20150739 Ver 1_More Info Received_20150728

Strickland, Bev
From: Deborah Shirley <dshirley @sandec.com>
Sent: Tuesday, July 28, 2015 9:18 AM
To: Strickland, Bev
Subject: RE: DWR 150739 - Corners at Brier Creek Ph 1
Thanks Bev! Do you know if they sent the Stormwater Analysis over to Jason? I only sent one hard copy of
that. It's a big file though, probably wouldn't go over email if you need it.
Deborah Edwards Shirley
Soil & Environmental Consultants, PA
919 - 846 -5900 (office)
919 -673 -8793 (mobile)
vvv w.Sand.EC,corn
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
THINK BEFORE YOU P INT
From: Strickland, Bev rmai Ito: bev.strickland(a)ncdenr.govl
Sent: Monday, July 27, 2015 5:41 PM
To: Deborah Shirley
Subject: DWR 150739 - Corners at Brier Creek Ph 1
Ms. Debbie,
Can you send me the large maps for the above project? I am on vacation and I want to get this to Jason to review.
Also, here is the link to the project.
http:// its .enr.state.nc.us /Weblink8 /0 /fo1/292889 /Rowl.asox
Thanks
Bev
Beve�dy Storliclll lllarm , Laseor licl me AdrrflrflstraU)r
NCDENR - Division of Water Resources
Physical: Suite 1219, 512 N Salisbury, NC
Mailing: Mail Service Center 1617, Raleigh, NC 27699 -1617
Phone# 919 - 707 -8789
Email Address: Bev.Strickland @ncdenr.gov
1

v
o°
a
U
0
0
0
a
L2
fV
Lo
0
o+
v
X
0
0
0
Z
0
m
v,
0
0
r
0
t
i
v
a
m
in
9
g
0
i
0
i
U
'o
X
\4
TW ALEXANDER
VICINITY MAP
NOT TO SCALE
I HEREBY CERTIFY THAT THE TOPOGRAPHIC SURVEY SHOWN
HEREON IS BASED ON AN ACTUAL FIELD SURVEY MADE UNDER
MY SUPERVISION AND ACCURATELY REPRESENTS THE PHYSICAL
FEATURES THEREON AT THE TIME OF THIS SURVEY .
ERIC M. MANTURUK, P.L.S. L -5019
DATE
GENERAL NOTES
1. SEE SHEET C -1 FOR GENERAL NOTES.
1 � _ Wit!
1 I PULTE HOME CORPORATION - _ ` ✓`25 �� \\ lc�j> 1.112 \
PIN 0769 -03 -21 -3915 - / L26 \� 9 y6° \
DB 6979 PG 551 !� — ! - - y' 455/ 6o J <28?
1 ` \ ( 192 PG 2� —_ w2^�
DURHAM CO. �- �� L20 L21-_ Z \ I I !f' /_l
ZONING: PDR 3.700 (DUR�►` - �p L17_ / \ - / / �2 - ' \ // 365 ti� // /% \
` 35 ///
,
EXTENT OF TOPO AREA
` 1 COUNTY (� - / / //� �i (SEE NOTE #4 ON SHEET C -1)
ftow CO. A3 g
WAKE C-
1 \ y`� — 1 345 V
S 76y /rl�\ \\\`! \�� \ 350 _ LA
o / /�/ i // / / %� 5 '3 / i _� s / , J I `� l I • �' /
1 g
m/ /
AIS FORESTRY/ & FARMING LLC 391.5
PIN 0769- - 01- 4951.DW
/
I IN 0769- 03- 31- 2
5 3
9.DW Y CARMIN VINCENT CARU NE
DB 6593 PG 256 rn 711 v / / - -
__ / 0) DURAM CO.) DB 7387 PG 66 I\ \ \ - _ � loo
III I i // / �/ \\ / / � 1I PB 90, PG 56 ZONING: R-14 (WAKE CO)
ZONING: R DURHAM CO DURHAM CO.
— 380 \ ZONING: RD (DURHAM CO) \ \
\
\
\
\
\
88'57 23 E 665.49' // 71
1 EXTENT OF TOPO AREA
1 (SEE NOTE #4 ON SHEET C -1)
4I
/ ,%1 / / I I / / / / / / �
w 1 / / �T / \ 1 /i / ^h� // / I / / // / // / / /// — \ \ \w111 \� \L/ / / �•_
Z N in / j /// \ // / off // %r �ry
��1� o ��/ if /v�� I I 1 I I I I I II I I / / / / / // / /� / �/ / / / \ \ \ \V AV \Ir /, // / / / / /� /- A� —� /
v Qw1w _ cou
\ _ _ / °j %// /� - j I , 50' NEUSE RIPARIAN BUFFER I / J ( l l / l l l ( ( l \ \ \ -/ l / / NTT' \ /
\
V) U) 3 / /// �/ / / / I I l / l \ (� \\ \� —�/ II 1 / OURHelmC1NE
(MEASURED FROM TOP OF BACK) 1 �, / / / M / / \ \ ` \ \ \ \ I / CO. /
\ 1 Lo / �/ % /, / / / /SEE GENERAL NOTE #10 SHEET C-1` RA E & JULIAN C GEORGE WAKE /
NDB PIN 0769 -31 -1202 co s ��/ , l / / // //I I \\\ \\I J/ , 12018,PC1316
ZONE l \\� �'�� / / r /i // / / / / // / I I I \ \\ \ \ \ \ 1 \ \ �\ \ \ 1 \ o \-- �_ —�I/ BM Zoos, Pc 1o8s
/ ��( /� // / ( / / / / / / w \ \ \ \ \ \ \ \ \ \ \ I \ / a °— / / c� / (WAKE CO.) / �
/ // ^�io // / J / I /j I 1 \ \ \ \\ \\\ \ \ 1 1 \ 1 1 \ / - - - - �. Z0� RD (DURHAM CO) �/ ��A ` �
v \ / ZON / � ,�hjo/ // a / I � / I � / // / I o \ \ \ \ \ \ \ \ 1 \ / / � /
\ \ EXTENT OF TOPO AREA AE /��/ ,` M /, /r� 1 / I I l I 1 ` / (/ �� l I \ \ \ \ \ \ \ \ \ \ \ \� \ \ \\ \ \ \ \ \ ° \ \ \ \ l / - / / o L g
\ (SEE NOTE #4 ON SHEET C -1) �-��/ EXISTING I I I \ \ \\ \ \\ \ \ �\ \ \\ \ \ \ \ \ \ 1 \ \ I 1 I 1 1 1 / / / VIA
FLOODWAY LINE` \ \ \ \ \ \ \\ \ \ \s \ \ a° \ \ \\ 1 I I 1 I I I I 1 I / - _ / �l5or-
CREEKWOOD \
6 /
\ \ \ \ HIGHWAY 70 ALEXANDER LLC
I \ \\ PIN 0769- 03- 21- 3190.SPL (DURHAM CO.)`
\ ° \ , /C / \ / //� / / 1 ( I \ \\ \ \ \ \ ��o\ \ \ 0769 -03 -21 -3367 (WAKE CO)
\ °G \ / / / / /��/ %/ / �/ / J l l I I \ \� ��-� \ 1 1 \ \ �/ �� DB 12756 PG 1800 (WAKE CO.) \ \\ \ \ \ \\ \ \ \ 1 1 1 J / / f o3 I'
\ \ / ,/ / I \ BM 2006 PG 4086 WAKE CO.
J ) ) / / / / / // / / / / / / DB 5748, PG 986 (DURHAM Co.) _7
PB 193, PG 165 (DURHAM CO.)
ZONING: PDR 12.000 (DURHAM CO)
100' CP &L EASEMENT AREA: 1,612,198 SQ. FT.
1 o P / ` 1 I / / / 1 / cn I 1 I I I % I I I
DB 3143, PG 407 \ \ ° \ / / ) w _ / / / / / / / // /// / 37.01 AC. ) / / / I I \ _ /
DB 3143, PG 411 1 \ / °o / \ �-N EXISTING 17 SFHA� // / /j /j / / /l // 1 I I I \ I I \ I
DB 3143, PG 415 1 7� / / ONE \� \ / FLOODPLAIN LINE
\ �SG \ 11 / AE 1 7 "
\I / f f— J / / / / // / /// / / / J / / / /� r / / / \ \ \ \ \ \ \�_ —�,: 3 I
CP
OR
/ Ji j // /1 l / / / I / \ \ \ \ t
L0 0
°o ��\ \ // I� //, /// / /� �/ I l� 1 / / I I I / / 111 I I \ \\ \ \ \ \ \�\ \ \ \ —_/3 m
'_
o rL
/100' CP &L EASEMENT 1 I \ \ \ \ \ \ \ \\ \ \ \ s9s \ \ \ o , /
DB 3184, PG 275 1 1 \ \ \ \ \ \ \ \ \ \ \ \ \ - J p
1 \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \\ \ \ \ _ ELDS LONLESS E HEIRS I /
DB 3258, PG 577 PIN 0769-30-2518 /
\� DB 3365 PG 413 1 \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ / - - DB 516 PG 0 -E- /
N.
S� \ \ \ s9 \ \ \ 400 �ONING: R -4 (WAKE CO)
\�� \ \\ \ �\ \\\\ \\ \\ \ \� �\ \ \ \ \\\
\ _ ` \ \ \ \ \ \ \ \ \ \ \ \ \ _ \ \ / CLAYTON, JERRY P & MARION R
�\ ° \ \\ \ \\ \ �\ \ \ \ EXISTING 30' SANITARY SEWER \ \\ \ J. 0 PIN 0769 -30 -5687
I 0, \ AND ACCESS EASEMENT \ - _ I DB 2056 PG 57
" \ \\ \ \ \ \ \ \ \ \� \ \ 1 \ \ \\ \ (DB 14775 PG 388) �� \ \ \\ \ \ \ \ 3 s - \ �(
s \ \ \ , FIELDS, LONLESS E HEIRS �n►u,in. o (WAKE CO)
° / \ 1 \ _ \ s \ \ \ \ EXTENT OF TOPO AREA
stj. 1 I PUMP \ o f \ \ —
�` si ` 1 V / I STATION \ o / / / i / \ I \ \ \ \ \ s \ \ PIN 0769 -30 -2518
S� I I \ I \ ° _ _� / J _ J - \ \ �\ \ \\ ti \ \ \ \ 1 \ \ \ \ \ \ _ \ ° I L �D 6 0 I (SEE NOTE #4 ON SHEET C -1)
�ING -R WA1� C 7� CLAYTON, WALLAL B &
- / -% 1\ PIN 0769-3 -97:
375- `-' _ - _ - - J' a \ \ /I \ -5� DB 2216 PiF
380 — — � \ 9° I .39
I _ l / / / \ -.S 8W01'29" E 765.70'
7j, " W \ L - —L = ? 375 = 3'8 �' ' — = `.385 L �390� 5'30'57 \ v-- 370= - - o �� � -
I % N 88'58 05° E 530.01 - _ / \ L31 d L32 J
11 I 132.61' N 89'30'57" W 250.19' S 89'15'03" W 249.82' S 89'12'32" W 249.75' N 89'15'55" E -
99.89'
I I SEETHA BAAAYAM \ \ o& \ �/ / / /// —385 -- �_ —/ / � _ /5 � - -- > / / / / l / / —� \ \ I ) f (� �\ i�
I I PIN 0769 -10 6298 \ o \ / - / ,3 -
11 t I ° / / / \� // / // / � / / / \ w l I °III\ \ / /� / /j
I I DB 12596 P 2277 \ \ / / / - - - , - - - _ / /_ \ / / \ m / \ /so, �� / /^�/
ZONING: C (D) 1 0 LLC/,'-.-
I I / \ l f / / / - , �/ / /i 1 \ l l / l / - \ CREEKWOOD HIGHWAY 70 ALEXANDER
(DURHA CO) / I \ \ °o \ �\ I I it / / / CREEKWOOD HIGHWAY 70 ALEXANDER LLC / / / " I I / / / / / / / - \ \ PIN 0769 -30 -4043, 0768 -39 -4288
/ \ / /� / / /o/ / / /
1 I ZONING: /R -4 ` \ PIN 0769 -20 -7128 / % / / / / & 0768 -39 -6587
/ I (WAKE/ CO) �� \ I °o ` \ \ i / \ / / / / / / / / l / ' ) I DB 11619 PG 2130 / / In\ , 3e
� \ \\ \ \ \ ` \^ / / / DB 11619 PG 2130 / / / oo / // / / / �o°� /
SEVENTY VEST LLC \SEVENTY WEST LLC \ \ \ \ \ / �/ // / BM 2008, PG 1076 / // ///, A // / / / / / I / DB 13123, PG 902 50' NEUSE RIPARIAN BUFFER
_ \ / `' 1 I BM 2008 PG 1076 (MEASURED FROM TOP OF BACK
I `\ \ \ / / / (WAKE CO.) C0 // // // / �,� / iv" / / I 1 , )
PIN 0768- 07 PIN 0768 -29 -2671 \ \ \ ` J /
I \ 3 \ l/ '/ / i� ZONING CG (D) (DURHAM CO) / / / // / °0 i / / I (WAKE CO.) SEE GENERAL NOTE #10 SHEET C -1 / / I J►/ / / / �j� I I I I I I
Dom. 11744 PG 1590 DB 11744 PG 1587 \ es / / / /
ABM 1988 PG 1466 BM 1988 PG 1466 \ \ /� �/� j / / / / // / / // / �/ / ZONING: CG (D) (DURHAM CO) , , \ I I / %// I I I I I I I 3
/ I I / I ZONING: CG (D) I ZONING: CG (D) °L \� \ / i'� �/ / . AREA: 432,276 SQ. FT. / // / / / / / / \ I I \\ I / // I I�/ III I I I�
I / (DURHAM CO) DURHAM CO) °G \\ / '/ / / 9'92 AC' / / / / w 1 \ AREA: 757,445 SQ. FT.
( // ' \ 17.39 AC.
\ 0���� / / I \ 1 ° }\ \1\ \I1
\
9 \ \ \ \ \ \� � \cam � � � \ � \ o I II w\ \ 1 1 0
( ► ( \ \\—/ / / / / / / / / /II j JI /// l / I ,n I \ \ \ \ \ s� \\ \ \ \ \ \\ \\ \`mss \,0 / / ) ) } \ \ \\ \11111
Co"
\ \
/l
1 I / MATCHLINE ; i �3�0
7
\ SHEET C -2 i
`� 0I
l \ \
/ SHEET C-3
LEGEND
O
EXISTING IRON PIPE
10
NCGS GRID MONUMENT
■
EXISTING CONCRETE MONUMENT
A
CALCULATED POINT
Q
SANITARY SEWER MANHOLE
wv
WATER VALVE
yv�
FIRE HYDRANT
FIBER OPTIC VAULT
®
FIBER OPTIC MARKER
-v__
SIGN
Wil
CURB INLET
®
FLARED END SECTION
EO
ELECTRIC METER /BOX
LIGHT POLE
� POWER POLE
GUY POLE
OU OVERHEAD UTILITY LINES
SD STORM DRAIN LINE
X X- FENCE LINE
SFHA SPECIAL FLOOD HAZARD AREA
\ l
ri
0
'J8
0
Co
Cl
G�
Z
xz
in ' 1
Co
N ti
a
a
Q
V
C A R0�'''•
SEAL o c
S L -5019
SUR
z z
z
0 0
U ()
a a
z z
0 0
sm
W
w cr
M ul Lo
Q N
� o
o 0
a as
O
lCJ
O �
W
O
A�wE­4
►-4
pq
W
A
w � d�
�O
x
wm
U
a Z
0
E
0
PROJECT N0. TON -14000
b FILENAME: TON 14000 —C -1
DESIGNED BY: EMM
m
GRAPHIC SCALE
100 0 50 100 200
1 inch = 100 ft.
PRELIMINARY DRAWING - NOT RELEASED FOR CONSTRUCTION o/
DRAWN BY: EMM
SCALE: 1"=200'
DATE` 02 -24 -2015
SHEET NO. C-2
'J MCADAMS
■

v
rr
o:
U
0
E
0
a.
M
fV
Lo
0
X
0
0
0
v
z
0
m
o,
0
0
c
t
v
a
m
in
v
9
0
g
i
0
i
z
0
i
U
'o
X
&N
\,��� ji 1/' /II 11I / / / " /_1 I / 1 nl \ \ 9s \ `\ \ �\ \\\`� \m/ \11WV
\ \s / / / / d •3 r \\ ( 1
\ \ \ \ \ \ \ \ \\ \ \\ \\ ��` \ \ \ i PULTE HOME CORPORATION
o o �\ \�1 I\ 1 I 1 I I PIN 0769 -30 -9289
> I I h }I
o °z' f \� �° 7 \ \ \\ \ \ \ \ \ \� \ \��/ /// "'/ n °) 1 \ \ DB 15250 PG 825
MATCHLINE \ \ \ \ \ \\ \\ \\ \\ 111 I� I '
1M \ BM 2014 PG 7
SHEET C -2 L 1! T ii f�'�� "/W 'r/� \\ ����1 l �����\��� \�y����yy \�E* �� S�i� T W ��RIIIQG'"PDR8.�7(i��
=mmmmmmmmm SHEET C -3 - �\� / / / // / / �/ \ h l l \ \ \ \ \` \ ` ` \ \\ \\ \ \ J // /� I I (DURHAM CO)
I ' / / - l� / / / / / / ° �f / / � /�/ � / / / % ` ��/ � / `/ ' //// � � / /// / / / / / / ��, ° // / / / / / / / / / / / / l � / l / / / / / / / / / / / / / / / / / / / / / / / / / / l / l / / l , / i l \ \ I I \ \/ \ �I i / / - / - ✓ / \ \ - \ \\\ \ \ V \ \ A \ A \ �\ \\ \ V \ \ \ A \ \ \ \ \ \ \ 1 \ \ \ I � \ ° I \ \ �I I � Ic\rsI \ �\ , � \ \ \ 1 \ 1\ I \ \ \ \\ Io \ � \ \ \ 1 \ \ \ \ \ \ VA \\ \\ \ \ A�\ \ �"o ' ° 3 / \ / \</ \ i \ � (/ / ,
t . 1 I /I (� o !' 1 U°o 85.41'03" M
EXTENT OF TOPO AREA
(SEE NOTE #4 ON SHEET C -1) �s
SEETHA BASITYAM �
\ `\
\
\ w %
-
l PIN 0769 -10 -6298 \ // /� %/ //\ o / / / / \ / \/ / / / / / / / / ( I I I �- _ 4 °° / \ \ \ \ / \ \ i I I I III I I 1 1 111 11` i� ,ri
DB 12596 PG 2277 �` °' \ \\ I 1 1 \
1 ZONING: CG (D)
(DURHAM CO)
z�o. ZONING: c: R -4 I I �cV/ / � A \
(WAKE CO)
� \ � I I I I I II III II II I1I1 I 1 I1 � II 1 I 1 II ` II iI l I II I !I I
I
EXTENT OF TOPO AREA
I\
/ (SEE NOTE #4 ON SHEET C41)
w) / N 85'50'02 E-
96.03'
/ ,
Pi \� \ \ \ \� \ \ / / 1 11111 .I111M1111�111' 11111/ //r / \
_w \- -��° II IMllfl 111I
J�IIIII1111�1 / /
ZII, I'I III MII J 1 II I/I �,
\ I
II III /1 I 1
- N.- \ I I ( I li I I Illlll I' 1111 li �11 C�
-°G T; \- -_ _3as. o
-;;z
ll �\ \ + �„�
\ I - N 89 5310 E 232.24
SLF RUBY JOLS LLC
�xl L RYAN C d
\`L
SEVENTY VEST LLC SEVENTY WEST LLC ) I N 11 J �� r- J - - i °� / PIN 0768 -39 -8793
1 PIN 0768 -29 -0724 I PIN 0768 -29 -2671 \ I III r1� = =_ =3so =- -Sao ) \ °G / / /\ ` / / / / ' / \ \ / / �� 1 I I I I I 1 I I I j +III ! I 1 I I I I o I I / I l I 1 DB 13123 PG 898
\ I // - +IIIII r ---- __ - -_� BM 2013, PG 1286
DB 11744 PG 1590 DB 11744 PG 1587 /� /� �J III II \ \ _ I \ \\' 7�0 / /� \ / / \ J / // / / / IIII IIII 111 11\ 1\ �\ l 11 I ` I l ZONING: CUD TD \
BM 1988 PG 1466 BM 1988 PG 1466 / 3ej j / �� J VIII \ 1 \ - / / /\ / o / / / / \ / I I Iw I I ` \ °. \r^ 1I I WAKE CO
\ ZONING: CG (D) I ZONING: CG (D) \ \\ \ \ \ c U, I III I I ( )
DURHAM ��'/ - / / \\\ \ I / / / / ��� / / ^ / / M °° l I J I I w \ \\1\ & I
( CO) ) (DURHAM CO) /j / / / / // \ \ =3 I / �° / \ \ 9 \ - - - / l / / 1Olt,
'i \ \ ~� 80- /// / l / J11°° }1 \y11111� II +
1 I l l l 1 o
l lll�rl I
/ °�
�� / / / \ \ IJ lI�l Ill'f I'�I
\ I I I1 �' �y \ (IIII ll lMl I ll 1,- l oI
IIM / �\\ \\ A \ / // / / J!l II i
\ I - _ 1\ \ \ \ 061\ 1 1 Iit l l l 1 1
I
1
,�
mod/ ,�, � -385- \o �
-_ \ G
(��` 100' CP &L EASEMENT \ \�
��\ CREEKWOOD HIGHWAY 70 ` DB 3134, PG 226 \ \\ \\ \
1 � I°11 ^✓ ��/ r /� \��/ `37 >I `\ \ f / ) _DB 3365 PG 413 i °6 \ / i"5i
\J PINA0768 -29R 8421 & i / _DB 3180 PG 102 �� \ \ �\
_ 01 k1 °G
0768 -39 -2255 I
DB 11619 PG 2130 \ 11` 390
�� /�� / /r -- -, \ \ / / -� /
DB 13123, PG 902 / / - \ \ \ 1 \\ oG /p / / / / /5 S 29'11 56 W
M I �� - - - I 1 I / / / / // BM 2008. PG 1391 �-� \ / / -1 \ \ 11 I\ \ \ \ \ /� f 1 `iAR -. 1 99TT� D #AfNicG: /
J ��F \ i I I i �� °J /��I�L I / �h / J 1 - - \ \JI1 �\ ` \ \ °o N �< �aSEME T" / 94.29
(WAKE CO.) / \�3,5 J` �� - / \\ I \ \ + ` �4�2�0 / /�/
OK / l i I (I / / ZONING: CG (D) (DURHAM CO) l \ �� lam'
°
`� I N\\
\ AREA: 649,320 SQ. FT. I ( // �� °� /1 I / / / / -- = - \� +Z \\ \\
/ 11 /�1, �� __c / / / ) w' \\ l !
(/ ��l I 14.91 AC. l �IJ Irf�/ 11 ��6I�J�� / / / r
I I 1 l 1 1 1 \ i f I / / %�(I ( 11111 J� // / / / / / / \ I I *! , � \! J \� \ \ \L35
I I � \\ � � J I ,e• �� /�
�� I� I h� Ill 1 o���� �-i 1� f �� e! I ° III i / I l I /\ �� I `✓,� l `l �l / / / , 1 m� 1 „ ,yc S
\ \
" ° /
s 8o•4s 1 s w / \ Nq o _ � � � , , S go•4s (I I �- % o /
184.10 /� \
�/� 0 221.07
\ \\ o -
\ ,A,lj
X34 /
NCGS MONUMENT "YELLOW"
� II I r J� I \ � / / .�\ 7`�� \�� `__�
N: 790387.75' \ d 1 1 \\ J �� �// \ 1� / / \/ /"> >�I I I I I I I - 0 370"
I �1\ 1 111\ 1 1 1r ��/ I I \ \mss \ 2Tl' D�AINA l Illy �/\�\/ ,l i (�� \ \ ��= eo =-1 /
E: 2060807.92' I I 1 1\ `II �1 Fri 1 / \ s \ (�M'�� �\ � % f �� ��� \ \ \\ \ 1 3 - /
NC GRID, NAD 83 I I \ / J J
� f1 \ \1
sp` I \ \\ �I I 1 \\ / \ \ ` / / / o \\ �r� < \s `11 i �2= - - XANDER w
/ \\ 1 \ 11 / I \ \ \\ /`�/ J� \ \3�_0�s5 -� II I( // r -- - LEpTH JUBLIC R/ - -- - -- --
�� / IA r-
- �►�..F� w B
A.�'
y
\� r I
/ S \
H \11 11�\ 111 I 1 / �js. s \ 370
\ -' •�s. , , 6 \ \ 11 1 \ � � ` I � -ii - �
.
'05'49" W', \ N 41/������
o ,9,>. 72.55' .?5 \
L
`
II I
I
I
I
L
i
/1,00,
TBM:
RAIL ROAD SPIKE W/
CAP #601
N: 788,919.64'
E: 2,062,561.16'
ELE V: 359.20'
S z
\ - 4 S2. ��
- L40-, /
EXTENT OF TOPO AREA-`
(SEE NOTE #4 ON SHEET C -1)
°& \
_ .
SLF RUBY JONES LLC
1'4._-*' // / / - - THOMAS REUTERS \ \ aG \
PIN 0768 -38 -3874
CREEKWOOD HIGHWAY 70 _ / / DB 13123 PG 898 \
ALEXANDER LLC - M ; j�/ / 1 USE: VACANT \ \ \ \
- t
PIN 0768 -38 -0713 _ _ / /� ZONING: CUD TD \
DB 11619 PG 2130 i A) (WAKE CO) \ \ \
BM 2008, PG 1076 f 0 RALEIGH FLU: 0 &R MU
20' DRAINAGE EASEMENT \ \ BM 2008, PG 1391 ,� _
(BM 2008, PG 1391) \ (WAKE CO.) EXTENT OF TOPO AREA
ZONING: CG (D) _ -� i� (SEE NOTE #4 ON SHEET C -1) l \ \ \ \
(DURHAM CO)
AREA: 187,298 SQ. FT.
� 9 I \I�\ 4.30 AC.3
°8' 11 ICI 1 / I/ / � \ \ \'
I/ EXISTING 'o�j( �;= _�
WETLANDS \ // j - - o /�s�� RALEIGH FLOOD \
SEE GENERAL/� // _ 35o u� _ rat ; STUDY # 348 �-
I NOTE #9 ON-,/
SHEET C -1
2S "� �� \\
! I�(I l �� � 50' NEUSE RIPARIAN BUFFER �/ \
, 8�j l / o A \ (MEASURED FROM TOP OF BACK)
\� \\ SEE GENERAL NOTE #10 SHEET C-1
N 88'39'21" E \
AWAV%ft AL,
\ �� c0 - S� �! / �//
jk
34s�� -�� 340 5 �� J
�N,
360 -� Ste, /
IV
h l L37
EXISTING WETLANDS
SEE GENERAL NOTE _
ON SHEET C -1
1
GENERAL NOTES
LEGEND
OO
EXISTING IRON PIPE
CURVE
TABLE
LINE
EXISTING CONCRETE MONUMENT
CURVE
RADIUS
ARC LENGTH
CHORD BEARING
S
CHORD LENGTH
C1
1160.00'
95.83'
S 78 °24'14"
W
95.80'
C2
1160.00'
145.97'
S 72'25'56"
W
145.88'
C3
1040.00'
46.86'
N 70'10'04"
E
46.86'
C4
1026.39'
47.93'
N 80 °01'33"
E
47.92'
LEGEND
OO
EXISTING IRON PIPE
LINE TABLE
NCGS GRID MONUMENT
LINE
EXISTING CONCRETE MONUMENT
BEARING
CALCULATED POINT
DISTANCE
L1
S
19 °16'51"
W
70.24'
L2
N
19 °16'43"
E
96.83'
L3
N
08 °27'35"
W
29.19'
L4
N
52 °44'41"
E
41.42'
L5
N
61'21'23"
E
61.00'
L6
S
78 °43'42"
E
42.99'
L7
N
72 °53'38"
E
65.68'
L8
S
43'16'52"
E
23.37'
L9
S
82 °50'56"
E
31.72'
L10
N
76'39'56"
E
63.58'
L11
N
34'05'57"
E
18.69'
L12
N
7938'58"
E
26.45'
L13
N
33 °56'40"
E
10.95'
L14
N
5219'17"
E
24.27'
L15
N
27'35'00"
E
31.94'
L16
N
56 °15'04"
E
36.62'
L17
S
8236'44"
E
43.88'
L18
N
19'54'47"
E
16.60'
L19
N
68'13'35"
E
45.99'
L20
S
87 °57'36"
E
73.45'
L21
S
8119'20"
E
45.41'
L22
N
64 °1504"
E
65.43'
L23
N
53 °25'36"
E
37.22'
L24
N
84.46'50"
E
36.23'
L25
N
73'39'24"
E
39.60'
L26
N
80 °28'50"
E
58.61'
L27
S
38 °47'40"
E
44.24'
L28
S
66 °21'56"
E
25.06'
L29
N
67'18'28"
E
54.61'
L30
S
80 °14'57"
E
21.79'
L31
N
88 °42'15"
E
30.44'
L32
N
88 °42'15"
E
69.15'
L33
S
08 °19'07"
W
51.35'
L34
S
83 °52'13"
W
12.15'
L35
S
80'46'15"
W
43.59'
L36
S
09'13'45"
E
12.00'
L37
N
49 °53'05"
W
55.92'
L38
S
33 °45'47"
E
184.67'
L39
N
42'00'54"
W
20.50'
L40
N
10 °13'17"
E
35.79'
L41
N
79'42'45"
E
47.69'
L42
N
66 °21'19"
E
22.41'
LEGEND
OO
EXISTING IRON PIPE
10
NCGS GRID MONUMENT
■
EXISTING CONCRETE MONUMENT
A
CALCULATED POINT
SQ
SANITARY SEWER MANHOLE
wv
WATER VALVE
FIRE HYDRANT
FIBER OPTIC VAULT
®
FIBER OPTIC MARKER
-o-
SIGN
Wi
CURB INLET
®
FLARED END SECTION
❑E
ELECTRIC METER /BOX
LIGHT POLE
`'O POWER POLE
-4 GUY POLE
OU OVERHEAD UTILITY LINES
SD STORM DRAIN LINE
-X X- FENCE LINE
SFHA SPECIAL FLOOD HAZARD AREA
I HEREBY CERTIFY THAT THE TOPOGRAPHIC SURVEY SHOWN
HEREON IS BASED ON AN ACTUAL FIELD SURVEY MADE UNDER
MY SUPERVISION AND ACCURATELY REPRESENTS THE PHYSICAL
FEATURES THEREON AT THE TIME OF THIS SURVEY .
ERIC M. MANTURUK, P.L.S. L -5019
DATE
b
q
GRAPHIC SCALE
100 0 50 100 200
1 inch = 100 ft.
PRELIMINARY DRAWING - NOT RELEASED FOR CONSTRUCTION o/
Co
�
itC4 �+
,Q
�
M
A
Z
08 10
N � ti
a
a
a
Q
V
♦��N C ARo' *,
C � s.
SEAL o
L -5019 S
•� i .� SUR •'J •�
F-
z
L61 L61
0 0
U ()
a a
W
0 0
S 03
W
w cr
M L Lo
Q � N
ro
a as
z
O
x
w
U
a
w
�a
oa
0
U
O
LCJ
w
O
N�y A
N-1
M
a
w
a
z
r_
s
r
1�
s
r
�d,
J
z
0
0
U
z
�n
PROJECT NO. TON -1400
FILENAME: TON 14000 -C -1
DESIGNED BY: EMM
DRAWN BY: EMM
SCALE: 1"=200'
DATE` 02 -24 -2015
SHEET NO. C-3
IMUMCADAMS

J
V
O
Q'
3
U
0
E
0
a
00
M
to
M
cV
0
d
d
3:
'9
N
Q
O
O
00
d
O
m
o+
c
.3
v
0
.r
c
d
v
a
m
i
r
c
J
/
0
O
d
i
z
O
z
O
m
U
0
i
X
ab `
�C
1
i\
o D�
`o N \
1
0
0
0
0
O°
PULTE HOME TREE PRESERVATION
i CORPORATION AREA \\
PIN c _ - I
` 0769 -03 -21 -3915 \ \
► _ \ DB 6979 PG 551
PB 192 PG 209
(DURHAM CO.)
�`.` 1 '✓ I 1 1 1\ ' PROJECT
a, I N% `� BOUNDARY
AIS FORESTRY & 1 -- ♦ ✓ \ \ r I I / /
FARMING LLC CHERY CARMIN
i ` IF
PIN i � VINCENT CARUNE
0769- 03- 01- 4951.DW + 1 �� I PIN:
08 6563 PG 256 1 i l' �!� pU 0769- 03- 31- 2539.DW \ AyY
�I DB 7387, PG 66
- - % WAKF COO - 50' NEUSE RIPARIAN
TOP BUFFER
K \� - -
(DURHAM CO.) C0.) 1 , CO PB 90, PG 56 \
I ( ) (DURHAM CO.) \� \ \ 60'
32' MASS \ \ -
� GRADING BUFFE9 ;� I
200' WIDE GREENWAY � SANDRA E & \
TRAIL EASEMENT �JUUAN C GEORGE, i
PIN
0769 -03 -31 -12531 I I
I
- `� �`� DB 12018, PG 13161
M 2006, PG 1086 ► I I
EXISTING 1% SFHA y I - I
A �`� �`� I i/ ti' / ✓ //' WAKE CO.)
FLOODPLAIN LINE
CREEKWOOD HIGHWAY 70 ALEXANDER LLC /
CREEKWOOD HIGHWAY 70 ALEXANDER LLC \`� �`� { / I PIN 0769 -03 -21 -3190
p . / 1 DB 5748 PG 986 i I ' O
PIN 0769 -03 -11 -1074 �� '� • \
/I ,p / BM 0193, PG 165
DB 13242 PG 824 `� �' 6 /
\\ \\ BM 1996, PG 508 `�� `�\\ / If '" AREA 36.89 AC. ` +'; I I - - - I ►
COLART LOAD
50' MASS
GRADING BUFFER (W PUBLIC 4/W)
50' NEUSE RIPARIAN BUFFER I I \ I I
(MEASURED FROM TOP OF BANK) ■ C • I \ I
PROJECT FjIELDS, LONLESS \ I I I I
HEIRS I
BOUNDARY I PIN I \
30' SANITARY SEWER 1 0769 -30 -25181 \ I
AND ACCESS EASEMENT p B 516 PG O -E
\`� `\ a `� // 1 •� ■pl� �, �'` DB 14775, PG 388 30' SANITARY SEWER
EXISTING FLOOOPLAIN LINE AND ACCESS EASEMENT
\ \ o DB 14775, PG 388 ■ i CLAYTON, JERRY P & I
CITY OF DURHAM REGIONAL 1 � -`' I I
%% ' / ! `� PUMP STATION i J MARION R
PIN 0769 -03 -30 -5862 I - --
\`\ `�` a\` ��\ `` �/ \ ` / ✓ / �y \ `�\\ I� i I FIELDS, LONLESS I DB 02056 PG 57 _ I I
E HEIRS I PROJECT CLAYTON, WALLACE B
PIN
_ \ � � q 1 I BOUNDARY & CLARA A I I
L - - - - 0769 -30 -2518 I PIN 0769 -30 -9734
�� `\ ``\ �`\ \`\ `♦ /� / 1 1� - �`- - - - - - - - PHASE aL — - -_ - - - - - - - - \.,z DB 516 PG 0 -E
`,w �- DB 12216 PG 38,' L - - - - - -
TREE PRESERVATION PHASE Z N
a�AREA
y 1 50' NEUSE RIPARIAN BUFFER
CREEKWOOD HIGHWAY 70 ALEXANDER LLC
PIN 0769 -01 -20 -7129 I CREEKWOOD HIGHWAY 70 ALEXANDER LLC
/ ! I PIN 0769 -01 -30 -4043 I (MEASURED FROM TOP OF BANK)
��� I \ DB 11619 PG 2130
BM 2008, PG 1076 DB 11619 PG 2130 y p
RUBY R RICH FAMILY LP i ! i I `,
p \ ` \`\ `. PIN 0769 -10 -2450 / \\ ; ' % 30' CITY. OF DURHAM I T I AREA: 432,276 SQ. FT. 1 DB 13123, PG 902 A.
DB 8493 PG 2706 PUBLIC SEWER III `\ I 9.92 AC. BM 2008, PG 1076 , p
\ / G I I AREA: 757,445 SO. FT.
J \ `\ BM 1941 PG 117 \ EASEMENT II o '
o° ` `� // ! I `�\ ` 100' CP &L EASEMENT 1 17.39 AC. CO MQO I
�� 1 \ DB 3134, PG 226 I oM, �• PULTE HOME CORPORATION
(�. \�� `� SEVENTY VEST LLC I I DB 3365, PG 413 s �� i I PIN 0769 -30 -9289
°° �`� / `- \ i I PIN I 1 \ I� I p o� N ,
v I I DB 3180, PG 102 I 2 �o �` DB 15250, PG 825
d .aa \\ \� \� / i i 1 0768 -01 -29 -0947 I I
DB 11744 PG 159 I FUTURE BM 2014, PG 7
\ / �� ` \� `�� \\ \� ' / / ► J I I I SEVENTY
PB 1988 PG 1463 WEST LLC I ` \ ` \ 1 JJQ O
�; •. ; \. / I III PIN I CONNECTOR Q - - - ---
1110768 -01 -29 -2886
DB 11744 PG 15871 . ROAD A » I '
\%% ' i I I PB 1988 PG 1461 �\ ( / » ) I DRIVEWAY STUB 1 i 1 AREA PRESERVATION ' I
0 ` / CONSTRUCTED II I CITY R W
c' WETLAND III DRIVEWAY STUB I \`•` P LOOP ROAD i dC I i %
1 (VARIABLE WIDTH NCDOT R /W) N PROJECT ,
111 BOUNDARY I
\ SEETHA BASITYAM
O
`� `\ `� `\ ` PIN 0769 -10 -6298 ` - - / \� ► �� i i
`. `\ `a `\ \ `� DB 12596 PG 2277 / ~ - - FULL MOVEMENT Y I� i i 32' MASS I
,\ ``\, `\�`�` `\\ 20' PRIVATE �l •� \ ~� -- 2 DRIVE I' , 1 GRADING BUFFER 1
STORM DRAINAGE' ♦ , i �/ %� �( 20' PRIVATE
O p �`€ASEMENT SWMF % ��r < / \ �s �\� 0 STORM DRAINAGE I \ 1
y;p 1
�.\��� ,� ` EASEMENT r�-
O J RI /RO \ \ `a \ 30' PUBLIC
SCM ACCESS AN ` `\ `� \` ' DRIVE JJJ""" \ : SEWER EASEMENT ' i K SLF RUBY JONES LLC \
MAINTENANCE �.�� \° ` - - -` I // �• � I/ RBTAII. �\ `\ ! PIN 0768-39-8/93
O EASEMENT �/ O -49.800 SF Y a DRIVEWAY STUB
\ (FUTURE) i ; DB 13123 PG 898 . \
\`\ \ i 1 BM 2013, PG 1286
/ / / RETAIL j �: -�
�`v 1 I t 64,229 SF / �`�� i A 1 EXISTING
\ - VAR. WIDTH /
., , DRAINAGE EASEMENT
` ` ` `
30'1 PUBLIC �I ., \ � � ► \ I FLOODPLAIN LINE
RI /RO W/ LEFT OVER — 1_ °�- ' `' � /? SEVYER EA! ENT �I `` + / � � BM 2008, PG 1391 ! ( ( �
\ , � i CITY OF RALEIGH
OFF HWY 70 TO NCDOT _ /S `s" $I / OUTPARCELS 3 &4�� \ \ ! i FLOOD STUDY)
n CONTROLLED LOOP RD r \ B(i E
- \ i J 35' PUBLIC I / 2.57 ACRES
D �`. a `. \'t i� CROnS ACC +� `+ ' i Y
O �l II I / 20' PRIVATE 1 \ �.
EASFidENT 1 I +r STORM DRAINAGE `I - `� i i I'' J' ���• a` 17
EASEMENT � �"I-
�i / �a ��
O PROJECT ��`` 1I 30' PUBLIC zl' h t
O
C/ ` SEWER EASEMENT / . \ .
BOUNDARY �1% • \ _ -_ r \ . ' . 4i I \ O if
OUTPARCEL 2\ �✓� = ` \\ err ��' A� `S
'/O �/�\ 0.73 ACRES
OUTPARC �>
U • � Y�Y
EI 1
1.25 ACRES �,< ` �_ _ /
' RI RO
DRIVE
50' MASS
\ ?' EXISTING 30' PRIVATE ! `�� i �` GRADING BUFFER
STORM DRAINAGE FUTURE
EASEMENT SIGNALIZED
\ PIN 0768 -48 -1917
INTERSECTION ' i
e
•
I
; ' �� ``. �`� DBM 2010 PG 5524
- -- - -- �__ _--- - - -i'- � r / � t � '�� / i ` MAINTENANCE EASEMENT % i �`. �`� USE: MEDICAL
L _ ---- - - - - --
------------ __ RALEIGH ZONING: TD
I - - - - =L� + NCDOT DEDICATED ; �� `�\ RALEIGH FLU: 0 &R MU
R/W 0.5 AC `
- � SWMF A' SLF RUBY JONES LLC `.
, ✓ i `.
O O THOMAS REUTERS ,
�� `\ `\ �• .� PIN 0768 -38 -3874
I �C� CREEKWOOD HIGHWAY 70 ALEXANDER LLC `\ `\ �� _ ' DB 13123 PG 0898
PIN 0768 -29 -8421 & 0768 -39 -2255 USE VACANT
DB 11619 PG 2130, DB 13123, PG 902 \+ :a \ \` �� 30' PRIVATE STORM
i RALEIGH ZONING: TD �\
BM 2008, PG 1391 \ +\ ` ` `.� RALEIGH FLU: 0 &R MU
` �q AREA: 649,320 SQ. FT. DRAINAGE EASEMENT
\ `�
14.91 AC. `� WET POND AND LEVEL
. ` \
I SPREADER/VEGETATIVE \
ffER STRIP 20' CITY OF RALEIGH
NCDOT DEDICATED ! - \; - MJ SEWER
EASE � R/W o\.r - ` MB 2005, PG
\ \� f \ \
\ \\ \ O O SIGNALIZE ON +\ `
ftp EXISTING 20' DRAINAGE
C3 \\ ` \ EASEMENT BM 2008, PG 1391
• + \a \ \ \I` •`\ S `,` I ., �`\ %
^Ij PIN 0768 -01 -38 -0713 \ AL LL
❑ \`
DB 11619 PG 2130
2
O \ \\ ` � e� ". � "�, BM 2008, PG 1076
\ `
` \\ \ !, O i BM 2008, PG 1391
J 0 \\ \ 0 C2 `\ a \\ •• AREA: 187,298 SQ. FT. " ``\
13 Q \ p Q \ � a . ,�` 4.30 AC.
�- \. - O 1'ti n N w f6
PHASE 1 PARKING CALCULATIONS
REQUIRED PARKING:
MAXIMUM REQUIRED
RETAIL <50,000 SF: 50,000 SF LEASABLE ® 1/200 SF = 250 SPACES
RETAIL >50,000 SF: 19,727 SF LEASABLE 0 1/250 SF = 79 SPACES
RESTAURANT: 7,800 SF LEASABLE 0 1/100 SF = 78 SPACES
TOTAL 77,527 SF 407 SPACES
A REDUCTION OF 5% HAS BEEN APPLIED PER LIDO SECTION 10.3.8: REDUCED REQUIRED PARKING = 387 SPACES
PROPOSED PARKING:
OFF- STREET PARKING: 389 SPACES
HC PARKING: REQUIRED: 8 SPACES BICYCLE PARKING: REQUIRED: 1 SPACE /5,000 SF RETAIL X 69,527 SF = 14 SPACES
PROVIDED: 12 SPACES 1 SPACE/2,000 SF RESTAURANT X 8.000 SF = 4 SPACES
TOTAL = 18 SPACES
HC VAN PARKING: REQUIRED: 2 SPACES PROVIDED: 18 SPACES
PROVIDED: 6 SPACES
SIIE DATA TABLE
OWNER:
CREEKWOOD HIGHWAY 70 ALEXANDER, LLC.
4949 WESTGROVE DRIVE, SUITE 100
DALLAS, TEXAS 75248
PINS:
0768 -01 -29 -8426, 0769 -03 -11 -1074,
0769 -03 -21 -3190, 0769 -01 -20 -7129,
Q Z E -q
0769 -01 -30 -4043, 0768 -01 -38 -0713
DEVELOPMENT TIER:
SUBURBAN
EXISTING ZONING:
CG(D)
EXISTING USE:
VACANT COMMERCIAL
PROPOSED USE:
COMMERCIAL /RETAIL
WATERSHED OVERLAY.
NONE
RIVER BASIN:
NEUSE
PROJECT AREA:
71.21 AC. (3,101,850 SF.)
AREA IN FLOODWAY:
2.49 ACRES
AREA IN FLOODWAY FRINGE:
N/A
BUILDING AREA:
PROPOSED COMMERCIAL /RETAIL: 77,529 SF
TOTAL: 77,529 SF
MAXIMUM BUILDING HEIGHT:
50'
PROPOSED BUILDING HEIGHT:
NOT TO EXCEED 50'
BUILDING SETBACKS:
STREET: 25' MAX (60% OF BUILDING FRONTAGE)
SIDE: 25' MIN
REAR: 25' MIN
PARKING:
SEE SHEET C -5
EXISTING IMPERVIOUS:
0.00 AC. (0.007.)
PROPOSED IMPERVIOUS:
15.08 AC. (22.297.)
TREE COVERAGE:
10% OF DISTURBED AREA (72.22 AC.)
REQUIRED: 0.10 * 72.22 ACRES = 7.22 ACRES
PROVIDED: 7.33 ACRES
DISTURBED AREA = 71.21 AC.
SITE LEGEND
PHASE LINE
- - PROPERTY LINE
- - - RIGHT -OF -WAY LINE
- - - - LOT LINE
EASEMENT LINE
CENTERLINE
NOTE:
THE SITE WILL BE FULLY COMPLIANT WITH THE NORTH CAROLINA
ACCESSIBILITY CODES (ANSI 117.1 -2009 AND CHAPTER 11 OF THE
NCBC) UNLESS AND EXCEPT IN AREAS WHERE AN APPROVED STATEMENT
FROM A SITE ENGINEER, SURVEYOR OR ARCHITECT VERIFIES THAT SITE
CONDITIONS EXIST WHERE THE TOPOGRAPHY OF THE SITE IS EXTREME
AND ONLY ALTERNATE METHODS OF COMPLIANCE ARE POSSIBLE.
b
a
b
1C.
GRAPHIC SCALE
200 0 100 200 400
1 inch = 200 ft.
PRELIMINARY DRAWING - NOT RELEASED FOR CONSTRUCTION J
M
o
�NMU
xz MCI Ov o cc, 8M
NF, ;ti
O
VJ
EllA
V
CAR`,, /�.,, -
`. •DES -,�•. .�
A -
33 °28
C n P 0,00 s
In
Z
w w
0 0
U V
w w
d d
oz
0
w w
U) 2 1-)
z o
0 0
�-, 1
o 0
as
O
LCJ
W
O �
O �
Q Z E -q
O x w
1--1
di
Qi L
W
O
W�
Uw
1
W �
O
U
MtC�I
V� 0
z
W p
Q
O
U�
W�
PROJECT No. TON -14000
FMENAME:TON 14000 —OAS1
DESIGNED BY: RSS
DRAWLY BY: RAD
SCALE: 1"=200'
DATE: 02 -24 -2015
SHEET N0.
C -5
[mMcADAms

v
v
a;
U
v
E
v
v
a
d
r•�
M
N
u•>
0
v
c+
3
v
M,
0
0
d
O
m
o+
c
.3
0
0
.r
d
i
v
a
m
i
v
c
J
0
0
0
I
z
0
z
0
m
U
0
i
X
30' CITY OF DURHAM P `UBLIC \ v / /� �' o - Q1 j 6 10'x70' SDT \ \
SEWER EASEMENT \- 5' CONCRETE Q1 m m m -! NCDOT
/ SIDEWALK (TYP.) \ U
YIELD , 10'x70' SDT
SCM ACCESS AND SIGN / NCDOT L= 667.09 _ - - _ 10'x70' SDT \ \
CONSTRUCTED \ ell
U
MAINTENANCE / WETLAND �650�bs DISTURBANCE NCDOT \ \ M
EASEMENT / \ -
U �
SEETHA BASITYAM 10'x70' SDT pe,
PIN 0769 -10 -6298 / NCDOT ��/ '�. " R48.0'
DB 12596 PG 2277 LIMITS OF / / ' ._ R48.0'
DISTURBANCE / TIN / HT -OUT R48.0° U E /Y _ - - - - HIGH VISIBILITY L �® 0
R
CROSSWALK ♦ 4 \ \ CREEKWOOD HIGHWAY
SWMF 'e' 11� / T ` C,g�s I�?, 70 ALEXANDER LLC 00 x z IS
\ / R48.0' / 1, I `� -T - / \00 ^ PIN 0769-01-20-7129 NOTES: "D V C
MONOLITHIC ♦ \ DB 1 1619 PG PG 213 N ti
\ CONCRETE � 40 BM 2008,
5' CONCRETE ISLAND 30" CURB AND �� 0 20'x8' STACKING SHOWN \ AREA: 432,276 SQ. FT. / FIRE LANES TO BE MARKED IN ACCORDANCE
\\ SIDEWALK (TYP.) / GUTTER (TYP.) ` FOR POTENTIAL FUTURE 9.92 AC. / WITH CITY GUIDELINES. CONTACT FIRE PREVENTION
\ I 30" ROLL CURB NO GUTT R33.0' _ - - - L =535 - _ _ 4r) \ �iJ USE (ALLOWABLE USES: \ AT (919) 560 -4033 EXT. 19240
FOR ACCESS TO, SWMF R= 550.00 % ♦ \ �o `� ATM, DRY CLEANING / \ REGARDING PROCUREMENT OF SIGNS.
♦ 3 LAUNDRY DRIVE - THROUGH, \
/ 10'x70' SDT ^ ^ �
30" CURB AND '�9 ?� R43.0' NCD+�T m m m / ` �� AND PHARMACY PICKUP) \
> m m��� 10' CONCRETE o O
GUTTER (TYP.) ` '� 0 . / YIELD SIDEWALK (TYP.) h \ * PARK AND RIDE SPACES TO BE SIGNED AS RESERVED
\ \ 5 12� ' SIGN 30" CURB AND N •.� JZ• \\ 30" CURB AND / FOR PARK AND RIDE DURING NON- HOLIDAY WEEKDAYS
N O GUTTER (TYP.) S 2
0 �► / ! �s 25' SETBACK * R524.0' \ \ 9SS \ GUTTER (TYP.) / BETWEEN 6 AM AND 6 PM.
/ > / 6 DIS RBANCE 20' PRIVATE STORM ` 9 \
> R5.0' \ 5' CONCRETE
� DRAINAGE EASEMENT 9 �
10'x70' SDT > /
/ <o TRANSITION FROM 24" TO SIDEWALK (TYP.) -
NCDOT y" 6$ QO / s \ \ 30" CURB AND GUTTER 9 SP CF \ \ / _
/ SDT p�9� I �� �yo / \ 4o R5.0'9 S ACCESSIBL . 82. �� \ -1ax7o SDT SITE LEGEND
07 1 �� R30.0' \ \�o / o RAMP �B• NCDOT 10'x70' SDT 44 / V
R3 0' \w UTTER / / R30.0' w' \ \2893o`i0g, \ NCDOT ,*1
\ / 9 R5.0' Fh a v
PGFG R 15.0' h . SIGNAGE
N \ \ 2 �V - ¢ ACCESSIBLE RAMPS
`' S ACCESSIBL \ �
R25.5> p9;0� \ R136.0' \ \ ACCESSIBLE R5.0' R5.0'%r S�QPG RAMP \ 2 30`y` \ \ � � / _ _ ,������CA��� -.��� _
40 \ 6 i / S$ 2� 10' CONCRETE / 9 \ RAMP R5.0' p�•N,....^
/ \ F o / PROPERTY LINE
SIDEWALK TYP. 6 \ \ / R100.0' \ - - - F�GS� /�'•- '
(TYP.) / \\ \ R10.0R5.0' 14.0' � \ RIGHT -OF -WAY LINE
\ \ R25.5' R130.0' �` \ \ R48.0' /Q�
R5.0' GF `�t 24" CURB AND - - - - LOT LINE
\ d / / / 10'x70' SDT / O 9 R166.0' \ \ o SQP PICKUP WINDOW GUTTER FIRE LANE = 3v28
6 tip' \ h, h - - EASEMENT LINE 3 c
\ 30" CURB AND / NCDOT �o \ / '
\ \ REFUSE COLLECTION & \ R48.0' l\ _
\ R56.0' GUTTER TYP. // / \ / R40.5' \ �:•
6 / (TYP.) 9 \ I RECYCLING CENTERLINE ;� �• -' -.tiG � NE�•• �:
\ \ 24" CURB AND \ \ ,� \ S+ O �i . } ..... • �� .
/ �o (TYP.) \ ' "" \ �2s - X- X -X -X- FENCE �. `
/ 30' PUBLIC SEWER GUTTER TYP. 6 BIKE PARKING \ �S• \ ? g ��� q�•
/ to \ R 10.0 \ S? Diu
/EASEMENT FOR DIMENSIONS ® \ g• ♦ �i �
25'x25' SDT / 9 1 S •••••••••••••••••••••
\ \ 6 /SEVENTY VEST LLC \ R30.0' EE
\ \ \ \ \
/PIN 0768 -01 -29 -0947/ /' R5 \' \� F ADA ROUTE
\ \ s t DB 11744 PG 1590 RETAIL \
\ \ \ BM 1988 PG 1466 / / LIMITS A CROSS PUBLIC \ R5.0 JP� 13 300 SF PIPE BOLLARDS \ * \\ l\ ! �{
DISTURBANCE CROSS ACCESS 6 (TYP.) <O� 1P� �i ``
\ \ \\
NCDOT SDT i I / / / GRAVEL EASEMENT 10.0' / \ 'k \ \�j,�S \ 30" CURB AND HEAVY DUTY PAVEMENT z z
\ j \ I / / DRIVE \ ¢ ACCESS POINTS * \ R618.0� 9? \ \ GUTTER (TYP.) AREA 2 m
s R5.0' R5.0 S% (TO BE DETERMINED) , \ * \ \
\ R \ \ \ I I I EX. GRAVEL / y� * \ 0
DIRT LOT / S R5.0'
% Fs * \ ♦ \ \ \
\ \ \ I I I Q i / y \ * \ \ l �` \ CREEKWOOD HIGHWAY 70 ALEXANDER LLC
FOR NEW ROAD TIE -IN, MILL F O 1
`\ I I I RETAINING WALL s �s O, TRASH COMPACTOR \ * \ 20' PRIVATE �Q X70 ` PIN 0769 -01 -30 -4043 a
\ \ / h ON CONCRETE PAD Q \ STORM \ ` DB 11619 PG 2130
EXISTING PAVEMENT 2' PRIOR 9 \ \ (DESIGN BY OTHERS) 5.0 , �S S: \ ` z z
TO PLACEMENT OF FINAL LIFT 6 • \ I / 78 S,o DRAINAGE HIGH VISIBILITY
\ * \ EASEMENT \ SO ` I ` CROSSWALK DB 13123, PG 902 0 0
TO PROVIDE LAP - JOINT ND \ \ \ I / / / �� s \ Ld
\ SMOOTH TRANSITION \ I I / s \� \ \ \. ` BM 2008. PG 1076
30' PUBLIC v� R5.0' 10' CONCRET 48.0\ AREA: 757,445 SQ. FT. w
SEWER / G2� 9. 9�F * \ SIDEWALK (TYP.) \ \ 17.39 AC.
EASEMENT R5.0' s \ \ \ \ I 11
E iIc PARK AND RIDE SEE ` '
EDGE OF''. ; \ EX- CONC- s z 3 0
\ PAVEMENT\ \ 9 \ R5.0' i
\\ \ \• \ \ / / \ DEPRESSED CURB \ NOTE THIS SHEET
\ 6 ; \\ �\ / / WALK / R5.0' • \ ** \ 10'x70' SDT `000 .�� ss0>
J/ • * \ NCDOT 'A WD� �`� �ti� 0 0
D ' R3.0' e CONCRETE\ * \ TRANSITION FROM 24" TO i O W
�t� R5.0 RAMP 30" CURB AND GUTTER g'L \ ��� �� �+ a a
• \ M/ \ \ g \ \ / � / / EX. BLDG. / / G
\ / / Q g y MAIN ENTRANCE \ * \ �� \�'
pq q 9�� L FIRE LANE RETAIL * \ 5' CONCRETE \ �y� 11• DVso
\ \ 6 \ 25' SETBACK / r QP �'� 9iL R5.0' R5.0' \ \ SIDEWALK (TYP.) \ O
05 9� 64,229 SF
SEVENTY WEST LLC A� s 4 0 �RS.o' \ 92 v�,� G S �� o -\ - -
F \ R48.0' o
\ \ 6 e PIN 0768 -01 -29 -2886 Ex. CONC. o / G<__ > y SQP S0' DEPRESSED CURB \ \ W cc
DB 11744 PG 1587 WALK - c� P p 2 PGG GF�
\ \ • \\ \ \ \\ \ \ \ \ s\ \ \ / / / \ \ S GOP R1R55.0 0 .0 •• • I s, S . f I�
\ 5' CONCRETE
PB 1988 PG 1466 o QP R5.0'
f S� (TYP.) (TYP.) : SIDEWALK (TYP.)
R5.0 �+
9. r 24" CURB AND �• ®• \\ \O \
BLIC o GF \ GUTTER STOP SIGN
20 PU W 0
\
• \ \ \\ \ s \ EASEMENT / 7g �QP� CALL BOX FOR GROCERY / 1 �1 \\ 1_4
\ \\ \ \ \\ /R5.0' / GF SQP PICKUP & PHARMACY ® Y \
P �1 DRIVE THRU PICKUP <� O \
\ \ \ \ \ \ ` / S 5 G�5 9,L R5.0' •• J/ \ J 10' MONUMENT \\ �?` A`O w
c' \ 5QP (TYP) DEPRESSED CURB , / / SIGN
0' S \ qj Q
\ \ \ $\ \ \• \ 1 6' y / / R30.0' \ R30. 0 10'x70' SDT
9 S o. R5.0.' / NCDOT \ O
• \ �\ \ s / F� \ 30' C 0 R5.0' STACKING SPACE 5' CONCRETE / / \ 10' CONCRETE \ \ 1 0 W �f
\ \ \ SQPG GAS \ I GFG 20'x8' (TYP.) SIDEWALK (TYP.)
\ \ \ \ • b >� c�2P EM T IQp' � \' - z Z/ \ SIDEWALK (TYP.) \ 4 r, Ie � �
\\ \ \ \ \\ R5.0' QPG� � / / p0 � � \ \ F�� `l 0,
\\ \ \ \ \ /R30.0 / ��P R5.0' �S \� 12 BIKE PARKING �R'b. � \\ \ 45 2 1O'x7O' SDT W
� R5.0' 9 R5.0' \ (TYP.) QP�' FOR DIMENSIONS / \� \ 25 0 NCDOT W Q
\\ \ \ \ s / R8.5' 5.0' >� R5.0' 0 >� SEE SHEET D1 \ \ Q'
\ \ \ \• \ / {� R5.0' (TYP -) GFS \ �' R5.0'
\\ • \ \ \ \ •\ \ / / GFG' 5QP � R3.0' 5'0' Z
20' PRIVATE STORM \
EX. CONC. \ ` 5QP 5 0 G�� k� f DRAINAGE EASEMENT \ �\
DRIVE 6.\ QPG� c' \ 5QP 4QPG R3.0' \ O
• \ \ ; \ \ �G' p 9• 6 GFS / 24" CURB AND \ \'
R5.0 QP z / GUTTER (TYP.) \ ,.e,E�` \ R48.0'
5 �l 1
s �S R5.0' (TYP.) 0 / FIRE LANE
\ % �� f ® ® rteV ^^ ' \ \ \s \ \ \ \ \ \ \ \ \ \ \ \ \ \\ \ \ • • \ \; \ \\ \ 9F \ 0 � SQG Sk QP � P G G QCPA G G CORRAL SQS � R5.0' 30' PUBLIC SEWER a0P . G
20' PRIVATE (TYP.) T,_
C DRAINAGE 5 EASEMENT 1g P G 1 1 0
�
I \ - J
EASEMENT 1�
M
R30.0 / /I 30' PUBLIC SEWER �O I \ `l R48.0' w
f 6� �QPGk R30.0 EASEMENT \\ 1
\\ \\ \ \ LIMITS OF R5.0 j� 9• R5.0' 6 R5.0' / \ GRASS ISLAND r{ 10'x70' SDT
ray \ \ \ DISTURBANCE \ R5.0' / \ (TYP.) II Ai II NCDOT
ACCESSIBLE \ I -;l \
R5.0' / RAMP \ 18" MEDIAN P QD \
9 \ g 5Q G\ PGFS �QpG / 1� \ CURB (0
24" CURB AND \\ (TYP.) I \\ � I
`- F�
6\ / a GUTTER (TYP.) 25' SETBACK o � 1
\ 30' PRIVATE STORM 10' CONCRETE \ \ N 0
\ \ \ \ \ R5.0' 9. DRAINAGE EASEMENT OUTPARCELS 3 &4 SIDEWALK (TYP.) \ rn 4 w r-4 J \ R5.0' 24" CURB AND \ 2.57 ACRES 5' CONCRETE
\ G�5 GUTTER (TYP.) \ \
5' CONCRETE \ I \ f SIDEWALK (TYP.) O w
' \ EDGE OF PAVEMENT SIDEWALK (TYP.) \ ^
\ \ \
1.25 PACRES 1 3 �QPGF�' R5.0' / I GUTTER TYP.
DRIVEWAY ACCESS ALONG HWY 70 \ \ \ \
R 30" CURB AND W
TO BE REMOVED WITH NEW LOOP \ ,y Il $ (TYP CREEKWOOD HIGHWAY 70 \ 20' PRIVATE STORM \ I { \ (TYP.) (�
ROAD CONNECTION TO HWY 70 \ \ • \ LIGHT POLE y�R5.0' S ALEXANDER LLC DRAINAGE EASEMENT \ I a
/ \ \ (TYP.) Fs R5.0 PIN 0768 -29 -8421 OD r< & \ \ I \ cn {
\ •
\ '► ♦ � 0768 -39 -2255 \ � � FUTURE ACCESSIBLE ROUTE SIGN \ \ �
� � MCI
\ M DB 1 1619 PG 2130 IN TO READ: "FOLLOW PUBLIC \ I { t t/� O
DATATAB)Z jr SITE
\'. _ R5.0' DB 13123, PG 902 • SIDEWALK FOR ACCESSIBLE \\ _j Vs
\ s 2 1 BM 2008, PG 1391 \ •�,� ROUTE BETWEEN CBUS TOP ' 11
OWNER: CREEKWOOD DRIVE SUITE 100 ALEXANDER, LLC. \ \\ �o�y9, � SIGN MONUMENT ` AREA: 649,320
4 9,12ACSQ � \ � ® \ 71 71 MONOLITHIC a
OUTPARCEL 2 •_ ' \
DALLAS, TEXAS 75248 \ � 0.73 ACRES FUTURE DURHAM STANDARD - \
\ \\ O� R30.0' \ • BUS SHELTER CONC. PAD L \ CONCRETE ISLAND
30' PRIVATE STORM • 7
PINS: 0768 -01 -29 -8426 0769 -03 -11 -1074 1 \ •• MAINTENANCE EASEMENT 00.
NCDOT DEDICATED DRAINAGE EASEMENT • \
0769 -03 -21 -3190, 0769 -01 -20 -7129, \ \ R/W 0.17 AC 25' SETBACK 1 _ % • I R 1 \
0769 -01 -30 -4043, 0768 -01 -38 -0713 \ \ \ • >� • R87.0' /� W LIMITS OF
DEVELOPMENT TIER: SUBURBAN \\ \\ \\ - - - - - - - - ` - - - - _� P I PUBLIC TRANSIT \\ DISTURBANCE Q
EXISTING ZONING: CG(D) \ 1 \ -� O - - - - _ - - - - z TRANSITION FROM 24" TO EASEMENT \ kW \
i� \ \ N cs - r`\ 30" CURB AND GUTTER
EXISTING USE: VACANT COMMERCIAL _ _ _ N71' 55' 3_5.67 "E - - - - - - _ <v 1 N
_ 25'x25' SDT _/ v d �o
PROPOSED USE: COMMERCIAL /RETAIL �` \ 403.25' - - - - , , STRIPED ISLAND STOP BAR i� `�/ �° o T
25'x25' SDT - , � � _
\ _ N77• j 25'x25' SDT (TYP.) N \ \ M�
WATERSHED OVERLAY: NONE _ _ -�� ��� r - v ` �L _ _ 31 58 8O "E ACCESSIBLE N /�
RIVER BASIN: NEUSE - as ;s" w Ana - " • -- •• ,r - _ 5T -
` w =4 - ?, �_ '`C" a -w 116. AMP ACCESSIBLE 10' MONUMENT ^� 4.5 v> l �I
\ _- _ _ - __ R C RAMP SIGN F_ \ 10'x70' SDT
2'-;,
PROJECT AREA: 71.21 AC. (3,101,850 SF.) \ 9- -4-' _ _ - - - - - I NCDOT
AREA IN FLOODWAY: 2.49 ACRES - r x7 6 Cl \ \ \
\ EX. CONC.-/ EX, CURB TW ALEXANDER DRIVE 10'x70' SIGHT - - - L - _ ` ` ��k9150� N
AREA IN FLOODWAY FRINGE: N/A �1DEWAI_r: aNU uu tK J 411SA- TRIANGLE 1A �� > I" 25'x25'
F ° (VARIABLE WIDTH NCDOT R W EXISTING 20' DRAINAGE nso,c' -� '� \ 9
BUILDING AREA: PROPOSED COMMERCIAL /RETAIL: 77,529 SF N � EASEMENT BM 2008, PG 1391 �,0 0 • �a _ �O SDT
ii 'x70' SIGHT S 80 4�q O S9• �? q0•
TIE INTO EXISTING 184 10• W - 2�AF PROJECT N0.
TOTAL: 77,529 SF � -- DIST. TRIANGLE 75 R48.0' 0�•
PROPOSED BUILDING HEIGHT: NOT TO EXCEED 50 , \ 18' C CURB AND GUTTER �b M \ TON -14000
MAXIMUM BUILDING HEIGHT: 50 `r RIGHT -IN / RIGHT -OUT ' ' SDT �� 0S 80-4,6'15" W FIIENAME:
LIMITS OF
: 30" ROLL CURB AND GUTTER CURB AND GUTTER ONLY MOVEMENT TIE INTO EXISTING NCDOT 25 x25 - 221.07• TON14000 -S1
DISTURBANCE CURB AND GUTTER
� BY OTHERS �
BUILDING SETBACKS: STREET: 25 MAX (60% OF BUILDING FRONTAGE) FOR ACCESS To SWMF 'A' = - SDT �� - g
_ p DESIGNED BY: RSS
- ._. � __mss wrE a.- i.- i.- �.- �.- i- �.�r•arz
SIDE: 25' MIN
REMOVE EXISTING SIDEWALK AND CURB AS REQUIRED, ° _ ` / '� R48.0'
s FACILITY "A" MANAGEMENT NCDOT DEDICATED SAWCUT FOR NEW ROAD TIE -I N, MILL EXISTING TRANSIT STOP PAVED "PULL-OFF" & CONC. PAD. c _9 DRAWN BY:
REAR: 25 MIN \ FACILITY "A" REMOVE EXIST. CURB AND SIDEWALK AND INSTALL = -o� .1 0 RAD
- SIGNALIZED �, R/W 0 -5 AC PAVEMENT 2' PRIOR TO PLACEMENT OF FINAL LIFT PAVEMENT & CONC. WALK AS SHOWN. SEE NCDOT
(SEE SHEET C -8) REMOVE EXISTING SIDEWALK_Aidfl CURB �4 SCALE: 1 " =JO'
PARKING: SEE SHEET C -5 INTERSECTION TO PROVIDE LAP -JOINT AND SMOOTH TRANSITION ENCROACHMENT SHEET FOR PAVEMENT SECTION. FUTURE
- - --
� •��!_! - - -- -�*p= � ;� -- �s - -- AS REQUIRED, SAWCUT FOR NEW ROAD
M _ - M - M _ SIGNALIZED
\, M i - =M� -r - - _ TIE -IN, MILL EXISTING PAVEMENT 2' 02 -24- 2015
EXISTING IMPERVIOUS: 0.00 AC. (0.00 %) / _ _ -��_ i� _ INTERSECTION DATE:
r- ---- -y - - ---�� JL _ PRIOR TO PLACEMENT OF FINAL LIFT GRAPHIC SCALE
PROPOSED IMPERVIOUS: 15.08 AC. 22.29% \ ® / e / N 68'52'37" E i / SCM ACCESS AND - -- - �� TO PROVIDE LAP -JOINT AND SMOOTH
( ) \ /� ✓ t 40 403,89' i � - � �� 50 0 25 50 100 SHEET NO.
TREE COVERAGE: ( ) / I i MAINTENANCE EASEMENT - �� _ IQANSITION I �'1
10% OF DISTURBED AREA 72.22 AC. \ / i �r PEDESTRIAN /`"+1
/� / I I EXISTING 20' DRAINAGE c ` �_� _ CROSSWALK
REQUIRED: 0.10 * 72.22 ACRES = 7.22 ACRES \ * / m 306.37'
PROVIDED: 7.33 ACRES \ EASEMENT BM 2008, PG 1391 J �� - (TYP.)
` S64' 02' 35.14 W - _ �� �,��= �� NP' 1 inch = 50 ft.
r i I 30' PRIVATE STORM
DRAINAGE EASEMENT \ - �� MCADAMS
W/ � PRELIMINARY DRAWING NOT RELEASED FOR CONSTRUCTION
I 11 11 1 111111111 N I ` III J