SWA000171_Plansheet - Set_20221011

SHEET INDEX
COVER SHEET
C-1
PROJECT NOTES
C-2
EXISTING CONDITIONS
C-3
INITIAL EROSION CONTROL PLAN
C-4
EROSION CONTROL PLAN
C-5
EROSION CONTROL PLAN
C-6
MATERIALS AND INSPECTION
C-7
EROSION CONTROL NOTES
C-8
OVERALL SITE & UTILITY PLAN
C-9
SITE & UTILITY PLAN
C-10
SITE & UTILITY PLAN
C-11
STORM DRAINAGE PLAN
C-12
GRADING & DRAINAGE PLAN
C-13
GRADING & DRAINAGE PLAN
C-14
LANDSCAPE PLAN
C-15
PLAN & PROFILE
PP-1
PLAN & PROFILE
PP-2
PLAN & PROFILE
PP-3
PLAN & PROFILE
PP-4
STORM PROFILES
PP-5
SITE DETAILS
D-1
RETAINING WALL PLAN & PROFILE
D-2
RETAINING WALL PLAN & PROFILE
D-2A
EC DETAILS
D-3
EC DETAILS
D-4
STORM DETAILS
D-5
STORM DETAILS
D-6
SEWER DETAILS
D-7
UTILITY DETAILS
D-8
SCM WET POND DETAILS
D-9
Know what's below.
Cal before you dig.
CONTRACTOR SHALL NOTIFY "NC811" (811) OR (1-800-632-4949) AT
LEAST 3 FULL BUSINESS DAYS PRIOR TO BEGINNING CONSTRUCTION
OR EXCAVATION TO HAVE EXISTING UTILITIES LOCATED.
CONTRACTOR SHALL CONTACT ANY LOCAL UTILITIES THAT PROVIDE
THEIR OWN LOCATOR SERVICES INDEPENDENT OF "NC811". REPORT
ANY DISCREPANCIES TO THE ENGINEER IMMEDIATELY.
SITE CONSTRUCTION PLANS
FOR
FAITCIIA.R......TE-R....-
HKJIIL- 6
0 N. MAIN ST.
FAITH, NC
RESUBMITTAL AUGUST 4, 2022
SITE LOCATION MAP
NOT TO SCALE
UN
VICINITY MAP
NOT TO SCALE
LL
CHARTER WAY
SITE
0
Ci
�9RkSpUR R �tioo 0
RD 'c M
Z
•_LOG BARN
RD FINK ST GARDN ROAD
C G'
CHURCH[ ST SOOL ST
_ y
RANEY ST
GANTT ST (Z RD
BROWN ST alth
N -
D
FISHER ST z
N
CURRENT OWNER
FAITH CHARTER LLC
4321 MEDICAL PARK DR
STE 100
DURHAM, NC 27704
SURVEY CONTACT
SUMMIT DESIGN & ENGINEERING SERVICES
THOMAS TELLUP
320 EXECUTIVE COURT
HILLSBOROUGH, NC 27278
[phone] (PHONE)
[phone] (FAX)
[e-mail]
CURRENT OWNER
APPLICANT:
PIN:
PARCEL ID:
SITE ADDRESS:
JURISDICTION:
RIVER BASIN:
EXISTING USE:
EXISTING ZONING
PROPOSED USE:
DEVELOPER/FUTURE OWNER
HUBRICH CONTRACTING INC
ATTN: STEVE HUBRICH
4321 MEDICAL PARK DR, STE 100
DURHAM, NC 27704
[phone] (PHONE)
ENGINEER CONTACT
SUMMIT DESIGN & ENGINEERING SERVICES
DON SEVER
1110 NAVAHO DR.STE. 600
RALEIGH, NC 27609
[phone] (PHONE)
[phone] (FAX)
[e-mail]
SITE INFORMATION:
TOTAL PROJECT AREA:
TOTAL AREA OF DISTURBANCE
FAITH CHARTER, LLC
HUBRICH CONTRACTING, INC.
5667-15-54-4013
5667-15-54-8649
5667-15-53-3285
412-300
412-013
412 328
0 N. MAIN ST.
TOWN OF FAITH
YADKIN PEE DEE
VACANT AGRUHISTORIC FOREST
B-3
K-6 SCHOOL
MAX. STUDENT CAPACITY = 560
26.28 AC
14.0 AC
PARKING SPACES REQUIRED/ PROVIDED:
40 CLASSROOMS @ 2 SP PER ROOM =
80 SPACES REQUIRED
182 SPACES PROVIDED INCLUDING
7 HANDICAP SPACES
STACKING QUEUE: REQUIRED = 3,116 LF
PROVIDED = 3,156 LF
FRONT SETBACK: 15 FEET
REAR SETBACK: 15 FEET
SIDE SETBACK: 15 FEET TOTAL
cr) cr) cr) }
N N N
N N N
O O O L1J
rn
11 1
0 0 0
N N
N N
O p
\ \ N
O p
� � N
O O N
O
H H 0
Z Z O
W W
0 0 w U)
U U z
3�: 3�: O O
W W U
W' W' W
O O 5; W
U U W
3�: 3�: O
O O U
W' W' z
00� 00� 00�
W W W
0 0 0
W W W
> > >
w w w
W
OOz )Lu
Y
W O Z of
W C- m U Z
N (� aV0U.�N, :0
¢� irW-zz-w arc
N-�o�aaZ��o�
�C7 1j, 'IfW �=a¢w¢WwOZJ
E W C7 QwUQa}vom��
Z =o�Z)=�Zo
W ozQ�wzMLL�R�
C7 O_acnw�v��Z=cam
nZ W >(1)wz0 ooa3F�n
00 z W< W 0} O
F- r3:mz
U OU O
LLJ
U
Q O o
_ w
Q in
X U U)
W � (D U:) W
z LU ~
z z Q LU = w
F- X ~ U) m U) N
W W 0 Z o
o 0 Q
d Q of o EL o
8/4/2022
. E S ��� /jam
; 9.
SEAL
0 0 24627 00 0
;o
Fi, C N E��°° J
°
N 6
>_
ar U
x
W
UA
� T
W =
W m
Z L)
W L (V
U I�
Z ~ �
N
LL
W
loo- co
M U N C
M U ch
a) a>��E
> CO
(� C W N
N C) U U 3
U J M 2 d
CIS �
�1
U Z� J w
� L LI
cn U 0 _
O r � O L.L
V r z z LU
2i� o
I --I z OFwQo< U
PROJECT NO.
21-0196
DRAWING NAME:
21-0196_cs.dwg
SHEET NO.
C-1

N
N
N
N
N
N
O
O
O
Ll_I
co
r
r
O
O
O
N
N
N
N
O
p
\
\
N
O
O
N
N
O
O
O
�
H
Z
H
Z
O
W
W
�
O
O
W
�
U
U
�
z
O
O
w
w
W'
W'
W_
i
�
O
O
W
�
U
U
�
�
0
O
O
U
W'
W'
Z
W
W
W
d
d
d
W
W
W
W
W
W
f�
l(ol
l0
�
M
N
�
w
ayo
OO-002! =
Y
m w,0 �W�Zm�Z
N Q d V T U W Q 0 0
NO Z> Z Z F} Y, Q� U Q
N , O o'50 <Q f wO w
�C7 W m 2T 'wr z.ay J
C7 Q�vaQyLu v�>zx
W �ww¢ Om ,
C-5 Q Z wZL-)°a OprnO<w
z o�=o'oZY'='wZo
>, W 2zQwzPLLtU5�
0. Z m JUw�X>2u)¢aira
Oau)u)zW�OH1-ZLuR
=U
'Z' >u) w ZDOQ�O ww
0 Oo
W �ZJw�y=y0
H 0 F� m Z
U 00 O
W C>
LLU
U ~ LU
in
S
U)
W � (D c=n W
Z LU ~
Z z Q W = Lll
H X H cw m U) N
W � W Z o
O O Q ti
d Q d 0 0 LL o
8/4/2022
�o� /j4-
o
SEAL
0 0 24627 0 �
o °°
z, FiyGINE��°° J
q°
y o
u m
> U
ar U
N
z x
0 w
2
T
W =
W m cD
Z L)cc
z
WL N
U I�
Z ~ �
O o m
w
LOUop
Q °�° M
00
m
M
M U N C
M U M
m a >! c E
> DO E
m �w�o�N
N N p y O 3
U J M 2 d
Z
U-)
Z w �
~ 06
w
r, o �
(j v U
o�U) Q
Z w
�_
zQ >
cnwo� O
PROJECT NO.
21-0196
DRAWING NAME:
21-0196_s.dwg
SHEET NO.
C-9

V) V) V) V) V) V
0 0 0 0 0 o m
N N N N N N
N N N N N N
O
W
O O O O O O
N N
N N
O
N W N c cm)
N O
\ NO
\ m' NN \ \ N
O U
_ O
\ z \ co co \
O W O Z Z Z ZOO
m. W W V)
a U)
2 2 Z
Z
o
o o w w O
U
WO W of of W
> � > O O w
LLJ� L U U of
Z Z �
m
W W W W W
LLJ
U)
LLJ O Q O O O O
U) W U) U) U) U)
> � > > > >
W W W W W
m Z m m m m
I- l(o
Lo I- c 7 N r
wow
00 IXZWWx=
-jcow X H
cn 0,z< W 70} V Ul
w O Z M z m_ z
N'� w aF-0-UF7w¢o�`O_
G z > z Zw0F}}OCQ W W~
d , �w-zZNw00
�d�
O DLL Q -V)QyW
OV V w O W K a } W w Q z cl J
✓1 LL=d a W Q LL Q
H� 7 F �aoe�a��71TYWw
x � Z a WUQQ}vpME
U 0 LLZH"F-Q0 U)Q FLL
C4 z p7=0o z N 2 � ZO
�? o<:5 AL, W~ LL J U3 O
Z QULLJ oLLJ0 Q< tea
O j QQ U)wDO wpz=�
U z >r wzo p023O�w
w N W= Z Z o<� H p 0
�z wgF�mpz
o
U e, �
U
W
O Q Q
2 H Ld F-
Wcn W c=
W
Z LU
U)
U' Z ce p
U:) ?VS
Wx WZ co N
LU N 0 ¢ O Q
"
d Q d cn
9/26/2022
ARo
N°° 000coo ,
i
�ooQ�oFEss/o�9`Q�9 �-
o
o SEAL a =
- o -
24627 0 n
°'o;\'vCI N E .o' J��
q°oaooaaao.° .
U
LU U
N x
W w
Z
W =
W co
Z o
Z m
S N
W
U ti
Z �
y!2 u?
W co
` �LL
G n ro cl)
00
O � N I?N
CY)rn O U N c
> MO Z �
> E
- 0 2 -
{p cn C L 1 .0 C N
O O N O 33
U L)aNi2d 3
00
•
Z
J
Z W r
0 w
Q Q
V z_ z
Fes"♦/ 1^• �
�U C o
Z x U)
O z�
z= 0
Imo_, o ~
cJ� � 04
PROJECT NO.
21-0196
DRAWING NAME:
21-0196_g.dwg
SHEET NO.
C-12

EFFECTIVE r
100 YEAR FLOODPLAIN /
PRELIMINARY / /
100 YEAR FLO OD PLAIN
cy-O
= 111 I)
\ EXISTING — GRANN,\
PT `\
�J)l
yvi
'
1 I 790— i\ ✓ / /, // //j \ vlrrr%J��//
III( fr-
/
VN I / / \ \� / / / / / / LIMITS OF DISTURBANCE.
092
14 AcM
EXISTING GRANITE PIT / / / Nx-
\, EXISTING GRANITE PIT
\�1711'
/l i l l / / \\\ I /r I I -1 FES
FOREBAY
CIL STREAM
30' STREAM
BUFFER
J//
...�
— -C'ULVERT
III Ir /
EXISTING
• j ••/ \ j� / / � WETLAND
• , , / / \ � ,,III /
CCEEANOVT
x.
�//
J /
l�
/
820
EXISTING GRANITE PIT
rL
Ij
I
I
TAPERED EXISTING GRANITE PIT
`\1\l CONC. FLUME
I` � \ / / �� III / I I I \ / l � \ � �� / I /• �
VD CARL I \ `RD
SSMANN RDI I / / \ \ I I � 0 24" CURB AND / / /° I I I ( / / I \ I / °
43— 7742GUTTER, (TYP.) / / _ / / /�' 1I B I / / �` \ J J I / / '� / \ I I r
C 299 a
'G. 890
EXISTING GRANITE PIT
ter /�/ / � 1 / — __ / /�l / \ — >
,ShHOOt(K-8)
L -\
( / \ \ I (� / ��/143,000SF
\
IIII / / 9' ` J ° \ / — / 1 \ 0 ( y IT —83s 2 P/AR I PJJC�
ST 1 ®I Rk,CES) /�)I
F' --I I I/ 11 I I
/ 1'' i — �I IIII I�'i I / / I / / / �IdI(/
CONNECT WATERLINE
A CLINE
14-43-7498
412 011
3 PG. 60 1
I
I
I
I
I
I
I
I
STOP GRADING 123' FROM \ \ %
CULVERT ALONG \ \ > �` a \ \ MATCHLIN S E S 71111
\
I CENTERLINE OF ROADWAY \ \ \ \ �'� / \ \ \ CER \ \
I UNTIL FLOOD PLAIN \ \ \ < \ \ 200 X / \h
PERMITS ARE OBTAINED` 849\
/ LD L�D17
/ LD/� \ •L/ / // \\ ` \ \ \ \
V.
EXISTING /
\ \ \ \ WETLAND 1 �) l' / 848
\ I / \
II III I x\�\\\\l
1 /I/ \ I 846
o\ � III \\ it-_-_-_ I -_ / / \\ _ ,,'� J♦ `�_
/
STOP GRADING 28' EACH
FLOOD PLAIN PERMITS ARE
dOBTAINED
C/LSTREAM,\-
............. \\ \ EXISTING
�0 30' STREAM \ \\ \ ll{ ......1 WETLAND J ej
BUFFER \ �1 \,�\ \ ••••••:• •1\�� \ �\
_ '
I Ili � -- •/���- \ / -,�-- — --_ ,� � \
\ I
. . . ... .... .
.. ... ... ... .
/
I ' /
°
x
i
SEE D-2 FOR
/ RETAINING WALL
/ ELEVATIONS
I /b / I1 / I / / —/ I I I/ I // 1 / / b p/ / x o / ST-4CI
I /� J II / ROOF DRAIN,
r (TYP.)
/Z,
T
o I
_ o
r\ // /
n8 / ION Y ` I I I � / / / // lN0 I II I
8 \ \ 1 I I I a I I I /
/ \ I I / ,- ` � / � /// / � — — ( f / h . ,� ° /,�/ �, J � / / / \ I I° • : I i; 24" CURB AND
/ / � // 830 i // / ( \ \ \ I I Il I I Ira GUTTER, (TYP.)
/ \\ \ I I \\ I •" I
00
Z
/
00
I I I
OD
I/ I I I I I I x \ \� ST-5 Cl
xo \
I►Ir— _3''
w /
r
31+D \ \\/�/� ��---- x�
OD ST-9 Cl
+00
vv
07 It
A%v
l
JOHNSON OKEY JR AND / / \I r J / / .6 1° — / °, / 24" CURB AND
LYDIA SUE LAMBERT / 85 x e� / GUTTER, (TYP.)
PIN: 5667— 15-53-0347 / / / 1 / / ST- FES
PARCEL: 412 035 STt7 CI
D.B. 940 PG. 444 \ \ \\ \ IN
I s LD — DLD
S HIGH ILD �L1
KNEEL WALL ST-8 CI r
5' OFF P/L—
°
— ENE — E ABOVE — 11 I I r -- RONNIE D HATLZ
EmommiRU-1
WILLIAM TI)
DEBORAH HO
PIN_ 5667—
PARCEL:
D. B- 0621
WETLAND CONTACT
PILOT ENVIRONMENTAL INC.
MICHAEL BRAME
PO BOX 128
KERNERSVILLE, NC 27285
WWW.PILOTENVIRO.COM
S 7 CI
I
LD /
� E /
LD
_�� LD
B ST-8 CI - ^`
/ 846
l+th
GADER ROAD (50' ROWSp _
GRAPHIC SCALE
20 0 10 20 40 80
( IN FEET)
I inch = 40 ft.
°
o \
�o
24" CURB AND
GUTTER, (TYP.)
Know what's below.
Cal I before you dig.
0
0
0
0
0
o
pp
N
N
N
N
N
N
N
N
N
N
N
N
N
Q
c0
N
r7
7
CD
�
0
0
0
0
0
0
N
N
N
N
0
CD
N
bi
N
\
N
N
\
D_
NN
\
\
\
O
7
O
O
N
z
0
o
w
o
z
z
w
w
co
z
LLJ
o
z
0
O
0
O
O
w
w
O
w
o
wLd
�
w
i
>
>
o
o
w
Of
(r
O
O
D_
z
z
F_
<o
o�o<
U
D'
U
O
O
U
Z
1r_O
Z
D_
D_
Z
D'
m
w
w
o
w
a_
w
a_
w
a_
w
a_
U)
ow0000
w
w
w
w
w
—
z
I [ifD_
01
1D_
I-+fl
L0
'dc+7
N
r
wow
NOQOOZ��x
W O Z in w CY Z m U Z
a~� U F J W¢ �� o
p z
d,
Z ZwmF}}mw<50 �
�w-zzNw�d�
N
O �oOU¢ Qrrfi QNw
5} -Ow
�r�
OV w
'fj
C)wa'a'
w x d Q W Q Q
x �
LL
F
a wUQQYvpmc?
z
p�6190z WZx WE
�?Q2lL W~ LL J U3O
� Z
0
QUo�EgU¢?tea
QQUw>>w0Z=�
>�w�o�p 230Oo
W
N� wvZ!5
�wgFTm°
U
-
O
Q
Q
2 H
LLI
aC
=
CO
W @
W
W
Z
C.7
Z
of
p
LU
m
U X
U
Z
(0 N
W W
W
Z
— N
o ¢
o
Q
co
0- ¢
d
�
Lo
9/26/2022
�ooQ�oFEss/_/v * 7
SEAL o
0 0 24627 0
°°
00-
l
�
U
x
93
x
w
z
z
W
co
z
o
z
m
S
('4
L)
ti
z
F-
S2
_0
co
00
Q
I
"_0 W
O
M
—
CD N N
O U N c
i.
0
>
-
o rn
Zf
O O N O 33
U
.2aNiSd 3
�00
�I
zw
r
0
(0O
00
N
V�
z z
�
F�
N
LV
U
Cj
ZxCl)
H
O
uE­q
zcl�
<Z
w
Z =
cJ� w
NQ
- L.L
z
Q
0—
w
Q
z
Q
0
06
f
V
z
0
L.L
V
PROJECT NO.
21-0196
DRAWING NAME:
21-0196_g.dwg
SHEET NO.
C-13

V) V) V) V) V) V
0 0 0 0 0 o m
N N N N N N
N N N N N N
O
W
O O O O O O
N N
N N
O
N W N c cm)
N O
\ NO
\ m' NN \ \ N
O U
_ O
\ z \ co co \
O W O Z Z Z ZOO
m. W W V)
a U)
2 2 Z
Z
o
o o w w O
U
WO W of of W
> � > O O w
LLJ� L U U of
Z Z �
m
W W W W W
LLJ
U)
LLJ O Q O O O O
U) W U) U) U) U)
> � > > > >
W W W W W
m Z m m m m
I- l(o
Lo I- c 7 N r
wow
00 IXZWWx=
-jcow X H
cn 0,z< W 70} V Ul
w O Z M z m_ z
N'� w aF-0-UF7w¢o�`O_
G z > z Zw0F}}OCQ W W~
d , �w-zZNw00
�d�
O DLL Q -V)QyW
OV V w O W K a } W w Q z cl J
✓1 LL=d a W Q LL Q
H� 7 F �aoe�a��71TYWw
x � Z a WUQQ}vpME
U 0 LLZH"F-Q0 U)Q FLL
C4 z p7=0o z N 2 � ZO
�? o<:5 AL, W~ LL J U3 O
Z QULLJ oLLJ0 Q< tea
O j QQ U)wDO wpz=�
U z >r wzo p023O�w
w N W= Z Z o<� H p 0
�z wgF�mpz
o
U e, �
U
W
O Q Q
2 H Ld F-
Wcn W c=
W
Z LU
U)
U' Z ce p
U:) ?VS
Wx WZ co N
LU N 0 ¢ O Q
"
d Q d cn
9/26/2022
ARo
N°° 000coo ,
i
�ooQ�oFEss/o�9`Q�9 �-
o
o SEAL a =
- o -
24627 0 n
°'o;\'vCI N E .o' J��
q°oaooaaao.° .
U
LU U
H x
W w
Z
W =
W co
Z o
Z m
S N
W
U ti
Z �
y!2 u?
W co
` �LL
n ro cl)
00
O � N I?N
CY)rn O U N c
> MO Z �
> E
- 0 2 -
{p cn C L 1 .0 C N
O O N O 33
U L)aNi2d 3
0
1
W
�I
ZW r
o z
0
00
u Q Q
Z �
� x JLl
0
Cj U
ozs
ZxU)� z
Z
V�<Z 0
W = Q
Zo~
cJ� � lLL
PROJECT NO.
21-0196
DRAWING NAME:
21-0196_g.dwg
SHEET NO.
C-14

Know what's below.
Call before you dig.
GRAPHIC SCALE
50 0 25 50 100 200
( IN FEET)
1 inch = 100 ft.
�S.
/ /o iii� �ij'✓o���f///�r'� f 1 j ' /\�Jl((�\���� \// v\��1110�� �z L�1
\\`VI a 11 //, JYy/ /<�c\\ ✓ r \ \ \° I I I / /1�
/ / / r / \�\\
/ / '_�-� � ass
0
1�
0
\\� \goo//Z L��} / /�(l / I 77_
J„
�8\1- �/_�10 I/;�Se�o /
''f'/7�
/ 7/ ,
I��l�l� I1//� /) / // / / // I / l l lj ,, \ / �/ /
S/I/
—
Ik \\�� -8�0, ��_/—� //1_Li\ \i 9oI1n��o�o%< />>111I„i //llI // JI J/l,l/ ,
\EDGE EXISTING GRANITE ,� /�b�����)/N/r/ / JIB/J/ f // / // / /// //�ffly
001
—/
i/
�\esoI \ \ / \ \ \ \
I \ IV — T85/ / �5J1�111111 \\��
�'
,��
�1 I'° \\JI/� ✓//ice/��r/��/ ,� EXISTING / ///�>>�
//� Ire;/ / , / 1
//
/ ,�/ / IMPERVIOUS ' 850-
\W I 233,560 SF \�\�,�\\
100 YEAR FLOODPLAIN —
21
'moo
>%/ /
< /ozj
'11
'/ � 11 , � (, � ,� �J;=�1111I� �� , /�' ► ////,��'f / � / / /'
/
830Jcb
JY
7 7,
i
I
I I
W T T Vim\ �� V��_h _0— \ \ �Ss 77
�_ S
LEGEND
EXISTING IMPERVIOUS
W— — —W
EXISTING
IMPERVIOUS
233,560 SF
C
o
-
o
m
N
N
N
N
N
N
O
O
O
w
11
�
�
o
00
r-
r-
o
O
o
N
N
N
N
O
ON
N
N
\
O
O
N
N
O
O
0
U)
V
z
z
�
w
w
In
:2t
:!E
F--
O
O
w
U)
�
z
w
w
0
o
->
5;
v)
w
>
'
O
O
w
�
U
U
<
<
o
�
�
z
Elf
Of
Ir
w
w
w
a_
a-
a-
n
0
0
w
w
w
�2
�2
CO
W
>
W
w
W C
U) W
50Z��=
Q
W O Z 2 W 51 Z m 011) Z
U O
N
N z J
a U H J Q W U F
Y
O
W U W
O p U U Q- Z J
z�
�C7 i
p H
w Qa
x W Z
a awp Waa�Vomp
C]
p0P
H
W U Q U W
H
g4
x W
(
Z Opx'W?cn=�ZO
U Z Z
� z0 Or=xw0
Z.
W
^�+ Z
Q OZQ W Z~ �JCnO
LZLI
~UpK�
p
V]
0QWWDpWOZWE
OUZWUU-�O=U
z
> Z p O Q Zi F O W U W
QWUC7Z QQ p
J H
I
U J Z Q T J
F D W J F m°
U
W
Q
IZC/3
w
Z
(D0
~ X
W LU
o¢
LU
Q�
~
W
o�
O
w
o
U)
m
Z
Q�
O
U
Q
173
=
o
U) N
CD
U�
a Q
��
a
o
o,
LL o
8/4/2022
\Illlnuil„��
\ o \\A CAR��'',,,
ss/a-oo9 �'Ir
eoo
° SEAL < °
0 0 24627 0
Ch
L)
U
LU
N
Vr
x
W
�
T
LLI
W
Z
m
U
coo
W
L
N
M
U
I�
z
~
7
��
N
`
�a
LOU
p_
� M
0,0
(3) 7 N N
U U M c
M
o �z
m
a. Vim'.ff
_
�Q)o-�
�WsCN
2SZ
a) 02 O
U
J M 2 a 5
Z
�
w
o�
U�
z
z
J
0
�v
L)
z
=
UV
o
zo
Q Z
<
o LL
a_
Q
oQ
W LLJ
0-
0
J
>(D
wQ
0 Z
wQ
a_0
PROJECT NO.
21-0196
DRAWING NAME:
PRE -DEVELOPED
SHEET NO.
DA-1

Know what's below.
Call before you dig.
GRAPHIC SCALE
20 0 10 20 40 80
(IN FEET)
I inch = 40 ft.
--,\ �1111
X\
I1`°�
LD
s \A—�p.�
g
45'
\�/ / /
i,-
ep1L`1/�� ///IA(
Cb
\ mOp\ o� \ 810- -81°- 88,70 810� (O/��II/Of I roy��( AN19
44
^\ \\ ✓ —80 ?y - (-l"
\\ \T I \\--�—'�i�/� %R�J/ �%�i�/ / a4h//o
PROPERTY BOUNDARY
\
P-� l \
�71
�
I \ IIII` EDGE EXISTING
790
"o- /� \ \ \
\ \\ \k\ PRELIMINARY / / /
SCM — / / r / i/ / J \ I ��( ���' 100 YEAR FLOODPLAIN'
1 / \�// //S��/jam /;' /r' / ') l� \\�� \ �� � �•i $50-/���1 /\
Oil
�
i�`11 G I
LIMITS OF DISTURBANCE
J
11
J I
I
� 1 I
85
POST DEVELOPED AREA TO
POND
6.67 ACRES
NEW IMPERVIOUS 102,241 SF
PROPERTY BOUNDARY 1,144,756 SF
TOTAL SURFACE WATER AREA 20,000 SF
TOTAL PROJECT AREA 1,124,756 SF
BUA EXISTING 233,560 SF
NEW BUILT UPON AREA 102,241 SF
PROJECT DENSITY 11.5%
LEGEND
ROOF
SIDEWALK/DRIVEWAY/PARKING
EXISTING IMPERVIOUS
EXISTING
IMPERVIOUS
233,560 SF
EXISTING IMPERVIOUS AREA IS
233,560 SF WHICH IS EXPOSED
GRANITE. NEW INCREASED
IMPERVIOUS AREA IS 102,241 SF
WHICH WILL BE COLLECTED TO
THE SCM WET POND.
Cl)
V)
o
o
m
N
N
N
N
N
N
0
0
o
w
n
Q
�
�
o
00
r-
r-
O
O
0
N
N
N
N
0
ON
N
o
N
i
r
n
N
O
O
0
r-
z
z
O
w
w
V)
0
Li
U
0L
z
w
w
0
O
U
>
w
5;
LU
0
0
W
U
U
z
z
o
0
0
U
o,
�
z
Of
w
W
W
(I-
D_
0_
0
0
0
w
w
w
Cn
co
co
>
>
w
W
W
w
OO
W OZ w7ZarOUZ
NZU
a�0U���¢��-`O
' w- �Q�!g
� Q �
ZO Q�LL=ZZ�uIW�
z
� -WoU¢¢Z
OCn7
� �=aQ¢
w �
T W Z
i 5<wW¢aZUOmRF
�°a�u,W�w
(~ �i
e W
Zc� d'Z'0 M F,Z
Zoso z=xl D Z
. T+
gVZ F
Q �_ ¢ W LwJ
w
~Up����¢a�a
O CJ
> w
Ogaww>wOz�
„unmZ
z
W(r. �O=U
>UwZoo¢>��pw0
��UZQ�OQ�
LD wJF3m°
U 0—
LUU
_ o
11� ecru
w
z
O
o
w
�
C/)
Q
O
w
U)
(0)
LU
LU
LU
CD
z
X�
LU LU J
O Q
z
W
O
LU
zp
o
cc
z:
Q
>:
0
w
� N
o
CO`r
0- Q
O�
0-
co
CD
[if
Q
L co
LL o
8/4/2022
CARo7
�9< o °�
SEAL
o 24627 0
ULLI
U
rNx
T
W
Z
m
U
�
z
�
N
W
N
M
U
I�
z
~
Ln
��
W
Q
a
cro- co
N
M
_
N
M Z) M
z
a u) E
>
L) E
N 06
N
. LU - � 3
N O N p
U
i co 3
Cn
~
�T1
L'
u
z
z_
�j
LI^J
J
�
�v
C)
z
�ry
ouzo
w�Qz
�woLQL
z
a_
CQ
G
wQ
Ow
wQ
w
w CD
oQ
�z
Cn Q
O�
a_ 0
PROJECT NO.
21-0196
DRAWING NAME:
21-0196_BASE-DA
SHEET NO.
DA-2