SW1230602_Plansheet - Grading/Drainage Plan_20230705 (5)

�044 F�_,� I PROJECT:
045
3 106040 II
5 /I T 7.
j,. • t ILEGACY
EST, S O C C E R PARK 2024
MATCH LINE
2 //50 SEE SHEET C-4.1
I
SE
MA dH \ nEE
ADDRESS: 520 PINEY RIDGE ROAD I FOREST
CITY IRUTHERFORD COUNTY NC 28043lX
��
CLIENT:
106 L 220 GRATE
ip NCDOT STD 840.16
GRATE
\ \ / / / / I I /' I I / 1- NCDOT STD 840.16
GRATE
NCDOT STD 840.16
o I -
SLOPE AREA TO DRAIN
LE °AC
otiF =OUil�'�DAT!IiON
1063 I's� CONTACT: TERRY HINES, EXECUTIVE
GRATE DIRECTOR 828.202.4630
I Q I I 23z/ ADDRESS: P.O. BOX 352 1 RUTHERFORDTON NCDOT STD 840.16
RUTHERFORD COUNTY 1 NC 1 28139
\ I 11 \ I I "1 • I I I \ I I I I l I O GRATE
\\ \ \ \ \ t� I I �. I I I ' I \ I = 234 NCDOT STD 840.16
rt'i
CIVIL ENGINEER:
GRATE
236
NCDOT STD 840.16
\ I I DESTINATION
o I
233 — —I — — — \ \ I — I 0 SLOPE ROADSIDE DITCH TO DRAIN TO INLET
35 — — _ _ � o I m
w n 244
oa6047 By 0 ES I GN
1 \
/ \ \ \ \ . .... • � oa9 OPEN THROAT CATCH BASIN
1048 244
O
I 11 \ loso 1055 II NCDOT STD 840.04
/ / o I I I I I I I 1 \ \ bw� > �� ': '.': r: .' .:•:,�.. DESTINA
OPEN ON ALL 4 SIDES
BY DESIGN ENGINEERING
W 1 \ ° o °s I I
W � I ADDRESS: 136 FURMAN RD., STE. 6
�o\� FM FM s \ r oss o 10: 2 ° m
1 \ Q FM ° �•••� I I BOONE I NC 128607
8
\ \
GAS\ \ — 23 I I I SEAL:
/� I GAS ri I I
1 \ FM \ i
/ r__�
\GAS G/S\ l0 �� �\ \ \FM FM O t �`e t(4to �,
_ � CAS z
GASGA
S
GAS�\G _ PROPOSED 3' SHOULDER
GAS G \
I I A \ \ AO A AS
\ \\ \ \\ GAS GA\
_ Si
X \ \ \ \ \ \ \ \ \ GAS � ) / � � O// � ���•�R� �'. ����
03/08/23
FGH
228 NCDOT STD 840.03 (HS-20 RATED)
FGH -- _ c /
226 NCDOT STD 840.03 (HS-20 RATED \ \ \ \ I 1 I W—� =W=
� S
i
DANIEL 9AD(SR 211\ \ GP`'
) �� REVISIONS DATE
I I 7 ✓ m — — ASS
I I cDn — —\—� SS /GASFGH 2A
���
242 NCDOT STD 840.03 (HS-20 RATED) AS AS GAO— GAS GAS` GAS' — GAS GAS GAS
FGH >
240 NCDOT STD 840.03 (HS-20 RATED)
I I n
FGH \
238 NCDOT STD 840.03 (HS-20 RATED) I I�
FGH / I O
n
230 NCDOT STD 840.03 (HS-20 RATED) 1
ON YBRObK DRI(SR 2493) I O
11 \ n
I —
I PROJECT MANAGER: JEG
I( I o DRAWING BY: JEG
I JURISDICTION: FOREST CITY, NC
IDATE: 03/08/23
� I
SHEET TITLE:
o
n
\ I I DRAINAGE PLAN
o
SHEET NUMBER: C_4
STORMWATER NOTES:
DI
1.) THE CONTRACTOR SHALL CLEAN OUT ACCUMULATED SILT IN STORM WATER CONVEYANCE CHANNELS, PIPES, AND
LEGEND DETENTION FACILITIES AT END OF CONSTRUCTION WHEN DISTURBED AREAS HAVE BEEN STABILIZED. I • SCALE: 1" = 40'
2.) ALL HDPE STORM PIPE SHOWN ON THIS PLAN SHALL BE WRAPPED WITH LOCATION WIRE AND TAPE. I OT
PROPOSED STORM PIPE 3.) NCDOT ALTERNATIVE STRUCTURES AND MATERIALS MAY BE USED UPON APPROVAL BY PROJECT ENGINEER. n 40 20 0 40 80
4.) STORMWATER MANAGEMENT FACILITIES AND EROSION CONTROL MEASURES ARE TO BE ACCOMPLISHED PRIOR TO >
PROPOSED 12" PERFORATED ANY OTHER CONSTRUCTION ON THE SITE AND MAINTAINED UNTIL PERMANENT GROUND COVER IS ESTABLISHED. I
UNDERDRAIN STORM WATER MANAGEMENT SHALL BE IN ACCORDANCE WITH COUNTY, STATE, AND OTHER APPROPRIATE I SCALE IN FEET
ORDINANCES AND REGULATIONS IN EFFECT AT TIME OF CONSTRUCTION PLAN APPROVAL. Know Whays below
PROPOSED ADS PIPE 5.) FGH = FRAME, GRATE, AND HOOD. JB = JUNCTION BOX. I O
1 n Call before you dig