SW3200202_Plansheet C2.00-04 - Site Plan_20220216

VICINITY MAP
NTS
PARCEL
DEED
OWNER
1
07120006A
3807-111
RUTH MANUS TRUSTEE
2
07120006B
437-417
CHARLES MAX SASSER & SHEILA SASSER
3
07120015
611-259
LARRY W. HELMS & PATRICIA A. HELMS
4
07120010
372-926
GEORGE NEAL MEDLIN & KATHY M. MEDLIN
5
107123213
5271-844
IANNISTON GROVE SUBDIVISION
NOTE: PROPERTY INFORMATION BASED ON UNION COUNTY GIs
SITE LEGEND
■ii�ii�ii�il�li■ PHASE LINE
- - PROPERTY LINE
- - - RIGHT-OF-WAY LINE
- - - - LOT LINE
EASEMENT LINE
CENTERLINE
k /00//
111, FEMA FLOODWAY
444444 444 4444 44 FLOODZONE "AE"
FLOODZONE "X"
DEVELOPER: KOLTER LAND PARTNERS
701 SOUTH OLIVE AVENUE, SUITE 111
WEST PALM BEACH, FLORIDA 33401
PREPARED BY: MCADAMS COMPANY
3430 TORINGDON WAY, SUITE 110
CHARLOTTE, NORTH CAROLINA 28277
ATTN. MARC VAN DINE
704.527.0800
[e-mail]
JURISDICTION: TOWN OF INDIAN TRAIL & VILLAGE OF WESLEY CHAPEL
COUNTY: UNION COUNTY
STATE: NORTH CAROLINA
PARCEL NUMBERS
ACREAGE
712005A - INDIAN TRAIL
39.26 AC
712005E - WESLEY CHAPEL
47.58 AC
TOTAL SITE ACREAGE:
1 86.84 AC
EXISTING ZONING:
SF-4 CZ - INDIAN TRAIL
R-40 CZ - WESLEY CHAPEL
PROPOSED NUMBER OF LOTS:
128
INDIAN TRAIL LOT SETBACKS
MIN. SIDE SETBACK:
5'
MIN. FRONT SETBACK:
25'
MIN. REAR SETBACK:
30'
MIN. CORNER SETBACK:
10'
WESLEY CHAPEL LOT SETBACKS
MIN. SIDE SETBACK:
7.5'
MIN. FRONT SETBACK:
25'
MIN. REAR SETBACK:
30'
MIN. CORNER SETBACK:
12'
INDIAN TRAIL TYPICAL LOTS
53'
o
I M I
I 5, 5, I
BUILDABLE
AREA
I 43' X 80' I
I 3440 SF I
PAD SIZE
43' X 80'
I I
LOT AREA
53' X 135'
L 7155 SF
I � I
N -
LOT COUNT: 54
WESLEY CHAPEL TYPICAL LOTS
58' ►I
o
I � I
7.5' I 7.5'
B�UILDABLEI
AREA
I 43' X 80' I
3440 SF ,
PAD SIZE I Ln
43' X 80'
I I
LOT AREA
58' X 135'
L7830 SF
Ln
I I
N -
LOT COUNT: 30
-- 63' --
o
16. 6.1
�UAREABLt
51' X 80'
4240 SF
M I PAD SIZE
51' X 80'
I I
LOT AREA
6T X 135'
8505 SF
I N I
LOT COUNT: 44
Know what's below.
Call before you dig.
AB MOORE JR. DRIVE
(PUBLIC R/W)
\ / N /F
ABBIE EILEEN MOORE PITT
DB 492 PG 430
061-38-072 1
_ I
1 _4444- i I 1� I
I 1
\l Sao --444a44a44a44444444 / +, , I
4 <
RICE MILL CREEK �` 444 4 4 - - 444444- 444 444 444 n / I
444 4���l °-4�444444444444444 �
44
° 4 44 44444444°4444n��
1 \ 44 144 °4 °4444 °4444°° ; //i I _I
1 , 4 4 4 4- �m 444 ��
° 4 ° ° 44444 4444°° /�'/�'�' OLD EVERGREEN PARKWAY, �'
- 4444 ° 44 44 4\�4 4°. ` n/�i� i i'� i ° 4 4 1 -I i HERITAPHA PGE HASE
�l 4 4 44 \` 4 4 j / GREENWAY ACCESS (PUBLIC R/W)
°° 4 4 i� 1 4 I `i j^ \' Q a Q4 4 4° 4, 150' DUKE POWER RIGHT OF WAY II ,I II
4 4 .4 14 4 44 4 44 - (D.B. 222, PG115) -I 1
4 444444 ° , ' �; %i /% ° \ \�° °4444° 30' SANITARY
- 4 - 4 �� 1 4 �\ \` 44 a4 SEWER EASEMENT HERITAGE SUBDIVISION I -1
1 - 444 444 ° ! ` i/ ° 20' GREENWAY ESMT. TYP. PHASE 9 I
°4°44�i / j 4444 �. \ (TYP.) I 11 I
4 4 / % ,% -4 44 \ I
- 4 / 4 4 - 4 ° ° \ \ 10' GREENWAY (TYP.) I I
r 4 4
��'�' 444444444 444.
!i // i' \ ` 44444-444. \ 444 I I - Ir
z/'4 Q4 <� \ ` - 44 44 4 4'Q \ - - I Il I
/ - 4- 4 4< TBM All 44 44�'
\ / /4 44 44. EV:591.42- ^44w°4 I I
' \ C.O.S. (TYP.) 4 - 4 1 .,
MOORE FARM ROAD (TO BE OWNED & / °444" a r. 4-
\MAINTAINED BY HOA) - 4 4- 444 4 4 \ 4 I 1 I HERITAGE SUBDIVISION
(50' PUBLIC R/W) / / / 44 444 4' 44 444
\ 4 II ,, I PHASE 8
C.O.S. (TYP.) '/ \ \ \ .4 44 444 444 444 4\ - 4 4 4
MAINTAINED BY HOA ' / / 1 444 444 ,d 4 4444` 444 4 4 4 4 I -1 1
( qd
-OLD EVERGREEN PARKWAY -' �`\ 142 (TO BE(OWNED & 44a44444Q4444 \ a 4444 4 °4444 ,, 'I
` \ / MAINTAINED BY HOA) - - 4° - 4- 4 444 4 44 4 44 4 44 ° 4 4 I -1 I
(54 PUBLIC R/W) _ _ ,, \ 141 \\ 143 ° 444444° ° 4° 4° 4 \ \ 1 a° 4444 4\4 44
\ \ O 4 4 4 \ -3 4 4
r \ 1 0 \ / ♦ 44 44e 44 44 44 4 - 4 I -1
1 40 \ j / / ^ 4 44 44 444 4 ° 4 4° 4 44 4
139 i - 4 - 44 I
III II \ \ \ \\ \ 144 / �> �4 n 4 d ^- 4 �4 4 4444 4 4 4- 1
/� \� W H I E R I N G CREEK ? - -4° 4 FLOOD ZONE AE I '
138 \ \ \ / �' ) v 444_-44 ° - - 1 , I
134 135 136 I I 0 �\I ` 11 \ ✓ / / \\\�' (50 PUBLIC R/W > 44 4 4 4 4 _I
i i /- 4 4
145 444 44444°.4 / / ///% - 444 444444
4 4 _ ` 4 4 'I 1 ,
I I I\
44 444 ,fiBM NAIL / , / 444
44 444 4 4-44-44 4 4 I I
I O \ \ - ELEV,590.94 i ! - 4 - 4 4 4 4 4 4--
-� 214 .' 146 . 4 444 / ° 444 44444 ° ° 4° ° 444 44 I '
O . \ 44� / / ` \ 44 444, 444° 444 4444 444° °
2� �, 1 /� / ./ . \ 21A44n44,6 °4,°4A - 16e 44�
4 `�4-444'
-° -
4 - 44441
4 44 4
a 44(44° °�-4. 4444°44444-4
1 4 4j444444°°4444°444 I
J 4 4 4 ° 4 4 - I
/ A a°aa°4a°
\ I i ° 4°t 4,/� 444
d 44444°4444 44 4 44.4
I \ °IA"4 4444°4' 44444a44a44 /
\� � �/ \ �' 147 -' \ / 4d /• - 4444°444 4'4 4 4 � --- 1 -1-==-
I- o YP. TO BE OWNE0___ \ / 4° < ,i ° \'���1j4 44 4 44 4 4° ° 4°4�"4� ° 4 �r-
I I MAINTAINED BY HOA \ - \ ` 211 \ \ / \ / \� ( / ° ° 44 4 ° 4 4° - °° 4 4 ° -4
r 44 4 �d i44 - ----
I a - - I , \ \ \�� \ \ a° ° \c° ° 4° ° A � �44° 444 4 -° I I
I I 1 , \ 21 0 \ s - // / ' 148 ��> \ \ \ °444 - - �4 4° 44 44 44 444 4
209 \ �i/ //� \ i� 4 4 4-
4 444 44 44
1 \ 208 \ /i/ \ MAIL \ �� -4 -4 44 -4 444444 -4 44 I 1
w 131 ' 207 O \ �� j% KIOSK \ '\ 4 4444 `° - -444444 444 444 444 4° I - I -----
205 \ %_ i �\ AREA i 44444 4444-44444°----4°
-- O -- 203 204 I 1206 1 1\ �.� ��/� 149 - ° - 44 - 4 4 44 4 4° 4 4° ° 444 4° 4 -` ' h
444Q4 44 4 44 44 1 1
-\192 i \ 44 44 -4-- m 44 -- -4 44 -- 44 444 I _ 1'
44' 4444 14 4 4444 4444- 4444444°-444-4444 I ,I
�I III ---=\�\ i 14 444 444 4° 444 - a° 444 -4 4- ° 4 ° 444 4° 4- G _II
129 - 4444 44 -4 444 44� 4 4 44 4 4444 4 4 44 4 44 4 4- 4 II 'I
44444 44444° -4444-4-°444°-44444444 41 - l
- _ 1 \ ' \ 4- 4° ^ 4 4 4 4 4 4 4 _-44 4 - - 4 I r4444--
- \ 196 \ ` ' 189 \ 151 4- 444° 4-4444--444-444-4 -1
II
II III �, ' 11 197 O O ,��� �� O , /\\ 44 4 4 - \ \ 4 4 4 4 _4 44444 444 4444 4°4444 4 ��_----
I 128 I 1 � - 4 4 a - - 4 - -
' 1 199 198 \ \ A ITLE RIDGE D � ,,/ \\� / 4444- \ ^--44444 °°--44444.44.44�/ d
- - - - 200 O I 1 \ 50' PU BLIC R ` 188 \ \ ° - 4° - 444 -�4 �' - 444 444 4444E , I.
I ( e\� O �� \ \ 152 \ \ ' a °- - \mob .-a 44-,4 I
it III 202 I I I 1 , �S. (TYP.) / / \` \ \ �\ RETAINING ALL \A� 444 444 444 - \ \ \ i i ■R �- s -■
II 127 I I 1 _ (TO BE OWNED & \ \� W/ SA F F�xjIL \ ° -° 4 -° 4 44
°
I / MAINTAINED BY HOA- - \ \
� \ � / (D N BY OTFi�RS)
\186 \ \ `1 // 153 444 I
1 85444 a4444--
�I 4-44444
--- -
II i I1 11 1 183 \ \\ // �\� 44 444 444 4 °
1 1 182 \ \ / \\\ 154 \ �4"
44 44 -4 -44 44 \ \ I I I
N/F I - - - - I I I I I \ \ % \ O �\ 44 4 4 -
ABBIE EILEEN MOORE PITT I I I I I 181 \� / `' 44 -444444 444 444I_-
DB 492 PG 430 II 125 I 180 \ \ 1 _ / \ \ , -° -° 4 - 4 4 \ \ \ �-
061-38-072 O 178 �� 159 \ \ \ \4 444 -° - 444 444 4- . 4 \\ I
174 175 176 177 O 1 ,�: \ \ C.O.S. (TYP.) ° a 4° 444 -° a 4 44
O I \ - - - -
O OI O 155 (TO BE OWNED °° - 44 4 4 -4 4 I \ \ \ I
&MAINTAINED 4° 4 444 444 44-4 444 444 4444\
/ BY HOA) ° ° 4 444 4° - 44 ° 4 *4° 444 IN, \
-_..�
\ \ 160 158 - 282 1 We
- - - - 4 4 4FA-4- - - 4 - I DUKE POWER HIGH
I \ \ - 4 4 - 4 VOLTAGE TRANSMISSION
_�-- 161 / ��\ \\ \\ O 444 4 - - 4 -4 - - °
162 \ \ �' \ �/ 9444°-4444444°4444°° II I LINE TOWER
\ - - - -4 - 4 4 �41 1 I I I11
163 \ \ 157 \ \ 283 4 4 - - - 4 4 - 4- 44 ° S 44
1 1 \ O \ - 44 -- °- 4444-4 °- 11
164 \ ` \��i �i \ -44-
444 44 -4 -4 4d .44.
I I 165 \ /� \ \ - 4 - - 4 - - - 1 I
-- -- 1 1 `O \ \� \ \ \� \ '44444--4 -4 -4 it I'-
L---167 166 \ \ \ / _,- ,,�' , / �� , , / \ 4 ^ - 4 .- 4 ^- 4 - L 1_
122 I I I I 168 1 1 \ �/;-'' ,,-''� � � � \\ 284 \ pIAN TRAIL -TOW •- P � I I I
O 173 172 171 170 I 169 \ 1 1 „- \ 156 \ O - _ IN _ BEY C ; A 1� II
t7lO O O I I I s- O \. OF wEs , I I I I
�BEN�"WILLOW DRIVE 1--LA 4444- - - I
(50' PUBLIC R/W) ------------
I
O _____ _ _
1 4 , 10' GREENWAY TYP.
I o 121�_ _ ==-J II-___ _ ____ OW ICI L�IVt�►T \_ r -_____ 4444= --- a° (TYP.) ° a° ° a?414:�4
/- INpIAN TRAIL T _ °420' GREENWAY ESMT. (TYP)�RAGING CREEK DRIVE - - - c )L---------------4444-- - 4 a'
C.O.S. TYP. I I - -�
50' PUBLIC R W (TO BE OWNED & HAPEL I ' 106 91 1 -4444°-4"4-V4 4°4 d - 4 ° 19- li /
( / ) 120 MAINTAINED BY HOA) �I' E O F WESLEY C I 109 1 08 I 1 07 I I III O I 4 ^ ° °RETAINING WALL 'B'a° ° -° ° < / / I I I'I '1
O 1 - VILL/A 110 I I I
4�° 0 120' GREENWAI( ESMT. (TYP.)
_ \ / / // / I I II I 4 4° 4p�°�419E8 I I 110' GREENWAY, (TYP.)
\ \ \ MAIL KIOSK / 7� / I ' - - ; a° - -° ° -4° -4° - -° 4°.°�°<� II
\\\ \ / STORMWATER CONTROL / -- --- III 92 _ _ 4° 4°° 44 44 44 4 - \ l 1 / 4 I I 11
AREA /
\\ \ 1 19 � 1 1 1 // I _ _ ° a 44 444 4- 4 -4 4 44 I/ f 4 -
MEASURE A - - 4 4 - 4 I
(TO BE OWNED & MAINTAINED BY HOA) _ �� I - 4 4 4 4 4 I
4 4�� P49b4 14 a=g 1 444 4 II 193 4 II
�.O.S.I (TYP.) \ _* / �� I� 1 I _ - \' - 4 4 4 4 4 4 4 - - ; - 4 4 4 I
TO B OWNS 118 - \ ,''-_-_-4444__ GRACE POINTE DRIVE - I II __� ; 4 4 4 4 i , `, ; 4
MA NTAINED ' \ 1 ' 1 1 , ' 444 444 44444° / -444' `�
H�A) �\ - _ �\ (50' PUBLIC R/W) ' ' I ' I I 94 4° 4444
° ° 4° / / / \` ° -� I
\ (� I \ ' ' 100 199 I \\ I O 1 44 - 444 / / 44 4 I 4 I II HERITAGESUBDIVISION
' 117 �\ 112 \\\ / I 102 1101 I I J III �--�' 4444°- / �� 4° -°4444 a° I '
�_ ��'� 10 I 103 44 / 444 a- °\e° ° 11 ° -- 4 ' li
\\ / // / T -�- / \\ __ Jam' I 1 O I ', II II _____' --___ I 95 \ ' ° ° 4° �r 4444° 4 4 �4� d \` II '4444 I I
\ . 116 i �� _-_ ___-- - I 1 1 �__ --- I\ O - 4 4 4 - / \i ! 4 4 4 1 FLOOD ZONE X
44444 IS
444 - -
1 4 4 _ - RETAINING WALL ' E - ° ° 4° ° -
/ 4 4 - 4 44 4 - 1 - 4 4
1 14 1 13 4 - 44 4 44 - ° 4 ° - - - ° 4 ° - - W/ SAFETY RAIL -� 98 I \\ I 9 6 \ \ \ / fir\-° 4 - 4° - a° 444- <
V 1 - 14�TeA 16 �Fi M \ r -4 44 4
4\ \ \ \ / / III 4 ° 4 4 'd p4 - (DESIGN BY OTHERS) 1 O % ` _ - �, \ - / i - 4
44�\\`< 444A 4 84 ;4W45484444-44444 - r l __� �- 4 --(®Kg �A34 ,44 °- 4- - - � - 1 _ / / \\ I � °�°�'-4444
�°/ -4444°- 444--44-44-444444444444-41 444444- �__�--/- / \ ` 44444/ 14444 /-� �' 44-44444 44 444444 44444;-"EXISfING1tRNI_rAR 97 �� ,44 - I \-/ \4 4 �- C.O.S. (TYP. 4 44 "-� - 44 j �zr 4 ° - C4 ( ) I ( I ) O _ = 444 / / ,\\ \ I \ NNI I ,4- 4 ° 4 <
/ - / - 4Q j- - -bay- - SEWER TYP. C.O.S.; TYP. 4
44444-44444- (TO BE OWNED & 4� 4.4 44444-A 444°�4��7�4� a 4_ c�4 -4 Q / i� r 4 44 -
_ \ a �- - 44 4 4d 4 4 n4 - °° MAINTAINED BY J36A - - -° 4 4 - - - - - - a �--9- - - ash-7-�-�- - °° cT0 �E WNED & a \ / _ - 4 �4� ° 4' " \ I - 4 4 -
\ -4 4Qi' 4 Ida- 9 4 -- 44 444°-4°-4444 -- -- 4 9S �4 MAIN AI ED BY HgA� 44 �° -4 44 44 44 I \ I, 44 -4 p-
I - -4 44 4 4n f� -4 44 ° e4 44 44 -----4°-4� -4 -�q 4 4 4a _�-4--4444°-4 I \ \� �-44444(--Q° d
\ TAINING WALL »F» 4 -4 4 4 4 n� 44 4� 5 4 �4F`k %\4 -4 -4 -4 44 - 4 4 -4Q 4 4- - I n -4 4 - 4
W/ SPF -ALL ----4444-444°4< - �44 .4( ' 44444 44 44 44 44 °- 4p44 44 44 -�d�p _ -�4z} - -4 - I4�a" 10' GREENWAY TYP.) 44 44 -4 -
--.\ \ \ - 4 - 4 4 4 - 4 - 4 - y'"�� - - 44 4 4° 4 -° 4 -° °°�5 1L11�1 iQ -° 4° 4 -� �= do- a - 4 - ( c ) 44 -4 -4° I \ \ 444-44-14 - -<
DESIGN BY OTH 1 4 4 - - / ° ° ° 4 4 4 ° - 4 - 4 - 4 20' GREENWAY ESMT. TYP. - 4 4
N, \ \c 44 44 44 4--�-'�'��"' - - °- - -° 44� -^ -C4___ _a �, 4 44.- -� .- 4 - N ° --° -d ° '�-4 9 ss'J
- - 44 /� i - / ° ° °_ °-��°z1 - 4 REMAININ�OWALLI'C» - 44 444 �-n °
\ \ / 4 444 �4 -�� �/ \ \ DETAINING WALL "D" �4 4 ��4- EXISTING SANITA� 44 4 W/ SAFETY HANDRAIL _4- -4 �- - ,� �--r-
j - /� / \ / W �AF€Tk. AIL - 4 4 �°�� _ a
\ 4 \ / '-�.. ` �. 4 4 4 4 - 4 - 4 4 4 ..--SEWER
1?T*54 4 -
\ / �/ / (DESIGN BY OTH 4 4 - 4 4 �a 4� - -R- - 4 44 - 44 �SDESIGPI-B-Y -OTFf
�r _ \ - ELEV: 588.11
444 4 - ,�� \ \ / - i - \ \ / / \ _ \ �`
CONTRACTOR SHALL NOTIFY "NC811" (811) OR (1-800-632-4949) AT
LEAST 3 FULL BUSINESS DAYS PRIOR TO BEGINNING CONSTRUCTION
OR EXCAVATION TO HAVE EXISTING UTILITIES LOCATED.
CONTRACTOR SHALL CONTACT ANY LOCAL UTILITIES THAT PROVIDE
THEIR OWN LOCATOR SERVICES INDEPENDENT OF "NC811 ".
REPORT ANY DISCREPANCIES TO THE ENGINEER IMMEDIATELY.
SEE VICINITY MAP FOR INFORMATION
REGARDING ADJACENT PROPERTIES
ALONG THE SOUTHWEST PROPERTY LINE
Val
GRAPHIC SCALE
0 50 100 200
1 inch = 100 ft.
'J
McADAMS
The John R. McAdams Company, Inc.
3430 Toringdon Way
Suite 110
Charlotte, NC 28277
phone [phone]
fax [phone]
license number: C-0293, C-187
www.mcadamsco.com
CLIENT
MR. MIKE KISSEL
KOLTER LAND PARTNERS, LLC
701 SOUTH OLIVE AVENUE, SUITE 111
WEST PALM BEACH, FLORIDA 33401
KOLTER
LAND PARTNERS
z
J
W
p
�U
2
aw
J
-
` '
W
Owl
LL
N
O�Q°�
a-
z
W
a
z
L,L,I
J
J
V�Wwc�
�
W
Vl
a
�
J
U
Q
=
w
>
z
O
wFM
o
z
�
z
J
Li
O
°
W
z
m
0
_01 CARO<
:THE JOHN R. i
= n ' McADAMS
= :COMPANY, INC.
%C-0293 r N� ;
. o
6289 -
"
R• VAN
A't3'�l
REVISIONS
NO. DATE
1 06. 15. 2020 REVS PER 1ST REVIEW BY ALL AGENCIES
2 04. 20. 2021 REVS PER 2ND REVIEW BY ALL AGENCIES
PLAN INFORMATION
PROJECT NO.
KLP-19000
FILENAME
KLP19000-OAS1
CHECKED BY
MVD
DRAWN BY
AJB
SCALE
1"=100'
DATE
01. 17. 2020
SHEET
OVERALL
SITE PLAN
C •oo

NORTH
EAST
WEST SOUTH
SHEET KEY
N.T.S.
SITE LEGEND
SIGNAGE
YARD LIGHTS
LIGHT POLE
POWER POLE
ACC
ACCESSIBLE PARKING STALL
VAN
VAN ACCESSIBLE PARKING STALL
XX
PARKING SPACE COUNT
ACCESSIBLE RAMPS
TYPE AQ TYPE © TYPE
ii-ii-ii-ii-i�■
PHASE LINE
- -
PROPERTY LINE
- - -
RIGHT-OF-WAY LINE
- - - -
LOT LINE
- -
EASEMENT LINE
-
CENTERLINE
FEMA FLOODWAY
4 4 a 4 4
FLOODZONE "AE"
FLOODZONE "X"
J
iw what's below.
Cal I before you dig.
CONTRACTOR SHALL NOTIFY "NC811" (811) OR (1-800-632-4949) AT
LEAST 3 FULL BUSINESS DAYS PRIOR TO BEGINNING CONSTRUCTION
OR EXCAVATION TO HAVE EXISTING UTILITIES LOCATED.
CONTRACTOR SHALL CONTACT ANY LOCAL UTILITIES THAT PROVIDE
THEIR OWN LOCATOR SERVICES INDEPENDENT OF "NC811".
REPORT ANY DISCREPANCIES TO THE ENGINEER IMMEDIATELY.
10' TRANSITION TO TIE TO
EXISTING 30' C&G AND
ASPHALT PAVEMENT.
1 1
1 _ 1
TIE TO EXISTING 24" VALLEY 1
C&G AND EXISTING ASPHALT
z 1
N 1
24" VALLEY CURB PER 1 \ 1
TITLDS STD 1.12A (TYP.) 15' PRIVATE STORM
DRAINAGE EASEMENT 1
ABBIE EILEEN/MOORE PITT - ' \ \ (TYP.) 1
DB 492 PG 430 MOORE FARM ROAD 1
061-38-072 - � \
(50' PUBLIC R/W) �� 1
PROPERTY
LINE (TYP.) \ 1
o0 1
\\ o o. 1
5' TRANSITION FROM 30"
- - STANDARD CURB AND GUTTER /
TO 24" VALLEY CURB (TYP.)
- - 15' PRIVATE STORM �' � /
C.O.S. (TYP.) DRAINAGE EASEMENT j `� 5��1 \ 35'x35' SIGHT 1
(TO BE OWNED & (TYP.) �� \ TRIANGLE (TYP.)
I i I
133 �
0.21 AC
I
I
I
I
30" STANDARD CURB -
AND GUTTER PER TITLDS
TD1.12A (TYP.)
i
0.18 AC
I II
II
I'
I
I
PROPERTY
II
LINE (TYP.)
I
I
�I
�I
I
m �--
ol
30'� I
II
N /F
I
ABBIE EILEEN MOORE PITT
I
DB 492 PG 430
- -
061-38-072
I
I
II
II
I
I
I�
I�
I'
I
134
0.21 AC
131
0.17 AC
15' PRIVATE STORM
DRAINAGE EASEMENT
(TYP.) - - - -
130
0.17 AC
I
I
I
I
I 135
0.21 AC
I
I
MAINTAINED BY HOA)
STEM WALL (TYP.) \ 1
15 PRIVATE STORM \\ \\ \\
DRAINAGE EASEMENT , , / \ \ \ \ 0.25 AC \\ AA 1
(TYP.) \ \ \
15' PRIVATE STORM ��' \ \ \ OA
DRAINAGE EASEMENT
(TYP.) 1
01
O0.22 AC
1
0.22 AC \\ ✓/OA
b• .1
\ \ I 0.22 AC \\ ` `� // I 138 \ �'��FF V
136 I I 137 1 0.22 AC
0.22 AC I I I 0.22 AC
R
0,
I I I I 11 1 11 .b /, S\OEMEN
;l
// /
C NCR Z\ G S p00� / i 1
11 y� 5 PAN N R� a 1
ju
/ \ 0.20 AC W
/
S�M�N/ / �''
/ W
Ln
OLD EVERGREEN PARKWAY_ILu
S4T02'33' E \
240.41' (54' PUBLIC R/W) !_ _ ,_- / �\ / ` `� \LU
0.17 AC `\ ' Ln
w
15' PRIVATE STORM \ 1 \\\ 212
DRAINAGE EASEMENT \ 1 0.17 AC
\ \ \ \ ► . / � J
❑ C.O.S. (TYP.) - (TYP.) - -
(TO BE OWNED & 1 U
0.17�•/
35'x35' SIGHT MAINTAINED BY HOA) _ = _-� - - - 1 \ AC \\\ \ U
TRIANGLE (TYP.) - � _
STEM WALL (TYP.) \\ \ \ \\\ \ / / Q
0.17 AC
• � � J w
w w wl Uj \
wow W ��� I I 1 \\ \ 0.17 AC
N CD - I
b' w zLd
I I I I 1 0.17 AC
LLJ
z g z
��� 0.17 AC
W 11\ \ \
I_
u �I I O I I 0.17 AC
---- J 203 0.17 AC I I 0.17 AC I
I z ca
0.19 AC
ZDv
j - ` \ \ 0.17 AC \ 1
Q_ b \
uT1uTY -f / � / ► . \ O 19 3 \ �
I - r�CP NCRETE SIDEWALK _ _ / \ v
I
129 I
0.16 AC
128
0.16 AC
STEM WALL (TYP.)
I
0.20 AC
15' PRIVATE STORM
DRAINAGE EASEMENT
TYP.
I I li t I
I I 126
0.20 AC
I I
TRIP /
S�� _ / \ \ \ \ 0.17 AC
_ ---
24" VALLEY C&G PER _ - - \ \ 0.17 AC
S47'02'33"E TITLDS STD 1.12A (TYP.)
34.88' -
NG S
g' PLANTITRIP
-� CONCRETE SIDEWALKS _ \ 0.17 AC
EA EMENT \ ` 1
5 '
R W
BC -BC
2'
EP EP
I
I
w
N �
n 6
Z
I
f---'
UTILITY 1 \ \
0.20 AC
I\ \ 0.20 AC \ 1
I I
I I I III 199 '1 0.20 AC
III 200 '1 0.20 AC
202 I I I 201 ' 0.20 AC
0.20 AC
0.22 AC 1 /',/1
I
C.O.S. (TYP.)
I I I I 1 \ (TO BE OWNED &/
MAINTAINED BY HOA) ` 1
15' PRIVATE STORM
DRAINAGE EASEMENT
(TYP.)
__
0.17 AC \ 1
\ 0.16 AC
MATCH LINE - SEE SHEET C2.04
GRAPHIC SCALE
0 20 40 80
1 inch = 40 ft.
'J
McADAMS
The John R. McAdams Company, Inc.
3430 Toringdon Way
Suite 110
Charlotte, NC 28277
phone [phone]
fax [phone]
license number: C-0293, C-187
www.mcadamsco.com
CLIENT
MR. MIKE KISSEL
KOLTER LAND PARTNERS, LLC
701 SOUTH OLIVE AVENUE, SUITE 111
WEST PALM BEACH, FLORIDA 33401
KOLTER
LAND PARTNERS
z
J
W
p
�U
2
W
J
-
cn
W
-
Q
1
Q
LL
O
0
N
z
W
a
z
LU
J
J
LALLILU
�
co
W
Vl
a
J
<_
U
Q
=
w
>
z
O
w
o
z
�
z
J
LL
O
W
z
o
O
CARO
r THE JOHN R.
= n ' McADAMS
= :COMPANY, INC.
T
•.......••• O�
,, ,O ' A' ;
CA ,'�.
t
E L
36 89
R• VAN
REVISIONS
NO. DATE
1 06. 15. 2020 REVS PER 1ST REVIEW BY ALL AGENCIES
2 04. 20.2020 REVS PER 2ND REVIEW BY ALL AGENCIES
PLAN INFORMATION
PROJECT NO.
KLP-19000
FILENAME
KLP19000-S1
CHECKED BY
MVD
DRAWN BY
AJB
SCALE
1"=40'
DATE
01. 17. 2020
SHEET
SITE PLAN
NORTH
C2.01

NORTH
EAST
WEST SOUTH
SHEET KEY
N.T.S.
SITE LEGEND
ACC
VAN
XX
TYPE AQ TYPE © TYPE
SIGNAGE
YARD LIGHTS
LIGHT POLE
POWER POLE
ACCESSIBLE PARKING STALL
VAN ACCESSIBLE PARKING STALL
PARKING SPACE COUNT
ACCESSIBLE RAMPS
PHASE LINE
PROPERTY LINE
RIGHT-OF-WAY LINE
LOT LINE
EASEMENT LINE
CENTERLINE
FEMA FLOODWAY
FLOODZONE "AE"
FLOODZONE "X"
iw what's below.
Cal I before you dig.
CONTRACTOR SHALL NOTIFY "NC811" (811) OR (1-800-632-4949) AT
LEAST 3 FULL BUSINESS DAYS PRIOR TO BEGINNING CONSTRUCTION
OR EXCAVATION TO HAVE EXISTING UTILITIES LOCATED.
CONTRACTOR SHALL CONTACT ANY LOCAL UTILITIES THAT PROVIDE
THEIR OWN LOCATOR SERVICES INDEPENDENT OF "NC811".
REPORT ANY DISCREPANCIES TO THE ENGINEER IMMEDIATELY.
.ti
/ /°z �JFF
1 /
1-
\
r \
FPE=597.70 ,
1 0.21 AC \ 15' PRIVATE STORM
(TYP.)
EASEMENT , Q ° V Q ° v Q
FPE= 977..50 / ' \ ` ♦� ° ° Q ° ° / �� F / �j/ i
0.20 AC ` ♦ Q Q Q % �6 �1
4 _
'0��� .�'.
TIE TO EXISTING 24" VALLEY
C&G AND EXISTING ASPHALT
j QQQQQ°
Q
\\•QQQ ° ,,QQ
�10' GREENWAY (TYP.)
20' GREENWAY ESMT. (TYP.)
i
Xx
�� bvv P v ♦ZI
'� �� ° �s d \ Q Q ° °
/ STEM WALL (TYP.) \ �'�� ° ` '9%` ♦ /� / % ��, �'� y/ j \ 1 ° Q Q ° Q Q
FPE=597.40 /� i � ° � ♦� / � L \ Q
fV 1 \ 0.20 AC \\ ZONE ANNUALECHANCEPFLOODI% ° 2F ♦ Q ° ° \a
U \ /� Q ♦ °
HAZARD CONDITIONS ° fF / Q Q Q Q
W
WI
LLI 1 FPE=597.300.19 AC
zo
LU
\ \ Q Q /,( -♦♦ ° ° ° °
\ F
\ Q F� ♦ °
2
25'R 147
U AA FPE=597.10
I-__ 0.20 AC
Q
�j ' / \ 15' PRIV TE STORM
\ B l/ •'b / ' / DRAINAG EASEMENT
�TYP.) \\
35'x35' SIGHT
1 \ TRIANGLE (TYP.) ,p
O
v FPE=596.90
1 MAIL KIOSK v 0.21 AC
1 v ON -STREET (' x lop
\ PARKING
\ STREET LIGHT (TYP.)
1 30" STANDARD C&G PER \O STEM WALL (TYP.) \
\ 1 TITLDS STD 1.12A (TYP.) \ '
1 \10' TRANSITION FROM 24"
VALLEY C&G 30" 149 Q
1 191 \ \STANDARD C&G (TYP.) FPE=5O96 70
1 0.17 AC \ / ' \, \ b •' 0.21 AC
/ //
0 FPE=596.50
' Q Q Q Q 1
STREET LIGHT (TYP.)
1 0.20 AC
/ , b
RETAINING WALL "A" W/
SAFETY RAIL (DESIGNED \ /1
BY OTHERS) Q \ \1 Q Q
1 '
1 0.17 AC
115' STORM DRAINAGh\ \\ /
1 EASEMENT (TYP.) \ \
�\ 0.17 AC
STEM WALL (TYP.)
0.20 AC
1 0.17 AC
/ F
1 0.178 AC
o CPO N�� CREW NG
P�
6 � l5,
151 Q°°Q°° \\ /�°v
FPE=596.40 \
0.20 AC
15' PRIVATE STORM
152 DRAINAGE EASEMENT
(TYP.) \ Q
0.21 96AC
\ 24" VALLEY C&G PER \\ \
TITLDS STD 1.12A (TYP.) _� / \ C.O.S. (TYP.)
/ (TO BE OWNED &
MAINTAINED BY HOA)
\ FPE=595.90
0.20 AC / , / ZONE \ Q °
\ / EANNUAL CHANCE FLOODI% b HAZARD CONDITIONS
MATCH LINE - SEE SHEET C2.03
GRAPHIC SCALE
0 20 40 80
1 inch = 40 ft.
'J
McADAMS
The John R. McAdams Company, Inc.
3430 Toringdon Way
Suite 110
Charlotte, NC 28277
phone [phone]
fax [phone]
license number: C-0293, C-187
www.mcadamsco.com
CLIENT
MR. MIKE KISSEL
KOLTER LAND PARTNERS, LLC
701 SOUTH OLIVE AVENUE, SUITE 111
WEST PALM BEACH, FLORIDA 33401
KOLTER
LAND PARTNERS
z
J
W
Q
OU
W
J
-
LU
W
-
1
Q
LL
O
0
I
Z
a
z
LU
J
J
LALLILU
�
co
W
Vl
a
J
<_
U
Q
=
w
>
z
O
�
w
o
z
�
z
J
LI_
O
W
z
0
CARO
c THE JOHN R.
= n ' McADAMS
= :COMPANY, INC.
T
C-0293
XX
,O% %.
E� L
6 89
e�kG
�R VAN\
REVISIONS �I /-
NO. DATE
1 06. 15. 2020 REVS PER 1ST REVIEW BY ALL AGENCIES
2 04. 20.2020 REVS PER 2ND REVIEW BY ALL AGENCIES
PLAN INFORMATION
PROJECT NO
FILENAME
CHECKED BY
DRAWN BY
SCALE
DATE
SHEET
KLP-19000
KLP19000-S1
MVD
AJ B
1"=40'
01. 17. 2020
SITE PLAN
EAST

NORTH
EAST
WEST SOUTH
SHEET KEY
N.T.S.
SITE LEGEND
ACC
VAN
XX
TYPE AQ TYPE © TYPE
SIGNAGE
YARD LIGHTS
LIGHT POLE
POWER POLE
ACCESSIBLE PARKING STALL
VAN ACCESSIBLE PARKING STALL
PARKING SPACE COUNT
ACCESSIBLE RAMPS
PHASE LINE
PROPERTY LINE
RIGHT-OF-WAY LINE
LOT LINE
EASEMENT LINE
CENTERLINE
FEMA FLOODWAY
FLOODZONE "AE"
FLOODZONE "X"
iw what's below.
Cal I before you dig.
CONTRACTOR SHALL NOTIFY "NC811" (811) OR (1-800-632-4949) AT
LEAST 3 FULL BUSINESS DAYS PRIOR TO BEGINNING CONSTRUCTION
OR EXCAVATION TO HAVE EXISTING UTILITIES LOCATED.
CONTRACTOR SHALL CONTACT ANY LOCAL UTILITIES THAT PROVIDE
THEIR OWN LOCATOR SERVICES INDEPENDENT OF "NC811".
REPORT ANY DISCREPANCIES TO THE ENGINEER IMMEDIATELY.
MATCH LINE - SEE SHEET C2.02
-7 ����------154 --------,---------------�o Qo Qa Q Qa 4 4
\
0.199AC ' �\ STEM WALL (TYP.) 4 Q Q 4 4 4 4
1 �4Q Q QQ 4
- Q Q 4 Q Q Q <
,\ 4 Q01
4
0.19 AC
// / / / \ 15' PRIVATE STORM 4 Q Q Q Q Q
0.16 ACrn. c� o DRAINAGE EASEMENT Q 4 4
0.20 AC \TYP. Q 282 iQ QQ Q4Q
1 161 FPE=595.10 \\ 4 4 Q Q
0.16 AC U)\ 0.17 AC
N� GC^ �N\ \ 592
4 Q <
0.16 AC 1 162
\
4 4 4 4
1
•`, V
- � 0.20 AC FPE=594.904 14�1
4 4 Q 4
0.17 AC
/ / 4
\ \
0.
` 4
20' STORM DRAINAGE 4 Q
EASEMENT (TYP.) \ \'• , 284 \ _ - _AIL TOW N LIMIT
_ _TRA
1 , 156 \ i 0P1994AC AN . F W Y CHAPEL
C.O.S. (TYP.) ESLE
1 (TO BE OWNED & \ 0.25 AC O
MAINTAINED BY HOA) STREET LIGHT \ \ / / - VILLAGE
\ v 4 v v 1 20' GREENWAY ESMT. (TYP.)
(TYP.) \ .4 - - 10' GREENWAY (TYP.)
N 4 4 4
U 1 20' STORM DRAINAGE - -
EASEMENT (TYP-)------_____---- // \ h / / `I 4 Q 4 Q - -
o v V
w l ----------------- N LIMIT _ __ ____-----------� o 1 Q Q Q 4 Q Q Q Q Q Q Q Q 4
_ ,,'�NDIAN TRAIL TOW _ ________-- -
HAPEL ___ ; •. 285 4 44 4 4 Q
1 1 , JQQ4QQQQQQ444 4
� pF WESLEY _ _______-- ,,• FPE=594.40
W �- -- I LLAG E__ , '1 ' I 0.21 AC Q 4 Q 4 4 4
I 4 4 4
'-'-'�Q4Q4QQQ444QQQQQQ4
I I 1 Q Q Q Q Q
W
z I I 11 4Q4QQ44Q444Q4Q C
I 107 106 O Q 4 44 4 Q 4
I 4
1 �I I I' 0.17OAC ' 0.21 AC I b FPE= 94.10 4 4 4 4 4 4 4 4 Q 4 4 PCCE EASEMENT � I I , 108 I 0.18 AC � 4 Q 4 4 <
U I (TYP.) 109 0.17 AC I 1 Q 4 4 4 Q 4 4
�1 110 0.17 AC I 4 44 44Q44QQ44 4<
Q I �' 0.17 AC
4 4 4Q
�, I .. ► - MEN'' ° :, � Q Q 4 4 Q Q 4
I I -� 'FUTILITY EA E I FPE 593.90 , Q Q 4 Q Q
► 35'x35' SIGHT I 0.17 AC \ Q
5 5U CONCRETE SIDEWALK TRIANGLE (TYP.I , 4 4 Q 4 4
PLANTING STRIP __ _ I 4
_\ Q4QQQQ4Q4 4Q Q
mN WN;10� A \ 1QQQQQQ4QQ4QQQQQQ4
1 S� S53'11'S2"� n I \ 4
TE pRIVE 390.76' A 2SQ wn - - \ 4 RETA4NG ALL "� W Q Q 4 Q 4
o _� _-
ETY RA 4
1 t4'VALLEYC&G PER 0---
GRACE P �o�� c�SIG�4Q Q S STD 1.12A (TYP.) -- --- - _ 50' PUBLIC R/\N \ BY o Rs Q Q
6' pLANTING STRIP
NCRETE SIDEWALK 93 \, Q Q 4 Q 4 Q Q 4 Q 4 4 Q 4 Q<
UCPWUTILIs EMS \ Q 4
OP179a,c \� 4-1 � Q4 Q4QQ4QQ4QQQ<
_ Q4QQ44Q 44Q4QQ44
1 • .' ; � II I '1 I ' I � I� - \I � Q 4 Q Q Q Q Q 4
\11 ^,4Q QQQ Q4
I O I 00 9 4 \ 4 4
FPE 593.60 I r G r' O Q 4 Q Q /
I I I FPE=593.50 4
I 1 101 1 0.20 AC I \ Q Q Q
O FPE=593.80 � � 0.17 AC Q
I 10 2 1 FPE=594.00 I, 0.19 AC I I
OP199 AC 0.19 AC
1 I 104 I FPE=594.40
1 _ OFPE=594.70
FPE=594.60 0.17 AC
I 0.17 A
1, 0.18 A li I Q I
FPE=593.20 I 4
I I I '-_ _ -------- ----. )I ------------ �I - I
I 0.17 AC
5-STOR_-D-AINAGE _ 1 Q 4
--- EASEMENT (TYP
---------- II
I
5 b_ Q Q I \
I I - _ - 1 1 ---4 ONE AE: FL ODPLAIN, 1�%
I -- ------ 2
-L
I L� -_-------- gC BC 1 _ ANNUAL CHANCE FLOOD
STORM DRAINAGE I F AZARD CONDIYIONS \
L_ EASEMENT (TYP.) 2 '
- 20' SANITARY SEWER I EPEp I \
i EASEMENT (TYP.)
2 I FPE=593.10 1 \
1 Q C.O.S. (TYP.) I 98 I BOWNED 0.17 AC Q
4 4 MAINTAINED BY HOA
1 Q Q Q ) FPE=593.80-
I 0.21 AC4
^ I
1 RETAINIW "E"
1 SAFETY RNLIES&EDQ
BY OTHERS) _I Q Q Q Q Q Q Q 4 _-__ / ,
� � � . � � � ' � � ' . � � � � � : � � �` ..� � . � � � \�■fir■�. �• •
�� .� .� � �� .� a �� .� � ��--��� •
97 I
I FPE=593.00
0.18 AC _
C.O.S. (TYP.)
(TO BE 9�lED &
-VANI T BY I(�&)__
-�_ N
)--20' GREENWAY ESMT. (TYP.)
10' GREENWAY (TYP.)
4t
-
-Arld-
Aw'
GRAPHIC SCALE
0 20 40 80
1 inch = 40 ft.
'J
McADAMS
The John R. McAdams Company, Inc.
3430 Toringdon Way
Suite 110
Charlotte, NC 28277
phone [phone]
fax [phone]
license number: C-0293, C-187
www.mcadamsco.com
CLIENT
MR. MIKE KISSEL
KOLTER LAND PARTNERS, LLC
701 SOUTH OLIVE AVENUE, SUITE 111
WEST PALM BEACH, FLORIDA 33401
IOLTER
LAND PARTNERS
Z
J
W
p
�U
2
W
J
W
Lu
LL
-
1
DC
Q
p
r-,
00
N
-
Q
Ina
VIIIIIIIIIIIIIZ
W
a
z
ML,L,I
J
J
VAWwc�
orJ
W
Vl
a
U<_
Q
=
w
>
z
O
�
w
o
z
�
z
J
LL
O
W
z
O
�N CARD '0'
r THE JOHN R. i
= n ' McADAMS
= :COMPANY, INC..-
T
C-0293
XX
,, ,o ' A' ;
E
36 89 =
R• VAN
REVISIONS
NO. DATE
1 06. 15. 2020 REVS PER 1ST REVIEW BY ALL AGENCIES
2 04. 20.2020 REVS PER 2ND REVIEW BY ALL AGENCIES
PLAN INFORMATION
PROJECT NO. KLP-19000
FILENAME KLP19000-S1
CHECKED BY MVD
DRAWN BY AJB
SCALE 1"=40'
DATE 01. 17. 2020
SHEET
SITE PLAN
SOUTH
C2.03

NORTH
EAST
WEST SOUTH
SHEET KEY
N.T.S.
SITE LEGEND
SIGNAGE
YARD LIGHTS
LIGHT POLE
POWER POLE
ACC
ACCESSIBLE PARKING STALL
VAN
VAN ACCESSIBLE PARKING STALL
XX
PARKING SPACE COUNT
ACCESSIBLE RAMPS
TYPE AQ TYPE © TYPE
ii�ii�ii�ii�il■
PHASE LINE
- -
PROPERTY LINE
- - -
RIGHT-OF-WAY LINE
- - - -
LOT LINE
- -
EASEMENT LINE
-
CENTERLINE
FEMA FLOODWAY
a Q Q 4 Q
FLOODZONE "AE"
FLOODZONE "X"
iw what's below.
Cal I before you dig.
CONTRACTOR SHALL NOTIFY "NC811" (811) OR (1-800-632-4949) AT
LEAST 3 FULL BUSINESS DAYS PRIOR TO BEGINNING CONSTRUCTION
OR EXCAVATION TO HAVE EXISTING UTILITIES LOCATED.
CONTRACTOR SHALL CONTACT ANY LOCAL UTILITIES THAT PROVIDE
THEIR OWN LOCATOR SERVICES INDEPENDENT OF "NC811".
REPORT ANY DISCREPANCIES TO THE ENGINEER IMMEDIATELY.
I
it-- -- -- --
II
d-�
LL
�•IV
G
I
I�
125
1=
I
0.19 C A
I
I
3
a
I
I�
6
S•
I II
I I
124
1,
0.19 AC
I'
I II
I 11
123
0.20 AC
II
15' STORM DRAINAGE
EASEMENT (TYP.)
It
- -- - - - - - -
N /F
ABBIE EILEEN MOORE PITT
DB 492 PG 430
061-38-072
I
PROPERTY
LINE (TYP.)
I
I
r_rLeA2m:zrl
I
�L
ml 120 I
0 1 \
30' M 0.21 AC
STEM WALL
d
N
Z
H
z
I=T=
W
LU °C
W U
� m
U
zlo
I
BC - BC
24'
EP-EP
MATCH LINE - SEE SHEET C2.01
I I I I I I
I I I II I I
Y ZI
Z F
wl I
o ¢
w I I I I
CD N I
- LLJ JI I
182
1 0.16 AC
\ 181 \
1� 180 1 0.16 AC
179 0.16 AC
z�S , 178 I
o� �I I I I I I 177 I 0.20 AC 0.16 AC I 1 I\ \ •" / 1
174 I 175 , 176 I 0 I I I \ ,
0.20 AC
0.21 AC 0.20 AC 0.20 AC I I I I
I I I STEM WALL (TYP.)
DWI
I -
L _
�UA
s • _ J \
� BENT �_�-p By LIC R�Wi
\ \
---------- - 1
i 24" VALLEY C&G PER
S47'02'33"E TITLDS STD 1.12A (TYP) -
146.00' 35'x35' SIGHT
TRIANGLE (TYP.) 163
1 \ \
0.16 AC 1
O \
1\.16AC \ 1
(A0
4' ► I ~ s . I I I I ` II II II s , \ 11 165 1 \ 1
0.16 AC \ \,
167 1 0.16 AC
I I
1 I 0.20 AC 1 1\ V \ 1 168 I
0.20 AC
I
0.21 AC
0.21 AC I 0.19 AC 0.20 AC I 0.20 AC
U
LU_ \
LU
I \
25' STORM DRAINAGE \ 1 '
- - I - -- _____------- EASEMENT (TYP.) \ \ (%i
LU
LU
_________ __
I I ---------- WN LIMIT -- W
L-------- 15' STORM DRAINAGE INDIAN TRAIL TO CHAPEL , z
EASEMENT (TYP.) OF WESLEY 1 J
IC.O.S. (TYP.)
STREET LIGHT (TO BE OWNED &
\ (TYP.) MAINTAINED BY HOA) I U
/
i
PCCE EASEMENT (TYP.) '
\ 20' TAPER PER NCDOT
2654.91' 4 \ CBU DETAIL (TYP.)
30" STANDARD C&G PER '
TITLDS STD 1.12A (TYP.)
\ ' / STORM WATER CONTROL
ON -STREET PARKING
1 119 I MEASURE "A"
1 \ FPE=598.00 / k' \ MAIL KIOSK , 0.30 AC II
\ 0.24 AC / / / / \ (TO BE OWNED &MAINTAINED BY HOA)0. I
B
1 FPE=597.40 /' 3SR / / _ _ 25'STORM
(TYPIj AGE--------_____
120' STORM DRAINAGE 0.21 AC �j \_EASEMENT;
(EASEMENT (TYP.) /
\ /
\ /
1 1.53' 1 12 1 �� 1
\ FPE=597.20 / / \ N37.32.11,W / FPE=595.90 \
\ 0.20 AC ' \ i / 0.27 AC
� 1
FPE=596.10 PCCE EASEMENT (TYP.)eZ­
'
/
�-------------
0.20 AC
0219AC I I / 4 44 Q 4
� � I 4
4 ZONE AE: FLOODPLAIN, 1% a 4 4 Q 4 Q 4
FPE=596.50 I FPE=596.20 \ 4 4 44 ANNUAL HAZARD CHANCE
FL OD , 4 Q 4 Q Q
Q
0.22 AC I I I 0.29 AC / Q 4 4 a v 4 v Q 4 4 a 4 Q Q Q 1
4 \ 4Q 20
20' STORM DRAINAGE I - ' \ /Q Q Q Q Q Q 4 Q=Q Q Q Q Q 4 Q Q Q Q Q 44 1
-EASEMENT YP.) i �-� a Q Q a Q a �Q l��I_ �Q Q_ a ^ Q a Q a Q ■
20 SANITARY SEWER Q�4Is�L1d 4 -� a� ^ ,1
EASEMENT (TYP.) 1 1 1 \---\ a� 4QQQ 4Q4QQ Qa(4Q4Q Q �4aQQQQ 4 QQQ4Qa QQQQa Q4 Qa 4 a,4aQ,aQQ�5 ��gQQI lQ/a/QS SQQQ�4 �Q4a QQ44
44Q-a44��aQ v 4Qs�Q Q4QQ�asQs QQQQ/a4NE "X"FAZ E44Q 4s V�
s"/a 4
444 N�TAV_IrG 4 QQQ444444QYP4 ' aQ4�QQ AS0SAfAAI SR4AAEN s 44 Q 4 ;_.
1444444�DoAPG 5 44444444444QQQQ//���ESNEQB49PQ44QQ414 4AFE �QQQQ
BY 4111
Q 4 4Q
44a44a� Q i
GRAPHIC SCALE
0 20 40 80
1 inch = 40 ft.
'J
McADAMS
The John R. McAdams Company, Inc.
3430 Toringdon Way
Suite 110
Charlotte, NC 28277
phone [phone]
fax [phone]
license number: C-0293, C-187
www.mcadamsco.com
CLIENT
MR. MIKE KISSEL
KOLTER LAND PARTNERS, LLC
701 SOUTH OLIVE AVENUE, SUITE 111
WEST PALM BEACH, FLORIDA 33401
KOLTER
LAND PARTNERS
z
J
W
p
�U
2
aw
J
-
Lu
W
LL
-
1
Q
O
II
00
N
-
Q
z
W
a
z
LU
J
J
LALLI
co
�
W
Vl
a
�
J
Cir-_
U
Q
=
w
>
z
Cr
O
w
o
z
�
z
J
Li
O
W
z
m
0
'• •••/ v
r THE JOHN R. i
= n ' McADAMS
= :COMPANY, INC.
T
C-0293
...•• o�
,o A'
CA
3 89
(VAN\
REVISIONS
NO. DATE
1 06. 15. 2020 REVS PER 1ST REVIEW BY ALL AGENCIES
2 04. 20.2020 REVS PER 2ND REVIEW BY ALL AGENCIES
PLAN INFORMATION
PROJECT NO
FILENAME
CHECKED BY
DRAWN BY
SCALE
DATE
SHEET
KLP-19000
KLP19000-S1
MVD
AJ B
1"=40'
01. 17. 2020
SITE PLAN
WEST
C2.04