SW6220904_Plansheet - Grading/Drainage Plan_20221102 (2)

2 1/2" EIP
LEANING
O ERS 1"ANGLE
O IRON
1
1
I
1
1
I
1
1
1
1
I
1
1
I
1
1
1
1
I
1
1
ROAD SIDE DITCHES
TO BE REINFORCED INV
WITH NAG S75 MATTING 1 329.34
STAPLE PATTERN D 1 0
PAUL W. WILKES & WIFE, ° �11 U-
HEDI J. WILKES 1
DB 688, PG 459
1 '329.75
li
1 INV 324.90 j
PIPE 1 V
62.00 LF @ 2.02%
18" CLASS V RCP I
INV I
z la n M
TEMPORARY
CONSTRUCTION
1
PP
' SEE PLAN FOR WIDTH
1
BERMUDA GRASS OR EXISTING
EROSION CONTRL LINING GROUND
SEE GRADING PLAN(
1
' 1L J1
2 yid 2 DEPTH 2
1�
1� ( ( �1
"TMM..
COMPACTED
SUBGRADE
2.0' UNLESS
OTHERWISE SHOWN
N-
11 1
CROSS SECTION FOR DITCH 2, 69 & 10
I 1.
I
1 TBM
I ,\ 4D DISK #1
I\ N 458,931.849
E 1,896,989.414
ELEV 332.09
INC GRID NAD 83
(2011)
NAVD 88
EXISTING PIPE LENGTH
TO BE REDUCED BY 2'
DITCH #1
TO BE REINFORCED
Yl WITH NAG SC250 PERMANENT MATTING
STAPLE PATTERN E
IMMEDIATELY UPON CONSTRUCTION
STOCKPILE
AREA
327.92��SF --, (
1 PIPE 2 26.00 LF @ 6.35% 36" RCP_
1/2"
EIP
LEGEND:
PK 0 PK-PK NAIL
E"Z ECM -EXISTING CONCRETE MONUMENT
EIP 00 EIP-EXISTING IRON PIPE
EIR 00 EIR-EXISTING IRON ROD
EIS O EIS -EXISTING IRON STAKE
EPKO EPK-EXISTING PK NAIL
ECSO ECS-EXISTING COTTON SPINDLE
SPKO SPK-SET PK NAIL
o COMPUTED POINT
N/F - NOW OR FORMERLY
R/W - RIGHT OF WAY
RCP - REINFORCED CONCRETE PIPE
PROPERTY LINE
ADJACENT PROPERTY LINE
TIE LINE
RIGHT-OF-WAY
UGT UNDERGROUND TELEPHONE LINE
// OVERHEAD UTILITY
X FENCE LINE
TREE LINE
325 MAJOR CONTOUR
322 MINOR CONTOUR
x 329.34' SPOT ELEVATION
BENCHMARK
© MAILBOX
pp UTILITY POLE
❑T TELEPHONE PEDESTAL
,CFIRE HYDRANT
LuJ WATER METER
ASPHALT
0 SOIL
UNSUITABLE SOILS
— roc— roc— LIMITS OF CONSTRUCTION
— sF — sF — SILT FENCE LINE
—.■ — —.■ —JUTE NETTING
— DIV — DIV — DIVERSION BERM
0INLET PROTECTION
OCHECK DAM
4p
s�
m
0
NC GRID NAD 83 (2011) C
'Y
O�
S�
N/F
SHAUNNA MARIE DUNLAP
DB 661, PG 763
DITCH #5
TO BE REINFORCED \
WITH NAG C125BN MATTING l
STAPLE PATTERN D
341 �.�.
344
- SF SF SF SF SIF SrSF
LOC LOC L0 -� LOC — LOG_7 LOC LOC-
0 \ \
ENTRANCE Sp 0 LFi( 36" RCP \\ \� Sp /— T ^ -
J
Q
o
INV 1NV 323.65
323.95 326.24 26.50 LF C� 0.57%
�N61 11 11 • f i - 36" CLASS V RCP m \
RIP RAP DISSIPATER! �5 0 off'' M v 1
L=9' W=4.5/10.5' OZ'CI-16
D-8" 10-12„ o FES
CLASS B 18" THICK M� , ,,
1 1 I O RIP RAP DISSIPATER I•
325 / L-24' W=9/27' /
I1 fn D50=10" D.Ax 15" O \
DITCH #2 CLASS 1 22.5" THICK
I i� ' TO BE REINFORCED CI-12
I r l o O 1 O O I N O O O O 10 11 12
WITH NAG S75 MATTING o I� 47 \ O / O o T o
N/F STAPLE PATTERN D O \ � o
IMMEDIATELY UPON CONSTRUCTION s
ARNOLD R. BOWEN &WIFE, / 'AtC 6I-13 \ J y
SYLVIA G. BOWEN 1 54.00 LF @ 0.56% 18" RCP
�
26.50 LF @ 0.57% 18" RCP
I I' z
DB 262, PG 473 1 I �1 2' BOTTOM `� J'� �' l I " 0
0 SIDE SLOPE 6'® 3.1 b I�1
� � L
0 1
Q 3 TIE ® 2:1 l SErAE.. I f J�111" y
1LI: % E.�P:':''.' 322 El \ 32 LOC 1 rT1
U ,� I / pRP.:. i.: FES-14 \ m INLET \
/� z
m r- :'. N 459,085.466 \ / �� o I PROTECTION `\ DITCH #7 DITCH #8 1
I 1 E 1,897,278.713 _ �i TO BE SEEDED
o TO BE SEEDED
Q a I �'' NC GRID NAD 83 �'8 JI (T) WITHIN 7 DAYS WITHIN 7 DAYS 1D
J . w RIP RAP DISSIPATER (2011) LIMITS OF CONSTRUCTION M
o a \ O M 001 001 001 0 1 001
1 co 29L=9' W=4.5/10.5' �` .. 7.8 AC I 001 001 001 001 00l —� n
I
U 20 DRAINAGE `Oc D,�B" DMA1�12" 3 3 CI-9 \ ` ( ) OT-5 21:75 LF C� 0.69% 24" RCP 001 001 001 ^ 341.. — .. — .. — .. — . — .. — .. — .. — .. — .. — .. — .. — .. —OT-1 — 341.. — .. — .. — F-
C .S DITCH #3 CLASS B 18' THICK `OC LOC LOC OC LOC LOC L C LOC LO Ol 001 00 001 00 21.75 LF C� 0.69% 24 RCP
EASEMENT 33.50 LF C� 0.90% 18" RCP Z
14� TO BE REINFORCED REDUCED SHOULDER
RIP RAP DISSIPATER WITH NAG S75 MATTING 6' SHOULDER @ \ �29.37 CI-6 m
L=3' W=1 /3' STAPLE PATTERN D 1.5% FS 2s
1 D-8" D,,, 12" �2e 329.51 \ 4) 26.50 LF @ 0.57% g39 CI-2 26.50 LF @ 0.57%
I 3:1 BS \ PINNACLE COURT 1
- TEMPORARY SKIMMER BASIN #1 "3 \ as < 1 `24" CLASS V RCP \ 24" CLASS 3 RCP cA
CLASS B 18" THICK ��a, \ ' 332.02 s \ 50' R/W (PUBLIC) 341 34� m
1 \ L=96', W=20', D=3' 331.22 �s 3> CI-7 34p � I r-1
1 SIDE SLOPES= 2:1 \ CI-10
TOP OF BASIN: : 319. ' 32.00 LF @ 4.06% 18" RCP a28 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 1 CI-3 _ m
1 BOTTOM OF BASIN: 319.00' F Sf0� OC LOC _ LOC L C LO LOCH F F F �q F Sao ��o SF F m RIP RAP DISSIPATER gg
6' EMERGENCY SPILLWAY: 321.00 — - SF LOC L0C LOC LO — LO — LO — LOGS —LOGS .. LO Lys.. — .. — .. �Q
L=9' W=4.5/10.5' ,FES-11 1—..—..—..—..—..—..—..—..—..—..——..—..—..—.—..—..—..—..—.. —..—.. —.. —.. —..� �
\ 1 ) INVERT OF SKIMMER: 319.00' w 48.00 LF @ 0.52% 24" RCP
I SIDE SLOPES OF BASIN ARE TO DS0=8" D-12" w I �, 48.00 LF C� 0.56% 24" RCP n
1 CLASS B 18" THICK DITCH 4 M rl of TEMPORARY SKIMMER BASIN 3 '
BE SEEDED WITHIN SEVEN DAYS. # l FES-8 #
1 **ATTACH A 1.5" FAIRCLOTH SKIMMER (OR EQUAL) TO BE REINFORCED L=130', W=40', D=3' ( I \
WITH NAG S75 MATTING SIDE SLOPES= 2:1 RIP RAP DISSIPATER 1 N
WITH 1.0" ORIFICE FOR DEWATERING THE STAPLE PATTERN D RIP RAP DISSIPATER Ln - I O � 0 340
1 SEDIMENT BASIN DURING CONSTRUCTION \ / TOP OF BASIN: 336.80' L=12' W=6 14' ""....M "
I TEMPORARY SKIMMER BASIN 2 L=12' W=6 14' I < / M DITCH #9 I
1 \ # D-8" DmA 12" v BOTTOM OF BASIN: 333.80' D-8" D—L12"
1\ CA2 0 o I TO BE SEEDED
L=73', W=30', D=3' , S" : \":"..:. o � 12' EMERGENCY SPILLWAY: 325.80' CLASS B 18" THICK �
1 SIDE SLOPES= 2:1 CLASS B 18" THICK � w I WITHIN 7 DAYS
I TOP OF BASIN: 326.50' "" INVERT OF SKIMMER: 333.80' A r
\ I < I SIDE SLOPES OF BASIN ARE TO o v
ECM WITH 1 BOTTOM OF BASIN: 323.50' I IU) M BE SEEDED WITHIN SEVEN DAYS. O
1" EIP , 1\ 6' EMERGENCY SPILLWAY: 325.50' \ \ ` r " �� **ATTACH A 2.0" FAIRCLOTH SKIMMER (OR EQUAL) ""."." J
,\ INVERT OF SKIMMER: 323.50' ) \ STOCKPILE 1 20' DRAINAGE _j WITH 1.7" ORIFICE FOR DEWATERING THE
0 SIDE SLOPES OF BASIN ARE TO / 1 \ AREA ` EASEMENT SEDIMENT BASIN DURING CONSTRUCTION.
1/2� BE SEEDED WITHIN SEVEN DAYS.
I • "".. 37 1
EIP **ATTACH A 1.5" FAIRCLOTH SKIMMER (OR EQUAL) \ \ 46 45 44 IN o O O o
1 \
1 43 42 41 40 39 38 �
1 ERS 1 WITH 1.1" ORIFICE FOR DEWATERING THE �� N
I 1\ N F SEDIMENT BASIN DURING CONSTRUCTION. ` ( I
H. P. WALTERS & WIFE, �I co o.
I�
N/F 1 I BETTY WALTERS \ l \ t I r
O
RICHARD L. MUMMA JR. &WIFE, 1 1 DB 200, PG 187 �o ` / SILT FENCING ::", - n M `: Z::" J
SHARON D. MUMMA I 1 s�o \\ (TYP) v>11
DB 834, PG 150
\ CO o M. 1
\ \ \ ..:""."":.D :. RIP RAP DISSIPATE
1 Ii I ( TEMPORARY SKIMMER BASIN 4 cn L=3 W=1 3
# O m/
\ L=180', W=45', D=3' D-8" D-12"
1 RIP RAP DISSIPATER I _ m"
I 1 1 0 2' BOTTOM Z .". CLASS B 18" THICK
L=3' W=1 3' SIDE SLOPES- 2:1
DIVERSION BERM / o
\ TO BE SEEDED D-8" D-12" SIDE SLOPE 6'® 3:1 TOP OF BASIN: 339.50' l
BOTTOM OF BASIN: 336.50'
1 I\ WITHIN 7 DAYS (TYP) DITCH #6 CLASS B 18" THICK �. A TIE ®2:1 r I
1 , > TO BE REINFORCED I U) vl c 12' EMERGENCY SPILLWAY: 338.50' o V
1 20' `DRAINAGE WITH NAG SC150 MATTING a40 INVERT OF SKIMMER: 336.50' 0 o
I EASEMENT STAPLE PATTERN D �I U SIDE SLOPES OF BASIN ARE TO
I
00-1 0 ✓\ BE SEEDED WITHIN SEVEN DAYS.
-1)01 001 00
11 \ LOC L0('■
I
1
1
1
1
0
USE NCDOTSTOCKPILE
W 838.01.�
'
L--ZjX
l
X X R X
X �J
.
001 —*OI
_DOl` DOl
340
DOI DOI �0
z
0
D w
25' DRAINAGE EASEMENT
\—
SF
w
\ O
00
1
N 459,255.995
00 1
I
IV DI
**ATTACH A 2.5 FAIRCLOTH SKIMMER (OR EQUAL)
1 , •
E 1,897,675.999
NC GRID NAD 83\
D V
328
333
WITH 2.1" ORIFICE FOR DEWATERING THE
SEDIMENT BASIN DURING CONSTRUCTION.
1
(2011) 1/2"
31/2"°
I ,
O
EIP
X
2" FLAT
STEEL
EIR
1EIIR X
-
I
I Know what's below.
\ � \
'
1 Call
before dig.
I
N/F
I
you
N/F
ELIZABETH MARIE DAYTON-FRUM
DB 1178, PG 995
CHARLES R. BEECHER & WIFE,
_
SHERRIE A. LANDON
1
I1 ,
N/F
(� 2
TRACT 2 OF
DB 1187, PG 651
ANTHONY HUBERT & WIFE,
CHERYL M. HUBERT
-�
N/F
I
1
1
DB 954, PG 142
CHARLES R. BEECHER & WIFE,
I
GRAPHIC SCALE
*ALL STORM PIPE TO BE CLASS III
PC 3-14, MAP 3
SHERRIE A. LANDON
TRACT 1 OF
I1
ECS
RCP UNLESS OTHERWISE NOTED.
DB 1187, PG 651
50 0 25 50 100
I
PC 3-14, MAP 3
I
1 ,
( IN FEET )
1
1 inch - 50 ft.
ERS �
1
I
,
I
I
1
1 THE CONTRACTOR MUST CONTACT
NORTH CAROLINA ONE CALL CENTER AT 1-800-632-4949 A
MINIMUM OF 72
HOURS PRIOR TO DIGGING IN
ORDER TO HAVE THE EXISTING UTILITIES LOCATED
1
1
1
1
200 I I
4 4Dsite
solutions
civil engineering I land surveying
409 Chicago Drive, Suite 112, Fayetteville, INC 28306
office 1910-426-6777 fax [phone] license number I C-2354
wwwAD site solutions.com
IICAR9 �%
.•••• ••.
•% `9 i
,•4� SEA �� •;
0274
0
REVISIONS
PROJECT NAME
HIDDEN
VALLEY
SUBDIVISION
DETAILED
GRADING AND
EROSION
CONTROL PLAN
CLIENT
TG VENTURES LLC
9820 US Hwy 301 North
Lumberton, North Carolina 28360
Phone: [phone]
PROJECT INFORMATION
DESIGNED BY:
BRETT
DRAWN BY:
BRETT
CHECKED BY:
SCOTT
PROJECT NUMBER:
1860
DRAWING SCALE
HORIZONTAL: 1 "=50'
DATE RELEASED
AUGUST 9, 2022
SHEET NUMBER
C-3m 1