41 S 24'26'00"E 43.98' L72 N 23'31'14"W 48.18' i I (EXC.A") , L m I;�EI 5 V WE o OP NB *BF 1200
PINE; THENCE 5.15*15'E E.313.5 FEET TO AN IRON STAKE; THENCE S.25*15'W.1900 FEET TO A STONE ON THE / 1 Le
L12 S 36'53'47"E 31.49' L42 S 43'16'21"E 73.44' L73 N 40°59'29"W 279.84' / A • REBAR
NORTH SIDE OF ROGERS BRANCH BY AN IRONWOOD,W.R.LEDFORD'S PROPERTY CORNER; THENCE WITH SAID LEDFOROS'S / St j W4 R-AR
UNE,N.74*30'W.130 FEET TO A POINT IN SAID BRANCH; THENCE UP AND WITH SAID BRANCH AS FOLLOWS: 1ST,N. L13 S 84'37'03"E 11.44' L43 S 16'00'33"E 121.77' L74 N 59'12'36"W 67.69' PIO 06135091
46*30'W.160 FEET; 2ND,N.3*30'W.215 FEET TO THE FORKS OF SAID BRANCH; 3RD,UP WEST PRONG OF SAID / CLASSIC NEIGHBORHOW •'L� ,. (IN FEET)
DEVELOPMENT.LLC. 27'BEECH TREE
L14 N 30'26'22"E 18.13' L44 S 8'09'19"E 51.06' L75 N 74°41'09"W 38.13' / IL69 � FOUND AT CORNER \ 1 INCH=300 FT.
BRANCH N.89*W.100 FEET; 4TH,N.73*30'W.194 FEET; 5TH,S.83*30'W.200 FEET; 6TH,N.76*30'W.200 DB 7931 PG a1s4
FEET; 7TH,N.49*15'W.480 FEET TO AN IRON STAKE BY A WILLOW POINTER,W.H.LEDFORD'S CORNER; THEN WITH 3 //////yyy ! \ \
OF HIS LINES,1ST,N.69*15'W.1199 FEET TO AN IRON STAKE BY A SOURWOOD; 2ND,S.62*30'W.624.5 FEET TO L15 N 88'29'21"E 15.25' L45 S 24'22'32"E 62.27' L76 N 87'34'24"W 77.39' f LOB
PID 0613500z
AN IRON STAKE; 3RD,S.86*W.418 FEET TO A POINT IN THE CENTER OF HIGHWAY#262,INDICATED BY AN IRON L16 S 30'45'58"E 28.82' L46 S 18'43'07"E 42.52' L77 S 85'26'14"W 42.45' J \ CLASSIC 0615002O. \
STAKE EAST SIDE THEREOF; THENCE WITH THE CENTER OF LINE OF SAID HIGHWAY,N.18*30'W.1600 FEET TO THE DEMELOPMENT,LLC.
BEGINNING,AND CONTAINING 170.25 ACRES,MORE OR LESS,AS SURVEYED BY RALPH W.ELLIOTT,C.S.,MAY 24TH L17 S 45'22'49"E 38.05' L47 S 7'18'23"E 86.89' L78 S 76°50'07"W 94.30' DB 7973 Pc 270
1946.)
LIB 5 50'14'52"E 56.24' L48 S 30'53'22"E 79.06' L79 N 6610.20"W 87.08' TO: WEST FORK FARM,LLC/(F/K/A EVELYN LEWIS FAMILY LIMTED PARTNERSHIP)
TO: SHEA HOMES CAROLINA,LLC,A DELAWARE LIMITED LIABILITY COMPANY
L19 S 87'11'14"E 43.87' L49 S 19°34'51"E 74.61' L80 N 74°54'05"W 263.73' To: CHICAGO TITLE INSURANCE COMPANY
N0. DATE REVISION BY
L20 5 75'13'07"E 23.67' L50 S 33'51'54"E 45.08' L81 N 69°09'50"W 267.13' THIS IS TO CERTIFY THAT THIS MAP OR PLAT AND THE SURVEY ON WHICH IT IS BASED WERE MADE IN
ACCORDANCE WITH TIE 2021 MINIMUM STANDARD DETAIL REQUIREMENTS FOR ALTA/NSPS LAND TITLE SURVEYS, ALTA/NSPS LAND TITLE SURVEY OF PROJECT NO
X36.800
L2( S 87'25'22"E 27.65' L51 $42'18'04"E 63.61' L82 N 67'38'03"W 93.97' JOINTLY ESTABLISHED AND ADOPTED BY ALTA AND NSPS,AND INCLUDES ITEMS 1,3,4,8,9,11(o),13,14,16,B 17 OF
TABLE A THEREOF.THE FIELDWORK WAS COMPLETED ON AUGUST 08,2022. WEST FORK FARM, LLC SCALE
L22 N 34'40'01"E 44.62' L52 S 20'38'57"E 109.37' L83 N 67'34'33"W 180.04' DATE
1"=300'
DATE PLAT OR MAP: NOV BER 27,2023 (F/K/A EVELYN LEWIS FAMILY
L23 N 46°07'17"E 97.39' L53 S 16°56'09"E 52.20' L84 N 70'36'22"E 256.90' NOVEMBER 27,2023
�, LIMITED PARTNERSHIP) DRAWN BY
L24 N B6'25'08"E 17.26' L54 S 85'14'16"E 55.54' L85 N 70'36'22"E 46.72' GEJ/GAT
JAME E.SAFRIT NCPLS: 4380 'CHECKED BY
L25 N 76'OB'39"E 46.58' L55 S 58'02'14"E 137.41' �� LOCATED IN: JES
ESP Associates,Inc. _ \TTTTFFILTITTT4i O\\TTL,LCq/T�zz, DATE SURVEYED
• '.ES
P.O.Box 7030 L26 N 87°09'S0"E 45.55 L57 S 2,'17'44"E z4z.3z' �`��N�ARp soot
Ro SANDY RIDGE TOWNSHIP
IVE
AUGUST O8;2022
.�O_.✓"ES S/�•'•ti `�OQ_f............'•.��''i DRAWING No
chanOtle,NC2824, ;, /55N a\vG_ oi' +9'o UNION COUNTY, N.C. IX36-ALTA-LEO,S.DWG
L27 N 79°OB'S6"E 120.69' L58 S 46'13'44"E 200.33'
3475 Lakemont Blvd. _ !C l•, �, = CLIENT:
Fort MIII,SC 29]0a THIS TO DRAWING AND/OR THE DESIGN sH N ARE THE L28 N 64'19'S4"E 74.52' L59 S 41'44'24"E zso.s3' = s43L c _ LICENSE NO.: ,
L-4380 ; E_1407 ; _ SHEA HOMES
PROPERTY OF ESP ASSOCIATES,INC. THE REPRODUCTION, RJ = =
704-8023449(NC) PLTERAnoN,cOPnNc oR OTHER USE of THIS DRAwNc L29 N 76'46'30"E 31.80' L60 S 24°21'44"E 289.60' '9 of ,^k•.,• CAROLINA LLC
WITHOL?THflR WRfFlEN CONSEM IS PROHIBITED AND ANY y '�
803-802-2440(SC) wFRINGB0000 S, 8E SUBJECT TO LEGAL ACTION. L30 S 80'O6'O6"E 34.30' L61 5 8'31'S6"W 114.94' NO ENCROACHMENTS FOUND AT TIME OF SURVEY �94,,tw S U RV✓'Q'\�� �ip ......................
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DVS
1. INSET"C" NO ,Now \
NOT TO SCALD_ ABBREVIATION LEGEND
1. SUBJECT TRACT PARCELS:06162017;06162016;06162015 \ -
RB#5SET RB N5 LINE TABLE B/C -BACK OF CURB \
2. SUBJECT TRACT ADDRESS:NO ADDRESS SET BARBED WIRE CONC-CONCRETE
3. SUBJECT TRACT DEED/PLAT REFERENCES: FENCE CROSSES DB -DEED BOOK
LINE # DIRECTION LENGTH
PIDN 0616201:DB 376 PG 137 uNE _ E/P -EDGE OF PAVEMENT 1
PIDN 06162015:DB 899 PG 508 - L4 LT S77'25'05"W 93.95' HOPE-HIGH DENSITY POLYETHYLENE PIPE - -
� PIDN 06162016:DB XXX PG XXX X-� 1 -�W
\ �-- NCDOT / IP -IRON PIPE 1
(TRACT 1 FROM 111LE COMMITMENT) RC' 5" RIGHT OF WAY � L2 N24.09'26"W 100.37' NAD -NORTH AMERICAN DATUM ,; `
WALTER PETER POSTER&MELANIE PFISTER \\ 4. UNADJUSTED RATIO OF PRECISION:1:286,234 L3 ��DB 7465 PG 106 \SHED (5 NAVD-NORTH AMERICAN VERTICAL DATUM - -
HOWARD(F/K/A MELANIE ROSE POSTER) \ \ID �A \ (DC Ne) L3 N82'22'53"E 30.00' NCDOT-NORTH CAROLINA DEPARTMENT OF -/ --I `i
5. SURVEY COMPETE:JULY 08,2022 TRANSPORTATION
2'N.C.NATURAL PID#06162015 \ •+p.. oV L4 N82'22'53'E 122.09' NCSPCS-NORTH CAROLINA STATE %
GAS EASEMENT DB 899 PG 508 \ 6. SUBJECT TRACT IS GRAPHICALLY LOCATED IN ZONE'X''AREAS DETERMINED TO BE OUTSIDE THE \°. `' OV� PLANE COORDINATE SYSTEM
\(IX4• 20,010 SD FT \ 0.2R ANNUAL CHANCE Fl000PLAiN."AS SHOWN ON FEMA FIRM COMMUNITY PANEL NUMBER N ' 'CP 15"TEMP.CONSTRUCTION �� -LS 56837'07"E 138.17' '
0.459 ACRES PERMANENT \ 37104474001 EFFECTIVE DATE 10/16/2008. NW PERMANENT UTUTY NMS -NO MONUMENT SET
jai
\� ASEMENT
OW
\ UTILITY \ DB 7465 PG Ho] EASEMENT L6 568'37'09"E 137.87 P/L -PROPERTY LINE
\ 7. HORIZONTAL AND VERTICAL CONTROL ESTABUSHED WITH GPS USING NCGS VRS j ( Ng) DB 7465 PG 107
PB -PLAT BOOK FO
EASEMENT -lB '(.9....
- - �\ RB SHED \ HORIZONTAL DATUM-NCSPCS(NAD 83/2011) \SiW ( �) L7 -N81'S2'21"E 30.00' PG -PAGE
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8) 8. NO EVIDENCE OF RECENT EARTH MOVING WORK.BUILDING CONSTRUCTION,OR BUILDING ADDITIONS 2 2�05 LB N81'S2'21'E 127.50' POB -POINT OF BEGINNING `
L7�. (9 OBSERVED IN THE PROCESS OF CONDUCTING MELD SURVEY \ N \ O RB -REBAR 'IF a
NN Ti:Ilk' 15"L O (5 2.33' N 567 -
G� BYRUM
B UbL ROAD\ v; "_ RB#5 L70 S68 213. - FEET CONCRETE PIPE
DAVID L.FRANCIS FAMILY \ _ L9 " _ RCP REINFORCED
yv`' S7 39 E 136.50
'tl-'C LIMITED PARTNERSHIP N �"T•
so'PUBLIC RIGHT OF WAY 2`575 ,ZAj Ty(Sly W<74� PIDN06182014 P.EASEMENTU10 0911 W 70' RSO/W RIGHT OF WAY illki...:4'
NET J PG 921 - �•s R I DIS i`� De Pc to7 Llt S68U9'1 t'W 30.00' (T)FT-70TALRE
PLAT C� NO % (6 W- DB 4552 PG 609 \ � RB 5
,6 �� OS E P\• B#5���0u \ L12 N25'27'39"W 133.00'
4:, ‘,6\\,N W.W N70 2S�LN31 NP EI41 Ou- \ \ TRAP.ECOIIM CnoN VICINITY MAP NO SCALE
\�N IjY ,4.C.EP Du L13 N69ENT '32'00"E 243.25' SYMBOL LEGEND
RB 5 5 1 DB 7465 PG 117
SEE INSET"A" \ �.M\ GP tAC• 5'0 9 <S� Ott \ (EXC.NIO) ( )-BEARING AND DISTANCE FROM DEED I FOAL DESCRIPTION FROM TIRE COMMITMENT
_�\�\\`\ ��5) 40 Q0�T ��- L74 S67'S6'00'E 139.64'
30.00� pEuur�1.5• E 3 340. W- / `\ • -REBAR FOUND(UNLESS NOTED)
(L11) 0 R' 4y 30 0 E DU- OW L15 S68'37'00"W 339.65' LYING AND BEING SITUATE IN UNION COUNTY,NORTH CAROLINA,AND BEING MORE PARTICULARLY
�� R pT68 57•30 \. Du / \ 14 RB 0 -#5 REBAR SET(UNLESS NOTED) DESCRIBED AS FOLLOWS:
(TRACT 2 FROM 111LE k. ,15"�0 co''NS L76 N2475'00"W 100.00' TRACT 1:
COMMITMENT) \% NOpE N ' SRM4l ® -CATCH BASIN
WALTER ROBERT ` ZOpS EG \ BEgNNING AT A POINT IN THE CENTER UNE OF NC HIGHWAY 6(ALSO KNOWN AS PROVIDENCE ROAD
&CHRISTINE PFISTER -ELECTRIC BOX r )
PIDN06162016 la 72j7'•T7' N AT THE POINT AT WHICH SAID CENTER UNE IS INTERSECTED BY THE CENTER UNE(IF EXTENDED)OF SR
o•J -GAS VALVE #1306,SAID BEGINNING POINT BEING INDICATED BY AN IRON IN RANGE OF NEXT LINE 30 FOOT DISTANT
DB 386 PG 751 30.00'+ , HEADWALL \.0• AND BEING A CORNER OF THE PROPERTY OF H.MOORE,JR.ABS WIFE(DEED BOOK 248,PAGE 301);AND
28072 SO FT v-SIGN RUNNING THENCE FROM SAID BEGINNING POINT ALONG AND WITH TWO(2)OF SAID MOORE'S ONES AS
.� >
0.645 ACRES FOLLOWS:(1)N.82-50 E.(PASSING AN IRON IN SAID LINE AND IN THE EAST RIGHT OF WAY UNE OF NC
n y CO -TELEPHONE PEDESTAL HIGHWAY#16 AT 30 FEET),A TOTAL DISTANCE OF 157.50 FEET TO AN IRON;AND(2)67 E.136.50 FEET
24"RCP \`\ (N28"00'00"W 300.00') VC' $ TO AN IRON IN SAID UNE.A CORNER OF THE PROPERTY OF CRAKES W.JONES AND WIFE(DEED BOOK
gyp,.+-UTILITY POLE 254,PAGE 762
S26.45'30"E 300.00' }THENCE ALONG AND WITH SAID JONES'UNE,S.69-06-50 W.(FEET). T IRONLIN
\ O SAID LINE AND IN THE EAST RIGHT E WAY LINE OF NC HIGHWAY#16 AT 213.70 FEET).A TOTAL
CHARLOTTE MECKLENBURG I \ \ y09 DISTANCE OF 243.70 FEET TO A POINT IN THE CENTER UNE OF NC HIGHWAY N16;THENCE ALONG AND
HOSPITAL AUTHORITY GtIOW WITH THE CENTER LINE OF SAID HIGHWAY N.24-30 133.00 FEET TO THE BEGINNING AND CONTAINING
PID#061620098 \\. \\ \1' 0 0.496 ACRE,MORE OR LESS,ACCORDING TO A SURVEY ABS PLAT THEREOF BY JAMES S.BROWER R.L
DB 4315 PG 174 \ ' m C� S.LESS AND EXCEPT THE LAND CONVEYED BY DEED FOR HIGHWAY RIGHT E WAY RECORDED IN BOOK
PLAT CAB.0 PG 913 4/3 \✓ No 7465,PAGE 106,UNION COUNTY REGISTRY.
9 O TRACT 2:
\ \\ \f fit^J'O S8B•3jJ \ BEGINNING AT AN OLD IRON IN J.B.WOLFE'S LINE(NOW OR FORMERLY),THE NORTHEASTERLY CORNER
'AS SURVEYED PROPERTY DESCRIPTION" (S6 O 2"PIPE NORTH OF OF J L HAYW000.PROPERTY(NOW OR FORMERLY),AND RUNS THENCE WITH SAID J.L.HAYWOOD'S LINE
• o. O/,f 6'T5'B F 28, LINE 7.66' S.68-37 W.339.65 FEET TO(A
WALTER PETER PFISTER&MELANIE PFISTER HOWARD O / Ope ,48, \ NAIL IN THE CENTER UNE OF PROVIDENCE ROAD(NC NO.16);THENCE WITH THE CENTER UNE OF
(F/K/A MELANIE ROSE POSTER) \OA 9p A`P 2850 (T� N19'42'18"E 10.40'(TIE) PROVIDENCE ROAD N.24-15 W.100.00 FEET TO A NAIL EUZABETH ANN HAYWOOD'S CORNER(NOW OR
i ; O JJJ °D) FORMERLY):THENCE WITH EUZABETH
PIDN 06162015 rN \ O ,J ♦.
y p ♦♦♦. ANN HAYWOOD'S LINE N.89-32 E.243.25 FEET TO AN OLD IRON IN HE J.B.WOLFS UNE:THENE V4TH
SITUATED IN THE TOWN OF WAXHAW,SANDY RIDGE TOWNSHIP,UNION t. !•A <P V♦♦•♦♦•♦� J.B.WOLFE'S UNE 5.fi7-SR E.139.64 FEET TO THE POINT AND PLACE OF BEGINNING,ALL AS SHOWN
COUNTY.STATE OF NORTH CAROLINA,BEING ALL E THE SAME PROPERTY JO \ Q y��� ♦•♦♦♦�♦� BY SURVEY OF T.J.ORR,R.DATED FEBRUARY 22.1973.
AS DESCRIBED IN DEED BOOK 899 PAGE 508,RECORDED IN THE UNION , S. O ♦♦♦♦ ♦♦♦
m
41- C't \ ♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦�♦�
COUNTY REGISTER OF DEEDS AND BEING MORE PARTICULARLY DESCRIBED 00 N'P �♦�♦♦♦♦♦♦♦♦♦" so' O P TRACT 3:
AS FOLLOWS 410\ J�4 mH o'p ��•♦i♦♦♦♦♦♦♦♦♦♦♦♦♦♦�♦. )PLC
COMMENCING FROM A#5 REBAR,BEING A COMMON CORNER OF PARCEL ID VINO sc 9A • ♦♦♦♦♦♦♦♦" D C/
O •
♦�♦♦ ♦♦♦♦4,♦ Q NF \Ii BEGINNING AT A PANT IN THE CENTER E TIRE PAVED HIGHWAY LEADING FROM CHARLOTTE TO WAXHAW,
n Oq" ♦�♦.♦:♦.♦.♦:♦„N.♦.�:♦:♦_, 8420 PEgseM NORTH CAROLINA,AND DESIGNATED AS HIGHWAY NO.16,SAID POINT BEING INDICATED BY AN IRON
N 08162017(CHRISTINE L.PFISTER DEED BOOK 376 PAGE 1J7,PARCEL ID O Cl ♦�♦♦♦♦.♦♦♦♦♦♦♦♦♦♦♦♦♦.♦ �C..0 G 8 eNT STAKE ON THE EAST MARGIN OF SAID HIGHWAY IN RANGE OF LAST LINE.AND RUNNING THENCE WITH THE
N 06162014(DAVID L FRANCIS FAMILY LIMITED PARTNERSHIP DB 4552 PG '00 C (TRACT .♦ ♦♦♦♦♦ ♦, y'
p?- �� 3 FROM TITLE COMMITMENT) \ ♦♦♦♦♦♦♦♦4. D' 37 CENTER UNE OF SAID HIGHWAY AS FOLLOWS:N.32 DEG.IS'W.314.5 FAT;N.31 DEG.W.200 FEET:N.
609)AND PARCEL ION 06162016(CHRISTINE L.PFISTER DEED BOOK 386 WALTER ROBERT PFISTER •♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦�♦" T) 28 DEG.45'W.200 FEET:AND N.28 DEG.300 FEET TO A POINT IN THE CENTER OF SAID HIGHWAY
PAGE 751;THENCE,N 88'37'09'W FOR A DISTANCE OF 137.87 FEET TO \ & CHRISTINE L.PFISTER / _ \ ♦'♦♦•♦i.♦�♦.♦♦♦.♦.♦���♦ SpNNp6159010 LLC INDICATED BY AN IRON STAKE ON THE EAST MARGIN THEREOF IN RANGE OF NEXT LINE;THENCE'WITH A
A POINT IN THE UNE OF DAVID L.FRANCIS AND CHRISTINE L PFISTER .. \ V' UNE OF THE JAMES E BRASWELL PROPERTY N.67 DEG.30'E.340 FEET TO AN IRON STAKE BY A
PIDN06162017 ♦♦♦♦♦♦♦♦♦♦
(SAID POINT BEING THE TRUE POINT OF BEGINNING.);THENCE FROM SAID \\ \ DB 376 PG 137 ♦�♦♦♦♦♦♦♦♦♦ HICKORY;THENCE N1TIH A LINE OF THE J.B.WOLFS AND W.J.LEWIS PROPERTIES 5.68 DEG.15'E.
POINT OF BEGINNING,S 70'21'05"W FOR A DISTANCE OF 213.75 FEET TO O•♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦j♦� DB 1484 PG 535 2850 FEET TO AN IRON STAKE BY A PINE A SPANISH OAK WHICH IS LOCATED N.68 DEC.15'W.
A#5 REBAR,PASSING THROUGH A N5 REBAR AT 2.33 FEET;THENCE,S \ 1,700,421 SO FT OO .10• ♦.+44♦♦♦♦♦♦♦♦♦♦♦♦♦�♦ DB 1484 PG 537 285 FEET FROM A NAPE CORNER ON THE ANDA SIDE OF HOWARD MILL CREEK AND AT A5 SHARP BEND
70'21'05"W CENTERLINE OFFOR A DISTANCE OF 30.00 FEET TO A POINT IN THE SOUTH PROVIDENCE ROAD HAVING A VARIABLE RIGHT OF \ (S29'45' E 200.00'W ) 39.036 ACRES NDs a., 'NPOR ♦♦♦••♦♦..v.♦♦♦♦♦♦♦♦♦♦♦•♦" IRON STAKEON SAID GRIFFIN LINE;THENCE WITH TWO ILNES OF THEJAMES L.HAYWOOD.JR.3.70 ACRE
WAY PER PLAT CABINET 0 PAGE 913);THENCE.111TH THE CENTERLINE OF \ Q e nON gib, '4,•V♦♦♦.*♦♦♦♦♦♦i♦.
420 4.4$ • ♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦�♦ TRACT,1ST,N.31 DEG.30'W.238.75 FEET TO AN IRON STAKE.AND 2ND,5.77 DEC.45'W.94 FEET
SAID ROAD N 23'57'50"W FOR A DISTANCE OF 122.75 FEET TO A POINT ` �Cs, PC F,t f (( ♦�.♦♦♦♦♦♦♦♦♦♦♦♦♦�♦♦,' TO AN IRON STAKE:THENCE WITH LINES OF THE LEWIS C.HAYWOOD AND BEATRICE ROBENA HAWFIELD
IN THE CENTERLINE OF SOUTH PROVIDENCE ROAD:THENCE,N 62'22'53" \ \ (:. QJ Nr HO ♦♦♦♦♦♦♦♦♦� TRACTS N.32 DEG.15'W.392 FEET TO AN IRON STAKE;THENCE WITH THE NORTHERN UNE OF THE SAID
E FOR A DISTANCE OF 30.00 FEET TO A SET \ 1 ♦11♦♦♦♦♦♦♦♦♦ TRACT S.77 DEG.
DAVID L FRANCIS FAMILY LIMITED PARTNERSHIP THENCE WITH SAID UNE,N ?J •♦•♦�♦��N�e�������������♦♦♦ BCA�NAIIN G039.05 ACR SE OF ZLANDA ASE SURVEYED JANUARY430TH,1959 BY RALPH W.EEWOTT.L�S.N AND
82'22'S3'E FOR A DISTANCE OF 122.09 FEET TO A SET NS REBAR; ( • ♦•♦♦♦♦♦♦♦••♦" 1 AS SHOWN
THENCE WITH SAID UNE BE 5 68'37'07'E A DISTANCE OF 136.17 FEET TO \ STREAM CENTERLINE ♦�♦�♦♦♦♦♦♦♦♦♦♦♦♦�♦� T63 I UPON A MAP OF SAID LANDS MADE AND DATED BY SAID SURVEY ON SAID DATE.
♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦� 0..09.
THE TRUE POINT OF BEGINNING.CONTAINING 20,012 SQUARE FEET,0.459 ♦�♦♦♦ ♦♦♦
ACRES MORE OR LESS. \� ��♦�♦♦♦♦♦♦♦♦♦
"AS SURVEYED PROPERTY DESCRIPTION" ' ♦♦♦♦♦ \
S� I �•I♦♦♦♦♦♦♦♦♦
CHRISTINE L PFISTER ♦♦♦♦`
PIDN 06162016 ,..v.‘,,,,,„
W)I `i♦i♦i♦i♦i♦i _ STREAM CENTERLINE
♦ ♦♦♦♦
SITUATED IN THE TOWN OF WAXHAW,SANDY RIDGE TOWNSHIP.UNION ♦♦♦♦♦♦♦♦♦♦♦
COUNTY,STATE OF NORTH CAROUNA,BEING ALL OF THE SAME PROPERTY ♦♦♦♦♦♦♦♦♦♦♦ ^'/
AS DESCRIBED IN DEED BOOK 386 PAGE 751,RECORDED IN THE UNION �\�S ♦♦♦♦♦♦♦♦ ` / .-
COUNTY REGISTER OF DEEDS AND BEING MORE PARTICULARLY DESCRIBED '1T,, J P 1" \ t:::::*�♦� \l
AS FOLLOWS: O♦♦♦♦
BEGINNING AT A SET#5 REBAR IN THE EASTERN RIGHT OF WAY OF SOUTH \ \� ♦♦j♦♦♦j♦j� \
PROVIDENCE ROAD(HAVING A VARIABLE RIGHT OF WAY PER PLAT CABINET 5601 (T) ♦♦♦♦♦♦♦♦♦j \�
0 PAGE 913)(SET#5 REBAR BEING APPROXIMATELY 259 FEET SOUTH \• -60.61' 05. 62672• \ �♦♦♦♦♦♦♦EAST OF THE 7
BYRUM ROAD).S 68'E44'ON OF 30'WSOUTH FFOR APROVIDENCE DISTANCE OF 300 AND GRAY ,FEET TO THE POB %/%57 °45•V00"W 621.001 /y \ ♦•♦♦♦♦♦♦♦♦♦ \CENTERLINE OF SOUTH PROVIDENCE ROAD.THENCE WITH THE CENTERLINE RB#4 %� ($77 \� 4, aN ♦�♦�♦+♦♦4
OF SAID ROAD.N 24'09'26"W FOR A DISTANCE OF 100.37 FEET TO A 45.2 %� VEREIT REAL ESTATE LP J ♦♦♦♦♦ W
POINT;THENCE WITH THE UNE OF WALTER PETER PFISTER&MELANIE %� \ PIDN06162018 N. ..PAGE
�• 50' 1••����Y♦♦♦♦♦♦♦♦
70'21'05"E FORA DISTANCE OF 30.00 FEET TO A#5 REBAR;THENCE, \ EXECUTIVE BUILDING CO S. 1 �•�•�••�•1♦♦♦♦♦♦♦ - W
N 70'21'05"E FOR A DISTANCE OF 213.75 FEET TO A POINT(PASSING PIDN06162018C \ 8* 4 2 • ♦♦ ♦4
THROUGH A NS REBAR AT 211.41 FEET);THENCE S 68'37'09'E A 9,0\ DB 7922 PG 0001 y \ p 0 0����♦A•� 7( ♦♦♦♦♦♦♦♦♦ W
DISTANCE OF 137.87 FEET TO A#5 REBAR IN THE LINE OF DAVID L. ''O / W9 "" - V 1♦•....�♦ HMp 4�♦�♦♦♦♦♦ RB 4
P 4.cA,Q ry ••• ♦♦♦ Ou
FRANCIS FAMILY UNITED PARTNERSHIP(DEED BOOK 4552 PAGE 609). GOf \ '00 $J Q 4 p iti •�•••�� ��♦♦♦♦♦♦♦ '
THENCE 5 68'44'30'W FOR A DISTANCE OF 310.00 FEET RETURNING TO y / p R'p`VCt �••:•• 4♦♦♦♦♦♦� CM
THE TRUE POINT OF BEGINNING CONTAINING 28,072 SQUARE FEET,0.645 Nam.' \ T % �A"Mel ♦♦1•.'♦4
ACRES MORE OR LESS. RUNE
\ / WAXHAW HOLDINGS LLC 100'SEMENT 37 O �.4144 ' `♦♦♦♦♦♦♦♦�/(
"AS SURVEYED PROPERTY DESCRIPTION" - too' 57 G 2 • ♦�•!•"y'
o DBPI7816PG10853 00') OB p9 P 3) \ •� ♦♦♦♦♦♦♦
9 •• ♦♦ LINE LEGEND
CHRISTINE L PFISTER p0"W 9A. (Ey.G j 4•:•�•
PIDN 06162017 \ 8'CHAIN LINK FENCE (577.45 \ / �•9,♦4 ' -PROPERTY UNE
SITUATED IN THE TOWN OF WAXHAW,SANDY RIDGE TOWNSHIP,UNION 0.80'WEST OF LINE r r •♦0 - - -ADJOINING PROPERTY UNE
11 2� OJ �••••• 1472.24 -z z z- -FENCE UNE
COUNTY,STATE OF NORTH CARg6NA,BONG ALL OF THE SAME PROPERTY \ / y 4:::::.
••
AS DESCRIBED IN DEED BOOK 376 PAGE 137,RECORDED IN THE UNION PPE FXCFPTON4 NS RB BENT) 'AN. \ ♦�/ �•�• T•25"W j475,0�) ------- -ROAD RIGHT OF WAY UNE
COUNTY REGISTER OF DEEDS AND BEING MORE PARTICULARLY DESCRIBED \ us
O O. 4•♦•0 1 576 00"W -SD SD -STORM DRAIN PIPE LINE
AS FELLOWS: COMMITMENT NO.: 22-17144CH,DATED OCTOBER 13,2022 AT 8:00 AM 8'CHAIN LINK FENCE- J. O • 576.22
(LAST UPDATED AUGUST 25.2023) \ 1.00'SOUTH OF LINE y 4 I
BEGINNING AT A#4 REBAR IN THE COMMON UNE OF EXECUTIVE BUILDING \ ♦ N \
CO(DEED BOOK 7922 PAGE 0001)AND CHRISTINE L.PFISTER(DEED BOOK I. ANY DEFECT.UEN,ENCUMBRANCE,ADVERSE CLAIM,OR OTHER MATTER THAT APPEARS FOR THE FIRST THE IN THE N JO
PUBLIC RECORDS OR IS CREATED.ATTACHES OR IS DISCLOSED BETWEEN THE COMMITMENT DATE AND THE DATE ON '� 8
376 PAGE 137),THENCE,S 77'05'37"W FOR A DISTANCE OF 60.61 WHICH ALL OF THE SCHEDULE B,PART I-REQUIREMENTS ARE MET. WAXHAW SOUTHSTAR LLC j s.
FEET TO A POINT IN THE CENTERLINE OF SOUTH PROVIDENCE ROAD PIDN061620180 J
(HAVING A VARIABLE RIGHT OF WAY PER PLAT CABINET 0 PAGE 913): 2. TAXES OR ASSESSMENTS FOR THE YEAR 2023,AND SUBSEQUENT YEARS,NOT YET DUE OR PAYABLE. DB 7326 PG 617 GRAPHIC SCALE
THENCE,N 31'45'28"W FOR A DISTANCE OF 319.60 FEET TO A POINT; 3. ALL DEFERRED TAXES.(AS TO TRACTS 2 AND 3)(EXCEPTION TO BE DELETED UPON SATISFACTION OF SCHEDULE B,
THENCE,N 29'45'30'W FOR A DISTANCE OF 200.00 FEET TO A POINT; PART I,ITEM 6.) 8'CHAIN UNK FENCE _ :i w o W. m
THENCE,N 27'30'30"W FOR A DISTANCE OF 200.00 FEET TO A POINT; 1 CH WEST OF LINE
THENCE,N 26'AS'30"W FOR A DISTANCE OF 300.00 FEET TO A POINT; 4. THE FOLLOWING MATTERS DISCLOSED BY PRELIMINARY SURVEY ENTITLED"ALTA/NSPS LAND TITS SURVEY WALTER P. / Ip 1" CUTHBERTSON RD I LLC
Ell 11
THENCE,N 68'44'30"E FOR A DISTANCE OF 340.00 FEET TO A#5 &MELANIE R.PESTER AND WALTER R.&CHRISTINE L PFISTER BY JIM SAFRIT,P.LS.OF ESP ASSOCIATES INC... PIDN06162021
I REBAR IN THE LINE OF DAVID L.FRANCIS FAMILY LIMITED PARTNERSHIP DATED JULY 18,2022,LAST REVISED NOVEMBER 13,2023. DB 4142 PG 004 (iN FEET)
(DEED BOOK 4552 PAGE 609)(PASSING THROUGH A SET N5 REBAR AT
30.0 FEET);THENCE WITH SAID LINE AND WITH THE UNE OF WEST FORK (A) OUTES A FS9J8.ECTSHOWHEREON)R 1 INCH=100 FT.
A)SERDWELL (AFFECTS
EC CT TRACT AS SHOWN
FARM,LLC,(DEED BOOK 1484 PAGE(S)535-537);THENCE,5 68'37'OR"
E FOR A DISTANCE OF 2,841.46 FEET TO A N4 REBAR IN THE UNE OF 5. ANY DISCREPANCY IN THE QUANTITY OF THE AREA,SQUARE FOOTAGE,OR ACREAGE OF THE LAND OR OF ANY '
CUTHBERTSON RD 1,LLC;THENCE.5 76'11'25'W FOR A DISTANCE OF IMPROVEMENT TO THE LAND.(AS TO TRACTS 1 AND 3)
1,472.24 FEET TO A 1"IRON PIPE IN THE LINE OF WAXHAW SOUTISTAR
LLC(DEED BOOK 7326 PAGE 817):THENCE WITH SAID UNE•N 32'03'44' 6. ANY RIGHT.EASEMENT.SETBACK,INTEREST,CLAIM.ENCROACHMENT,ENCUMBRANCE,VIOLATION,VARIATIONS OR OTHER TO: WALTER PETER PFISTER,MELANIE POSTER HOWARD F A MELANIE ROSE PFISTER),AND CHRISTINE L PFISTER
W FOR A DISTANCE OF 236.77 FEET TO A POINT;THENCE,S 77'25'05" ADVERSE CIRCUMSTANCE AFFECTING THE YTE DISCLOSED BY PLAT(S)RECORDED IN PLAT BOOK 4,PAGE 119.(AS TO TO:SHEA HOMES PFISTER,LLC,A DELAWARE UNITED LIABI/TY COMPANY
W FOR A DISTANCE OF 93.95 FEET TO A BENT#5 REBAR; TRACT 3)(AFFECTS SUBJECT TRACT,NO ENCUMBRANCES SHOWN) TO:CHICAGO TILE INSURANCE COMPANY I
THENCE WITH THE UNE OF WAXHAW SOUIHSTAR LLC.WAXHAW HOLDINGS 7. GRANT OF EASEMENT TO NORTH CAROLINA NATURAL GAS CORPORATION RECORDED IN BOOK 934,PAGE841.(AS TO
LLC(DEED BOOK 7528 PAGE 853)AND VEREIT REAL ESTATE LP(DEED TRACT 1)(AFFECTS SUBJECT TRACT,NO GAS APPURTENANCES VISIBLE AT TIME OF FIELD SURVEY.NOT PLOTTABE) THIS IS TO CERTIFY THAT THIS MAP OR PLAT AND THE SURVEY ON WHICH IT IS BASED WERE MADE IN NO. DATE REVISION BY
BOOK 1"IRON9 PAGE 463,N 32'12'18 W FOR A DISTANCE OF 3566.11 FEET ACCORDANCE WITH THE 2021 MINIMUM STANDARD DETAIL REQUIREMENTS FOR ALTA/NSPS LAND TITLE SURVEYS.
TO A NI PIPE;THENCE S 7T 05'INN37"W A DISTANCE OF 1,700,421 FEET 8. EASEMENT(S)SET FORTH IN DEED FOR HIGHWAY RIGHT OF WAY TO THE DEPARTMENT OF TRANSPORTATION RECORDED JOINTLY ESTABUSHED AND ADOPTED BY ALTA AND NSPS,AND INCLUDES ITEMS 1,3,4,6,9,11(0,13,14,16,&17 OF C� C+ PROJECT NO
RETURNING TO THE TRUE POINT OF BEGINNING,CONTAINING IN BOOK 7465,PAGE 106.(AS TO TRACT 1)(AFFECTS SUBJECT TRACT AS SHOWN HEREON) TAKE A THEREOF.TIRE FIELDWORK WAS COMPETED ON,ALLY OR,2022. I ALTA/NSPS LAND TITLE SURVEY IX36.800
SQUARE FEET.39.036 ACRES MORE OR LESS.
9. GRANT OF EASEMENT TO NORTH CAROLINA NATURAL GAS CORPORATION RECORDED IN BOOK 927.PAGE 746.(AS TO DATE OF PLAT OR MAP: NOVEMBER 27,2023 WALTER PETER PFISTER, MELANIE PFISTER SCALE 1"=100
TRACT 2)(AFFECTS SUBJECT TRACT AS SHOWN HEREON) ' HOWARD (F/K/A MELANIE ROSE PFISTER) DANOVEMBER 27,2023
10.TEMPORARY EASEMENT TO THE DEPARTMENT OF TRANSPORTATION RECORDED IN BOOK 7465,PAGE 117.(AS TO I AND CHRISTINE L. PFISTER DRAWN BY
16 TRACT 2)(AFFECTS SUBJECT TRACT AS SHOWN HEREON) EJ/GAT
JAME .SAFRIT NCPLS: 4380 CHECKED BY
11.EASEMENT TO PIEDMONT NATURAL GAS COMPANY,INC.RECORDED IN BOOK 8420,PAGE 837.(AS TO TRACT LOCATEDIN. JES
)iEspESP Associates,Inc. z)(sHouLO BE TRACT 3 AFFECTS SUBJECT TRACT As SHOWN HEREON) ``qN ICARp",,�� �O`O�N 1CARp''7�� SANDY RIDGE TOWNSHIP DATE JULYSURVY D 2022
P.O.Box 7030 12.GRANT OF EASEMENT TO NORTH CAROLINA NATURAL GAS CORPORATION RECORDED IN BOOK 927,PAGE 749.(AS TO •••,a ��
Charlotte,NC 2824+ ° 7o,al,
� ,6✓�,w "•••�-r'; UNION COUNTY, NC. 27046 DRAWING NO
3475 Lakemont Blvd. TRACT 3)(AFFECTS SUBJECT TRACT AS SHOWN HEREON) 4&p .f �' �'t \ = IX36 ALTA-PFlSTER.DWG
THIS DRAWING AND/OR DiE DESIGN SHOWN ARE IRE 13.CONSENT JUDGMENT TO UNION ELECTRIC MEMBERSHIP CORPORATION RECORDED IN BOOK 5709,PAGE 237.(AS TO - S SEAL - - l CLIENT:
Fort Mill,SC 29708 - - - • LICENSE No.: ' = SHEA HOMES
PROPERTY OF ESP ASSOCIATES.OTHER USE. THE HE BRAISING
nox. TRACT 3)(AFFECTS SUBJECT TRACT AS SHOWN HEREON) _ L-a38o _ _ • F-1407
ALTERATION.I1 R WRITTEN
OR OTHER OF THIS NDA ;� ; r - - CAROLINAS, LLC
704-583-0949(NC) C WRITTEN CONSENT IS PROHIBITED AND ANY Q =
803.002-2440(SC) INFRWGEMENT WILL BE SUBJECT i0 LEGAL ACTION. 14.RIGHTS OF OTHERS IN AND TO THE CONTINUOUS AND UNINTERRUPTED FLOW OF THE WATERS BOUNDING OR CROSSING \y k.` ••.-N
www.espassociates.com ESP ASSOCIATES,INC. THE LAND AND RIPARIAN AND/OR LITTORAL RIGHTS INCIDENT TO THE LAND.(AS TO TRACT 3) V/7'`'W.�"0 s QN /'R'' 144 ...."4.,``-4415 IRON SPRINGS DRIVE
\ DENVER,NC 28037
75.CAROLITNA HIGHWAY PORTION6).(AFFECTS;SUBJECT TRACT ASESHOWN OHEREON)OF SOUTH PROVIDENCE ROAD(NORTH ','��/I Ills P\```, Ai��iiii�\ ```` SHEET 1 OF 1 I

NOTES NEW TOWN°4'
1. SUBJECT TRACT PARCEL:08159010
2. SUBJECT TRACT ADDRESS:NO ADDRESS
3. SUBJECT TRACT DEED/PLAT REFERENCES: 4y
DB 1484 PG 535 -
DB 1484 PG 537
4. UNADJUSTED RATIO OF PRECISION:1:25,776 0- \-I
5. SURVEY COMPLETE: AUGUST 8,2023 g
1
6. SUBJECT TRACT IS PARTIALLY LOCATED IN ZONE"AE""AREAS WITHIN THE 1% PID 06159010 n ���
ANNUAL CHANCE FLOOD(100 YEAR FL00D);AND PARTIALLY LOCATED IN ZONE \ WEST FORK FARM,LLC O ,
X"AREAS DETERMINED TO SE OUTSIDE THE 0.2%ANNUAL CHANCE DB 1484 PG 535 z Ay
FLOODPLAIN;PER FEMA FIRM COMMUNITY PANEL NUMBER 3710452300K I"PIPE•1171 DB 1484 PG 537 o
EFFECTNE DATE 9/2/2015. (; 8,158,407 SO.FT. o PID o615BOo8 "'`' NEW BOUNDARY LINE FOLLOWS 187.291 AC. %Co M goPO ,
INVERNESS ON PROVIDENCE •t"� !a Y g'R� 0'
7. HORIZONTAL AND VERTICAL CONTROL ESTABLISHED WITH GPS USING NCGS VRS OWNERS ASSOC:4110N,LLC h.� CENTERLINE OE CREEK((WEST u Co Co G'' A ,5-
HORIZONTAL DATUM-NCSPCS(NAD 83/2011) DB 7462 PC 20B M`,,yh a 1\ FORK TWELVE MILE CREEK '�L ' y
VERTICAL DATUM-NAVD 88. �'Nry ` TRIBUTARY 1)L1-L53) ^° �. e^
2M
8. CONTOUR INTERVAL=ONE FOOT(1') -/�� (� - SSMH 18 �O yA
D WRY / \ ... 8 LJD AR'
9. THIS IS A TOPOGRAPHIC SURVEY ONLY.NO NEW BOUNDARY LINES WERE CREATED. Spt ,9 \`/// ,SenelP ) -- T�, 12re
5o% g/ l�'I `� III L10-- ., \25 '.L2
\� (\ 7, 1151111i1 ,L 5.6 s s�° '' e*
\ PROVIDENCE / l III IUU Sao P `6•.1 VICINITY MAP NO SCALE
PHASE I MAP 2 7� '` S45 Ill I'N \ `t � (W SSMH 17
BARCLAY DRIVE -' 0 DE CE OWNERS O 580 5 I"1\l N
0
�� L vE Ess nN a o u, 3 4 .
o s s ON FOUND
00'PUBLIC R/'W) � ssoc An0 LLC 55 , o yh
( 7554 PO 45 _ ,,5 ) 1 ��\I SJS� 5 � AC ACRE
_ ..--I i �5 5fg , .� �� 'k,� 540 ,' DB DEED BOOK
Parcel Line Table Parcel Line Table Parcel Line Table PID 06150432 �M�0j��///- 3- VA �.',H SSMH 18 IP IRON PIPE
STANDARD PACIRC OF / ` PG PAGE
THE CARWINAs LLC h%J /01� \`\� 5
Line# Direction Length Line# Direction Length Line# Direction Length INNERNEss ON 0 7462 PG zoe a�4l,4 (((- '��r-4, °��1\ \44OA \ J, / PC PLAT CABINET
PRONIDENCE 4 ° \ \ �//-� �57\ "
PHASE 1 MAP 1 I'� ss \�� ��I �-�!O/- ��" l�\II 555 PIG PARCEL IDENTIFICATION
LI S 61'59'40"E 71.04' L31 S 48'46'38"E 42.39' L62 S 7'37'34"E 166.13' PC M PG 561-563/ 1 560 , ��r/ '5(i))))Jj,iI\ / NAD NORTH AMERICAN DATUM
vJ 5 so 'J J( � 575�/��?J I/ �I\\ ( FEMA FEDERAL EMERGENCY MANAGEMENT AGENCY
L2 S 68'27'10"E 58.78' L32 S 34'37'15"E 75,21' L63 5 19'27'04"E 164.90' / I gg ✓ --/ h 560I
_ / saUi✓ I�/�_, 4_ y n,,„ 0 56, , I `„\\'„\ / FIRM FLOOD INSURANCE RATE MAP
L3 5 26'50'01"E 39.43' L33 5 47'09'43"E 48.58' L64 S 27'00'24"E 141.69' v ' �,, 570 7.% j`_��j/j �g55 )' I '�1±' BSMH 15 NAVD NORTH AMERICAN VERTICAL DATUM
/� h6 NCGS
\ \ //\ / p 575 mod-- S75_-/�/�� =5�yry5po-4, 1)('1 /// INTS) NOTTTOC SCALE
NA GEODETIC SURVEY
L4 S 64'28'51"E 46.40' L34 S 54'41 02"E 55.50' L65 S 18'46'06"W 307.71' . v' �// -�
�570= -h -- xxx%xx
L6 S 11'13'25" E 87.98' L365 S 26'11 36"E 48.53' L676 S 4'0'21" W 159.68' /Nv h '� 1/ ) �/�S85 / ._,' 530 i I� ROLE NUMBER
' �\ 5�� � RB REBAR
L530
5
51'32
5
S 11'13 25'E 87.98' L35 S 28'1 i'36"E 48.53' L88 S 4'08'54"E 159.68' 1 �1 )(/( �r/<55aT`rb'%%/ .
rc/ - ` (tt r /////��(_,� / ,.r Pm oelaszu R/T. RIGHT OF WAY
\� "\ 1 I ( l/!�� �... '�.. 5Jo , LA2S COMMUNItt SO.FT. SQUARE FOOT
,\\ /\ `) l/ 1 1`r 545 540 535�10 ENO /l// pB90GIAlION INC
0.
\ ��� �\`,,,`1.\Z�- 1 5 560SSU 5q0 \� DB]554 PO 051 \ (T) TOTAL
L7 S 8'06'45' E 20.66' L37 S 34'3218' E 68.37' L68 N 70'36 08 W 21.21' / '' \`_, t, 6.1�0 ) / s- „5° 5, ', SSMH 14'..\
L8 S 14'36'27"W 30.05' L38 S 10'0233' E 74.11' L69 N 27'43'00' W 36.61' I �I \ \�\`\1�% y� 57os /,,,I/ o��y�J2 , 55 �T
L9 S 26'19'22' E 21.64' L39 S 26'17'20' W 17.91' L70 N 0'38'42"W 10285' \ � �\���\ '\��\ n����. \)1>,\��� /'�"/ ICI �53p U ®ssMH 13 ',`
�/ ( �,V, ��� �� � 7!/L� 0-BENCHMARK
L10 S 0'49'24' W 25,08' L40 S 3'42'06"E 40.44' L71 N 13'49'00"W 49.38' 576 `
\ 595 -�//i 7 N-- Cre ��\\ ((� 1" 2ia 1�" •-FOUND CORNER 4 REBAR UNLESS OTHERWISE NOTED
V AJ/I�III a23 4 X
LII S 10'0513"W 36.60' L41 S 24'2600"E 43.98' L72 N 23'31'14"W 48.18' \ ,, Pe
1\� ��`�-` \ ) ��I• )1)I E 4'IN I
\ \ m s \+ �� � �__ / �� ,,g . O-CALCULATED POINT(NO MONUMENTATION SET)
L12 S 36'5347"E 31.49' L42 S 43'1627"E 73.44' L73 N 40'5929"W 279.84' ^ �111\`6% �\e °iI� ti"� L(,`�i/�- ',-. �� /�� ''L� ��
1�\ \ \111I I I( J �� � / // gO /> ®-GEODETIC MONUMENT
,ys RED t yN '1 \ I (-. �, ) g��T.1/ / PID 08zursi.C
L13 5 84'37'03"E 11.44' L43 S 16'00'33"E 121,77' L74 N 59'12'36"W 67,69' 6° 1�1`1111����.Ij�It m,1$�✓ i.,�'N'\`1 ,,7{���'^((�f't �� LENNAR CAROLINAS,LLC / e-SANITARY SEWER MANHOLE
y y e' �',,,lyi�11\���'\\) 1 \� IIi�y- 1. ///� / 1 i31C` DB 5603 PG 260 'IIa-UTILITY POLE
L14 N 30'26225 E 18.13' L44 S 8'0919"E 51.06' L75 N 74'41'09"W 38.13' `T9 .�J ))1m I)6 / \\\`,Ill PIO 06,59010)III�(��1;�1'I '1, t_W
L15 N 88'29 21"E 15.25' L45 S 24'22 32"E 62.27' L76 N 87'34'24"W 77.39' ��s, -'.2
� / o /4/ 11 WEST FORK FARM LLC, 1, 1> ___L
/ DB 1484 PG 535 /
L16 S 30'45 58"E 28.82' L48 S 18'43 07"E 42.52' L77 S 85'26 14'W 42.45' *- N ''' /2/�/ �b J i 1 y. S6+. - z // - -MAJOR CONTOUR
PID 06182013A y /��J 0 DB 8,29 PG 537 6g O \ F,, e 413.36'B"E
oANro L.FRANas FAMILY / 0 B,t 58,298 Sa.Fr lr o 473.38' ( ----- -- -MINOR CONTOUR
L17 S 45'22 49"E 38.05' L47 S 7'18'23"E 86.89' L78 5 76'50 07"W 94.30' LIMITED PARTNERSHIP s /S i i- 88 AC 660 N., \ \872
DB 6o23 pc 71e J 1� /� � \ �l �\ -PROPERTY LINE
L18 8 50'14'52"E 56.24' L48 S 30'53'22"E 79.06' L79 N 86'10'20"W 87.08' re es"or jar 6 l 9 Ses y41z35 N -- ,""'694yq -ADJOINING PROPERTY LINE(NOT SURVEYED)
L19 S 87'11'14"E 43.87' L49 S 19'34'51"E 74.61' L80 N 74'S4'05"W 283.73' woes _r' l -RIGHT OF WAY LINE
J s3, !�\ REB 5 SSMH 1 \ \/
L20 S 75'13'07"E 23.67' L50 S 33'51'54"E 45.08' L81 N 69'09'50"W 267.13' � � -. J I}+s-- -/ � '1)Z� I `- ''/\h,°a5'5 "®'''R Lsa Y 7^ - - - -EASEMENT LINES
/ ��--'� ,m \1 ,`'�,r>)�)/ ) 1 I! C �� ' -x -x-A- -BARBED WIRE FENCE
L21 S 81'25'22"E 27.65' L51 S 42'18'04"E 63.61' L82 N 67'38'03"W 93,91' \ 1'PINCHED TOP ll �' In � ,.„..-- -_,/ ,‘,,,,,..
%' oN N. 1 . /, a 560 N87.35'06 C 4,', ,,. ..._
PIPE )A N '� �` /�/ 709. (7) ssMH z a -FEMA FLOODWAY BOUNDARY
L22 N 34'40'01"E 44.62' L52 S 20'38'57"E 109.3T L83 N 67'34'33"W 180.04' \ /•� �y�'�>��\'------1-- ,' �('/ 598}jl( /,-��(- `45 ,/ ~ „ 5y¢ g- f 8' 1,\\,;(\,\ �� AIO LB1351e5 "
\ 21(s /r �\✓`l '�, �jJ/ \\\� F�l �/ )` \ v� �AN'90N COMMUNITYI
L23 N 46'0T17"E 97.39' L53 S 16'56'09"E 52.20' L84 N 70'36'22"E 256.90' \ �,///y °t�-. \ ` �J�� \ l �1/ \-'--/i '' 1 I� , \` ABaOGATTI INC.\ l\ 1\ ` _3�/ L�l 1t 1\�/, 4,,t,.�� �/ l \ I \\ / DB,75 4 Pc 51L24 N 68'25'08"E 17.28' L54 S BS'74'16"E 55.54' L85 N 70'36'22"E 48.72' BENCHMARK \ 1, ���\� /�'. t04 7 Sep �Z j- �// ) \ / )t�
N:446859.76' \ m -�. \\\`�\�.�\ J�I '\\1 /�� ,/ ((/ r I 1 � „'//off{\\`
L25 N 76'08'39"E 46,58' L55 S 58'02'14"E 137.41' S69br(nf) _�� `�V gg\�, ��� \" �I/ /t'I�( I1l( /�Jt /C\111�1�� s'1 Y\ ,
E: 71676.4) os^ rg �)I�\'-~•��.--� \"` ��\�11 aY'�/1 I l/ 1(}/ /1\// )II I)lY'r I L26 N 87'09'50"E 45.55' L57 S 21'17'44"E 242.32' NAD i t sT.J� �--(�1 --,--Sa \\ ) (�� >\ J rfl/I� j rgg/���1))/1 i/i/')((10.))))t ` 1`\�i,d,
L27 N 79'08'56"E 120.69' L58 5 46'13'44"E 200.33' E , 0,00' �, 04 r10 L pl0 \ \ ` I\ \ -`"/� g`��\� \I /oyi , /�f�/�/�/ i-'//g y�p �l �1 ` I /I\\l }�Zh\)(1 i1\ \ //\\\\�
L Q\ NAV7�)/ \ D p��iB' v\ )l'I\\� \,�,/'/ L- 1�,ly14,:-9�� /�//�' -/ '✓/��.Y ,/f 1 1\I1 5 .k�'\ ,''''''.' / PHASE AP 31 )
L28 N 64'19'54"E 74,52' L59 S 41'44'24"E 250.93' A / \ e4gRl ABLY �\ IXWAR ! ,�,"i 11 '%1`�"////�/� 1z3534 �`7hr/ //2 / ) 'ssMH fi / PB M PC aB0-BI \
L29 N 76'46'30°E 31.80' L60 S 24'21'44"E 289.60' -o�+,Q T� \ 2%:9 L/M/7Fp 1 1\\\ y 1 �\t\�SQL/�l\�\\ \� U /- '�'r/��/��////�� v \\ -1--
,,,,* \ \ \\ `Bp. 1 \ C, \N ti��j� / 'f-. // V ✓J •11, \,,, PIO 06135003 \
"a\\ \ \`�57 �[�� \ /�J J /� /((( �� SSMH S LAWSON COMMUNITY
L30 S 80'06'06"E 34,30' L61 S 8'31'56"W 114.94' ` l 0- ,s,]_✓� I / / r1/�j \ \iL c k (SB AssoapnON,INc. / /
n��O \ \ ��^+. �r s \ \\ �` � eoi ��� �j-s"/' / ```\ SSW a DB 7s a Pc sl
�wcct A .,,f 1 •1/ ,\v,-.,6060�57oi fr ,, FA�JA 4,, ,, �' �y a�(\ c. \/_,_ _L \-9--
an✓n V �2 v1 ,.� IA\ 8 " ._/ -i- / ��bV PW\\o J:C'( >tsy1 � A a<�, t`�°���1 �` � 1\� ���5\ (5:4�\yVA �� s%v ; ',r
��,.580
i`� 2 I II l�V �� >s \V�\ � ��h f
-A \ ND 0fi1 B2017 �\ �I�S ��� n \ \� // �/ /' \ 1\•.r
SANITARY SEWER ASBUILT TABLE \ WALTER ROBERT s N6aJ> "'1'P �..- 0 i� � \\0\-\\\� ��/'��/�1 \�11L�S'�p, h\
SOME INVERTS,PIPE SIZES AND MATERIALS WERE UNATTAINABLE. `Hole 76 vo 1T37� °aW /�/ '' /� /� �" 'L 1
QTE' ) \ 1,700.421 SO FT 75Jp oy"� ��� /��l\ {� "�--•`'�\ y� �1�\I'I0( ``�^ \ \�/'(^;IIII
33.03fi ACRES .1777 �� �� r•\ � \ \ I N S IJ \�
\ r �, y -j \\\1.�� -� l// 11 f I' t ♦ ,, \ ANEW BOUNDARY LINE FOLLOWS
��f �-� 11 ! -, e I CENTERLINE OF CREEK((WEST
\ _ .J , SSMH 9 FORK TWELVE MILE CREEK,
SSMH 1 SSMH 7 SSMH 13 \ i \ �`? \ (6�r'_- ��'���'��/ r.,`�} TRIBUTARY 1)L57-L82)
RIM=524.1T RIM=513.79' RIM-519.06' � "NN,v ��.�-�1'� ��S--v S7° ,7 _� //-' /'� ■ a
BTM=497,37' BTM=494,19' INV IN=(NW)502,62 12"PVC \ \ ° j A Li _Q \` , �` 1�,�\1!„�1 //���
INV OUT=(SE)499.76'12"PVC k41233 = '"'Co PIH\L `-• ,' ti.-, . ,, , / 1 / \
E � `�`J I/` I\I J I Ir/•\\ \ BJ '�J"�\\� f••SMH 10 iI gig::) 1
SSMH 2 SSMH 8 'i 2 (( _ ( M
RIM=525.42' RIM=513.69' SSMH 14 Le LB J�_ \ " a l 11'1`v �' PHABE 250MAP 2
BTM=497,00' INV.IN=(NW)495.78' RIM=519.57' / I /\' '� 'L % d 77 \� { \ / Pc M Pc ns-ne
L77 -I `pC M PG 841-645
INV IN-(SE)N/A INV IN=(NW)505.77'12"PVC \ \ x -;•6`SMH tt ) �ll 'v 77 A
INV,OUT=(SW)493.44' INV OUT=(SE)505.56'12"PVC y4 REBAR W/CAP La°'' - Ug\q ` l 11 �J!; i
SSMH 3 \ \ � ' BENCHMARK u 45. \,78-w 4 C.c• ` \ PIE COmMo3 1 //
RIM=516,31'
BTM=495,41' SSMH 9 SSMH 15 j N:445870.7Y SSMH 12 J p / �nW°N \TM
RIM-523,83' Plo oelfizom - - L76 Ra\ j �I I ! AesOCIAnoN,wc,
RIM=515.65' CULBERTSON RD I,LLC. -E 1474866.85' "�\� �` s' 11 mr
INV.IN-508.8Y INV IN=(NW)508.06'12"PVC ' De aux Pc Oa / ( ) ti h// /��/ \
NAD 83 2011 J
SSMH 4 INV OUT-(SE)507,93'12"PVC ( ) q� y, GRAPHIC SCALE
INV,IN=499.75' ELEV; 532.92' o
RIM=518.63' \ NAVD88 ar 300
INV,IN=499.90' J jjjT�( (TIE) �\/
BTM=494,88' ' / 14��.,'(�Y< ('I/O L85
INV.OUT=(NW)499.63' SSMH 16 \
RIM=527.85' -i 1 m �p REBAR 1�eo UV e,
y R BAR
SSMH 5 SSMH 10 INV IN=(NW)510.15'12"PVC "-
PIO 08135001 I o
RIM=517.73' RIM=510.88' INV OUT=(SE)509.93'12"PVC
/ CLASSIC NEIGHBORHOOD r- (IN FEET)
/ DEVELOPMENT,LLC, �� BEECH TREE
INV IN=(NE)499.39' BTM=492,98'
DB 7931 PG 484 Lgg y,j/ CORNER 1 INCH=300 FT.
INV OUT=(SW)499.17' SSMH 17 / \ \
RIM=528.79' \ / L68 MD OB133002
55MH 11 \ / CLASSIC NEI oRuH.00D \
INV IN-(NW)512.07'12"PVC I \ oENELOPMENT,LLC.
SSMH 6 RIM=510.26' INV OUT=(SE)511.84'12"PVC \ / DB 7973 PC 270
RIM=514.41' BTM=492.76' \
INV IN=501.48' SSMH 18
INV IN=506,27' SSMH 12 RIM=534,13'
INV IN=N/A RIM=510.93' INV IN=(NW)514.41'12"PVC CFGTIFIYATE OF°UIRVEY AND ACCURACY NO. DATE REVISION BY
INV OUT=(SW)501.06' BTM=492.28' INV OUT-(SE)514.29'12"PVC
I,JAMES E.SAFRIT,RESPONSIBLE CHARGE CERTIFY
OM AN AT THIS ACTUAL PSURJECT WAS VEY MADE UNDERMY UNDER MY Y SUPERVISION; THAT
AND
HATTHIS TOPOGRAPHIC SURVEY OF PROJECT No
I%36,800
GROUND SURVEY WAS PERFORMED AT THE 95%CONFIDENCE LEVEL TO MEET FEDERAL
WEST FORK FARM, LLC. SCALE
GEOGRAPHIC DATA COMMITTEE STANDARDS; THAT THIS SURVEY WAS PERFORMED TO MEET
THE REQUIREMENTS FOR A TOPOGRAPHIC/PLANIMETRIC SURVEY TO THE ACCURACY REQUIRED 1"=300'
( /k/a EVELYN LEWIS FAMILY LIMITED
OF DETAILED TOPOGRAPHIC SURVEYS,AND THAT THE ORIGINAL DATA WAS OBTAINED ON DATE
MARCH 10,2023;THAT THE SURVEY WAS COMPLETED ON SEPTEMBER 20,2023;AND ALL NOVEMBER 7.7,2023
PARTNERSHIP) DRAWN BY
COORDINATES ARE BASED ON NAD 83 AND REALIZATION(2011)AND ALL ELEVATIONS ARE
BASED ON NAVE 88. a5J/G0T
LOCATED IN: CHECKED Gr
+ESP ESP Associates,Inc. %AAT\\L111111Errp�, •�................. JEs
P.O.Bon 7030 \ ,.•••'C"•••�� '"����•^ � 7-Z3 `'••,�N "'..�/ OSEPTEMBER 20.2023
�N ARo �., z �ARo SANDY RIDGE TOWNSHIP
Charlotte,NC 28241 O.•EESS/�"' .9�i� A S E SA RIT NCP L-4380 DATE Off' '�'.9 bk9 5 NO
.� o H\ a: UNION COUNTY, N.C.
`<' 4 %36 10 2 LEWIS-
37
3475 LakemOnt Blvd. 4 SEAL ' ` 8-10-23.DWG
Fon MITI,BC 29708 THIS DRAWING AND/OR THE DESIGN SHOWN ARE THE L-4380 _ _ • LI FEN 4E07 0. CLIENT: OWNER:
PROPERTr of ESP AssOaATEs c THE ROH250SCNON, _ ) SHEA HOMES WEST FORK FARM,
Toe MItI,BC 2(NC) THIS DRAWING
COPYING OR OTHER USE OF THIS DRAWING .J p e
803-Bog-2440(sc) INFTMR,NceMEni wlu ec SUBJECT TO LEGAL ACTION."DA'Y '9"''ye V�� ` CAROLINA, LLC LLC1
www.eapeasocletea.om ESP 6650016165,INc, ��G Fpq j j 1`p, % SSC4J(p'CF-o' 41 DENOVN ERSPNCN SPRINGSDRIVE CHARLOTTE,428 N LA NC 28204
SHEET 1 OF 1

•
•
RtNSET "A" DPD \
B\ ENREBAR CHMARK ET \\ NOT TO SCALE NEW TD
\ N:446859.76' WALTER PETER&MELANIE PFISTER HOWARD \ A \ \
/ E:1471676.47' (F/K/A MELANIE ROSE PFISTER) \ \ R8#5 SET
\ \' ( NAD 83(2011) PID#06162015 \ \ \ 1 \ .l --
I DB 7465 PG 106 \ \ o --
\ ELEV: 0.00' 20,010 SQ FT \ \ I\ \ J/
l (NAVD88) 0.459 ACRES \ \
1- \O T.\ `J RB#5 SET \ \ \\ \ FENCE CROSSESO WIRE / /�' \ 'PA.,,„;','..I �� -
r \ \\ \\ \ \ // \� PERMANENT UTILITY EASEMENT \ \ PROPERTYIDESTE GAP� , - \
/,\ L SHED DAVIDTL. FRANCIS FAMILY \ \
\ LIMITED PARTNERSHIP L4�
u \ 2.33; PID#06162014 \
L7 CP 15".L4 (g )- RB# pD RCP 15" RCH�Tof Y L CS ` Z o
s
DB 4552 PG 609 \ 3 ED _ a
GRAY BYO., ROAD u'� N _C�P L5 :-�••, ____\,,, 7a6s PWCA
RIGHT OF e \ (G7q LE/ \ \ �DB TO6��
50'PUBLIC p �\.VO (Z)�07� - \ ,—_
PLAT CABINET J,P���i TUN O, N 595�� \ O. �/ou p
00 ` ZA WI.F°� =o
\ & Av 213005E 2h3�1.,_ Du \' .\ • RCP 1 P—C0N5� �� �~ \p yti r 9 �� k
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\ vA \• ''i�� ',N l :A 00 /
SEE INSET A" 1N \
RB 5�� H 10 'S9Uti ✓ Du A V i��•� DB 7465 PG(47 PERMANENT UTILITY p
�� 30.0 A, E 15' ,5� AG oo l0GT - .2----- �%� ❑u�� \ d w �o EASEMENT 4
1\ 0B]465 PG 10] `Z
i (LN, 1SE"C_ '�0�0E3g0z /\�( \�// —W�Ou � \ /\�NN� \ \' /\l5 24�'?5 b
\ \ �\ Ft0#' 68 AA 30 0 /� % / �❑u�,- \ 1�P.,Pp 213. ,,05E:, #4 RB A , NIO\� -` �/ i//
/ ..
\ 2
WALTER PETER& C\ HDP�15'� i--'J / / J VICINITY MAP NO SCALE
CHRISTINE PFISTER - 1/ / ( ) % )
PID#06162016 \\ 2'N.C.NATURAL / / ( (/ I to'-Alder
DB W23E PG 152 \,N GAS EASEMENT J / / /\ / ` ` � \ \��\ \ \ \R/W 6ISCs�� ` N.s �, \
28072 SQ FT \ \ / ( l 1 \�\N NOTES'
0.645 ACRES \ \ �. CONCRETE ` 1, ' \ o.- \
�.' HEAD WALL / C I/ \\ \ S>O tP �� RB 5. 1. SUBJECT TRACT PARCELS.06162017:06162016:05162015
� \ // \ \\ 'S)S\ \ \ \\ \\� �- t \ \ \@a TEMP.CONSTRUCTION
2'N.C.NATURAL ( \ \ \ / \` ` \ t •
\ I \1 L� L.,.......„)
` \ `\ EASEMENT 2. SUBJECT TRACT ADDRESS:NO ADDRESS
GAS LINE EASEMENT \ 24"RCP �• \ (N28'00 00"W 300.00) 3 N. N. \ ) ) \ \ \'_ \ \ \ \ 30.0 \DB 7465 PG 117
v />\. \, 526'45'30"E 300.00 (-� �\ \ 80- \ / \ \ \ L// / 3. SUBJECT TRACT DEED/PLAT REFERENCES:
' `\\\ 585 ,� '1 \ ) \ \\ \\ � l I\ \ PIDPID#06162017:DB J465 PG 13E PG 52
\`\ \ `\ ( � / / ( \ 1 1\_)\_��\\\,c_ J,. \ I\)l \ PID#06162016:DB W23E PG 152
\ L \ \ L C 1 / I /T1, - S \ \�/-1 4. UNADJUSTED RATIO OF PRECISION: 1:286,234
N _/ \ \\ \` L \ ) / \\�E \�`S\\\\_,,,
\` )l f t \ 5. SURVEY COMPLETE:AUGUST 8,2023
\\\ \a c`O \ \ 1\\\ �� \ I / / C^o, )\\\ \) IS68' II\\ -\ \ 6. SUBJECT TRACT IS GRAPHICALLY LOCATED IN ZONE"X""AREAS DETERMINED TO BE OUTSIDE THE
f G \ ) 1 3>' \ 2"PIPE NORTH OF 0.2%ANNUAL CHANCE\�\ O j, \\ \\ l 1 ` / 111 `) 1Sre.7 08 F \ \N19 42 (SE) LINE 7.66' 3 10 4]400J EFFECTIVE DATE 10IN.�/��B OWN ON FEMA FIRM COMMUNITY PANEL NUMBER
\\\ \ �4 \ \ \ 1 \V N u'�� - )//// I I t� I ` $'°O"28gt 10.4'(PE�)
\ ( ( I ]. HORIZONTAL AND VERTICAL CONTROL ESTABLISHED WITH GPS USING NCGS VR3
CHARLOTTE MECKLENBURG )( \ 0 ���0 �A V \VA A) �$�5�\V p \ I �� I �� I��� �)�� \��8�0)/7� A \� HORIZONTAL DATUM-NCSPCS(NAD e3/zm1)
HOSPITAL AUTHORITY 2���\\ �G \V saa�I 1/ �� �� \ - VERTICAL DATUM-NAw 6a.
� v y \ \ '\V �� � � �/l ) v �1 \ \VA
\ \ I WEST FORK FARM LLC
PID#06162009E f\\ o f \ \ \\ \ \ i' / \ 1I \—' \ \ I PID#06159010 B. CONTOUR INTERVAL=ONE FOOT(1')
DB 4315 PG 174 V\�.)v VVA 6m q A \� V A\ t �— /J ���)�� 1 V A \ ),\ ) 1 ` DB 1484 PG 535
Q O,O. \ ,. ;,,1.
o° �\ \ \\ 1\ c\ 'I I \ \ \ so' s0'\ B. THIS IS A TOPOGRAPHIC SURVEY ONLY.NO NEW BOUNDARY LINES WERE CREATED.
PLAT CAB. 0 PG 913 . A e, �V \ �,l �\ �\ VA / �� )�( / V �, p/p� DB 1484 PG 537
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ABBREVIATION I EGFND SYMBOL I STENO
B/C -BACK OF CURB ( )-BEARING AND DISTANCE FROM DEED ,
CONC -CONCRETE (IN FEET)
DB -DEED BOOK 0 -BENCHMARK 1 INCH=100 FT.
E/P -EDGE OF PAVEMENT • -REBAR FOUND(UNLESS NOTED)
HOPE -HIGH DENSITY POLYETHYLENE PIPE
IP -IRON PIPE 0 -#5 REBAR SET(UNLESS NOTED)
NAD -NORTH AMERICAN DATUM WI
-CATCH BASIN UNF I FSIFND
NAVD -NORTH AMERICAN VERTICAL DATUM
NCDOT -NORTH CAROLINA DEPARTMENT OF TRANSPORTATION BE -ELECTRIC BOX PROPERTY LINE CERTIFICATE OF SURVEY AND ACCURACY
NCSPCS -NORTH CAROLINA STATE PLANE COORDINATE SYSTEM — — — — — ADJOINING PROPERTY LINE
NMS -NO MONUMENT SET 11FR -GAS VALVE —X X X— FENCE LINE I,JAMES E.SAFRIT,CERTIFY THAT THIS PROJECT WAS COMPLETED UNDER MY DIRECT AND
P/L -PROPERTY LINE -4--SIGN ------- ROAD RIGHT OF WAY LINE RESPONSIBLE CHARGE FROM AN ACTUAL SURVEY MADE UNDER MY SUPERVISION;THAT THIS N0. DATE REVISION BY
PB -PLAT BOOK —SD SD STORM DRAIN PIPE LINE GROUND SURVEY WAS PERFORMED AT THE 95$CONFIDENCE LEVEL TO MEET FEDERAL
'PERMANENT ACCESS EASEMENT GEOGRAPHIC DATA COMMITTEE STANDARDS;THAT THIS SURVEY WAS PERFORMED TO MEET
-TELEPHONE PEDESTAL 50
PG -PAGE m THE REQUIREMENTS FOR A TOPOGRAPHIC/PLANIMETRIC SURVEY TO THE ACCURACY REQUIRED PROJECT NO
PID -PARCEL IDENTIFICATION OF DETAILED TOPOGRAPHIC SURVEYS,AND THAT THE ORIGINAL DATA WAS OBTAINED ON TOPOGRAPHIC SURVEY ° 1X36.600
POE -PERMANENT UTILITY EASEMENT `T3J-UTILITY POLE MARCH 10,2023;THAT THE SURVEY WAS COMPLETED ON AUGUST 8,2023; AND ALL SCALE
THIS DRAWING AND/OR THE DEMON SHOWN ARE THE #XXXXXX -POLE NUMBER COORDINATES ARE BASED ON NAD 83 AND REALIZATION(2011)AND ALL ELEVATIONS ARE
PROPERTY OF ESP ASSOCIATES,INC. THE REPROOUCTON. RB -REBAR BASED ON NAVD 88. DALE
ALTERATION,COPYING OR OTHER USE OF THIS DRAWING NOVEMBER 2],2023
WITHOUT THEIR WRITTEN CONSENT IS PROHIBITED AND ANY RCP —REINFORCED CONCRETE PIPE DRAWN EY
INFRINGEMENT WILL BE SUBJECT TO LEGAL ACTON.
ESP ASSOCIATES,INC. R/W -RIGHT-OF-WAY / �l_Z7-t5 GU/GAT
SO FT -SQUARE FEET
4) ESP
ESP Associates,Inc. TCE -TEMPORARY CONSTRUCTION EASEMENT ``�N 11CIIA1 �, ' AMES E SAFRIT NC LS:L-438o DATE ••,• CHECKED BrJEs
P.O.Box 7030 ,�6'....'Essi`^+�-; LOCATED IN:
cnartane,Nczaz4l ' '',,,,,...,0
N cnRo'w SANDY RIDGE TOWNSHIP DATE SURVEYED
.• 'C,.. ;C/ AUGUST Oe,2023
`'�'Q°E °"qi9 s a°' UNION COUNTY, NC. 27046 °R"W"G"°
3475 LekBIOnt Blvd. 1'C SEAL `•' 8-10-23.OWG
Fort MIII,SC 29708 - 1X36 TOPO-PFISTER
= L-4380 N LICENSE N0. = CLIENT: OWNER(S):
704583-4949(NC) i
F 1407 J SHEA HOMES
so3-Bog-244o(SC) i9'•gyp S�RTY��J\ s�.,. ,(7$ WALTER PETER PFISTER
�� _• U 7U ::. CAROLINA, LLC MELANIE PFISTER HOWARD
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LEGEND I'1 / SITE DATA: a E
,�^ \ r TAX PARCELS: 06162015,06162016,06162017,PORTION OF 06162014& `-g n z `ci PROP.BMP EASEMENT as ESSmanna+ c c/o x
%//ff//J� %/ff//�� %////� JURISDICTION:"""uw'o"'oo LLc / PORTION OF 06159010 °m m°v d 4 N
PROP.WETLAND/STREAM BUFFER C GLl�1�GLLL11�1 GGLLLL/LQ NiNc. s-3 n`w 11�'( ao-rvsR v FLOODPulry I TOTAL ACREAGE: ±227.56 ACRES(PER SURVEY) a a r 4,''+
/ / \ (PER SURVEY)A 2 U r 1
/ ,/ / `, % -jl \j\ i I f I R-0(CZ)ZONING: ±206.07 ACRES w
PROP.COMMON OPEN SPACE / -PROP.CONNECTION TO / I F) i / CC(CZ)ZONING: ± 21.49 ACRES
_ _ SOMERLED WAY PROP. ) \ \�\I _ E('n
PROP.PUBLICLY ACCESSIBLE OPEN SPACE 1 qq1q -- 1.EO QIPY- /-\ \ / =1.1
TREE SAVEVE - -.-- •
-/\j jA LOCATION:
1 MEµ PROP.STUB STREET LOCATION W/TEMPORARV / I
50 �\ I TURNAROUND-RAN TO BE DEDICATED FOR ( , I EXISTING: UNION COUNTY,NCBTOWN OF WAXHAW,NC
(( \ ,C d �`�� \\\ I FUTURE CONNECTION \ PROPOSED: TOWN OF WAXHAW,NC
PROP.TREE SAVE AREA \ \ \ x rA:suc c/o \ /`/ //
\ IOU'PERENNIAL `�' MGR
RIDpe \ 1_ ZONING:
_ / 1 STREAM BUFFER
PROP.BUFFER l -'�\ �r 1 I , \ aWo ioN 40 "" EXISTING: R-40(UNION COUNTY)&EC(TOWN OF WAXHAW)
C_____I t� PROPOSED: R-4 CZ&CC CZ(TOWN OF WAXHAW)/ -,/ I PROP.INTERNAL PRIVATE TRAIL ( I CC(CZ)
/ PROP. \\ NETWORK(S'PATH W/6'
/ BARCLAY DRIVE / �� �. WATER
/ �* 4 r QUALITY I I ( LAND USE:
/ / AREA 1 ` 1 7• \\\`\ EXISTING:O VACANT LAND
/ // j �'i \\ /473 I I ` ' i / \ PROPOSED: SINGLE FAMILY RESIDENTIAL&MIXED-USE
o, \ �' (� 18 i j�i .\v.v III 1111 CONNECTIVITY INDEX:
�'.._ 'F cues Maio m.�5.,'AJ°oErr LL,w>w /�' R n' n0 / '.\7.`, \ I REQUIRED: 1.40
I _A, ZONING. R-, - // 0e1 PROP` 0p. °c° / I��� \I / 7 fir' PROPOSED: 1.47(59 LINKS,41 NODES)*
{{ 1 POCKET 1 ``\<94 AFl /'�� `% I 1
' soannox ccc/o / °° \ \PARK / �� '/ ] / ®� / \ \ • / 'j 'NOTE SEE SIGHT CONNECTIVITY EXHIBIT ON SHEET 52.1 FOR CALCULATIONS Z
I F--- MO ffg oz'LLG , \ I
/ / uRlm Za1 G R a xHAW j ` / 4e*/ //'�` `1 Oa YEAR aooDPwN / �I' PROPOSED R-4(CZ)LOT STANDARDS: A' O
/ ry w. l ° �� /��1 - ' SINGLE-FAMILY DETACHED: ' r
/ ' �/ ne / ,� 4�® / \'\ (PER suloE�rj A V _ IZ LOT WIDTH: VARIES(45'-60') I�i
/ ////\\ ♦ °' I / x" / ♦, / PROP.WATER \ / /' LOT DEPTH: VARIES(125'-135')*
/ / /\ \ / / 4sz / /, / QUALITY AREA \�\ / ' Si�� `• `- Il / l/ `I
/ / ` \ / PROP.WATER / 4 °�*/ �~/ t .✓ � .�. II TOWNHOMES: v
/ < / /` \ J QUALITY AREA 4 `a o /��� / ) \\ \\\ /� / 1 Z O
,�yr� f V LOT WIDTH: VARIES 22'-30'
/ / \ \7-�- / \ - O OV i !r.��♦ / \\ /���_�_ `- I / LOT DEPTH: VARIES(8T-94')
/ /< V / / A 41 °er 4sx� 'PHASE ♦ /------ _ --- . ��. _ i I ( )*
/) T 5
\ \\ / / // \\ / / / 431 \ µ` / PHASE 2 �/ \^� / J' I r 1 sk. �J/ `NOTE:MINIMUM LOT DEPTH TO BE 80'FOR CLUSTER DEVELOPMENTS PER SECTION 4.1.3. G
/ 11
V / A A m /1v`', o ♦ �/ i � )-�v',v•_ FRONT SETBACK: 15' H
�i // \\/ \� �P9iG� e ♦_ ♦♦ 1 ,. w� _� - I \; \ \ / SIDE(INTERIOR)SETBACK: 5' O f^
1 1 / AV /�\ \� �>��\ e/ �♦ / v �I V v`v \- SIDE(CORNER)SETBACK: 10' U)
1 1 \ \ \ \f\� /4F' 3 ss n °z ° 4n ., \`1,./ ` \\ - / \}) \\ \ REAR SETBACK: 20' Z Z
PROP.WATER V /J
11 )/ \\\ -
1�C / ; 39waO of j\�_ - I 426 ry®4,4
/ *4 ''••• '*I\ QUALITY AREA // / \ \ II \ / MAX.BUILDING COVERAGE: 75%
/ V A //�T-<� �� ®�♦®II4 e>„, / y /� A \ ( 7 . / MAX.BUILDING HEIGHT: 3 STORIES
V PROP.INTERNAL PRIVATE TRAIL / • "oe/ ` /`] ��-_ `-i \ �i , 0
NETWORK(5'PATH W/6'RNJ) 's\ I \�5 I� a' /� l �� \ I ```\` - TOTAL POTENTIAL UNITS(R-4(CZ)I: ±482 UNITS
S%
\ 1 \©� ���� � _ i - \\ I COTTAGES(172 x160')' ± 96 UNITS 3
\ \ I _ / II® 3v \ cae ® \\®�' �� ®� �r \/G , I ) r__ �`q / ,�' 30'ALLEY-LOADED TOWN m 1
\ --_ 11 z® \ / I / „� .- j X) 26'FRONT-LOADED TOW
\ . PROP. 33e ����II -x`� / / 1� //v1 A // 22'FRONT-LOADED TOWN
__ H 3 a 3 3 1 v ®� / �/ - • A // v SINGLE-FAMILY ALLEY(45'x130'): ± 63 UNITS
\ - ® ti \ // ` SINGLE-FAMILY(48'X125'): t 65 UNITS
\ �\ OwER p U ® 3 s ®� / ��' PROP INTERNAL TRAIL NETWORK j�� Y-%/ \ _ SINGLE-FAMILY(60'x135'): t 27 UNITS
_ - _ / TREE SAVE 1 380\1 ae° ,
--_ AREA `
p \ / / 15 PATH WI 6'RANI /• ii
. \ / \
�E , , �� \\ ��SE7 °Te / POCKET ® v A��� ��� - STREAM BUFFER auRisG rvzoHlnC R7oi wAxxaw ,/ ...../
���i ��__ �' (/// /X\ PROPOSED DENSITY: 2.12 DU/AC
\I ,GarK` \.;?�,® i'% /,� \ / COMMON OPEN SPACE(OVERALL):
` a,4 PARK *oos\eo \ ° ♦ T / / I / /
\ 3a " ♦ ' \ / 'r y _ _ REQUIRED: ±45.51 ACRES(20%)
* \ / 3' ♦ \ ° coxwury TT Assoc Anox /„..„--,
PROPOSED: ±69.05 ACRES 30% m
-� \ I z,z V 3� 3az ♦O.'''.
♦ \ _ "c`"T/o"ORAp xE."xx.Gu g ro. /// i. Qh9� ( ) i
♦� Rs Pea, ,a' xnAw / '�� I'- 7%v '
ZONING R,3]z �♦♦ \ � �' I I / / A // \0' / R-0(CZ)PUBLICLY ACCESSIBLE RECREATION:
3
\", \s\\ \ : 3]\ ♦♦ lea° - �� _ i \ \ \ / \/ \ / REQUIRED: ±26.61 ACRES(15%)** .
Y ��4 \ ♦♦ ,, �� ocT ox. r \v � �y� PROPOSED: ±26.61 ACRES(15%)
\ ♦� `q` 1 100 OVERHEAD POWERLNE \` \ \\\ \
- ♦ /� oG cai2. /' \ �� EASE1nErvT(PER suxvEr) _ \` 4. '"NOTE:15%OF THE INTERIOR SITE AREA(177.38 ACRES)IS REQUIRED TO BE PUBLICLY ACCESSIBLE RECREATION
;
CCjj}}" Acn zoN xc ec \ 5O° �s POg � �� \ <�@i
PER SECTION 8.9(C).
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' �/' /� �('I� \ RyL ',?4 CC CZ PUBLICLY ACCESSIBLE RECREATION: i
(TOE)OPERATIONS 1,\ \ /) /PROP, i ♦ ` \\44 _ - \ >r C /tY. ( )
\ / \ LINEAR GREEN /�' ,\ 5 v„ r"� (- \\ vy "z QP REQUIRED: ±1.87 ACRES(10%)**
\ /� �GE�--� unEtt 1 �/� 41 1 s� ^` - ; 7-, ♦ �\ V, A 1 Ov�O/� PROPOSED: ±1.87 ACRES(10%)
�'� 9.0.47^RF,' STATION - /� �/� 1 V F, 1 �4 4.5..-C \
- \,EASENE T , ` / -' /DES' (i ' I♦% \• V. \ Ns \ ""NOTE:10%OF THE INTERIOR SITE AREA(18.67 ACRES)IS REQUIRED TO BE PUBLICLY ACCESSIBLE RECREATION
_�� E (ussE) ( '' / ' e`S,ve 0Ij�` / i 1 PROP.WATER `Y $• ` • \ \�\\ \ \> PER SECTION 8.9(A). O
Y
4.
\
\ I / QUALITY AREA
\�\ 9\ co‘ / v ' PROP. \ ' oo60%..-- \ KV Y '\ R-4(CZ)TREE PRESERVATION: cc
WATER , �� 1` �� �- \ \\\ - rc
' p „ \ R09�� ♦ s �� G /' V A // REQUIRED: ±53.21 ACRES(30%OF INTERIOR SITE AREA)
`a i \ ( o\ .z 0 i % I QUALITY \� •�� �� � M" -, , PROP.WATER �� !I\ / ,\ \ \ PROPOSED: ±53.32 ACRES(30%)
s +- \ / 1 AREA �, ni ®• • '- _ QUALITY AREA WEST FORK TWELVE MILE CREEK\
E " „ zm \ \ ee- 1 1 / :; \• (PER SURVEY) Z TREE PRESERVATION:
�® .4 / 1 CC(CZ) S e
.\ �'\-' QNNSE1\ 11 / ��� ��: • :� (PER SURVEY)A�DaDRulry \ REQUIRED: ±3.73 ACRES(20%OF INTERIOR SITE AREA)
��y
\ QN gE �.- t®�; ; - \ _ \ PROPOSED: ±4.44 ACRES(24%)
o J _ IV\ z P
'' \ 3].15 ACRES PUBLIC op W .w�� _ \% �;` \ \ 30'SnNrtnRr SEWER EaSEMErvT
*" o °LIMITED PA EA x n \\ PARK DEDICATION / ' ' ' ®Yy.-, s\ \ V. `; (PER suavtiYJ
5 -"` Awo rRAxOIs FAMILY \
r GRAY SYRUMR 8 q}, N Rm RsxP \\` ` A =` ____� //
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, -/ ZONING, v Ow. I� a I ��� fE ♦ rEMn ri000wnr \\,� �\
3 s \ , 00® ® ; ♦ t -O p (PER SURVEY T-- 3
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\ \ �� �� TREE SAVE R\ 11� g 4 ` \ \ \ /
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l AREA _/ STREET LOCATION / , 1 •
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i �.7.��.� ©©�50� \� 1�! l�1, a �� ' \��� gsG-01 „��11s { \�vv -�- LJ.I\ oI®� �4,` ♦` Im' ! !�1 1 \ ` m� 1='�� 1 PROP.WATER I-�, \ \. I 1 `` Q
a '�( ` _��� ``\ ' ®I QUALITY AREA \ �`. \ /
a PROP.PRIMARY SITE ACCESS , \\\ \ O' \ !pI 1 ,° ` \ • ®�w I�_••��--- �1 ` PROP.INTERNAL PRIVATE _.1---I I\\ Z
a FAO \ * \ \\ • I 1 a1 I_ PROP. 1 • P \ ���� I ._® __-_ x \\ TRAIL NETWORK(5'PATH WI 6 FM) / / -\ \ O
E (RIGHT-IN/RIGHT-0UT ONLY) U, \ ,AqEil I !�I POCKET PARK \ 1
APPROX.LOCATION OF FUTURE ROAD ��'`y ,\ 9.06 ACRES \ - _ - ♦ _ `\/ -/ - ��� I ���■ ` \ S, \\x '/��/ / \�1 Z W
IMPROVEMENTS PER NCDOT EXHIBIT. ' •` \ \ \ ` - ''/ ... a I - �N \ � ;' ( I \\ ` Q CIA \ FUTURE MIXED-USE ( � S
ALIGNMENT TO BE
COORDINATED WITHINCDOTITOWN �y \ AREA ♦�-_- - \�` \ \ i _ ���a �mm m _p �` ` \�; / /� \ \\
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