SW5090701_APPROVED PLANS_20100223

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW��jfJ(
DOC TYPE
❑ CURRENT PERMIT
APPROVED PLANS
❑ HISTORICAL FILE
DOC DATE
� ?J
YYYYMMDD

�g
n
3 ,
n
it1
d
I�
0
CD
b
fn
C
0000 0
C70 n0C7
C000
WW N�
000� O
00 OOp
N—A00 O
-�O 00<
0OU) pcn �m cnmc�
�-IO mo mp mcn<
op r- z
CnCn� ro C�z D G)
�!S2 C-)
�
oD 0O O
Z Dm �Or o
m >D oy 2f
K mg oz o
z UG
O
0 Zr- D
z zm O
z z
9
VJ
Z
m
m
-i
Z
0
m
X
i
I
w
r,
0
f
i
a
N
O
F
Cn
_
IV
N
n v
C0
<
m
-
O
oznxc�m
U�lA 11y
m
Ui
=
(A
nm
�*
Q
D
bU
b
^Ts
` V \
b W
CD
X
AOmn O
N
�y ZAP ZA
��*o= ;�
Carolina Dialysis, LLC
m
m
m
m
o
m
1�mm<m"p2
�%
z
0
m
o
_
<n
Epp mti
O
Z
/O
\
m
Z
Z
�
lUln)
`'
O
1)
V/
mIC C m2 p0
m
Cl)
m
m
Cn
O
z
qz-m Cy
9Zm�m mmqi
FoXzxo=�
Siler City Dialysis Center #3375
m
--�
Co
�=aamom„
Z1
N
�
$>mm>"�
��
X�moo«
Siler City, North Carolina
o
_
n
�
ON
N \
�oznmi
H
O
(_
Cn
ZO
0
m
0
m
m
N
N
N
O
O
(00
421 FAYETTEVILLE STREET
SUITE 400
T 919.380.8750
F 919.380.8752
0
www.stawart-ong.com
FIRM LICENSE NO.: C-1051
0
STEWART
P
k
M
hIt azss+ �amm ,ryw"l ono.
r en e,m ewart n n ,,
F1
D
m
D
r
OnemArchitecture
architecture
planning
interiors
8000 Corporate Center Drive
Suite 206
Charlotte, North Carolina 28226
Phone: [phone]
I©L06n5/AS b, 41 4-tg l Clj2W
r}

NCDENR -WATER QUALITY STATE STORMWATER SUBMITTAL
64
421
o
CAMPUS
CO
D
, j�
*) T 7
SI TE
O
m
�EGNNC
U
O
q�STo�
Rp
VICINITY MAP
N.T.S.
r
CHATHAM M.O.B.
SILER CITY, NORTH CAROLI.. A
SUBMITTED JUNE 26 2009
RESUBMITTED AUGUST 4 2009
SHEET INDEX
COV
COVER
C100
EXISTING CONDITIONS PLAN
C200
DEMOLITION PLAN
C300
SITE PLAN
C400
EROSION CONTROL PLAN
C401
PRE CONDITIONS DRAINAGE PLAN
C402
POST CONDITIONS DRAINAGE PLANS
C500
DRAINAGE PLAN
C510
OVERALL SITE DRAINAGE PLAN
C600
STORMWATER MANAGEMENT PLAN
L100
PLANTING PLAN
C 0�
RETAILS
C902
DETAILS
C903
DETAILS
C904
DETAILS
peterson
Architecture
Engineering
Interior Design
Planning
2215 REXFORD ROAD SMITE Soo
704 364 340o
CHARLOTTE, N.C. 282,12
Fox 704 364-7080
REGULATORY
REVIEW
SET
rr` S ,
r —
L�-�!
15834 -
IN
FINAL DRAWINGS - FOR
REVIEW PURPOSES ONLY
421 FAYETTEVILLE STREET
SUITE 400
�
RALEIGH, NC 27601
ao
T 919.380.8750
u
F 919.380.8752
0
www.stewart-eng.com
z
FIRM LICENSE NO.: C-1051
v
STEWART
O7g[19: ah ddarmenta and al�aytlorK Ndutlln0 wrnpeb.r ores, dnw". end wpadrl[etlona prepwred by
Sta rt Engln ng, In wrtl Mdmneb cf profmW nal urvlm IrItMdM fer ene-time use. 71u"f arc wdJe#to
wpyflgnt antl otller Property mot lawn am shalt nemaln the property of Stea'wrt 9ryn dng, Inc. They ehwll
rxrc m Ca doped, nn dtftd, a changed In am, manic whammaar nor —Igned to a third parry wnhaet poor
wrabn pamHabn of st.wwrt Erq�neerinG. Inc.
SILER CITY, NORTH CAROLINA
CHATHAM
MEDICAL
OFFICE BUILDING
6001 S 0 qnv
nn
KEY PLAN
PLAN NORTH TRUE NORTH
O�
NO TH �,y
PROPRIETARY AND PRIVATE FORMATION.
THESE DOCUMENTS SHALL NOT BE DISCLOSED,
DUPLICATED, OR USED IN WHOLE OR PART,
FOR ANY PURPOSE, OTHER THAN IN
CONNECTION WITH THE PROJECT UNDER WHICH
IT WAS PROVIDED OR DEVELOPED, WITHOUT
THE EXPRESSED WRITTEN PERMISSION OF
PETERSON ASSOCIATES, P.A. AND THE
OWNER/MANAGER OF THE FACILITY NAMED
ABOVE.
FILE NAME 0:\C9006\ C9006-0500.DWG
TM DRAWING IS NOT TO BE SCALED FOR
CONSTRUCTION PURPOSES. THE SCALE WHEN
INDICATED, IS FOR GENERAL REFERENCE ONLY.
PROJECT NO. &MO-00
DATE 06/26/09
REVISIONS,
Q 08/04/09 - DWQ STORMWATER �RESUBMITTAL -
---------------------------------------
---_- _--.-------------------------- -
Q--------------�..-------- ---_ ._— _
COVEmR
Cov
DRAWN: MTJ/ACF' CKED: RF'L
Appr)ved Stcrrmv;Wer Permit Documents
Construclior i ; accurdance with these documents is
required by me tcrmwaler p„r,irit. tgOrth Carolina
rules require thai the slormwwer �Ysteim designer
Inspect du --jog rrT:,�,!r• . c r.;r. °;;, Mr-formity with the
plans and vEPecs: and t:4?ri'i� t,Ciiti!{l r-ae vrllh tt1B
storm
water rufos. }
Permit a �w5c�4o'2 p J D Ite �f a I nq
c].
by.-._-,P , ._ ui iun o€ Vd,-itea Q rality
eaV Iki�ti4leri t5c�tq__?31��

rnap-3 sax/-?7
SlnlS 9
a � o 07�1
L6£L'Ob8't7OL :auoyd I O QW<=o� m N o o Q
9ZZ8Z eulloJeJ HPUN a44olaeHJ
I
I
}
I
I
90Z ales
anlJd Jalu@D aleaodioD 0009
sioiaa4ui
5uiuueld
ainpaupie
z~ T T^ T OWT,-=w N 0 y
O Uu110JUD ujjON ,Xj!D i3p s z xo , o� m U w O C) O Z
N1 <W W �W
��`� '••yJ�jL �i� oo;iam0Wid (Y N Q'
Y ` i UyOwOOFn �ui
z SL££# za�ua� sis�i�iQ X�i� aajis MW2W=w==om o w ° a m
z
�m� a
=U =;=WaO�= o U z p O
O a�< z c�
ti 4� Q Z U 15",
��w>=wZI of ODrIrl SiSt-juiQ vullono = � � a 0 w LU
w U
• • • w a u, LL 3 to �� O
Q v m u�?2 c=n
as n4D@I! uDadtua u o
�� Iflllllll w
d
W
xLLvlUw Op
aaa�oa
W U
N
N
�
U)
-
W
o
0
a
Z
a
r
W o
X
CV
J a 0
wao ow z Zo
oa(jwa O� N FZ
wW i 000
MW
IF/1 WNZ0�}_} NOa
w'N F L O UFI- in
W Z Q W r lal U m J F M CO to
Wa Z�$ W a QO O: • N,6-
ri- Za U iZ za0 0
F'gwwa maa 1:: Yzl�, mYotoo
Z I wwZ M > O� Z rn n N
ILOOWOWWO x¢w on F=Z mzww
W F o w x W O J Z
a V)WF-W oZa o w
a n m= 0 m a Z N x Z
cri oa°Do}ar m6H n ZN$
LU w z��IrZ 0 I ao rn}
O Z - U) f/1
O Z=��t'na< 231�Y z 2MM
-azOV WW - 2> 0 V) OON
N F
Z aaF}�Ow Z_mr �rF
J 20%S8 0 J}a a N00 �Nlnco
Q >-<ov=iN<w wMM 0- w 0:M" ri
W NMwaoOw 0- DO z ocr z w�mn
OpIa r� J z zLLJ
LIJ zowz aFww w N WNom:�zww
Z - 0 wa Fay 0066 <F<M
(w U U m z m 0
v N Ii a
w-9
w
F
}
m a
LW z
O
JW
zst.
°btzm
��Qo
U
O
o F-
FM,7
'R EL
wz Sw
=_ONO1�
5=z
WI/)Z
F
F
V) Q w
Ma �I'
WI
. V)02
0 0�
W
Z J
ar
z a
f-`' oc
aZQU
lolz
>3
df�
OW08,
o<ZW
aN
apw$
I�o2
r-p
Ma
00Jn
`�FM
o
10. oW1�m
N N
z
ww
K
"EW
Mo
N
x ZI,
Q> w
LLI NtD
Ira'
D Y Q
e <L---
00>-
W a 0 y
OW OLj a
¢
aV7 F
a
w
NzoM Z amm
J
m ONO
p�
zom<
F
Z< .=)
5 -
o
QFOw
Qa
N
N�iEa
u
0OOro
MI.-
oar
ama
�z Oi
w
w
Ko<Z
ZOz
mzUw
Irz 00~
0
wZa0
Lu
WC
aU° j
dQ�Z
d
IalaQ
Z3 zNoz
K?W�
(L
a'N WM
a�ZM
V)
a
= Q Q -Jo
Zxa
3 Z
U N F m
U w Q O
to
NWW��
=aWI-
^~W
���ia
F JO��
tnW
V)UJ0
In a�O
w
D (La !0
Moil
soma
�o<MCV
a
L6
(O
n
CD
Oi
3
1, J
3
3
3
3
Q
N
W)
N
10
O
Z
l0
O
O
N
O
O
0
-
In
N
In
0
M
N:tL-,�hb
C)C>tM
V
C"
Z
fN
Z
Z
Z
2
J
M
I,J
z
iIoM�in
J
Z�
(O
N
Cn
n�
W
I[)
CV
In
Oi
�
Cj
W
Z
J
N
J
M
J
�
J
IA
J
c0
J
2
2O
N
M
ui
M
M
N
U
N
�
W
W
W
w
U
N
0,
N
M
CV
IM
a)
O
N
O
O
M
E0
t0
N
C�
60
o
b
tN
Z
Z
Z
w
J
-C:)
o
o
H
U
p
N
LLI
R
C-)
I.y
CV
0
�p
<F
�
N
O
U
to
o
olpoo
n
o
o
ao
0
u
rn
M
4J
M
co
000
N
U
CNJ
U
U
U
J
ow
x
m
r
(na
d
F
>
w
o
o
o
W
W
O
O
x
m
v
J
J
J
�1
3
Q
}
O
}
0
w
K
O
o
a
W
U
Z
W
Q
a
m
I
J
Q
W
a
IY
O
w
1-
O
z
z
00
J
U
Q
z
2
Y
2
0
W
g
s
a}
a
Y
0
O
O
z
W
W
9
z
m
0
o
11�.�
J
m
N
N
Z
%
O
r
r
Lu
1.�
9
S
Z
¢
Y
i
a
Z
0
0>
YQ
QO
J
W
LL
==
Z
o
U
U
U
v
0}}-
rr
a
O=
0
0
0
p
K
w
M
l31�
O
j
UI
Q
m
0
O
0
F.,
V
M
o
a
w
0
}
0
a
w
II
a
a
Q
W
r
r
O
F
r+
�+
r
x
¢
r
O
L1J
w
O
3
z w
W
r
Q
9
K
3
O
O
Y
W
O_
LJ"I
J
J
a
1U�1
1 U1�y�
W
W
J}
F
O
x
U'
O
Z
Q
Z
Q
Q
Z
0
Z
0 0
N
z
U
2
U
Z
O}
Q
J
O
w
O
W
U
O
o
U w
W M
ul
Q
W
�iW�.11
3
J
O
O
Q
w
ul
a
m
0
w
0
W
QU
J
a
J
K
J
WW
r
{{yy�1
F
J
W
J
W
J
W
J
W
0
0
0
J
10l
x
O
Z
IY
0
m Ul
ri
W
CC
K
M
2
a
m
m
O
a
a Q
W
w
VI
fn
m
W
J
o
'�
a
m
V)
O
LL
Re
W
J
a
go
®
®
0
k
E3
®
it
)
{}
�
IJ
PM
0
w
�
• �
�
�
�
�
�
F -
w
x
r x W
w v
D O r
O v Q O J
Z Y 2 0 v U Z� >
Oa a a O `,I Z Z W W M U j p
O 2 a w r K o M J z J z mi„ `�` Ir Z z
U a 3 O O O <
z z O 0 o O Z z z w w �'I ��.I x< U
N fA
U} 0 0 0 g o c O Z> M Z O k`' O
F F F cDJ w w w z m m r J a
>> x x x a o 0 o a a Q a a a o Jl�1
0 0 w w w U N to O 0 0 x 3 3 3 a 3 0
Q100 O a 0 ®■ mo • ei$ilo ® 00$g2189
O
LL-
W
Z
—
�
� W
L L-
_
z
w
WW
UUCy
af
Q cn
Q
o
cn
Q
a-
J
N c0
~O
LJJ
Q
N
Q
0
LLJ
J
0
M W W
w ;
W �
w O O
O m M M
O ~ W W O
M `.c m M
O 3 0 0 o
V OZ m
Oa w w F O U
U W ~ LLI
r W N
O C7 W H 7 II
00 F- x
W z LLI z z z
P If
W (n z V)
z W 0W W W
Z I I I I I o
O
J '
Oa
W.
W'"t
zr
M o Z oLLI a
Z
M
N F
U J Q J Q W
UJ
wLLJ
F > Q 3 > zL aN z a N
> Z 1-
F �O C9 Z O OQ QWx a Q V)
N V) W- Q W F- UJ� :2 uj W
F W W~ Q O O Lilz W F� aIr0 5
"� LLJI.1W.I J-W = O
N U> O W Q O x Z Q O N Q
z 0- 40 J¢ w d axw NOW r- C9
r 0- z V) Z I V)ir ErWX ?zZ z
r a V ULi
Wo Ww F0>O aI-¢ M
W V1DQ J d JwQ C
a?wUV) VQ
� IiI 05L, ¢wx N
J_ W V)(if ~O Q N wwr �d'Z aJ(W�
W Z O Z W =V)Z zo- C ILLIZ
V) tOif F0 v a I'J < U rJz O~0 N 0.a-1 z
m Ln <La Of W W m Z maw U�� Z LLI WW W J
LU
0 H dwa��,I 0 m WW O � of TWO 0 MMOZ it
> M O> O -1 Of O- = Owd zmL� O -j-w0 O G
W w wM a = F ¢ jw _j~Oa m =Of�� 0
W 0- UW V) W U0� O J Q W F
a ax I- z w 0 F- a m�N a BCD =Id
Z Wm H P 3 a �w� w`'-0 O Fd Li- Z WO
Q Z 0O Q O 0 of Q 0�� wQN W Q0O� Wa
U W U V) I W V) x W U U. Z O Z Z Z
H U H U Q Q O
0 zW O ZO 0 Z r Q W� a za U
�,i v l I . w o w v �`) � d o¢� oaLLIw z awao �r
4 �. _
'i. l N U OJ d' O Ij�'O �-U-0 Q Z�WW Q'm
�� 1� �� I W Q r¢ x w Jo LLi NCO¢ �0Z z �v�Q �w
Z Z d'�J F 00 Q U W 0 �w0 Q 00�? a0
dQ w m V) Z a OV)Q N0 JJ
f'j - �� /_.% /.. ti� /l �I.. �.� I. ��" < 0 wW Q V) O W W zLLI � �W� C) V)
��
J
r a N O U xO w ZCH
, 1 1 ? o O xrc> z �m
o a� .. a w�Q �w Z 0W�3 zO
_ F z H W 3 J Q �Q Q W F
I �� C) Z�) oo O z w z �LJ O J Z� mw
w -� o F 0of .11
mYo Q��` a FW<
V) Y O
(p B�I v w c7 J a w O Q
1 \� =.'� ,.. '>. ";� V '+ A� - Z V) m W M O O J O GNU 2 7> W N
w a o r
`09 Zo J¢ o 0 of 0 o =3w ^pm ? ���Z of Avg a w v)�� �cnX z� ¢ a�
�V �z �W W > W�j ��� Z Oz�2 (n
!�
1 - 1 . Q w (.9 F- W W K W 0- p W F.• Q F
-/of
OI ZJ J as z W OQ WWWZ Z Z Q� W =)F-
/' W v) Za O Ll-
ate) iroo w��J W ���� wW
i / i m w� 0 3 z w a a o
s
w Z �O
' 1
m N W U z Z W 1i'I = 0 0 m N� m W W O LL
i �''� i 1 %`�(j�i / ' 1 - r O J Z F z Z V) m O F O J F J M O O Q W W
'< i i\
t ,
_ ' W Q W 0 0 V) W O Q
V
i ,.� 1�. vl x F� U ooa �am�n ���'� U o
o v) w 1, o� zQ �n o J o v� z
U) Q X O C9 W -I Z N V) w w Z W
f / / r ✓ i, �1,,�� z zVi �a z w �� z �m 0v
w Oz uV) ¢a z ao m
o 0 0� o z F (n OWZ ox zQ- w
Z F FW �w -'� v) N SJ- J'Wv)�n O ¢xQ z(n
\� Z /� �\ �� Lam- I �;_LLJ. .�� v�, ��\`i'i�?���- 0 O -J �z 0 H� N WO W2 WOw O NO U OW�fOA p 2z
/ �, ' �J wQ F � F-c> <nw� ZJ� F�� F- �O
. ��� 1 �� , J w w¢ Q 00 WU U� �U KQO J �Z U
/ '1 I, W W U U z H 1- O _ V) O U w
cp o a o a o� n cn� w c> o M-J<
I r'" - G J JJ J= w JW J W� Q� FJd' �Z� wO V) L-jQr
re �� C, ��.V� \ nl W U z o ¢O W �5 Z N
a a a r, cn a cn Oro 51., 1.1
w ~
w z w
z w W
J U z w Z a twit
z F w J z w I a w Q
a w a_ w
d 0= O a W z O o a s W
W J U z M� F W W J Q
ME
w
w w 3 j F a 0 a o z z z
M z z z z z z z a N o 0 0 a o1�1 z 4 O
F o 0 0 0 0 0 OQ r Z Z w l- Q Z J U Z
a 0 O O O D U O W W Z 3 w Z a' U m 0 J W Z
o m w ¢ Ir lr lr a x o f o o x o w a
W J Z O D D O Z O w Y U = Z ¢ F23
Q J w K
M Q Z Z Z Z Z Z Q r Z z O U W O Q Q x a z w
O>> 0 0 7 W 0 0 7 0 0 a m m U U z U to r3 a
yI� }III I
S
1
} mill

t
CURVE TABLE
CURVE
LENGTH
RADIUS
CHORD BRG
CHORD
C1
78.54
50.00
N37'18'07"E
70.71
C2
642.85
850.00
S76'01'54"E
627.64
C3
363.81
910.00
S65'49'06"E
361.39
C4
363.60
894,02
S6556'32"E
361.10
C5
642.95
850.42
576'02'06"E
627.75
C6
693.69
850.09
S7745'28"E
674.61
C7
379.02
892.27
S89'06'52"E
376.18
LINE TABLE
LINE
LENGTH
BEARING
L1
59.96
N35'28'15'E
�•I ®®®® Lt [� t IV U
6� ®®® Tpm TELEPHONE PEDESTAL F2 FIBER OPTIC BOX
® MAIL BOX
TELEPHONE BOOTH
-x- FENCE
® TV MANHOLE
0ATV TV PEDESTAL T- UNDERGROUND TELEPHONE LINE
® ELECTRIC MANHOLE
--- FO- UNDERGROUND FIBER OPTIC LINE
�. , ��'_ � � ;' ► ' �
� L
� ELECTRIC METER ----GAS- UNDERGROUND FUEL LINE
] n �1 ELECTRIC TRANSFORMER G UNDERGROUND GASLINE
ELECTRIC BOX
o---- UNDERGROUND ELECTRIC LINE
/40/ -1UNDERGROUND WATER LINE
sx UTILITY POLE
Si SANITARY SEWER LINE
GUY WIRE
-
/ LIGHT POLE STORM DRAIN LINE
<o btu PROPANE BHP- OVERHEAD POWER LINE
FLOOLIGH
TANK NDD HOLET LINES NOT SURVEYED
® JUNCTION BOX (JB) UNKNOWN DESTINATION
l TRAFFIC SIGNAL BOX DIP
DUCTILE IRON PIPE
" E TRAFFIC SIGNAL POST PVC POLYVINYL CHLORIDE PIPE
r� "_- • r
lltl %,f, f 1'+ 4 ©Mw MONITORING WELL HDPE HIGH -DENSITY POLYETHYLENE
� ? r'!r � •, f �% ;; + f% ` rh ASPHALT • Cmp CORRUGATED METAL PIPE BOLLARD RCP REINFORCED CONCRETE PIPE
,�f�f � PARKING LOT 1 -v- SIGN
C13 CATCH BASIN
I FFEe267.18' FINISHED FLOOR ELEVATION
SITE VEGETATIVE BUFFER ASPHALT O
_.
Pe Zoos, PG 398 i I ,; ; PARKING LOT 1 - ' ` [BRG DIST] RECORDED CALL CHAIN LINK FENCE
R RIGHT OF WAY
SRF SPLIT RAIL FENCE
NON. MONUMENT
E FENCE
HVAC UNIT POE PERMANENT DRAINAGE EASEMENT
YVF R
11 ,
r
TREE LEGEND
ANTENNA `ice 70•
MAST 590 AN RED MAPLE
Nil
`� V BN RIVER BIRCH SURVEY CONTROL POINT
;
SURVEY BENCHMARK REDBUD
T,
I ,
M
OEM EXISTING IRON PIP
E DOGWOOD
f /
Z., cG PIGNUT HICKORY GENt EXISTING IRON ROD
:
INV' IN 588.3' .
c1 PECAN mECu EXISTING CONCRETE MONUMENT
_ U I
10 AMERICAN HOLLY 0CP CALCULATED POINT
/ f CRAVEL Q E.X. 6'' FIRE, -.LINE, iv EASTERN RED CEDAR ® STORM DRAIN MANHOLE (SDMH)
h DRIVE U CREPE MYRTLE ■ STORM DRAIN INLET (YDI)
INV. OUT-587.3' CB
SEI CONTR L POINT #4 DRAIN INLET Ls SWEETGUM ww STORM ( )
% 4 IR / f/ ,� N=718484�463 (GROUND) LT TULIP POPLAR ® SANITARY SEWER MANHOLE (SSMH)
'� E=1875494.334 (GROUND)
IMG SOUTHERN MAGNOLIA ® SANITARY SEWER CLEANQUT
ELEV.=59h.52' Pc BRADFORD PEAR 8 HYDRANT
PO EASTERN SYCAMORE WATER VALVE
q0 PT LOBLOLLY PINE n WATER METER
PY CHERRY ® WATER MANHOLE
% r
y
r
pA WHITE OAK OPIV POST INDICATOR VALVE
f ! aP WILLOW OAK G) WELL
= 1'
lev
J OR RED OAK pQIRRIGATION
sN BLACK 1Q GAS METER CONTROL VALVE
UR SLIPPERY ELM O TELEPHONE MANHOLE
EXAMPLE: OR 10 = 10" RED OAK
, ;40 �° ' ,I �� GENERAL NOTES
1. THIS SURVEY MAP IS INTENDED TO REPRESENT THE EXISTING
CONDITIONS TOPOGRAPHY ON A PORTION OF THE PROPERTY OF
/
CHATHAM HOSPITAL, INC., PIN 8771-00-58-4607, AND IS A PARTIAL
BOUNDARY SURVEY. THIS SURVEY WAS PERFORMED WITHOUT THE
BENEUPON�THEFPRORA TITLE RMAYRNOT BE SHOWN AND RE ALL ENCUMBRANCES
2. THE PROPERTY LINES SHOWN HEREON HAVE BEEN CONFIRMED FROM A
PARTIAL SURVEY BY STEWART ENGINEERING. PROPERTY LINES SHOWN
1 �
TAKEN FROM PLAT BOOK SEE PAGE MAP
3. HORIZONTAL DATUM IS NAD 83-2007 AND VERTICAL DATUM IS NAVD
� P / 4. S METHODS USING REAL-TIME KINEMATIC SOLUTIONS FOR
THE f% r- NORTH
1 P � BASED ON GP
�p CAROLI AV GEODETICOSURVEY ONUUL POINTS MENTSR SIILER RM 7" AND
0�1
"SILER RM 7" "BONBENN"
i i p� N 710582.C4' IN690248.28'
-' ✓- _ ti� 'L° ' �4 hg0 E 1857235.14' E 1876876.65'
EL 765.38' EL 520,20'
COMBINED SCALE FACTOR IS 0.999882812
5. UTILITIES SHOWN HEREON ARE BASED SOLELY ON ABOVE -GROUND
VISIBLE EVIDENCE. NO UTILITY DESIGNATION/MARKING SERVICES WERE
PERFORMED AS A PART OF THIS SURVEY. CONTRACTOR SHALL FIELD
07 f!' P� --- VERIFY THE LOCATION OF ALL UTILITIES BEFORE COMMENCING
n / -
t CONSTRUCTION.
j �� P�{o / '✓ 6. TREES SHOWN HEREON MAY NOT REPRESENT ALL VEGETATION ON THE
v 1 ' SUBJECT PROPERTY. NOT ALL IMPROVEMENTS SHOWN.
0) 7. THE SUBJECT PROPERTY IS ZONED "0&1" (OFFICE & INSTITUTIONAL
�-' � DISTRICT). ZONING INFORMATION TAKEN FROM SITE PLAN PROVIDED
BY CLIENT, TITLED "CHATHAM HOSPITAL REPLACEMENT FACILITY",
PERFORMED BY MULKEY, JANUARY 1. 2007.
#4 EI R
8. THE SUBJECT PROPERTY LIES IN ZONES X (AREA DETERMINED TO BE
i t j OUTSIDE THE 0.2% ANNUAL CHANCE AND FUTURE CONDITIONS 1%
} ANNUAL CHANCE FLOODPLAIN). BASED ON THE FLOOD INSURANCE
1 1 SRO , RATE MAP COMMUNITY MAP NUMBERS 3710877100J DATED FEBRUARY
! DIRT 2. 2007.
STOCK l
L �
\4 PILrF/
C,S D /'` r I -_ g• ADDRESS IS 475 PROGRESS BOULEVARD.
r 1 / \ - r� I 1 , ! �Ir
1 yr P - \
10. SEE SHEET 1 FOR ADDITIONAL INFORMATION.
-
VL OPEN
I POLE/BARN
P� �, '✓ \`
6 PVC W/ RIP RA1P__-
x STORM
B51N TOP OF_ PIPE INLET-583.4
' 0
, moo, .... -..-_ --
� ��'• INV. OUT -FULL OF STONE
J�� LOWEST MEASURED
-
:
L LV.5 3'
1
/ +
,
O
w J : IN
DRAINAGE . f / / z Z7 SPILL -WA Y _
NV. -5LOW AREA .83.9 ' DITCH
f
/ ' ," ! / SEI CONTROL POINT #5
%���'` � �,`� � '� {' INV. O.L1T�57 ?' � N-719057 048' (GROUND)
�c ,.pC)
E=1875521.139' (GROUND)
S0�sr�� ELEV.=577.99'
QQ �
"tC
:
:
r
/ • , �_ I , FOUND �- s
:
1 I F _ a�
,
R/W MOOSZQ
rr
�01
f
:
�Q „E _
a21
.s
-101
i
% n 575 n 253
44 E _
4
y -
is 4I \ y -. �� ��' �_- '-� - 5 7 5 W- � Y:,
;
a
' S 1
end
a
ur _
...........EX S S M H
• -S'- - - Y _ y�� •� +ter.. ��
J f 1 J :.. _ �, ss --- --a ., �.... .e.-F N D RIM - 5 71.3 Q'
O OL
En'' / ,tii" p�J - R VJ NON.
PQ ,,/ �._ An�-�, », v� - 2�4-30 / INV IN-56C.57'
d 1 -� -. -- _ -�"' N 5 21 2 INV OUT-530.47
._
cv:'
'-
low
TR kNS ORMEF ' �- r ! 0� r �$ GUARD/1'rt1`
_
EX
_
I fVfs3
INV.' OUT-563 46' GRAPHIC SCALE
' / 5 _.
rill
4 i� j LO If ( IN : E'EET )
c _er+�- n i 1 inch e- 30 ft.
peterson
Architecture
engineering
Interior Design
Planning
2115 =ORD ROAD SUITE Soo
CHARLOTTE, N.C. 28zi I
71364--3400
Fax ; 04-364-, o80
REGULATORY
REVIEW
SET
FINAL DRAWINGS - FOR
REVIEW PURPOSES ONLY
421 FAYETTEVILLE STREET
SUITE 400
RALEIGHr NC 27601
T 919.380.8750
0
U
F 919.380.8752
www.stewart-eng.com
FIRM LICENSE NO.: C-1051
i
STEWART
02pp9: NI dpq,mante entl W IWlallar,e kWudlnq mnp:,rar nln, drnwings, rrd rpetln44G.s prepA+'Gtl 6Y
.pyriEr,gfhaer7rp, Irc ere lIp humdlm of h.11 1, service Intended far m,e-tf l use, the are eu-1-11 to
mp)a1gM er,d ad,ar prvpertY rlpht laws end shell remain Ne papdty of Stevrart F Gl�reenng, Inc. They e
nui m to taped, mdtlMed, sr chnsped :, snv rremer whe[eaever nar ssslpnetl I,a Ihlyd party without ph,
wrllb.n WrnlLLflan dStewart Efpfflelfllp. InC.
THIS DRAWNG IS NOT TO BE SCALED FOR
CONSTRUCTION PURPOSES. THE SCALE WHEN
INDICATED, IS FOR GENERAL REFERENCE ONLY.
PROJECT NO. 3380-OD
DATE 06/28/O9
REVISIONS:
Q 08/04/09 DWR STORMWATER RESU6MTTAL
=
EXISTING
C0NDIT110NS'
coo
DRAWN l CK'D:

GENERAL GRADING NOTES
STORM NOTES
1. ALL DIMENSIONS AND GRADES SHOWN ON THE PLANS SHALL BE FIELD VERIFIED
BY THE CONTRACTOR PRIOR TO CONSTRUCTION. CONTRACTOR SHALL NOTIFY
DEMOLITION, AND SUBSEQUENT CONSTRUCTION OF STORM DRAINAGE
CONSTRUCTION MANAGER IF ANY DISCREPANCIES EXIST PRIOR TO PROCEEDING WITH
FACILITIES SHALL BE PERFORMED IN SUCH A MANNER THAT THE OLD PIPE
CONSTRUCTION FOR NECESSARY PLAN OR GRADE CHANGES. NO EXTRA
AND STRUCTURES ARE REMOVED AND NEW STRUCTURES AND PIPING ARE
COMPENSATION SHALL BE PAID TO CONTRACTOR FOR ANY WORK DONE DUE To
IMMEDIATELY PUT INTO SERVICE. CONTRACTOR SHALL ENSURE THAT STORM
DIMENSIONS OR GRADES SHOWN INCORRECTLY ON THESE PLANS IF SUCH
DRAINAGE DOES NOT REMAIN OUT OF SERVICE FOR LONGER THAN 12 HOURS
NOTIFICATION HAS NOT BEEN GIVEN.
AT A TIME. PROVISIONS SHALL BE MADE TO MAINTAIN STORM WATER
DRAINAGE DURING CONSTRUCTION.
2. WHEN HAND PLANTING, MULCH (HAY OR STRAW) SHOULD BE UNIFORMLY SPREAD
OVER SEEDED AREA WITHIN 24 HOURS OF SEEDING.
3. DURING UNSUITABLE GROWING SEASONS, MULCH WILL BE USED AS A TEMPORARY
COVER ON SLOPES THAT ARE 4:1 OR STEEPER, MULCH WILL BE ANCHORED.
4. EROSION AND SEDIMENT CONTROL DEVICES MUST BE INSTALLED AND INSPECTED
PRIOR TO ANY GRADING ON SITE. PLEASE CALL FOR AN INSPECTION.
5. SEDIMENT/EROSION DEVICES MUST BE CHECKED AFTER EACH STORM EVENT.
EACH DEVICE IS TO BE MAINTAINED OR REPLACED IF SEDIMENT ACCUMULATION HAS
REACHED ONE HALF THE CAPACITY OF THE DEVICE.
6. ALL STORM DRAIN PIPE MATERIAL TO BE HDPE UNLESS OTHERWISE NOTED ON
PLANS.
7. ALL ROOF LEADER DRAIN LINES ARE TO BE INSTALLED AT A MINIMUM OF 1%
SLOPE. PIPE TO BE N-12 HDPE TYPE "S" OR APPROVED EQUAL.
8. SPOT ELEVATIONS SHOWN ARE PAVEMENT, GROUND OR GUTTER FLOW LINE,
UNLESS OTHERWISE NOTED.
9. CONTRACTOR SHALL OBTAIN A COPY OF THE REPORT OF SUBSURFACE
INVESTIGATION (IF AVAILABLE) AND FOLLOW THE RECOMMENDATIONS FOR GRADING
AND COMPACTION.
10. CONSTRUCTION, MAINTENANCE AND REMOVAL OF ALL EROSION CONTROL DEVICES
ARE THE RESPONSIBILITY OF THE GRADING CONTRACTOR UNLESS OTHERWISE NOTED.
11. A COPY OF THE APPROVED EROSION CONTROL PLAN MUST BE ON FILE AT THE
JOB SITE.
12. POND AREA SHALL HAVE A 4" THICK CLAY LINER TO ENSURE WATER
DETEN7TON.
f00~'
` 00
a
`•l 1 rI � •e.
Q,
Of
00,
444
l l
D
t 1 \ a
I 1 \
a.
\ \ e a.
14.5'WIDE' X9'LONG
�
X 22" THK CLA S B t \ ` \ ,- _ _ i / / •' L /
RIPRAP DISSIPA R PAD \ \ \ l• e I1 j j i 1S
\ 1
2 ' WIDE X 20' L NG
X2" THK CLA B
80
RIPRAP , DISSIPATER PAD
r
EMERGENCY PILLVGAY
>� lllllll�
71 J
+ `
RMP MAII TENANCE
� ,, �I � / � i � % �It iui•Ir swum irorl
1
i \
i` • r"i
18" DIA
GRAPHIC SCALE
20 0 10 20 40
( IN FEET )
1 inch = 20 ft.
5F
3
PERINIENANT
POOL ELELATION
569.00
5;
ERGENCY SPILL
Y
---
--�3
r--
__--
_—
— 3
2V
10
1
PE
MENANT POOL EELAMON
Q 569.CD1
10
_
5
2
1 ---
2
QUATIC
13ELF
AQUATIC
SELF
51
SEDIEMENT CLE
BOTTOM OF BA
NOUT ELEVATION
IN ELEVATION
- 560.50
�59.50
6
------
1 5'
WET DETENTION POND SECTION A -A
NTS
" TYP.
80
CORE DRILL AND
GROUT IN PLACE
1.5" PVC DRAWDOWN
PIPE
EXTEND RISING STEM
FOR PLUG VALVE
ABOVE TRASH RACK
1.5" PVC PIPE-
6"
EL 569.00 — —r
12" �=
6" DIP DRAWDOWN 20'
PIPE EXTENDED TO
MIDDLE OF POND 6- PLUG
(SUPPORT PIPE VALVE
WITH STABLE SOIL)
GROUT
POND RISER (8-RI)
NTS
9
5
IC
15
61
/ TRASH RACK (REMOVED FOR CLARITY)
EL 570.30
18" RCP
I
0 0.50%
\ EL 567.00
�— EL 559.50
peterson
Architecture
Engineering
Interior Design
Planning
z 115 REXFORD ROAD SUITE Soo
704-364-3400
CHARLOTTE, N.C. 28zi i
F- 7o4-364 7080
REGULATORY
REVIEW
SET
,��tii1111171If��
f ,
ALB_y-a�1 =
15834 a
GIN
'''.......•-��.
'7jI7IIliilStti��
FINAL DRAWINGS - FOR
REVIEW PURPOSES ONLY
421 FAYETTEVILLE STREET
SUITE 400
ID
RALEIGH, NC 27601
0
T 919.380.8750
F 919.390.9752
www.stewart-eng.com
z°
FIRM LICENSE NO.; C-1051
v
STEWART
0
a
O2011e: AN doamend.M mlo letio m.W,ding rnrnp.Anr flies, drawe.ga, no tpwftwms prm—ed by
Stawart Englna Wog,"ate imbumeMs.< prnPotttwml waits Intended Ware-ynm uen. They .re abdeet.a
enpyrtght.nd other property rqM laws and "I remain the p.operry of stewed Brgl—ft, 21 . They.hell
not to be milled, modMtl, cr changed In any numer wlvt,oarer nor assigned to a third party with-t prior
.ft. perrrrl". of soewert fivneen.% rot.
SILER CITY, NORTH CAROLINA
CHATHAM
MEDICAL
OFFICE BUILDING
PLAN NORTH TRUE NORTH
NORTH
PROPRIETARY AND PRIVATE INFORMATION.
THESE DOCUMENTS SHALL NOT BE DISCLOSED,
DUPLICATED, OR USED N WHOLE OR PART,
FOR ANY PURPOSE, OTHER THAN N
CONNECTION WITH THE PROJECT UNDER WHICH
IT WAS PROVIDED OR DEVELOPED, WITHOUT
THE EXPRESSED WRITTEN PERMISSION OF
PETERSON ASSOCIATES, P.A. AND THE
OWNER/MANAGER OF THE FACILITY NAMED
ABOVE.
FILE NAME Q:\C9006\ C9006-0500.DWG
No
THIS DRAWING IS NOT TO BE SCALED FOR
CONSTRUCTION PURPOSES. THE SCALE WHEN
INDICATED, IS FOR GENERAL REFERENCE ONLY.
PROJECT NO. 3380-00
DATE 06/26/09
REVISIONS.
08/04/09 = DWQ STORMINATER TTAL
---------------------------•-------
Q------ ---------------------------
;TORMWATE:R
MANAGEMENT
PLAN
C**600
DRAWN:: MTJ/ACF' CKID: RFIL
APPIr'�rr—'
Cons;rurut;�r ',- arc�ri. , it Documents
require, bf th r to; m star rrt ' esP documents is
ruls�s rertteire ti�a? fete ;: t'lorth Carolina
Ins ,eCt ;sari ` J T ,"r!;;r :syste- de5i 9ner
Ian; P °nd "-tacs, and , ; ,.::. 1 r-gn(ormitY with the
stormwatc�r rules..! i 1:"l`r�i cr: wily fhe
Per S 7V 5�C3'�O/11)
_ r jate-fs�zvio9
—_—._.--- --tic.. D;uisir,
sheet # GS � _- - n o 4Nate/t�/�ta�fity
- - -- --- j -3iGr Date__/ L

e l oae o
�Sv✓.S�R 070/
a
L6£L'0i78't,OL :auoyd p
\
o
o
Q
'a o le O— awa=o m
N
o
9ZZ8Z u.l j u-P N 44 1 HJ
90Z ales
an1a4 aaluaD a4eaodioD 0008
saoiaa4ui
buiuueld
aanauailyuae
z F— 2w==-=w z
o�
r rlr U c »a°w�� � of o
O �uijoz�� Lj�IoN �i� Tajis amp w�� Cl)� O OOE'Of
U h¢KZK0 O
2 �� ��' } U) SL£�# JOTUOD SISKIBIQ 40 JOUS y2wyw =o o ( o w � Q a z
<� Z. z o� m �v U) F- Z a
=wo°�_ z
ti = 0 Q � z
i;Q O a=�'<<z�e LU J ' n
w=ra > �1 = V /
O `SiS�j�iQ �LiilO.iUD <of
o� a a w F LU
m C aLu
R 1. w�=w °� 4L o q cn
U
I� NQUFLLU� V/ Z
aan��a�i��adwat,l0
.
'/ rrrrrr,t� a
W
(n
=
SLL�IW0
�UInKa-�•�
a`a Oa
m °
o
�
N
N
w
U)
U)
w>
>
Q
O
N
I
1
I
I c�
to
I�
w
z
U
w
Of
fy
Z
Q
O
N
z
O
N
O
a
Z
z
F-
a
of
w
3
a
w
0�
a
(if
O
m
LLI
0
m
ly
O
W
N
z
w
z_
d
J
W
W
V
o
ow
Z Z
ULLJ
�J
V
}a
O
M
z
m W
W
I ;
W N
p
W
o
WI
�
1
4
W 0
�U O
W pQJ~ z
z < U5 m _J
(!% V '
0XQa V) m Q U H
LLI
OOFJ Q U,0F=>a � 3
W W Q m J
F~X� m FN-
F'
W W W N L4.Z
� m W J O s a
a m
ELL] Q N Q
MF— M W Ow
J _r p z
Q0Y0 �F Na
U
' �nV QU �_az2
~o mmQ3�-w
zo QI-o-iN
U W E Z Z O O D
O Q W O U W O
F a_
O ZI=-J <
aoo000W JO
OO L N
ro
II
W w
as
00
= J
V)
0
W In
ao
e
a
w
La
�w
M0
I o
:
a0 z Q
W !n
m
O
Z
z)w
oX
2
N
Q3
w
Xw
<wo
zWW
Z �-
WLl
F-
0w3
J
Q
o
mQw
w
wNLLI
0
Ww
w
aoo
m
m
J
LLIW
[ifO
OWN
0 Ul
LL i
0
�
I
Z
w
0
N
LLI
}
O
m
U
Qa0\
QOOVim
}
m
Q
w M
NLLI
Z
Z z Q
(n V) 0 (nn
J
z
2
W
m X LLI �
X I\Z� Z
F-
X W Z
�co LL.R0
J
�
ZC)wZ
0
I LOX
W'
H
F
a0 aM
En ccoo, ro,
N
m e ri fi fi
N In In N Vn]
I I I I I
7 �
_z
Of
z
w
_ U
J zpz
w I FO
'a¢.
�awa (no
C ZOJ O®
nF
:oo
l w ww
In Ew
-oo m<
»0an
w U
¢
M
z
O J
w
M p
O
K
U O
N
LU
J
N
w o
w3
N
V)0
1
J
6
J O
IL
J
z
Z
0
=
In
N
w
3
x
3
h
a:
z
O
F-
U
W
U)
J
Q
U
0-
z
O
H
z
W
cr
O v
m 2
Q
W
of
Q
z
0
F
Z
W
w
0
m
z o
N
V) n
F �
Q v
J of
D W
V)
p �
U
Q N
F- Z W
z w O
wa
X
Mzo
W rn F
fn o: Q
LLJ
Q 00 W
Q
w LLI U LU
Q Z
O Q
o C) 0
d' O Q
H U
O Q 0
p Z L N
~ r
_ O m
0 z
Nw Q
Q Q W >
o p U LLI
W QJ
I J
afw Q
w O X w�
= W Q
N
J pF z
Q O
w
``' a m orP
w 0 of Nm m
fn w J o
Q NO o m
Z li
p C Wm o
W p > aF-
O
o a = m`' o
O 0- m
w
X cn Q W O
.. W 0 LL
m w o aw
d N Nd'
Q J n QJ Z
Lr) � W =
J d z Q W U
o <� o
n Q o
m J W >
� <n a wP
(n W Q W
Z- Q QLLJ oo_
m �
m o �C
U)
0 w F 0W 0
W M Z zm x
H w
O w Y w 0 Up w
w
Q 0 O FO inz O m v7~ J
W F w zow 0
Z O U J m
W � w c�Q
C7 V) m
O w o0 z �QLLI
m N m pp
w
N r7 d"mN
Q
N
L
N
w
-
N
N
N
U
Q
c~9
U
N
L
U
O
O
O
�
N
N
N
0
Q
Q
61
1L
U
n
U
In
In
In
U
V
u
Q
N
3
(n
m
Z
N
N
O
3
Y
L
UI@
N
i
s
c
O
L
=
N
t
m
3
�
>
3
L
9
K
c
m
O
=
E
V
U
�
z
z
Y
N
z
N
0
~
0
p
n
o
K
U
_
N
O
Q
t
=
E
Q
_
3
c
N
4
L
Q
u
E
U
U
9
E
n
z
N
a
a3
>L
Q
g
Z
u
m
m
m
�
>
m
U
to
li
j
///
wu
W
a
Wo
II
1►1�yy
��j
U
/1
i�
I � 1"• I 1 I„r; �/ 1 1'♦ 1 '1 l Ill I.'V.tr III /i 14'lf 1. 'I .. ill l'\� .

GENERAL GRADING NOTES
1. ALL DIMENSIONS AND GRADES SHOWN ON THE PLANS SHALL BE FIELD VERIFIED BY THE CONTRACTOR PRIOR TO
CONSTRUCTION. CONTRACTOR SHALL NOTIFY CONSTRUCTION MANAGER IF ANY DISCREPANCIES EXIST PRIOR TO
/ '`� r: PROCEEDING WITH CONSTRUCTION FOR NECESSARY PLAN OR GRADE CHANGES. NO EXTRA COMPENSATION SHALL BE PAID
TO CONTRACTOR FOR ANY WORK DONE DUE TO DIMENSIONS OR GRADES SHOWN INCORRECTLY ON THESE PLANS IF SUCH
i `,l NOTIFICATION HAS NOT BEEN GIVEN.
� 2. WHEN HAND PLANTING, MULCH (HAY OR STRAW) SHOULD BE UNIFORMLY SPREAD OVER SEEDED AREA WITHIN 24
r r _ ;D HOURS OF SEEDING.
3. DURING UNSUITABLE GROWING SEASONS, MULCH WILL BE USED AS A TEMPORARY COVER ON SLOPES THAT ARE 4:1
OR STEEPER, MULCH WILL BE ANCHORED.
PROPANE
TANK
4. EROSION AND SEDIMENT CONTROL DEVICES MUST BE INSTALLED AND INSPECTED PRIOR TO ANY GRADING ON SITE.
PLEASE CALL FOR AN INSPECTION.
' ' rf 5. SEDIMENT/EROSION DEVICES MUST BE CHECKED AFTER EACH STORM EVENT. EACH DEVICE IS TO BE MAINTAINED OR
/ REPLACED IF SEDIMENT ACCUMULATION HAS REACHED ONE HALF THE CAPACITY OF THE DEVICE.
f' 6. ALL STORM DRAIN PIPE MATERIAL TO BE HDPE UNLESS OTHERWISE NOTED ON PLANS.
ASPHALT
PARKINGI.OTfga �� 0��-fir
1v00 � ;; 7.ALL ROOF LEADER DRAIN LINES ARE TO BE INSTALLED AT A MINIMUM OF 1% SLOPE. PIPE TO BE N-12 HDPE TYPE
f 1 - co S,,OR APPROVED EQUAL.
/ - SITE VEGETATIVE BUF ER f # 7yQ78c, ¢ ASPHALT
/ PB 2006, PG 398 I { 'O V A KING Lc B. SPOT ELEVATIONS SHOWN ARE PAVEMENT, GROUND OR GUTTER FLOW LINE, UNLESS OTHERWISE NOTED.
A-FES-IN "" % Y
RIM ELEV = 591.01 r' � �--�� � T9. HECONTRACTOR RECOMM NDAT ALL OBTAFOR IN AD NG AND COMPACTION A COPY OF THE REPORT OF SUBSURFACE INVESTIGATION (IF AVAILABLE) AND FOLLOW
J/ - - ��.. ji` �� 10. CONSTRUCTION, MAINTENANCE AND REMOVAL OF ALL EROSION CONTROL DEVICES ARE THE RESPONSIBILITY OF THE
I f
__.F 4 FES OU' SS OTHERWISE NOTED.
55 LF 4 RCP 0/1. o - RIM ELEV - GRADING CONTRACTOR UNLESS
�� ' INV IN =89.11 A�TEwraa �� 11. A COPY OF THE APPROVED EROSION CONTROL PLAN MUST BE ON FILE AT THE JOB SITE.
STORM NOTES
DEMOLITION, AND SUBSEQUENT CONSTRUCTION OF STORM DRAINAGE FACILITIES SHALL BE PERFORMED IN
6,A-CB i 'j � ! ! `I �� `��- ��;f/ � ��, � SUCH A MANNER THAT THE OLD PIPE AND STRUCTURES ARE REMOVED AND NEW STRUCTURES AND
5 1 BRIM EL �V 7r' 80.80 - _ PIPING ARE IMMEDIATELY PUT INTO SERVICE. CONTRACTOR SHALL ENSURE THAT STORM DRAINAGE DOES
r
i`
\5P.20INV/,bUT =r�7. ` T 86'• NOT REMAIN OUT OF SERVICE FOR LONGER THAN 12 HOURS AT A TIME. PROVISIONS SHALL BE MADE TO
/ BC 1585.99 E 1 MAINTAIN STORM WATER DRAINAGE DURING CONSTRUCTION.
--� _ / 1
B,W 1582. 00'
y
4 F ' •� ', t r
81 i a 20 LF 15:"' RCP 1.00%
6 JB
_-=�- 5 1
AIM ELt v - 30
` �• \ 5 0.8
INV IN = 57�7.60 (�t--CB) � 1�C 581.80 � ;�
INV OUT - 577 C, 8 0 W
r�
'• 1 RAVE °'` -
STORM DRAINAGE CHANNEL TABLE
SEI CONTR L POINT #4
8
? I .;• DRAINAGE•�CHANNEL 1 E=1875494.334' (( ROOND)
ELEV.=590.52' J
f'
f
`
85.
8;
i
' 3. TC 4 CD H
8610
J
W
Channel
Bottom Width (Y)
Sideslope (M)
Top Width (W)
Lining
Channel
De
FT
Velocity
1
2 'FT
3 ;:1
6.2 iFT
CURLED MAT
0.
7
':FT
3.02�FTIS
' ! BC 5al'.30 i �' BC 584.00 f rn B-FES 6N LINING
\ ; I f RIM ELEV = 587.fi71 M
i TC 2. 0 583.1 TW85.50INV -
Bc''Ss2.0o 583.5OUT86.on �1
' BC 85.OQ
/ TCb,82199 I [ I !
BC82 49 OH 0H
-0 1,
TC 581.90
- BC' 580.8 4 '' _ `-
S x
C: 582,
5-CB BC 58
RIM ELEV = 578.50
INV IN = 574.05 (6-•-JB) N I T
INV OUT = 573.95 __ ..__ t C 581. 5
23 LF 15 RCP 0 0.87%
4- ADTIC
RIM ELEV = 576 00 f' T 581.96 5
INV IN = 573.75 (5-CB)
j
B 581.46
BC 58
t
INV OUT = 573.5500
-
19 LF
15" RCP
@ 1,61
\
\
TC 579.84
I
j
3-CB
BC 579.34
RIM
ELEV =
579.50
on
INV IN =
573.25
(4-AD)
INV
OUT =
573.00
TC-
2-JB
TW 576.50 `
BC 581.97
-
RIM
ELEV =
581.00
BW 570.50
N
INV IN =
572.25
(3-CB)
'
581 6
S r.4O
INV IN = 572.50 (7-AD) -- - -.� ' C 580 86IL
C 84.
NOTE: SEE CHANNEL TABLE FOR PROPER
' ` 13 LF 12" RCP ® 1.00% DIMENSIONS OF EACH CHANNEL.
'
i..
� r
•
r
14.50
' 586.
585.40
i
_..�...�M�r•• ,obi :-._
--vj
-
jam/ • ` • I% • ��� •
WN
�sI _ '
0 582.
- -
000 wow
- it� 1%
•
-FEs-=OuT„ STORM DRAINAGE CHANNEL NOTES
;- RIM ELEV = `5$7.53 -
INV IN = 585.87- 1. DRAINAGE CHANNELS ARE TO BE USED AS DIVERSION DITCHES DURING CONSTRUCTION PROCESS OF
�- 3' WIDE X 4' LONG PROJECT. CHANNEL LININGS ARE TO BE INSPECTED AFTER EACH SIGNIFICANT (j INCH OR GREATER)
X 9" THK CLASS A '� RAINFALL EVENT. IF DAMAGED, LININGS IS TO REPAIRED IMMEDIATELY.
RIPRAP DISSIPATER PAD 2. CHANNEL LINING TO HAVE GOOD CONTACT WITH GROUND SO THAT EROSION WILL NOT OCCUR
BENEATH THE CHANNEL LINING. IF EROSION DOES OCCUR, PROBLEM SHALL BE FIXED AND THE ERODED
AREA PROTECTED.
t
3. CHANNEL LINING IS TO BE MONITORED UNTIL GROUND COVER IS ESTABLISHED.
1
'kr S
i
DRAINAGE ;CHANNEL 1 '
1 l'1 I
rn ;
CIO
10-F,ES
\ ` RIM ELEV = 58 .76
!NV LOUT = 57 .80
I F;
X 22 THK CLASS B ` �' \ \ ` '_ / 1 ` -' BC 580.64
RIPRAP DISSIPATER AD -� !/ _ -
5 % \'' '\ 1 © !mil �' Jo�I���a Qr✓o
20' WIDE X 20'`ILON \, ` / / 1 99.LF
X 22" THK' CLASS B / ' 1 /,' / 8 ,, HP 581.50 187 LF 18'\ RCP D. 8
RIPRAP DISSIF�A PAPS - � '`' � � � � ` � �
. � ~- � 1 , / � � HP 0.50 � � 81
I / f 0, 58
EMERGENCY SPILLWAY /// f �./ 1 BW 576.00
U
r lRIM EV - 57i.29 ! ,. / j -qD i RIM'LEV=-580.50--
iNV 1N 568.5i0 (2' JB}� / / y, RIM ELEG=,579.50' \ -JNV IN=%578,10 (1O-FES•y
6 INV/NN = 574.6D.�(8- D) r 8JAD '��. I`NV OUT = 578.00 ��-
/ B M,/ NTEN E , / i B 5 1.36 /6 \ _.. RIM ELE 1
I V OUT � 5 4 50 y�=��9.50 s
ACCESS EA MEN ` % o ,� INV IN - 5 9;=AD -� ;= / ` \�
f
(: )
o INV T 576.1,5-
f DRAINAGE X
75 LF 1 g" RCP A 2 6 /% � �r � �fc/ � Low AREA DITICH-
g� 1`
r y _
-FES-IN`'
D-FES...-OUT ,, .� -
RIM ELEV 577.75
RIM `ELEV - 573.25 LL\ w. INV OUT - 576.50
/ -
I l , fI > NV IN = 00
C 1 GRADING LEGEND
j t _ RC ux
i i / '_ i "� - EXISTING SPOT ELEVATION
+ (34.50) -PROPOSED SPOT ELEVATION
44.50 - 44.50
TOP / BOTTOM of CURB
i
'-p-
1 i
- TOP OF WALL
• .rt h , .- , ; ... , r y,l . `� ,-� �--- ... _ .._ at _ _ -.ice .t Vvl', g-' .._
-
I BOTTOM OF WALL
5 ,
F3W 44.50
r ,
,
EXIST NG GRADE
m,
Q "�:�` �, R
4 WII fE X 'S I.ON ,... -
.X 9" THK­ A ]_ -: - E
.�. � ,�--r. �,,,�� .~ ._ _ r,- `.�. _ a-•.,---�»�~."" _- ��-^•---'----� - 3 4 50 PROP DSED GRADE
i _ _- _RIPRx P D15SIP 4TER a -- "
�
j TF•�NSFORMEI - -- 5�_-
yya
,' % - .. = " _ -' =-- = _ -`Uw
- _ �`- GRAPHIC S� C ALE
// / _
ram' /✓ .�' �
! • _ - -
Ai
I IN FEET )
1 Lich - 30 ft.
petersosc iates
Architecture
Engineering
Interior Design
Planning
2115 REXFORD ROAD SUITS Soo
704 364 340o
CH,RLOTTE,N.C. 28z11
Fax 7o4-364 �80
REGULATORY
REVIEW
SET
111111111111IE,�'''i
15834 Z 4
"'a4UL LoR
"1"1131111111,
FINAL DRAWINGS - FOR
REVIEW PURPOSES ONLY
421 FAYETTEVILLE STREET
SUITE 400 ID
RALEIGH, NC 27601 0
T 919.380.8750 Ti
F 919.380.8752 z6
www.stewart-eng.co
LICENSE NO.: C-1051 d
WART
STE
O20g9: All documentaam oletrytprta h,arrmrg ewrratr er NaS, dnwhpy, a,tl apeNgmtlane preparM M
Stewart EnplroaAg, hh irk Inatrun,pr� a(proteaeWr,el service Irnmtletl for ppe-bme use. Thav are waie4 to
oaplalght and o0wr praperty right lave and .hall remain III PrapertY of 61b Rrt Bglneering, III They Shan
net m be road, motlmed, w changed In" mamar wharhoe.er nw a-lpnad to a thlrtl parry M-t I,
an Wen pa-aaafprl of ilawat Elgln rig. IM
SILER CITY, NORTH CAROLINA
CHATHAM
MEDICAL
OFFICE BUILDING
KEY PLAN
PLAN NORTH TRUE NORTH
O�
(NOITH �y
PROPRIETARY AND PRIVATE NFORMATION.
THESE DOCUMENTS ENTS SHALL NOT BE DISCLOSED,
DUPLICATED, OR USED N WHOLE OR PART,
FOR ANY PURPOSE OTHER THAN N
CONNECTION WITH VHE PROJECT UNDER WHICH
R WAS PROVIDED OR DEVELOPED, WITHOUT
THE EXPRESSED WRITTEN PERMISSION OF
PETERSON ASSOCIATES, P.A. AND THE
OWNER/MANAGER OF THE FACWY NAMED
ABOVE.
FILE NAME Q:\C9006\ C9006-0500.DWG
THIS DRAWNG IS NOT TO BE SCALED FOR
CONSTRUCTION PURPOSES. THE SCALE WHEN
NDHCATED, IS FOR GENERAL REFERENCE ONLY.
PROJECT NO. 3380-00
DATE 06/26/09
REVISIONS•
Q 08/04/09 - DWQ STORMWATER-R�TAL -
C3 RA D I N C3 A NI D
DRAIN14GE
PLAN
C"500
DRAT MTJ/ACF' CK'D' RPL
ApptiDved 'Storwwator Permit Doclulnents
Constructicr. if, au;coi c:dnce vvith these documents is
required by irr• stormwaler n%r�?it. North Carolina
rules require that trre s(prrl•l,l;r,(t.f syste!n designer
Inspect dunna ca!�str,:.'eH It „ci;':;fir C.or�fcumity with the
plans and specs, and Teri i.c,mPhar"..0 with the
stormwater rule... { "-1� "r;F•, %!� tCtf�_9 i)) }
Permit 5-AVSO1 O lip
by. �ti 7ri is+r, of VUate fality
Sheet # GSO E% r :yvrsinr, ate
e- _.
e_ -

MCCOV817U :auoyd
9ZZ8Z eugoaeD 4:PoN 1a110IaegD
90Z a1!nS
ania(l aalu@D aleaodioD 0008
sioiaa4ui
buiuueld
aanlD@I!q:)ae
ain4D@I!gDadtuau0
0
J
Z
00
c Z=o
z
OLLI
Butjo.IBD gjzox `xjiD .IOpS
SLR£# -INUOD SISXIBiQ '�!D JOUS
�77 `sisfijutQ 'euljono
t
Q
Q
p
1"
¢i<zOU
m
\
ZULL 2w F_
Z
'U)
\
LL'U U7l�U
�2xx WO
Z
/V,
LL
as aLLa
in
_
=�
o
0
zwwu,-=o
>
o
.s
3a<=aoz
aUUUZm Uz0
�(1V
IU307)
,QUr
_U72Uzx
LLNUW70
O
C)
a�alloa
N
m
N
N
N
Af Y ? -2 S-yIj AD C-;zC.
0
N
0
O
U
Q
LV
o
O
Q
Z
L
Ljj
co
O
ui
Q~
2
Q a z
Z UJa
::>
Z
r
_ 2
as
LI
F-
MJ
wU
=
¢gym
LU
�
W
aQ
w
O
.
A
..
.'r• Y ...yr ! I

a
Sv�/�o 9v-701
L6£L'0t,8'fi0L :auoyd
p
o
g
o o U
Q
eulOJe �10 'a}}oae
O —
<wa�o�
m
-
o co Q
w
9ZZ8Z .I u N 1 u�
90Z ales
aAlaa aalua:) ajeaodao:) 0008
saoiaa4ui
5upueld
aanpaimie
.aawa„ve.aa=�eonw�ae�au..
w6 mpau�,ew�.oe�°,s wpowpa,epmaya>>o
fie3 1.x .p ---- aWu n AYaewe:ay,o ue
o µ6utem
- w'fiui.aaui ,3 W�'als
' w fiufiipnp�u lesuol�l�>t�Vue sluaw tl600L6
LdVAA31S
a
TSOT-0:'ON 3SN3Dn NNIA
u
wor8ua-Ne�ulaas•Ixxlx�
o
z
Z5L8'08E'6T6 d .; ..
v
05L8'08E'6T6 1 ��
I091Z ON 'HEJI3lV'd
004 aiins
13DIUS a-1IA31AkV3 TZb
Z ~ zU�QO�F \ N
A( O L'LITIOTL'� Lj�ION `�T� Ta[TS Q��'Wwr'w w CN
o o Q
0% Vt�=} ~ za ua sis� �t t �a t wwa=°god Z W Q zco
,�,, �, O Z ��wy�a O _ ui Z
�y 1 G� 2 J Z O yz Wiaz�E O Q
<> >-t
O ��� `S1S�j�iQ �LITjO.��� zJ Wz 0 a W U
3W�=0==� W " w w a w
qa s~az 3�� d < i' = W
10% J LL Wo=WLLo3d Q f— m fn 2
a-
=LL�=w=�
o
o
Z
cn
�
w
� Ln¢a�o
W
W
0
a
as n��a�i O
aaQ�oa
N
o
V
?
U
N
•��
•
U)
d
I
a
z'
o
r-I
U
t.O
kD
u
O
11
Q
O
L 4
N
N
Q
o
�
L
(U
-0
C
>
O
O
U'!
O
a
A
ell
L
III
�
l T
I
r
U
rn
�
NV
�o
O
0)
t-
L
f11
1 Q
O
O
II
1
I
V ,
I N
N
n
r.n
I
Q
,�
n
I
O
L
O
Q
Q�
E
U
O
U
�.
Z
W
J
OJz
U�
0 0
o Itt
o r-�
rn (C)
Lo U')
0
2
00
C7
CD
CY)
N
N`
J
0)
N:,
N'
II
U
�
N
U)
co
W'
�
II
:O
co
J
M
a)
T'I '
Q
�
Q)
)
cu
O
C:
}�
cu
L
O
CA
Ln
C
E
O
CD
J
'�
LQ
r
�
O
C
M

, ;
.
, , ,7, -'.,_� ,.. . .- -1 - - -
. z .:: - �� , : - .. i. : : " , � , . I " , : � � � _: - - - . �. I
mi , .- j � � � ! , . .. . .. , ' . . . . � _' . .
L '. " .. , " ,., , ,�--.- -.!,: .:� �" ", , . . : . �� . :t -,,� 7� .
. � I . ­ , - - L : . . ­
rn qp 1 o 6" j T7 S','hlS_6'70_7 () (
>_
0�
0
<
WW
_j
D
5;
LU W
(D
w
LIJ
w
9006D,OM .PDfD-Jd 2
rasa
.,
.4 1,,,. W�
LM I j 21
LU Ou r-; - �
0�
_j ,- E 1 Riga
0 Z P %! __ 0� 3 i �8,1
%J1111111tif" LL 0 V) ,4 4m Ci 0< $ i ,,
%, 2
% ,
LLI c:1 c z 3
% %I'j�l,"I 11�
1
I. -
I , --....
.4�-��- (D U) >0 1-h
I•% 1 4- �� 0
cl �'O W 0 U iijfl
- - ` (a
:,r, "
ca V) W I. -
= 9 I . _j = 3: w I lj_lt� 3:z
_11 t:; u W I I 11 i
- 00 a 0 rq M
= LO .. _j _= 9 ::)
� ..�. :.Z) - "_ V)� � ,-- .-. I � !aJz�
4.;
"Y'. F_ 1pa�g
k,
e go'%'11�� < E ii I k B� .�
:L 1w . fi
. fif-l"
w M712
is, i,t
�FUJ
.AA
j tat
0 a H I
/
-
"I
� ... -
��
- , - - . ,�� 5,�, F
- -
,
. __ __
-- _.
., ,
_ - _'.. .
,--
- __ - - � I/
­ - __ ,� .�
- .- __1 ", '. " , //
.,-. - ", - _�, ", " I/ /
/­
.
- . -
N, ____ - -
— -_
. - - - - I .- ­
-
_ _
-,
� - .I- - - ,-- __ -
__ ___�
1�' -, __. - -
­✓ / I / / __ ___ ­ - --- -- -_
.. -
- I' --- -,. --- ---
II'—
_..
`, - 1\I,
/ z/ I1; " ,,.j,
�-
,N ,�
- I 1� " -A0�C
1 / ; /? �
"
.1 I �.__ I
I , � - .,� " " "
_-L � �, / / l ___ __ . I -
- ,-- -11t
'-, / !
- , ; � _ - '­
- . �, " f I , _�_.. -
- � � 1.
. - .�
"" 7-- / - - - - - �,,.- ,
� 1-1 / \ I
- " q
I
_-- - - `�I ,,� \\ \ ,,,,, 4y, I
�, I - I., ly f -
- / ..'.
� - _ I 1�1_� -, \ \ 11. I ��j __-� , I I I I
- \ I .1 x Jay
I I
, '..--
. I
11 -11 \ �� \ \ , ;, �
� \ \ I /
� I /I- / � ,
X, 1\ � I � I I
,
�.
11
.,.�� .
, � ., ,
11 \ , / b ,
� .
/� >X/ . / L'" '.­
.-
..-
/
. -
— —, --- __ __
�
--,/
- --- — — — , ­ .
-
--
_. ._. ,-- ­ ___ __
— �
%_"- - -
'
I Y L \, ,
,:- "\, � - .- \.,
i __ 1,
. . -
..
�
.i r I rat . /
,
I 'N
r � \.N /
," - .,
I � I . '!
- ,
.. .. ; I
,
�
,
. 7
\
I,
... .
. I �
-
-1 , - I
� L ,.
. . � , \. ,
. 11 . I
. .
. � r�
I- 1 -
­
. , /
, ,
r '. -
F ., // ,� __ I , � , I /
� � ,, :
.. . � // .
Is
HN
11�
8
2
H
to
�ve
m
OL A4J
r!�,�. I I
�__ I
,
_� ­
- 1, --- -;�"
I
L � � " I I/ -----,--,--
�
%, I'., - __ - - -�
1'\ 1. -
"r . � I..
- / �.�, 1, 1, _-- ­­ __ ___ _ _'L I
�,. I-
w
I
r__
LUi11111111111111111111111
(n
(D
_j
4eft
Z
.j
Z
<
<
w
.
<
mi
a.
ru
Ix
>
a
^
w
$
eq
5Q
�4
C4 izt 4
P - -
U.1 &4 0
W QD
u t N
m 4.0
n . I 2
� 0
a — .q
C4 1-4
0 Rr
I
/I%, -.,-. � �
- < " �, 'I'L .- I \ \
I
�1� X�
-
.1
-I,--
__
, ,
I I �
\ , '�-
, k / ./�, , -, -��_
.. , ��
, , , , �,
\ � I .
" \1 I \ \ " ­- �
_ , — I \ 1,
— __ �
I -
\,
\
I
I
\ �
- - I
— — — — — — — — � -1 1. X — — — �11
- -
i -1 � 'i, ­ �1,__" � /ct--,----, 1
" . , A-t- -
�
/ / I/ f / I \ 11 � .1 �1' \,> -/ 11 11 ! ! / / , 1-1 _<,� �f�_., L I I
- - ,
.- / / / / j — _,�, .I-- 1. I/ / I I !_�_ -1., ­ \ 1, ______ .; I _ . i,
/ I , / 11 "�, � . / / , / -_ \. I !
I
1, I . / / J/ / I � I -
, , I I I � 1,/ , --�—,:,�__ tj�, . \ .- __ 1�7
r . , / r � *411*� 1-1 ;,��,, __I_f� I I" I I
/ /I / / / / / ! \ I �, / / ,; / a il / / / I R �-t , F,
I - z . % � ,_ �
k
/ / / I / / 11 , / "'li , ,�,, ,�, ,- 4-- _ I - ; -, , / I 1_� . / / i t v � ��
I 1;)
,
, / , ,
/ F. 116C " , ,; / " 69� - - ---!- �,\ I
. / / .2 / i ! i � \ z I/ I/ / , / I / / / / , 'L#V 40 / ,/ / - ,F , � � � . I I-
11 I . ; N, , � p , ,�� 1.,41 . . / It ��L()Ck R, Y . -1 11 tf�l 1-1
21 'r / 11. , I I �11 - '11� "I 1-1 / / , / / � 0, P .9.� -1
I f - 1-� 41/ � � ; %1� , . J
- - -
! / / / I - - - x I/ / . I , � G. , , 41F .�:,�? . . , 01
/ I- " / I/ / / '. I" rl/ / / 'y ',-
: I � --- _�
. .1 / / I \ , � �/ � �, 1�' __� . I I . - _1-1�1 r
I k N \ / z " / "I -I- / I 11. . . L . ,'�x i ,
/ �!
.-
,
-,
I � i
I I . � \ _�
! I . ) ,
; _ I
�
--
.
11
I
I \, 1-1 ,�, -
11 \ \ -
\ 1� , I / / z / , / z
I 11 I � / / / I - \ _zz, - I
11 , - L , .. I
\ \, 'L 1�1 /I I/ .- / / / / / / /" \\ �1_ I/ / "', - /' , ,
\ \ t 11 � � I I __� . �', 1� / / / I I . I- \ / / . ( , N / � , \1 1�_ "
\ \ \ \ \� --_ -_ ,_ �, 1_� z , / / -, -_ � I \ -1 ) \ N \ "' \ 1�1\ '�' L-____
--- -_ -
\4 I
. \1 I N11 1-1 "I I / / 1 " , \ f / - -- � I �, , 5 �_�_� -565
\ \ �, % \ I- - a , __ �, x / / I/ I " < M,
� \ \ \ \L \ -_ x t � \\ , i \ \
I L \ ,
. , \ - - - - - I,-
\ \ 1�, __1 _' -_ / �, �, I / / ,- J -- - I I . I �, �
I
t
. . . I I, -_ --- - - . \ " . z �
\. I , \ 1_� -,, __ __✓/ . / / , -- / / - /) I k } I \ - I - - ;:7�' !ram -- - --
\ \ 11 __� -, _� / / I f -- ) I \\ - \ ti
�iN
� I __ - - - / )" - I j
/l
,
� I 1� I/,11 , --- - - 1, )`i �,`I , --- - -_ -_ v I I �, \ I _�
1� I 11 \ \ '\ _�, 1\ - - __ __ / / / / j ., � � % , L , - - , , / i I I -
11 \, \, 1, - __ - - - __ __ - - _ - ,-.- , - - / / / I \, % \ . _1/ I 17 \
L \, __ - - - __ - - . I f!
, -1 , \ - -
� I � L __ - - .. . .1 1.
-1.
__ -1 _� i i I \ " , N " \ 1�1 - / -/ ff 11 /I I , ­_ -_ -- -_ .- , I
- __1 � � r- "I, '1� - ,
- - - --- - - - ­ -_ -, _� "I / I �11 � " 1, \ \ / - -��,/,' � . I i � , -�, - - -- -- \
- - - - __ - - __ i I " /I - ,
- 1/11, , \
"
2 I
,
-
-
__ - S__ - - - -- / .-_ � - � - - - __ - .1� �_ _/ -11 ,_ � I \ ( 11 / � I \ " \ \ -, `max
�, \.-
__ " __ / I / \ -, ,� - -_ "I
.- __ - - I-- / � I � ! - -11 \ \ _.
,/ \ I / L 17-1. - I
..
- -
-
I I -1 -// -
#1 ,
\, _� __ 1� / 11 '' � - __ - ',' ,/ ; / / I I N, � - -- - � \ _,-- \-----. , " -,
__ - _� / / i I I
� _,� �, / - -- - - I _-__ ­ r '. ._ -� I / / / / , �, , - --, '\ , '\ \ \ I --- -_ .1 I.- I I
/ I/ /_ _ / - __ I __ / / / ,,, ,- X ;- - , - . \ \1 , -
"
, - � - - / , - - -_ 1, ,/ ,Z�,� --- I f �\ \ 1� , —� I ..- f / � - . _ / / / / / , 1� \
.-
�
-, / --' � / /
­ �, I / / - - , � 11 / � ,_ -_ /// -_ - -_ -_ -_ -_ 11 / / /�� � , / -_ �, I 11
\ � \ \1
11
1-1 / - "I 1�1 - __ / \ / !I � / , I I . I
1� - - - __ " - - •- - - __ -r- � / / / / / . I I %
_� / / " -_ - 1_� , / - _1L -_ - - -_ - - -_ � -, / / I / / I -, - 1� ( � � \
__ I'll z � - - I/ / / / / z - � - //X / / / � . _Ir \ \
?I
/ / , / / / \ \ \ N \ \
/ \ . ,
N
—ij
U-1
or_
. -
. , I
'<' --'
•
I ! z �, 1?/✓-
't t . , � I // 1, //, , __
� .
% . f,i � / � . "/// '//,"."//�//,� -
� \ L � I i r , p /� _� _ ­
- I, I . i � . . ,/ / / X__
I ,­
! i �
i I 1� , , I - 1-1
/I
� , . !'1;'/
i 11 / i , -1
! ( . i I ! f / I f // r ,� ��,,,- ,-' I � , 1�
, I I
I i I I
. �
I ,
I T I I w j, " �// '/
; . ,r — -
I , / , / ) //// / / / /
� � . I / f i . , // , - I � " �_ , , . / / /
. i I / I 11 I � I .� , I I - / ,,,- - / / / ///
/ ` i . , , x
f I 1 ,/ / / / I /,J/ I / -,
I I , , " ,I . / '?�,�//// / I I
� / . " I I / / / / , ,� ; , /// - �// I , // / / -
I I , _x z
, . I �, //,� " // / /,// / /,
I 1 / / � " I / / ; -i , ' �,
. , / / / I I " I r // . z
jr /I I / , 1; , ; / z, .I. . 11 fi z j�,- ,- �/ , , - / / / / , ,� i
, / ,.� / / . 1. / I X I I : : - . // - �, ,/ / // / / /
01 -1 / I " 11 " / / _�- ,� I -, ,e ; . ,�., '... . ,- ,- ,/ / // -1 , 1_�
I / / / ,1 , 1� I 1/9 /11 "I , I 11 /-I/ / / / z ', 11
/ / I I. I I � / , , � " - � �' � , / , I/ / �,- -,-,
if 1, , , , � , / , . /�, - -� � -
/ I / , / ,r, I , . " " . _ �, , - ,/ /' , - I
�-
/ / ." " / . "I ',,y 'I" �_ � � I ­_ 1;, I ,,�, I "I I / / - ,-
`/ ""I ." -- ,",- ­ - _.�,, /." , . " � /, � I ,-',/ X,/ , 1� "" �
�// z ,/ � ,� " 1-1
. , � , '_'.
, ,-
p
i / '. . .. '.. I � , 11 I /Z.,-��- - , --- -- _. - I / I / � z I 1-1 z
. 'r .1 " , I , I / / / --- - ___�_�' __'. - ­ . ", / / , / "/ / ,/"r, ,- ,, �,
I ,.- - - I , I �
��_ - ­ L­ - I I .1 I / / ,1
/ . /,/, �, _ .,. � / , /. "I ,1 .I-
� , / , � - -_ __
I'll I/ I , , / I/ " _��' __ 1 - - " / / / " z 1_� __ \
,/1".
I-
,-
,
_. .. -
\. I , --/ � - --- �_ .-' ­_ __ . - . __
� � ,� --- � . -.-' -1 ­ - ,/ / - �, - - -_
-1 - , — — _
r1_1
" �,, ,� _ . - -_ "I " 1�' -_
- I , �, - .1� � - __ - _-, ,/ I 1, �,
. _� I- --- z ,- � "I , - , _i 1-1 ,�, �_ � �_ __
.,� I " "I ,-, "I 1-1 1-1
/
1� -
�
�
, �/ I '. lr� _� - I ,_ � _L
I-
..
---
1.
I . I"-
�
., " " .. ,� 1. , . .. , -V'� T \ - " - __ . -�_
_
1, . '. , - , 1, . . -
�, - I " , -- ..- / __ - -- �
I , \ , I ry \ � ,_4 ,,, - , . ­ - �
C�A� IV, I .
,
�-.
, / I ,--�� I _� � - _ ,L __ 1-11 ,
, -_ I , - �1 / -—
.
�
� � v
p,
, ,
,
".-,
� . "I ,< IL . -_
\ _�/ �,� I I -_ 1-1 I " I 1, dI j , '.. 11 \i , _. /_ -_ - - __1 x
­ -
, /
" I
/ - — — — — �. / / 1_� . I,& . I _. ,.Y�l — -- — -_ - \ �_ �, I
. I . - , .
/\v/ - �\ I � X I ,­ I �. _- ­ -- -- .— \ /
11 � 11­ :. " �,
� / /I \ k�v " � : — "I \ — )
k
, . I �\ ��,, �� �\ . "I
k , / 6.. 1 %
I
/ / I I " . I -
.1 � x i
, \ � �
I I . — V­ - - — -_
I/ \�, . 4.- ,\r, . � — - z .11
/ - - �- 11 . � I - A � '1� ) " / �, / �'
/ " ,-, 1-1 1� , �,O' .1 % .1 "i �'- " - 1\ � / .,� ./
�/ , , -'.�,� , , IL �
,
I . , , L l '� � � / ),
, , _
I
Jam'
Z � .11 -1 \ \,\ " � \ /-,�, !-'� ,2. / .1/ / / /
, ,,- , �' ;A, '. \\ \ � � / / I / / /
�, �', ',,'v.',-, k I". / 11 � �. I , ,
"I , ;__ I " � ., .� . � � . / /
- / ',� ,,,,,, /Ii. / 1% � I'
-
­ , I- -- -�- '�
\,L
/'Z/
_1 I ,�Vly 11 '� I / /
-4�1, � - 11 / / / / I
1 % . / /
I
/ I _/ \ - . , v, / / / 1'. \ I . L I /
- , , \ I �A I '�-, � '
1� � N, � \ \. t11 I I I .. .� f - � "z / / / / / / I 11 I
i h, I , . N 4,)t, , 'I 11, ,� I
I 11 \ �, 1 , % 11 , I I / / , / - ,
I .�\ � / / /
" / / /
/ I �, , t ,
-, 1, I /
,
, ,
-
,/ , . - A , /
I\ ��\\11 \ / / � \ -I \ , � 1 1-2 , ,
,
/. � � � \\ , \ I I /'., �, % � 11 / / / /
-.- /,, \ z ­ L �2 �. ". 1. I 'L I X/ / /, / / / /
, \ \� 4 1 /
. -
" \ \ � I
�CS, %, 5! i � I - , ,�; � ': 5 I . f f
�- , \ ! � / , p )- , �� � I I I . / I
, zi�, . I
— � I `1
5 i / 110 I � /
/
�
�
- .
I - :E , /
" " \ >� - / �
� A - - - - \ / , /
Wes;' � - I /
"I p �z I � / 1�� L 1� '�L \ \ � , / / / / /
m __ , \ /
, = k � /
, � ; -
F I � , � I - , I / / / /
� I I / /
;! EL � \ / I / /
, . w I � � , , ,
u,6 L, ; �1`i i
�
I ..
� �fo 1� / Ii i1i I I I I r / , I , / / /' i
2 "
/ I I ,�
� I ; � / / I /
� . � i
� I I
"�. �L, . I + 1 / / I / / / r
I I � L,
. L - � � ./ / / I I I
/ L , /
- "
,
_I - __ _-, I . `T-�-� I � , / / / / ) , , I /
. 1�1 " 1� I 1 ­7� , I i / / / / / ( -,-
1-1 , � 19 i I- � � i f / / / / / / ", /
/
1­1 .1 � ,,,- . . .- . � � ; . I I I / / / I / ,/ /
,,- _­ , . ! � � , / i: , Vi . , / / I // I/
- ; , / � z 1.11
/ "" -- : X. I I j � � .1 � / / I /
/ . - I __ . � I r I . , r_ 1, . juQ H . , , I , / � /
. ; I , . of
'Ir I i . fco�,
- a i �
- : I ; I . I � I - )
. -
I
, \ � �
r .� - - 1, .; ) : �." : I . I i. i I , I � I ? I I- _��
� I ! " f . I � , i 1. � 1 21 __ I �
.
. � I 1,
, f I. ! r . e I - . � 'I � I � - `< I
4 i
�
I I
. � � "i. f
I , I / il / I I i 16 � 1 \ /
11 � , /
,
j " , .
,
4 . �� , :, � I - 'j 1� 1 , V , f, � / I .
I I I I � I . ;
. ; 11
% )", i I I I . i .
�
,
. . � A I/
6 1 ), �' '!� � ,; /
1fS ,_, 11, \ ..7 . 1� .1 - - - - - - �
-_ �
/ . ,
V1- 4. \ — . 2
� �\�? >� "I .--- - .-- ___ �11 /4l, - --' -_ —
6 If _, - --- — .. I
_ -_ -,
; -_ — —
I
..
, t
, � / . ...
, "
I .7 — 1-1 � .� � / ,
-, I ,,�� � — — I
--- ,�,;'' ( K, , L -_ I i � � - - I '� I "', , - � — - �
I " , I "
.
� \ \ � ___ ,.<� � .,�' L
,
I -, --- - -_
i I —
,� , � .
\
- f \ - , ! , ­_ " . LL �., ,�� .� P. �� I -,, i7
� �,
� - -N��-
\
��. �V� -lil-11.
, .�
�� . 11�� .\,�, �
- " --,. - — I 1...
.
. - I
- — -
- I
...., .1
599-
I
- _�_� _;� ..:�_::��, * I Zr 7%1._,1 __ �.,. , L1_ 'L-___ .� �. �) , " ---
-%-.- �� , __ -:-,- , I
1. 1. , , \ __ � �,
_. , le _.
� ,
� , , i
_\�'L�- � _Iz� � � ---- --- -
11 _4. . I - fl'),
I 9
I
­ I I
��_'j .1 Y �,-11 �. � . .1 \
. - —­ •:�,-i . . �.,�_, .- 1. __ \� ,
.� ..,
I— 1. , '% .
. -'\--- ", �114 , V­ I . i. , , I
- . 1 � 17K 11 ,
� .. \ .. -4. 'p-- ,.- -
�
I ,z
, \
--
�-�
� , : ,
%.1. .. -.
,
.
,e ,I
f
-_ ­
-..
_.
UIF _��t�/ 0�609 _�
�, \
"
,\e'
I\ �I\ � \ \ �� 1 ­.., x_,�I -
X\ 1,
x ,�i �\ I'l N
II L
I ,
_-
���
-,\ II
I \ � " " .- "� . 1, 1, ". 1_ ,
� � -1 11111 _/ ,�L I , � ,\ --- ---- N,
"" _ I:r:- � 1, ,,I 1" 1'�, �' I 1..� . - __� __1
r - 11 - - _ . Al 1-1 " - ','�:L � " � � - _� \ , ---, ----'-,
. I "
, �'11� I I
- -,-. �, � �
�
,
I � , 1-1 ) y . 1 ; I r . / - \
I 1 t \ \ - \ �i
1-1
,
__1 -, I- - ,
2 .. � - � <, --. - _-, , , , I
� / -\ �_ __ ,_ - - - - - - ' � \, - ,,_ -, O-ee,q L . - _ � - . , � I I \ - 1\ 1�1
­_ __ _- I --.
�, \ . �11 . . _ .. -
1. 11 - k �, 'L , _.- " � __ _-
- -:-----
- ____ ____ 11, I I t N I I
.-
� __ , , � - ____ '-. , \ - --- -_ — I
L__ __1 ( —
— — —
�_!
", -,/ -, �
, — -
__1 I �
#_ 4 1
to (3 -= �N
= m
An __� 01
4 M M � = - ! (3,>7;
c F: .g 4c, :� 'T N i
w I
,
S � ,-, _5 ,-; c- T s I ." 9
!, 1, - 5, O ­ -, -
- . 7 e
E, _�� 11 >, 4�i m > 0
.
,_ I ;_ �_ _H E,_1 � 5''5;
_
,
I I- L.
- C;
k, -
2, ,�' - ­ P " 8 �� ­- , ) I
. , 7 _ ! - , < 'a � z
- , � ,
; 10 �
A ; i
,'-5,. ::", ��,, , I � " �
� _ -) - '_ - .1� � � �
,j �, ��_ � .---, a �__ �A \)'
L7
'T Z_,q � � g) � E 'i
P -0 = � C: m ;t �_I, :ml !
- ,5,�
" ZnI z
�= , JP �� g E_ �qz , , - __ � 0
0 C7 -, 0) LT .2 w >, .q U 2? E _S a m d. -0 (A
i-...
I ;?,.
,:,...,
i :
�,
_I,
T.:r*
'F
-, I - - ;- 1..� 1 ' � - , -s
,k;.-r�...-'
r­
,. I: ! J1 I& 1,
I I i "A
-, ;F ill 1, ,
jI
" �F 1, , "1'", " , ;; #II 1.r
I .
i.
'-:
!f,,_)!,
j
-t
i�.,: we),-" ,t ?,'. .

,ol
f
EXISTING BARN TO
BE DEMOLISHED
nol 1
EXISTING 12" PIPE -
TO BE REMOVED
EXISTING SIGN TO -
BE REMOVED
EXISTING CURB TO
BE REMOVED
EXISTING ASPHALT
SECTION TO BE
REMOVED; REFER
TO NOTE 8
®®®® ®®®® a DEMOLITION NOTES
1. ALL DEMOLITION SHALL BE IN ACCORDANCE WITH PLANS AND SPECIFICATIONS APPROVED BY SILER CITY INSPECTIONS DEPARTMENT.
0, 6 o '
2. ALL DEMOLITION AND SUBSEQUENT CONSTRUCTION TO BE IN ACCORDANCE WITH PERMITS ISSUED AND APPLICABLE STATE, COUNTY,
�~7 C7, AND LOCAL CODES.
ern !e:
Q
i�i 4,3. ALL TREE PROTECTION FENCING SHALL BE INSTALLED PRIOR TO LAND DISTURBANCE OPERATIONS INCLUDED TREE REMOVAL, IN
�� f! SUCH A MANNER AS TO CLEARLY AND ADEQUATELY SEPARATE ALL TREES TO BE REMOVED FROM REMAINING VEGETATION.
0.6' 4. RELOCATION OF EXISTING UTILITIES TO BE COORDINATED WITH THE LOCAL UTILITY PROVIDER(S).
A 5. CLEANOUTS LOCATED IN AREAS OF DEMOLITION OR SUBSEQUENT CONSTRUCTION SHALL BE PROTECTED FROM DAMAGE AND
RAISED TO FLUSH WITH NEW GRADE.
6. ALL ITEMS AND EQUIPMENT REMOVED BY CONTRACTOR SHALL REVERT TO OWNER FOR REUSE OR DISPOSAL.
r
-_ 7. REMOVE EXISTING CONCRETE (WHERE REQUIRED) TO FIRST COLD JOINT OR SAW CUT TO OBTAIN A CLEAN EDGE FOR NEW
a8 — CONSTRUCTION.
_ 8. SAW CUT EXISTING ASPHALT DRIVE TO OBTAIN A CLEAN EDGE. PATCH ASPHALT WITH 6 INCHES SUPER —PAVE OR EQUIVALENT
r
I4' 0 AND 1.5 INCHES SF9.5.
d' kd
Nu 1�1`l�s !r
�p07,9 '� 9. UTILITY SERVICES TO BE REMOVED SHALL BE REMOVED AND RELOCATED (AS INDICATED) BY THE UTILITY PROVIDER. CONTRACTOR
>�pp ) if SHALL SCHEDULE AND COORDINATE THIS WORK WITH THE APPROPRIATE SERVICE PROVIDER. ALL SERVICES SHOULD INSTALLED BE
0 PRIOR TO THE INSTALLATION OF PAVEMENT, SIDEWALKS, CURB AND GUTTER, OR OTHER PERMANENT FEATURES.
�.- 7SGr
t x f �641S ` rJ 10. WHERE UTILITIES (TO BE REMOVED) IMPACT THE FOOTPRINT OF THE NEW BUILDING, CONTRACTOR SHALL EXCAVATE AND
REMOVE AN ADDITIONAL 2 FEET OF SOILS TO EITHER SIDE OF PIPE, AND 1 FOOT BELOW TO REMOVE UNSUITABLE SOILS.
CLEAN SOILS SHALL BE UTILIZED FOR BACKFILL. COMPACTION OF THESE SOILS PERFORMED IN ACCORDANCE WITH
&N,SPECIFICATIONS AND SITE PLAN.
pm 11. CONSTRUCTION SHALL BE DONE IN SUCH A MANNER TO MAINTAIN ACCESS TO ALL BUILDINGS.
12. DEMOLITION, AND SUBSEQUENT CONSTRUCTION OF STORM DRAINAGE FACILITIES SHALL BE PERFORMED IN SUCH A MANNER THAT
Wv THE OLD PIPE AND STRUCTURES ARE REMOVED AND NEW STRUCTURES AND PIPING ARE IMMEDIATELY PUT INTO SERVICE.
CONTRACTOR SHALL ENSURE THAT STORM DRAINAGE DOES NOT REMAIN OUT OF SERVICE FOR LONGER THAN 12 HOURS AT A TIME.
Y Za>,r PROVISIONS SHALL BE MADE TO MAINTAIN STORM WATER DRAINAGE DURING CONSTRUCTION.
LAND DISTURBANCE NOTES
Q1. ALL EROSION CONTROL MEASURES ARE TO BE INSTALLED PRIOR TO ANY DEMOLITION OR LAND DISTURBING ACTIVITIES. SEE
CONSTRUCTION SEQUENCE FOR STEPS THAT ARE TO BE FOLLOWED BY CONTRACTOR.
I SEI CONTROL POINT #4
x N=718484.463' (GROUND)
E=1875494.334' (GROUND)
ELEV.=590.52'
x
x
-EXISTING WIRE FENCE TO
BE REMOVED
EXISTING TREES AND
VEGETATION TO BE
REMOVED AS NEEDED TO
COMPLETE WORK
EXISTING BASIN AND PIPES TO
BE REMOVED AS PART OF
GRADING OPERATION
Q Zz
� 6 PVC W/ RIP RAP
O �p ��2 ,, ` 1 STORM 1 TOP OF PIPE INLET-583.4'
BASIN I INV. OUT —FULL OF STONE
J LOWEST MEASURED
I J1 ELV-581.3'
�v$
� EXISTING 12" PIPE �
TO BE REMOVED
583.9' DRAINAGE n SPILL WAY
t_©W AREA DITCH
0
+ $ INV. OUT-579.2'
0 4P aP� TREE PROTECTION FENCE
5rF` ' EXISTING GUARDRAIL EXISTING TREE TO
A6 TO BE REMOVED BE REMOVED
�Q
TREE PROTECTION FENCE
oP ` DEMOLITION LEGEND
[S54e21955"'
r.- — EXISTING BUILDING/STRUCTURE TO BE DEMOLISHED
�— �' O — ASPHALT SURFACE TO BE REMOVED
4P r r� �a--� _ _�- — l — CONCRETE/CONCRETE WALKS TO BE REMOVED
-' n -
—
I - ART SURFACE TO BE REMOVED tP
�� �"'"' _ - _ - - �.�----- _SS�� — JTILITY SERVICE TO BE REMOVED
solossiss,ice" P� - SS �/` .
,y. X.
EXISTING VEGETATION TO BE REMOVED
��" �'--r r+� -- EXISTING TREE TO BE REMDVED
TR �NSFORMEF Ii" D Ri .1 ��' S . -
�� .� � � .� GLi PR yam,
. .........
�d _
P / — \ EX S�MH r r���
RIM — t l7 6.6 3'
P� ' �� INV. I J-563.53'
INV. (IUT-563.46' 4
• ;� GRAPHIC SCALE
1 ^ ' _SS �_ 30 0 15 3o Bo 120
r i
i IN TEET
1 inch zz 30 it,
Peterson
associates
Architecture
Engineering
Interior Design
Planning
21 15 REXFOIZD ROAD SUITE Sao
14 3 64 34M
CHARLOTTE, N.C. z&i z
Fax [phone]
REGULATORY
REVIEW
SET
0,tiJ11111tr�r���///','
ty .
ftogshool
� s 15834 • � y
:��-��'GtNE�'e.� • tip:
qULOV
����J11t1l111t\�
FINAL DRAWINGS - FOR
REVIEW PURPOSES ONLY
421 FAYETTEVILLE STREET
SUITE 400
RAL.EIGH, NC 27601
T 919.380.8750
Ch
U
F 919.380.8752
z
www.stewart-eng-corn
FIRM LICENSE NO.: C-1051
STEWART
02M: AN pommnnts and ®Imletlmte Irl ttorl Illl flrawMtS, and WIrtIICatlOns Prepprod tN
Stuart EnOlneerkt, Inc. m NUWmerdp at proTesahnal sal Intended W one-time una. They are wlryect to
mpyrlQht and othc pmporly rtht laws and Noll n rnaln the p rileTy or Stewart 34—ril Inc They shell
Mt to he coded, mmlaed, or Chill It any manner whats—r rwr aulgned W a third perry wRha+t Pro,
wr pawnhmon el Srowart EMIa•dIM. W.
SILER CITY, NORTH CAROLINA
CHATHAM
MEDICAL
OFFICE BUILDING
KEY PLAN
PLAN NORTH TRUE NORTH
O�
NORTH
PROPRIETARY AND PRIVATE WORMATION-
THESE DOCUMENTS SHALL NOT BE DISCLOSED,
DUPLICATED, OR USED IN WHOLE OR PART,
FOR ANY PURPOSE, OTHER THAN N
CONNECTION WITH THE PROJECT UNDER WHICH
IT WAS PROVIDED OR DEVELOPED, WITHOUT
THE EXPRESSED WRITTEN PERMISSION OF
PETERSON ASSOCIATES, P.A. AND THE
OWNER/MANAGER OF THE FACILITY NAMED
ABOVE.
THIS DRAWING IS NOT TO BE SCALED FOR
CONSTRUCTION PURPOSES. THE SCALE WHEN
MdDICATED, IS FOR GENERAL REFERENCE ONLY.
PROJECT NO. 33ao-oo
DATE 06/26/09
Q 08/04/09 _ DWQ STORMWATER-RESMITTAL -
-_ --- —----------------
---------- --
DEMOLITION
PLAN
Cl 2 0 0
DRAWN% CK'D:
AFp. over! StO-Mwat3r Permit Documents
�'.OF'S:itrl.ICt!Gr; �:i cyC!}lC;�ISCt: `fvlii, these dneuments is
reg(:ireti by the stcrmwaier F. '.; 't;t North Carolina �
rules ril tifat the storm vaj!er system designer
tn5PeCt rjtirlfl j CO.''t:i'rl ,!!; !". i:urtil,' conformity With the
plans snlj specs: anti cart 1p ct3r, N'li,a ;:e with the
storrnwater ruies. ( I 5A N ;',A, 2 t: 1 p(f(t r i 11
Permit #
hl
/ + 1 ,i!;ic�n of Vy,tfl ��//0% agliN x
2h rat #.._- z �� tvit iae, [�alr.= � ! [ 0l J . .
i
In
0

pan
iz
��X,�� s�✓s9a��r
L6£L'Ob8'7OL :auo4d
o 0
z
N O
Q
9ZZ8Z eui�oae� 44JoN a44olaeyJ
90Z ales
an1a4 aalu@D ajeaodaoD 0008
sioplui
buiuueld
ampalmie
U=aWui2,�o�—w2UU
Qo
t'%1111111",LuT oe a ON `XT i3ps t
,
At�LLWamw
.'".'L �z�n O Q r
.000F� O W Z W O
�a d", .�0° SL££# .za1ua0 SISXIBIG X110 J311S TWa6J=o z y o z QCID
ww wZafL ? O O O
(n � tr J� az 'aaz�e Q U F- PZW2002 U)
d Z N
3a oa c > O LU W ~ W V
r j; �a =
��� `SIS1�j�iQ �LTIjO.�1?�== 0=k� } = W
��� • • • oai��o�d Q F- m to _
�nnnuu"� yaow¢�3 Ov Z 0 U Z U)
as n4o@4! uDadLua u o
=w
xuNUW WO
l
0 8_0
W
�
of
O
o
U)
w
H
O
F-
w
w
U)
} w J W O O F- Z= O
m
F-D J ~ 3 a� O
W Enp LF- _ o� Wo3
LLI
LLJ
Oa mH W= _ar 0 a w v) �
Ow o U O
O LLI OWO� Z O 2 m :\It
ZwLLI p
¢ W W F p
>F p
LLI
0J0 ~ 0Uw0 3 w o ¢~ O z LLIO U
Q aLLI W 5 O U 2 O W Vj X
W N� m = W= Cot) g J O Z W
(n W d F z fl J Z O m O F-
mom }�� 0 X =O U 0 Q Z
w F-J W Co Q W O F 0 ¢ U J
QQQ vi �XO 0° QMw w cn F a
z(n o wzN 0 a Q �0= < z LLI N
O() W Q W O U N zzQ p Z m 0 W
m U U wWW ¢ W �p0.\ O !n N
aWz L� zxa z 0 F m ~
pFQa X p~z O W 0z tU=z O w w Q
¢NCX� U �OLLIF- w =d' O �W O p 0 a W
zzN z 0 3: x z3 tno= Q Q z a
p z
F- 0
0xZ X:i to Oo V)i Zw O z p L)
oa W 3 F o w
wo tan ��� zF 0 ���. D V) to
zOfZ Z zw0 LLImY �W w pOZ m w
=F=-m Lott.
DO�m� oEL X J pF-~m Z QF QwO OwW O J
XC) ¢ x � a
p0Z w aOi)
xW N }_ L> Um JF Nmn oaN¢ �
W < zOW
O Q O Q ZOWW YO W� fYz J m O 0 H Q Q
=> p a 0 W m to V) p N Z� IM _j W a a
tnQ� p aFJ ww trW Qa tnmX = F_ p 0
W (nJJ a UN¢ F-0 o� �N atno O 0 a a
W x O p W N `-� O W tl
a'mx�i1 Z UON Ja WO U2 ZCDX F- Q z U ¢ Q W to J C9 F- F- Q z Q
:DI.L_ � m LLI NwZ �w mp pz z3C p F_ m Z U)
NOZM. O WX7 Q� pQ a'= H0J X W O 2
2 W Z J
zaw�, ¢ ~a00 Ng zo 30 ¢ a a O
QUmF N O 0 g= WF- OW JZ� J WpLLI F- Z
wF�z o It a�a om >o oN =adaz �, = 00 = O
JOOy U W�� Up rrU pN NW� (n O Um can �—
jmd d Fw0 F�-� mZ QFQ- F-O W z F- Hm Lott. z
OOM W O Qpw OU Z(7 w� QU It- O �w Q O} O
Fm0tn Uo LLIa- Ux �o zo ��� Z o§ F-
�¢ d
X�pW �� p=F- WN X(Y ZD" OWU) CD ZL W J� O w� OJ O
WWO W �w[r Fm W2 w2 UWo LLI~ ¢O N MF � O
ItaU O NK n0Lw 1*m to F- t0 F- t�(.L U
■
z O
O O
U CC) /
W
z W
O N a
a rn
a Ov /
w
J
Q
U
J
w
C9
z
o
�
N
p
W
0
N
O
0
EL
�
a
5.
cn
Z)
z3
O
a0
w
F
Z
z J
2
O CD
F
¢
war
o0
m
w
F
m W
p Z
rM
jW
OF
m
¢U
>
XF
Zz
Oa
w z
m l¢-
mU
tn0�
Z� a
om
F-L,
Wp W
� 0
J Z Q
Z W
O F
N
LU
W d
F W
¢
O U
p
Oof
O
of
O
ON
LLIp�W
Um
�z=
FW
Z
p Of
W
(n
OU Cr
0 ?i
rn
�o
FoN
Wo?
w 3
Y
0
Z
0
Z
Z W
F Q
W p
x
a
Qo
a
Uzz
¢ a
o
Z
Z G
Z O —
3 e
Z
XU
XV
W
LWQN
J�
Q
OD
Ow
wM
N
CJ
U
ow
U)
aU0
m—
Z
J�
JZ
JQ-
QF
F
Z
�
N
v=i 0
Q
v=i Q
a N
00
0
tYZQ
aZ
(n
00
�FE O
W
OpM
Fw--Y
w U
W
Qw
of0
QQo
(�
OOO
Zof
Z
oP
oz
z
U
Z
O
U Z
U
(D
O
O
N U
C)
O>�
�w
N co
U)
J ,J
w W /'`.. i
*o ,
i
w
w
N In i
o
w
�
of
p
_
Q
O
O
U
W
m to
w
o W w o
Oaf
as woa¢
MW ZUpW
= W W z z W
in U) UW¢tn
No
3
N
z
W LLI Q
LLI
-
cn to
Y
U
_
Q
_
rr �
Q
W W
Of
U f-
_..
LO
J
_
I
J ve
I _o If' ■ '.v
k
p
H
F
W
�}
U
N
3 W
N D
LLI Quj
m�
Z
Uz
to
¢ J J
Q
o
W X
a
o
z
OWOcn
O0
QW
a.x
a
F-
J
U \
wP
00
00
C
�F }
w0
U)LLJM
¢ Q
ofw
za
m
F It- p
Qp
ZQ
J
¢
z
¢
=WO
�z itz0
2
U)
F-
to Z W
Q Q
Q
Om
U
0
a
Q 0
LLI
W
U
�a I0
>
Q U
N
w
JN Z)
ao
Cori
_j
�
000
Q
W
W
wfn z
Owm
Z
wW
F-
LU
Q J tl
z >
¢
�¢ W
vNa
_w
m2
v~i
F U)U
0O
Q
LLI
m
(nop
Q W
0
¢
J
Ja U N
\Of-
J
Q
N
M< O
wNtl
Qw
N
NZ
wF
p
N
00� U
QQ
O
QO
Q
Qm
zui
�Q 3
OQ
F-
z
00�
Y
J
J
Z
XV
H 1=
wv
z03
0Ua
ZU.
zQU
U)
=
OJ
m
0
OW
wzg
JFa
J
J
a
ZQ fn
J� z
O
UwU
N=
p
JQQ
Z
a
LLI��
V cn
d¢
N�ZU)
Z
~zOW
LU
LLI
Ya
0
0o
Of
�a03
0
0Z
m
Q0
2L,a
W
JN
NO
QzV)
J�
Qa
¢O
it
UIQ-0
O
OOW
NO
Mtn Q
U
000
_Z l
^)
�
_ I b
..� F- I o
� v
< — —
W
'y0^J
ZCL
1 LJ
W
�®
W
A
_
1-.............. ---......... ----........... --------
�1
w
z'
J
w
�1
l
o�
Of
}z
`
ow
aQ
z
ww
F Z
In
_
I SIR
mm
ri
O
Q
D
Cl)
w
0
Q
U
LL
W_
O
L.L O
J II
� W
W J
Qa
U
CM U)
� eaa7i
-
-
'' J
{
1
f
�V
42
�
_$arc
(Y \
W 00
Q
ao�yr��0M
zOf F �_
wW 0 0 UU
> ¢ p >
aW az af
0'
3w m•F to
WU .-a'N(nW
z j D ZUJI }
(Y U ¢ J `-
0 to
Qm
0m
O
Z W
W W
F�
F-
0
V)
w
J
Q
�
z
2
N
Y
J
¢
w
K
p
v
z
LLI
w
Q
X
wOf
w
Q
a
p
(n
W
>
¢
W
WO
U
=
0
F_
U
z
OU
p
a
W
0
\
Z
x
J
F_
J
\
W
2
J
O
X
LLI
X
p
J
D
¢
a
a
of
z
0
a
a
w
in
W
z z
Z
z
z
z
OU
w I
J 00El
I
I
I
0
I
Eli
z
z
a
0
N
W
a
o
U
� n
�= �
i' , �, 1 t 1 - i n• t 1 1r

CURE
SEGN
SEE
ELEV
SHEET NOTES
STING UTILITIES AND STRUCTURES SHOWN, BOTH UNDERGROUND AND ABOVE, ARE BASED ON A FIELD SURVEY
)RMED BY OTHERS AND THE BEST AVAILABLE RECORD DRAWINGS. THE CONTRACTOR SHALL VERIFY FIELD
TIONS PRIOR TO BEGINNING RELATED CONSTRUCTION. ANY DISCREPANCIES SHALL BE REPORTED TO THE
R'S REPRESENTATIVE IMMEDIATELY.
E CONTRACTOR SHALL OBTAIN AND PAY FOR ALL INSPECTIONS, CERTIFICATIONS, EQUIPMENT, ETC. THAT MAY BE
RED.
DEPARTURES FROM THE SPECIFICATIONS OR DRAWINGS ARE DEEMED NECESSARY BY THE CONTRACTOR, DETAILS
JCH DEPARTURES AND REASONS THEREOF SHALL BE SUBMITTED TO THE OWNER FOR REVIEW. NO DEPARTURES
THE CONTRACT DOCUMENTS SHALL BE MADE WITHOUT THE WRITTEN PERMISSION OF THE OWNER.
E CONTRACTOR MUST, AT ALL TIMES, KEEP THE PREMISES FREE FROM ACCUMULATIONS OF WASTE MATERIALS OR
SH CAUSED BY HIM, HIS EMPLOYEES, OR HIS WORK.
ISTING IMPROVEMENTS DAMAGED OR DESTROYED DURING CONSTRUCTION SHALL BE REPLACED OR RESTORED TO
ORIGINAL CONDITION, AND TO THE SATISFACTION OF THE OWNER.
GINEER AND/OR OWNER DISCLAIM ANY ROLE IN THE CONSTRUCTION MEANS AND/OR METHODS ASSOCIATED WITH
)ROJECT AS SET FORTH IN THESE PLANS.
INTRACTOR SHALL MAINTAIN AN "AS BUILT" SET OF DRAWINGS TO RECORD THE ACTUAL LOCATION OF ALL PIPING
TO CONCEALMENT. DRAWINGS SHALL BE GIVEN TO THE ENGINEER UPON COMPLETION OF THE PROJECT WITH A
OF THE TRANSMITTAL LETTER (FOR RECORD KEEPING) TO THE OWNER/ARCHITECT.
NOTES
L DIMENSIONS ARE IN RADII, TO OUTSIDE FACE OF BUILDING, AND/OR TO FACE OF CURB UNLESS NOTED
R WI SE.
)NTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR DETAILS OF BUILDINGS AND BUILDING DIMENSIONS.
E CONTRACTOR SHALL OBTAIN AND PAY FOR ALL INSPECTIONS, PERMITS, CERTIFICATIONS, EQUIPMENT, ETC.
MAY BE REQUIRED.
OPE OF ASPHALT AT HANDICAPPED PARKING SPACES AND ACCESS AISLES SHALL NOT EXCEED 1 /4" PER FOOT.
DRDINATION NOTES
)NTRACTOR SHALL COORDINATE CONST'?UCTION OF UNDERGROUND UTILITIES (WATER, SEWER, STORM, ELECTRICAL,
THER) FOR THIS PROJECT WITH THE OWNER'S REPRESENTATIVE.
)NTRACTOR SHALL COORDINATE WITH OTHER CONTRACTORS ON SITE AND UTILITY PROVIDERS DURING
;TRUCTION TO ENSURE SMOOTH TRANSITION BETWEEN DISCIPLINES.
�CRETE AND SIDEWALK NOTES
)NTRACTOR SHALL REFERENCE THE ARCHITECTURAL PLANS FOR DIMENSIONS,
'S AND INLAY SPECIFICATIONS. PROVIDE CONSTRUCTION JOINTS IN WALKWAYS
Y 10' (MAXIMUM), OR AS INDICATED IN ARCHITECTURAL PLAN SHEETS,
)NCRETE PADS AND WALKWAYS; UNLESS OTHERWISE NOTED, ARE 3000 PSI,
" THICKNESS WITH 12%12" w1.9 x w1.9 WELDED WIRE FABRIC THROUGHOUT.
NAGE, STRIPING, AND MARKING NOTES
L SIGNAGE SHALL CONFORM TO STATE DOT AND ADA STANDARDS. SIGNAGE SHALL BE OBTAINED AS INDICATED
AN, AND INSTALLED BY CONTRACTOR.
L LOT STRIPING AND DIRECTIONAL ARROWS SHALL BE WHITE REFLECTIVE PAINT AND SHALL CONFORM TO STATE
STANDARDS AND SPECIFICATIONS.
OSSWALKS SHALL BE CONSTRUCTED OF THERMOPLASTIC MATERIALS AND CONSTRUCTED IN ACCORDANCE WITH
DOT SPECIFICATIONS. CONTRACTOR TO INSTALL CROSSWALKS IN SUCH A MANNER THAT CROSSWALKS ARE
ED BETWEEN HANDICAP/WALKWAY ACCESS POINTS OR PERPENDICULAR TO THE ROADWAY / DRIVE LANE.
APACTION NOTES
ACTION OF THE SOILS UNDER PAVED AREAS AND/OR BUILDINGS, AND THE MAINTENANCE OF PROPER MOISTURE
=NT FOR CONSTRUCTION, SHALL BE MAINTAINED TO ACHIEVE 98% OF THE STANDARD PROCTOR MAXIMUM DRY
TY FOR THE MATERIAL.
SHADING LEGEND
C7777771
— NEW 13UILDING / STRUCTURE
— NEW ASPHALT PAVEMENT
NEW CONCRET17 / CONaRETE SIDEWALKS
d
— NEW ASPHALT HEAVY DUTY PAVEMENT
GTRAPH:IC SCALE
30 D 15 30 80 120
( IN FEET )
1 inch = 30 ft.
peterson
Architecture
Engineering
Interior Design
Planning
z i 15 REXFORD ROAD SUITE Soo
1-04 3 E4 3400
CHARLO=, N.C. z8z i 1
Fax [phone]
REGULATORY
REVIEW
SET
A,L,B-Y-t3°I -
r 15834
FINAL DRAWINGS - FOR
REVIEW PURPOSES ONLY
421 FAYETTEVILLE STREET
SUITE 400
Y3
RALEIGH, NC 27601
T 919.380.8750
0
u
F 919.380.8752
www.stewart-eng.co
z°
: FIRM LICENSE NO.: C-1051
d
Q
STEWART
a
O DDO: NI ddamen" aM plQftdanc kOAN eypp"Vlft, drawbpa, a cpetlflmlfnru pmp mr by
Stmot Er'"HW W 1ht Me ktat—arb of ardasebnal 6 ice Intended for D—UM — They are S W l W
cawoM aM a goperty rI,M La—aM "I —In the pmp" of St al Bgl—a'ng, Lie They .hail
nat m ba tCO d. —dt tl, a Chang d In any amnrler wtwTaae ar nor eaalgre m a Mlyd pam Mti -, prior
rnaban p-rnUaabn d SL—rt Er•h-daa, r—
SILER CITY, NORTH CAROLINA
C HATHAM
MEDICAL
OFFICE BUILDING
KEY PLAN
PLAN NORTH TRUE NORTH
O�
NO TH �,y
PROPRIETARY AND PRIVATE INFORMATION.
THESE DOCUMENTS SHALL NOT BE DISCLOSED,
DUPLICATED, OR USED N WHOLE OR PART,
FOR ANY PURPOSE OTHER THAN IN
CONNECTION WITH THE PROJECT UNDER WHICH
IT WAS PROVIDED OR DEVELOPED, WITHOUT
THE EXPRESSED WRITTEN PERMISSION OF
PETERSON ASSOCIATES, P.A. AND THE
OWNER/MANAGER OF THE FACILITY NAMED
ABOVE.
FILE NAME 0:\C9006\ C9006-0500.DWG
THIS DRAWING IS NOT TO BE SCALED FOR
CONSTRUCTION PURPOSES. THE SCALE WHEN
INDICATED, IS FOR GENERAL REFERENCE ONLY.
PROJECT NO. 338o-oo
DATE 06/26/09
REVISIONS
08/04/09 DWR STORMIWATERRE%AA TTAL
- -
-
SITE PLAN
C'1*0*300
DRAWN MTJ/ACF' CK'D- RPL
Apprc:ve�l St:;,r;nwater €'a ; rri4 f3acurnen4s
COnstructicr, ; ror tame ti;ese documents is
required by tine sin+m3vater psr'nit_ North Carolina
rules requjle lttat rye storm ;wrai„r System designer
Inspect during cun� rr':ity conkrmi with the
plans and spec s; -jfld ceril,v �r;ri�pliance with the
st0rrnwater niieg ( 1 A PrCA,i` ti f(Ir
Permit#
'� -- D jtc 2.1 Q
by_--�.DP - _..-
----- --.— NC �ivisI
Sheet on of Mat r uality
# G3G� �-;evisian Uate 7� (��

maP c f ,box /7-7 �-FW-l9 d76 j
Q
L6£L•Ot8'KL :auoyd ZO 9ZZ8Z eugoaej Li -PUN 'aolaeuJ O — s \ o o
Q <w<=o m N o
90Z ales
anud aaIuaD ajeaodaoD 0009
SJOiaa4ui
buiuueld
ainpaiiyDae
1111 y�T�T T ZU�`p01-r Oi 0 'W^
t`I�I "1/1" O GULlonD ujjON `fqTa Joys aw�ww�.1 U) 0 O �/ Z
CN
�,� �•~'. �•y--� c�i�awo'o�$ W Q Q W
• h d..�% = ' SL££# JOIUOD sisXi'uiQ �11D JOUS = ww<W.=6 Z I w U) Q z a00
Zip Z o��mao�= O C� fJ UQ ~ Z C7 Z
=c� s aNa;a,mt - o F_
R O Z
:tip 4?�J�Z U �ww=sawE > 2� o = ,L 0 — I-
-'- ...R yQ�F 011 SiSXIEICI uU110JUD o=�-o-d ��� a LU
a W LL F- m U) w � = U
o O Q H } cn
•
/j/ 1111111// Lf„I
T�
W1Qw
O
w
wE
au0
D
�
C\1
N
Casnl:)@4!u�ad
/0
N
w
W of
00
Z W
Q W- Z
:m O O
F-
zu O Q w O W
x F- U
U U U 5
O � W d O W
U
O Q V Z Q 0
Om
Z N W �
Z
�a w O a � po
Z m = J ES Z F- � Q
J z z Z)0 :mQ O
N Ld
m U 0 cr J Z~
J d Q J O Z QZ
�o J Z Q W
oQ Z Ld z Or LJ Z aW
Q V) U Q Q Q O O 0-0
Q
W J d' W w F- U
O�w Z VI U Z F UQ
UO> 5 J w W z Ld Z0
Oc� W w J 0 LLI a M ov P<F-
F- N w O U Q w U 0�
W w z
DwLLJ0° o N a O � o F�
Q W Q
F- OF- m d' J d' (n W OZ
V)zz 7 o a F o Z(nO
�OU= 't Lij o LLJ oLd
Z mZ QQ Z O O x 0 Z Q z H 0 W } S w
OOF F F O Z x p UNO
Q Q Z Z)
LL,a O U �' Z m N Q m N W Z_
d'ZH W M Q w Z W W V) ZJQ
F- Z J.�
O�z Q o 0 O m Z Q M W2
�O= 0 J } ~ w J W Cn Ld
F-ZD W V) z V) V) Q x 0XQ
o_N W 0 Q W WF- LL1 Q = 1,i w�3
57
LL W O
} Z 0 0 V) O Z x m LLI 0
}V) 0 00 x ¢ a N F Q O0 Jocn
mWa o } a a a of W Q W W avz
W Z)Lal x x U W zO ? N W h N5Z
d OLLJ
N a w Z 0 W Z > a Ww�
>�z } w 0 j O Z O w FN0
QFO} O Q Z Z D O < O Z <Zo
tL j L� Q Q O V) Z 1, U O W F- Q
m� W Z O o V) WF�- m Z m Q a Ld
J Z00 W V J = 2 Q F O N F- Z_}m
JOU m Q U F_ VI QJ
=UZ w C~n L.) O Q 0 p OQQ
�_5 O m Z W. N p Q' J M0=
ZrO x J W W J J O W' Q Q WN
J0V) ^ MF m Q H Z m L1.. d NMZ
W m W Q U J W w Z O K O J F.� W V)
UOWQ C)O UW Q Q 0 ZO
� V) W �m Z 0X dOXU wwO
cf U 0 m U F
0oNN om
Oa x> of
Z:wz Ld JQ OZQ0O Q m UQ O Q
i�F- MU w OW V) 5 W W Q U ) CD
mdw J Z 00 WO Q J Q _Z Q W F-mN
O QF-m 3 U CWjw Q z> w�w
X W E M O Z ~ W O J
Z F- S W Q m F_ JUO
Vr CL Or
0woF z w � ow a o N ¢ a m 04
Z ZQW? z m o 0o z v) a m Q co
Q V)Z� J V) (nF- Q o Z Cn Z w (n NWZ
d paW a o oa w F o F w 0za
C9 cnW0 z Z_ a �a J > o CF) o ao
J W m 0 = z Z U O O J Q f } Z Z Q W
-0 of Y U O W W F- O W d' V) d U L�cl
11J,1 Z
Z -J Z 3 W m d' W� J J d O O OU J>�
w QQ} o w cn Q Q V) U U Q 0 00
W W O
01 L� Q N M t to x CO n m m .- U) m w L-
0
Z
w
w
J
w
Z
c�
G
O
LLI
4.
CL
O
F-
Q
x V)
Z
Z
O
Z
Q
Z
V)
m Z
m
W
Z
0
Z
Z
O
O t�
U
O
Q
U m
p
W
F-
z Q
w
U
N
Q
-73 LJ
O O O O O O
O O O O O O
Of w a a a CL a w of a
I I I I I I
I
1
---
> o. /
aOcr-
tnLt°D oIt \�
/ I cv_ao ao
MJ,n;to (0/-
�V
1-4
U 3
•"3•
E- O
�
�
W n
v
o
N
Z
O
>
U
w
w
O
w
W
N
O
Q
0
OLLI
O
V)
m
C7
CW
z
o
a-D
o
a
a
I
I
w
I
I
I
00
)r-Ot
M
�
M
m
"'
I
I
V_
n
t 'A'..
5 v»
mHm \ �1 �z> >y
A
;,I � . � z \ \
V w
I {
CL
i o
£L a '�� �I <
�L <
< �A ti —rJ
s�
l8 Q \
� s
v
o u, 0Z'9L900 Ou
_F \
,
�ae —sL
029
G-�N
c
z
L 00 \
M v £8S— �Sv \\ .\ w c
00 00
�\ �>
m
\N WI
A N _ Ulf) d-00
LO
>
V
v 0 v
> ��� "0
' ZI, \
00 0000
00
a)I � \\
. M
t�
>
co
V A ,
\ \ `
g..CL
LO 0\ \ \
\\ �\
Z�� I I I 6LO
`v vv!
— W I v vv
IQWLn
U M 00
\'
00 - 26 \►
Ln to
00 �\
00 00
U U
\\ F m \
{
qn-
co

/
/
/
/
/
1 1
1111 111 /
� Ij 11 9
X 111 111 1
X
PROPOSED
DRAINAGE AREA
1
Cover
Area
Area
CN
sf
(ac
Impervious
93218
2.14
98
Open
75794
1.74
60
13TOTAL
169012 1
3.88 i
81
00
/PATH
: f � Tf RNSORME . � // .-/ ' / � ' w r ,/ " � " /' Gj�
55
j �� / -'�� _ = _� , - +"RAPH:IC SCALE
30 B 1s 30 so
IN FEET
1 inch = 30 ft.
120
petersonassociates
Architecture
Engineering
Interior Design
Planning
zi I5 PEXF'ORD xo•iD SUITE Soo
1-04 364 3400
CHARLOTTE, N.C.z82iI
Fax [phone]
REGULATORY
REVIEW
SET
i 15834
FINAL DRAWINGS - FOR
REVIEW PURPOSES ONLY
421 FAYETTEVILLE STREET
SUITE 400
RALEIGH, NC 27601
T 919.380.8750
CZS.I.::,
U
F 919.380.8752
www.stewart-eng.com
d
'FIRM LICENSE NO.: C-1051
STEWART
Q
a
02M: FM dor --end mlwWli— 1, uWng i—puler Pin, dra,"S, and ipectll Qm pr "-t by
St—ft E-OM MM UM1 — •ebynfpda W prohn61ne1-a A. InEend" for ana-U— uu They are Subject [a
not m ba nogad, mod1M1M, ar chen7.b In airy mime,1 Mt-t— W WAQn d m + thH W M wttt—t Prla
xrtllan ptrmddNn e<5tewart Eopinexlnp: Inc.
THIS DRAWING IS NOT TO BE SCALED FOR
CONSTRUCTION PURPOSES. THE SCALE WHEN
INDICATED, IS FOR GENERAL REFERENCE ONLY.
PROJECT NO. 3380-w
DATE O6/26/D9
REVOONS;
Q 08/04/09 DWQ STORMATER—RESMMAL
—
POST
C0NDITIONS
DRAINAGE
AREA
C402
DRAWN!: MTJ/ACF' CK'D: RF'L
App # ,:,ju ' . .spry at xr a cerr;€a i3a raanents
r•
t,an5trilctlpr: ;�cti;CC;r„ar}�t� yyitt the5:? documents IS
require;: 6, its _�tnrmwatFlr c: r r?>t f for!h Carolina
rules requircrk 1,11ai the .,ysten? designer
Inspect (Jurirl:a ,,ar.rstr<.r ;,:r: [:a ,,ta; crmformity with the
plans and -,pees, x!d with the
stormwater rifles
Permit #_ SsvS1o7-
by__ R D LC NCDivision of Walfir Quality
�
Sheet # -tc)Z-- vision !��te g _
b

PLANT SCHEDULE
TREE5 CODS BOTANICAUCOMMON CONT CAL 51ZE QTY
AR Acer rubrum / Red Maple B 4 B 2.5"Cal '0'- 12' 18
:. BR Betula nigra / Multi -Trunk River Birch B B 2.5"Cal 2-:!5' H 4
+ CA Carpinu5 caroliniana / American hornbeam B B 2.5"Cal 5' 5
+ CK Cornu5 =lorida rubra / Pink Flowering Dogwood B B 211Cal 5' 2
PRU Prunu5 x yedoe11515 / Yo5hino Cherry B B 2"Cal '0'- 12• 3
Q5 Quercu5 5humardu / 5humard Red Oak B B 2.5'Cal '0'- 12• 17
UP Ulmus parvifolia 'Dynasty' / Chire5e Elm B f- B 2.5"Cal 10'-12' 9
5HRUB5 CODE BOTANICAUCOMMON CONT HGT. QTY
APO Aronia arbuttfolia / Red Chokeberry 3 gal 24" 59
BM Berberi5 x media 'Red Jewel' / Barberry 3 gal 18. 48
tau
CAM Camellia 5a5anqua ' Maiden'5 BIu5h' / Camellia B * B 4' 2
OGM Gardenia ja5minoide5 ' Radican5' / Miniature Or Trailing Jasmine 3 cgal 15" 50
152 Ilex glabra 'shamrock' / Compact inkberry 5 gal 24" G3
<0 JUN Juniperu5 chmcn515 'Gold Coast' TM / Gold Coast Juniper 3 gal 15" 50
QKAL Kalmia angu5tifoha / Lambkill Kalmia 1 gal 15" 34
LIG Ligustrum.yapomcum ' Rotundifolium' 1 Curlyleaf Ligustrum 3 gal 18" G3
0 LOP, Loropetalum chinen5e 'Blush' / Burgandy Loropetalum 3 gal 18" 39
0 OF2 05manthu5 fortunes / Fortunei 05manthu5 7 gal 3' 14
QPZ Prunus laurocera5u5 'Zabeliana' / Zabel Laurel 3 gal 18" 24
ORG2 Raphioleps umbellate 'Minor Gulf Green' / Indian hawthorn 3 gal 18" G9
0 KL Rosa bank5iae ' Lutea' / Bank5ia Rose 3 gal 24" 12
R05 Rosa x 'Knockout' TM / Ro5e 3 gal 24" 32
RUB RubU5 calycinoides / Green Carpet Raspberry I gal N/A 143
TE Thuja occidentali5 'Emerald' / Emerald Arborvitae B t B 4' 12
VD Viburnum davidii / David Viburnum 3 gal 15' 1 G
GROUND COVERS CODE BOTANICAUCOMMON CONT QTY
HEM Hemerocalli5 x '5tella de Oro' / 5tella de Oro Daylily I gal@ 12" cc 1 ;4
IRI Iris ver5icolor / Blue Flag I gal@ 12" oc 597
LIR briope mu5can ' Vanegata' / Variegated Lily Turf 4"pot@ 12" oc 1,715
W s s W OPH Ophiopogon Japonicu5 • Vanegata' I Variegated Mondo Grass 4"pot@ 12" oc 520
W W
PEL Peltandra virginica / Arrow Arum I gal@ 12" oc 3GG
7-5 gal
AR
Imr
AR
1-B&B
AR
1-B&B
v v o 5AG 5agittana latifolla / Lance -Leafed Arrowhead I gal@ 12" cc 497
vvv 'c)�v
PLANTING REQUIREMENTS:
20% VEMCULE ACCOMODATION 5t1ADl= AREA
TOTAL VEIICULAR AREA: 60,793.22 5F
REQUIPED: 18 5HADE TRE55
PROVIDED: 18 511ADE TREES.
RG2
4-5 gal
AR
1-B&B ,
BR
2-B&B `
ARO
22-3 gal
BM
23 - 3 gal
F
Aim
lx* 13-5gal
`
�11 512
IN-
'sr�.'•.
r
=:•,
•r
IRI
4t��+lR�•�
7� ►`�
7/�
i
• ` r I
l�i*�
�►y
�� r •
�,r. ��r����FFF�i3
I
��
pop
re •r
�I� ♦.r.rr. r•r�
I
r
rI
I
QS
2 - B & B /
RL \ QS UP UP AR QS
12-5gal f 1-B&B 1-B&B 2-B&B 2-B&B 1-B&B
RG2 / ,� LIMITS OF DISTURBANCE ._
rr� � rrwrr� s ■w-w -� �.
8-5 gal AR QS
X/ 1-B&B 1-B&B
\ —� PLANTING
BED (TYP).
14
0 0 0 b 0 0
h ay
Y
W
RG2 LIR
8 - 5 gal 307 -1 gal
TE LIR LIG LIG
B3-4' B & B 339-1 gal 6-3 gal 16 -3 gal
4 gal
3H 3H t ;:
CR
2-B&B
•
■ � �..,....� ., - � � . �o-000 o��+o � _��oo�000�o•o� o ��{
ON
• y r
irag
•tt:��:_ � � I
W ME Ri lop
ZONES
9
i
4t �I : N
1 • .
�``; _ %,,, e o s • — lip • r r
��
.-I li ~ :: ` _ __. —
\ 41 ■
I
• YV' _000Oo\.��
I . ,
���w1
-40
�.;� � r� �• . �,`"� 2-
1�:1�
r • r �!� j�� �� � � .' y 11'Y, r ■ • r + � - ■ � �� V s��irD • friT�r � j�1 j
r: i C i .tip u Ilk,,
��i t� ��J r • r ���/ ■ � �' El` Via!/I \���A'i•>i
VIVA
/ �-�� r • �,�,.-,ter--, ��.-���� • ! r--..:.r■a''+'� ���:-�
1. ��� � • •r �- III
PLANTING
BED (TYP).
KIM
0
v
I
�r I
/
i
1
1 r'
I
1 4 f
1f� a4
14 [� 7 goal
Llb10
L
,.43 gall.01
RL
a
49-1661
i 1
1 i
:i
da
i I
l '
j QS
1-B&B
t
ll i
1
AR
4 1-B&B
I, 1
1 t 1,
1 1
UP
3-B&B 1
1�
\ 71
QS
1-B&B
L7�
L
4-3
n
RUB 4--
57-1 gal
RU E�
3 - B &1­19—
/ ��li+ � � =AR
�V vOS ARO 12-5 2al _RG2 U P QS \LAR 1 - B & B 9-3 gal 1 - B & B
17 -3 gal g �/ 2 B&B UP
6-5 gal 2-B & B 2-B & B 1 -B & B \ _
` 81Aal IS2 ■rms��� 1-B&B ���
. ♦ 9 12-5gal �� ��..��'-
\ BR ! 1 NOON LIM1T5 O� D1� TI�PQ.�hIC� .. -.+ �"
00,
i
GRAPHIC 13CALE
\ r 20 0 10 20 40 80
IN FEET }
1 inch = 20 it.
pgSSOC nClteS
Architecture
Engineering
Interior Design
Planning
2115 REJLFORD RUAD SUITE.goo
CHr U077E; N.C. 28211
-C4364 3400
Fnx 7-04-364 7050
REGULATORY
REVIEW
SET
SILER CITY, NORTH CAROLINA
CHATHAM
MEDICAL
OFFICE BUILDING
KEY PLAN
PLAN NORTH TRUE NORTH
N4 I Z )TH
PROPRIETARY AND PRIVATE INFORMATION.
THESE DOCUMENTS SHALL NOT BE DISCLOSED,
DUPLICATED OR USED N WHOLE OR PART,
FOR ANY PURPOSE OTHER THAN N
CONNECTION WITH JrFE PROJECT UNDER WHICH
IT WAS PROVM OR DEVELOPED, WITHOUT
THE EXPRESSED WRITTEN PERMISSION OF
PETERSON ASSOCIATES, P.A. AND THE
OWNER/MANAGER OF THE FACILITY NAMED
ABOVE.
FILE NAME QAC9006\ C9006-0500.DWG
THIS DRAWING IS NOT TO BE SCALED FOR
CONSTRUCTION PURPOSES. THE SCALE WHEN
INDICATED, IS FOR GENERAL REFERENCE ONLY.
PROJECT NO. 3WO-00
DATE 06/26/09
REVISIONS,-
Q 08/04/09 DWQ STORWWATERMi RESUBTAL
- -
-
Q---- `.------.---.--------•--•------ —
PLANTING
PLAN
l_ 1 CIO
DRAWN!: GT CK'D: GPW
Approvti Ito rnw,t'er ?'.,,rrlt DG€ tfr�3er1t5
Constructicr n a,:r, r ?a±t:e wiP dreuments is
required hv, the >fort* vv ,, r ,it- North Carolina
rules require lia:'st The Svstefn designer
Inspect during :.orstrr..' orr :.,.r'ry COrifornuty with the
plans and Specs, and er;;r4r t n:r,.?ii�nce with the
bsytor-mway!�tCer_ rules� { Di;i%A— oN-''
S�vPermit# srC;,,'•)f8r!- i)_1
�Z.._��b9
_
C•rison of 1Nat r uality
Sheet # L1 O l rvi�iar, C-3te
6
a
J
c