SW3220201_Plansheet - Existing Drainage Area_20220425 (3)

SEE SHEET C300 FOR EROSION CONTROL NOTES
VICINITY MAP
SCALE: 1"=4,000' ® 1 \\ \ \\\
C)
o
LEGEND �/�
.590588.71 / \ \ \ I
EXISTING SIGN = _ _ _ _ = EXISTING CURB AND GUTTER EI 1517619.39
EIP EXISTING IRON PIN PROPOSED CURB AND GUTTER I II El.i 654. 13
EXISTING LIGHT POLE PROPERTY LINE / /' I I NA83
EXISTING UTILITY POLE—x—x—x— EXISTING FENCE
R/W RIGHT-OF-WAY EXISTING UNDERGROUND ELECTRIC LINE'
UGE
EXISTING TREE TO REMAIN OH/U EXISTING OVERHEAD UTILITY LINE / /' /' // / // ,' I \ \ \ / I I I I I by o
�/ � I /
T EXISTING UNDERGROUND TELEPHONE LINE s
�
/ / • / / / / l \ I / I
ry"EXISTING FIRE HYDRANT \ / I I / i _ —C I I ❑ s
SS EXISTING SANITARY SEWER LINE %/ /i \ // // / �/ // ,// U�,/ / \\ \ / ; / II\\ \ \ \ \ \ �\ �I I�- ss
® EXISTING WATER VALVE W EXISTING WATER LINE / / \ / / // / �� I / UOE� / // STONE OPENING \ ,/ \ I��1--
WM 6k� / / I , _ \ STONE OPENING I /
® EXISTING WATER METER / / / , DA — 0.06 AC I \ °
G EXISTING GAS LINE / TEMP. SILT FENCE / I ,/ / / \ — I o \ I I -I'-- 0
�S EXISTING SEWER MANHOLE •/ OPENING (TYP.) C500 �V / (!5
\ \ DA — 0.08 AC / oXXX— — EXISTING CONTOUR LINE `a / i \ \EXISTING STORM MANHOLE / / / � / / / / ss� \l,#ToIIss O101e
eMH I XXX PROPOSED CONTOUR LINE / , / / / � / 2 \ / ON�Mo \ I sPROPOSED STORM MANHOLE EXISTING STORM DRAINAGE PIPE / / // / / ` / ` 6/ /6DENUDED \ 20 4 TEMP. TREE PROTECTION / M o o �I1I— s — — �/
/ 1 / / / LIMITS (TYP.) \ C501 BARRICADE (TYP.) \ ° © 1 S�TII // vT �- —�
❑ DI I EXISTING DRAINAGE STRUCTURE PROPOSED STORM DRAINAGE PIPE / / \� / / / ♦ / / / / — — ` ` \ \ o o p,� ���/-'JJJ I"I // — I / II\
■ PROPOSED DRAINAGE STRUCTURE ' /"
+ + + TEMPORARY SILT FENCE /' / / •// / ♦ / ' /' / , �' I RE1E \ s — — — I/ w J_JII
STONE OPENING IN TEMPORARY SILT FENCE
f TEMPORARY SILT SACK / / / • , / / , \ i /
\•J TEMPORARY TREE PROTECTION BARRICADE // // , / \ // I III // —III
TEMPORARY INLET PROTECTION / / / , , \ �h� I //
LIMITS OF GRADING/CONSTRUCTION / / / / I `— \ i •-_ — I
TEMPORARY ROCK CHECK DAM // / /' / 20
��� . LINED GRASS SWALE I — I
4--
311 � /
S�� — — , TEMPORARY FILTER BERM BASIN . GRASS SWALE � J VGA � /
/ / / SIDE / I /
/ � \ S — — — -ss3 �/ \ I IIITEMP. SILT
T
TEMPORARY DIVERSION SWALE ON/ \
TEMPORARY GRAVEL ENTRANCE x ssFENCE (TY—P.)r /
I�I
I DENUDED LIMITS/ LIMITS,
OUTLET PROTECTION / OF CONSTRUCTION
/ DO NOT TRENCH IN SILT FENCE / ' IN / I
PROPOSED SPILLWAY
— WITHIN THE DRIP LINES OF / I x I I \ — \ \ I I J� EXISTING ASPHALT III
/ EXISTING TREES (TYP.)
30
/ til
I,PARK/NG LOTDRAINAGE BOUNDARY (TYP.) /
1 �/ I\
\/
/ ' / • / / � l ,�/i i i � II I40,
DA = 0.05 AC
/IEX/STINGL�E / / \ �n ♦ I I \ \ 2 TEMP. SILT FENCE
f0RPITS 1 l l I I II / \ / / ' I \ \ \ C501 OPENING (TYP.)
° I , ► III BASIN #1
INV. 645 70 / l . I / l I I / I \ ' / / 1 \ \ \ \ I \\\\�\:N\\ I
I \ — / -12
DISK GOLF pLAST/CDA I / I I I —
/ \ \ / I I — 0.53 AC
TEE I© ----� // �/ J 22» I , I �_ \-----
\m / // �/
I I TEMP. SILT I , \ i \ / I 1 I / �+ / \ ^ / 652 ` _ — - '�Ile
`
I I FENCE (TYP.) C500 �� \ / \ 1 / �/ + / ' 6SI \ / �` \6�
/ STONE OPENING V_\ \ \� I \ ,low
,I '\ I �' 1 DA — 0.04 AC \\
/ DENUDED LIMITS (TYP.) / I / I I 1 / BENCH 1 1 6 I / I \ I
TEMP. DIVERSION I I I 1 / co \ \ EROSION CONTROL MATTING
00 \' — \ \ y \
/ \ / / I I ` 1 / � C5NA GREEN S150 OR APPROVED EQUAL \ I I I • rl, / I \ — — 1 \ \ �'� �\ \ j SWALE (TYP.) I I I 1``\ / % / I TEMP. SEDIMENT BASIN #1 (, I \ 5 TEMP. DIVERSION I \ _ \ \\ <`
EX. GRAWL AREAI l / \ „ I TOP-651 C501 SWALE DRAINAGE BOUNDARY (TYP.) \\
/' I I l I(TYP.)/ 1 I BOTTOM-647 , \ I I I II I
POROUS BAFFLES (TYP.) I \ I I I II I /
I / / ��,� ' \ / , , I ► / , _ I 1 ,65 , / !\ _ J , , \, I EIX/ST/N I II ' ,--\ STONE OPENING
EX. VOLLEYBALL COURT I / I I I 7 � 1 � / __ H SES OE —
.sa F_ \ // I\\ I I Pirsl I III / _
/ / I 9 � I I I / _ DA 0.14 AC
EX. PLAYGROUND o X I / I I I / \
BOULDERS I/� -6
647
E BEN
TEMP. DIVERSION C\ \
\ \ I \
ZajI / \ / C501 SWALE (TYP.) \� \\ / \ Jam' } EXISTING ASPHALT /
BASIN #2 \ \ 1 / ���\ 9 // \\ �\\ I // \\ \\ // PARKING LOT
DA = 0.54 AC STONE OPENING
,
TEMP. SEDIMENT BASIN 6 —\ / \ 0.12 AC
—
I 6 EROSION CONTROL MATTING // / / EX. GRAVEL AREA \ l BASIN #1 C500 \ \`�`� / / / EXISTING
I C500 \ NA GREEN S150 OR APPROVED EQUAL / I \ l ° \ / / PICNIC /
}� I \ SIGN / I(// PROPOSED SPILLWAY \ \ \ \ \�`, /% / / I AREA
6 TEMP. SEDIMENT BASIN I �O I 652� ILLS
C500 BASIN #2 / `a \ I i� \ / �ont:o/ Pt2
I► EX. VOLLEYBALL COURT \ \ `� \ / / \ /' N 5902 1. / ®, \ \ \ \ \ \ \ \ \
BENCH ,
POROUS BAFFLES (TYP.) i�P� \ ♦ - \ \ E/• 651.27 TA�ILES
TEMP. SILT NAD 83 STONE OPENING,
FENCE (TYP.) C50\
\ \
I'll
\
o I �� \ \ \ I DA = 0.11 AC \ \ \ \
GAb� / / / / I0 I I I ° EX , / / -s�L \ \ \ \ //GNIU 0 ' �� \ IN,\ \ ,
BOU DERS / F \ / AREA I \ \
i � l \ _ I �\\6s � / ��� \\� � `\�� \\` ��\ \®GRILL Q \\\ \
\ / 5 TEMP., / / \ — —
� C501 SWALE (TYP.) 0` `� \ \ \ \ � \ I � \
DO NOT TRENCH IN SILT FENCE \ \ TABLES
DRAINAGE BOUNDARY (TYP.) \ / I WITHIN THE DRIP LINES OF 12
EXISTING TREES (TYP.) I , \ \GRILL
EX. PLAYGROUND � I I ♦ , _" "-- — — —6Sr8\ � \ \ � � \ � \
TEMP. TREE PROTECTION ~ \ o ♦♦♦ > \ \ \ \ \ \ \ \
BARRICADE (TYP.) I ♦ \ \ \ \
/ ♦ , / i /� �� \ \ J/ — - \\ TEMP. SILT FENCE r2 I / �♦ ♦ \ \ \
/ / / ♦ OPENING (TYP.) C501 +
///---�—649—�/////
/
/ / / // 1 �♦ ---_—-------_ / /00F/ �'+
/ 2 TEMP. GRAVELCONSTR
/ C500 ENTRANCE
/
t
NORTH
704.333.0093
C DESIGN INC. www.cdesigninc.com
U
W
Cabarrus County
Frank Liske Park
4001 Stough Rd
Concord, NC 28027
Kyle Bilafer
704.920.3201
H
Q
benesch
07 Alfred Benesch & Company
z 2359 Perimeter Pointe Parkway, Suite 350
O Charlotte, NC 28208
U www.benesch.com
P 704.521.9880
Project # 17000392
(ntiA1�7+Hr*ft#+'
LILI
r
U)
R s
Of
•�,. r,mra�`,,.,iaz
copyright 2021, C DESIGN INC.
PLAN NORTH
z PROJECT NUMBER 0604-0522
- DATE 10.28.2021
a
Erosion Control Plan
o Pre -Developed
z (Sheet 1 of 2)
LU
W
cn
Know what's below.
Call before you dig.
M !!!I
20 0 10 20 40
SCALE: 1 "=20'
C302