HomeMy WebLinkAboutSW6240105_Plansheet - Grading/Drainage Plan_20240424 (4) ■
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E P EGEND: Mq TRH LINE _ solutions
Oo EIP-EXISTING IRON PIPE SEES civil engineering land surveying
EPKO EPK-EXISTING PK NAIL ♦ HEFT �� 409 Chicago Drive,Suite 112,Fayetteville,NC 28306
ERB , `3• 1 office 1 910-426-6777 fax 1 910-426-5777 license number I C-2354
f iiii■ wwwADsitesolutions.com
O ERB-EXISTING REBAR TEMPORARY SKIMMER BASIN #8 ( G
a COMPUTED POINT L=70', W=40', D=3' /
N/F NOW OR FORMERLY I J
R/W - RIGHT OF WAY / TOP OFBASINS 22300' /�J�\
PROPERTY LINE
BOTTOM OF BASIN: 220.00'
ADJACENT PROPERTY LINE \2 / `
8 EMERGENCY SPILLWAY: 222.00 l ,
TIE LINE BE SEEDED WITHIN SEVEN DAYS. / ° ���'( 4
SIDE SLOPES OF BASIN ARE TO w ``���1�CARO
-- RIGHT-OF-WAY ^ s* \� / \ `� 0,.-*iESS/0**%
.•••• ••.
ATTACH A 1.5" FAIRCLOTH SKIMMER
WL WATER LINE 7 J •QIN
(OR EQUAL) WITH 1.0" ORIFICE FOR :Q-
OVERHEAD UTILITY DEWATERING THE SEDIMENT l 53 _ SEA
1 \\ BASIN DURING CONSTRUCTION. 0 E'
74
CREEK / S� yL
So
WETLANDS a l �q/Nq \\\ff DITCH #38 �j� S,
/ F 10' UTILITY & // C
G TO BE REINFORCED /
30' 30' 30' VEGETATED BUFFER F � � DRAINAGE DITCH #35 ////��1�111����`�
EXISTING EASEMENT LINE / I ASF,�F I > WITH NAG S200 MATTING EASEMENT TO BE REINFORCED
X FENCE LINE E Soto L NT 226.00 STAPLE PATTERN E o
TREE LINE 5�� Ti C0 \ do WITH NAG S75 MATTING
23o MAJOR CONTOUR O N \G o r i \ 00� - �;TAPLE PATTERN D 001 ,L�
/ �� \ U / .2.2'.Z
�� RIP RAP DISSIPATER aC (o- JO _
232 MINOR CONTOUR �� L=3' W=1'/3' 236.54 238.37
�F Dsa=8" Dm�12' \ �/ 5 REVISIONS
x 23-Q4 BPOT ELEVATION CLASS B 18" THICK HOC 233 �3 RUBYFIELD COURT
BENCHMARK
5�" SIGN
\, / � 1 �2' DITCH � 50' R/W (PUBLIC & UTILITY ACCESS) �
m TRANSFORMER
�, *PLACE MATTING IN FLOW PATH BOTTOM 232.60 -235.68 / 238.37__
c STREET LIGHT � N THRU BASIN AFTER BASIN ' 10 `237 237
G h
AREA IS RECLAIMED ( I� 4
PP. UTILITY POLE ti° / 1 236.52
C GUY WIRE o �P� ` I r I <1 236.06 ��� DITCH #36
zss TO BE EED�ED
-C
❑T TELEPHONE PEDESTAL z CD ( WITHIN 7 DAYS
D4 WATER VALVE rr . I / 51 /J J
FIRE HYDRANT 0 235.69
�CfJ f /
❑❑ WATER METER z i ( �\ \ ��
\ UTILITY &
ASPHALT 1 0 10 DRAINAGE DITCH #37
WETLANDS o \ ( EASEMENT TO BE SEEDED
WITHIN 7 DAYS
N
\UNSUITABLE SOILS
-roc-roc- LIMITS OF CONSTRUCTION
-SF -SF - SILT FENCE LINE �� /C)
-.N -.N - JUTE NETTING
-Div-Div- DIVERSION BERM
0INLET PROTECTION
218
SHEET KEY
PROJECT NAME
C3.4 "° y anti �� f
C3.3 C3.2 /� �40 , r ELYSE
° p
i2' DITCH TO EITCH REINFORCED
BOTTOM yylm NAG S75 MATTING / 42 43 44 MEADOWS
Ao ��. 2� J. 00^ STAPLE PATTERN D
� r' ( o ` 10' UTILITY & DITCH #14 S,cU DRAINAGE TO BE REINFORCED / DIVERSION BERM TO REDIRECT
y� 1/ti9�225.16. O) EASEMENT WITH NAG S75 MATTING NON SEDIMENT-LADEN RUNOFF SUBDIVISION
� *PLACE MATTING IN FLOW PATH `F STAPLE PATTERN D AWAY FROM ROAD DITCH.
THRU BASIN AFTER BASIN `� F
q 01 TO BE REINFORCED WITH
AREA IS RECLAIMED ,�SF�\ 0 \ 31 NAG C125 MATTING
IMMEDIATELY UPON CONSTRUCTION
0� TEMPORARY SEDIMENT TRAP #7 22� 228.94 \� DITCH L=50', W=35', D=3.5' 225.96 �i\ I BE SEEDED
WITHIN 7 DAYS
SIDE SLOPES= 2:1 .228.92 O)
29.30 inn �� �L���aL� L. aL10'. UTILITY EASEMENTILLL �L
` TOP OF BASIN: 227.00' �"' - - . - . . . - -
�- BOTTOM OF BASIN: 223.50' _ --
\ 6' EMERGENCY SPILLWAY: 226,00' 1 22s X 229 230
SIDE SLOPES OF BASIN ARE TO 228.91
i TIMBER STREET 23�
i BE SEEDED WITHIN SEVEN DAYS. � 229.69_ �Zso
�° TEMPORARY SKIMMER BASIN )� �� 10' UTILITY & �y 228.96 229.69 229.86 230.27 50' R/W (PUBLIC & UTILITY ACCESS)
ti DRAINAGE 230
DETAILED
L=60', W=25', D=3' EASEMENT �5+,� 227 229 _
SIDE SLOPES= 2:1 / �` J ;` � -
M° TOP OF BASIN: 200.00' /( 38 ��\��FtOSFLOZ� SF LO ��` 229.57�
BOTTOM OF BASIN: 197.00' - DITCH #15 DITCH #13 SILT GRADING AND
�tE 6' EMERGENCY SPILLWAY: 199.00' /� - J TO BE SEEDED ��e �J� 229.23 TO BE SEEDED FENCING
I \ SIDE SLOPES OF BASIN ARE TO f 1 WITHIN 7 DAYS 7 WITHIN 7 DAYS (TYP) f
BE SEEDED WITHIN SEVEN DAYS. J _
*PLmRU BASIN AFTER BAS MATTING IN FLOW PNTH;�"ATTACH A 1.5" FAIRCLOTH SKIMMER / / ��� 220 N EROSION
AREA IS RECLAIMED (OR EQUAL) WITH 0.7" ORIFICE FOR
DEWATERING THE SEDIMENT
i o CONTROL PLAN
' BASIN DURING CONSTRUCTION. _
RIP RAP DISSIPATER
L=3' W=1'/3' �' 2' DITCH DITCH #21 37 / J( / - S DITCH #16 '� W
BOTTOM TO BE REINFORCED f
hp Dso=8" Dw =12" ,7 1 WITH NAG S200 MATTING\ / 1 \ TO BE 7 DAY �OO� cn
CLASS B 18"�THICK\ � \ STAPLE PATTERN E /WITHIN 7 /YS� CD 29 w CLIENT
205 /� �� �' 0 20,A��, l DITCH #20 CHECK DAM W 7 LIMITS OF CONSTRUCTION O w
TO BE REINFORCED WEIR IN CENTER
ECn
ASEti1ENTGE');� WITH NAG SC250 MATTING 1 (T )Ni. 5 (24.3 AC)
cy 197.95 STAPLE PATTERN E� DITCH #18
�,. 204.80V I N TO A REINFORCED �OOI� TRIANGLE LAND
10' UTILITY & WITH NAG S200 MATTING 1 � OQL � � � � 227 w
�0 - . . / z
DRAINAGE STAPLE PATTERN E _ 1
TEMPORARY SEDIMENT TRAP #5 �� 2' DITCH EASEMENT 'I ��-3� _- y DITCH #17
L=65', W=30', D=3.5' �� BOTTOM���i \207.65 �� �-� 222 �� PTO BE SEEDED �� z PARTNERS, LLC
SIDE SLOPES= 2:1 �������� l 00 °�, i 211.21 22o WITHIN 7 DAYS U
J TOP OF BASIN: 198.50' 22S
200_ BOTTOM OF BASIN: 195.00' \ 199.43 203.00 ` 2.: HARPER FERRY L AN ACCESS)
--� • 6' EMERGENCY SLOPES OF SPILLWAY:
197.5RE 208.58' �� 217.03 50, R/W (PUBLIC & UTILITY 222
- N I o j 217.03 -
BE SEEDED WITHIN SEVEN DAYS. EASE �0 �, 211.23 ''s - 220
i U 20 DRAINAGE DIV
a ��l--rrrF - f75� - ,- V '
o / DITCH #22 ---\\ UTT Y EASEMENT �\ 1 PO Box 5548
o
CA 4 *PLACE MATTING IN FLOW PATH TO BE REINFORCED 2� --
THRU BASIN AFTER BASIN WITH NAG S200 MATTING L �..- _ -�E_�1'��E- Cary, North Carolina 27512
AREA IS RECLAIMED STAPLE PATTERN E �� Lt1C- DITCH #19 L \`E REINFORCED _✓ Phone: (704) 608-3085
�� �� NTHONAG S200 MATTING 32
DIVERSION BERM 10' UTILITY &
TO BE SEEDED DRAINAGE i STAPLE PATTERN E
�,, � -„ -� ■ • ' WITHIN 7 DAYS EASEMENT
_
(T�) PROJECT INFORMATION
�> �
�. _ _ _ _ .......
> , DESIGNED BY: CALEB
N ° 36 - 1 \ \ f
N / DRAWN BY: CALEB
W °� ID -\ \ ® CHECKED BY: SCOTT
05
PROJECT NUMBER: 2000
m I
a0, Know what's below. 1
3 DRAWING SCALE
�, �o \ _ Call before you dig.
\ ,
HORIZONTAL. 1"=60'
o
'02
-
\ 1 1 % / DATE RELEASED
10
GRAPHIC SCALE
APRIL 22, 2024
60 0 30 60 120 240
Iz-
SHEET NUMBER
W / �� _ i /� ( IN FEET )
I inch = 60 ft.
-3m3
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