SW6220506_Plansheet C-10 - SCM Detail_20220621

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11a0.5a E�9 /
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30.6
I 1 r 20 p\P 380.30LF DITCH 3 (16.5' WIDE 2.0' DEEP) 0 0.08% \
G NnRGP I I
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144
142
140
138
136
134
132
130
DATUM ELEV
128.00
0+00
�2I 'iI I It
GRASS LINED SWALE
SEE SHEET C-12 FOR
SEEDING OPTIONS 50.0'
DITCH 3
.......... .... ---------- __ _.._..._..._ __-- . _ ._.__ ..__.. _...--- .-- .._.-- -.- _ ..-. ---.-. -.-- .----...._ ._-_. _. ___.-._ .. E
GRASS LINED S WALES
--- .._............ ... .... ..... _......... .......... .-....... ..- . _.._......._.. _.. - -
CCiI't��iOt'l
the -matapt f�4xtr€
I. lkr°€t�ovt; a11 tr.;s, l�l-1�� st�ll`at�szi€�d other objectionable
_ - - -- _ - - - - ------_...---- -- ....... .................-._..... ....... ...... ..... .... ..... .................. -- ---.
Specifications
*fbu 2d tiara area, aikd &Vnm of pry r Y
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2. lr 'tka t llaxtazl, st�l It i{_gEkgat IEa "era irasi r pia&�#€t.
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1-1
tl"& pl l'E� wva �i},.z^+{'rat&1'w'\"ii:?i s�iP6Sti£`a iti&f' i`sOTlas'I�.Yb3'#'ii" 'k43 `:k]3�L3;i
bulking diag seedbed re. . w"Itri ad wd buildup.
g
3. Remove and pwre '�' d isNpu al -all exeewg, E,. id 3 twat sud-hee i!9'ma -nyq
co 7
ttcr d channel fxs ly
.:17W PY01.04111170 t1wd to 049bOiSh sir s in ft cbmin€ l mall depawapon 0
",.N/,"9�`��d7�ia9� .:°�5�i�z38:t� R�%�:i«:1i:t'$%�873 ¢t9 „"�'�'�3��: �S'£?r�.�.:C�. ?ic a;�;t7319➢"¢�',t '"�.'1�.t.8
the establishment .tf 1.
1+00 1+50 2+00 2+50 3+00 3+50
5nd.6'r'&.A
$Lwf w1s§ is ypk)i:[l$4y the the check 4 after,
heaw raillf ll evurtt. Immeduitely make to paim. It Is arttctllarly Z&T1p;#C;.ailt to
check the a:•hannel oufltt And all ro" arr sin fray bank, ztabilky and 04dcaw
of Ipirgr ii<wow holes, Remove all sipilia;arat dimeni ris?•iic°Eiulafions %r
n ai alra the designed 1st esp46-by Keep the gr rm in a hcalfirvI, VI —axis
coadifien at all timoi, siriec a ei the prl:€I:iary erosion priltmetltlin fm tbt channel
(IsT ic'€3.-4. o �a 1 ➢` J3£T �:.rtt¢ , d C: PBk ,',Y .
GRASS LINED SWALE
SEE SHEET C-12 FOR
SEEDING OPTIONS
1-56z
�203��CFAT
®021 ,DEp C //
O
DITCHES 11 8c 12
0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50
GRASS LINED SWALE
SEE SHEET C-12 FOR
SEEDING OPTIONS
25.0' IN 10.0' 10.0'
10. 6.0' 8.0' 6.0' , 8.0' 10.5! 8.0' 1 ,
2':1' MAX`%% 8.00% 1 �.vu� a ' �; '2':1' MAX
CUT/FILL;' j� �,\ �/� ° a /��/��, t� �� CUT/FILL
�1 LAYS) �\\� TYPE A or C /�//\
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BASE COURSE SOIL TESTING MUST BE PROVIDED TO VERIFY THAT SOILS MEET
EXTENDS 6" STBC CLASSIFICATION
BEYOND THE
SURFACE
COURSE
TYPICAL ROA
WAY CROSS SECTION
N.T.S.
2':1' MAX%-- J ,,, i i \ MAX
CUT/FILL��, CUT/FILL
DITCH 3 CROSS SECTION
N.T.S.
GRASS LINED SWALE
SEE SHEET C-12 FOR
SEEDING OPTIONS
: : m
GRASS LINED SWALE
SEE SHEET C-12 FOR
SEEDING OPTIONS
10.0' .1.0'A 10.0'
2':1' MAX` --NI ,/^ 1 �X\ 1; 2':1' MAX 2':1' MAX�'%NI ,,/ I MAX 2':1' MAX%--1 I I 1 : 2':1' MAX
FILL �'\ u, ,� - CUT FILL CUT FILL �'\ �i, ,� / \�\
CUT / / CUT/FILL CUT/FILL,\�/, CUT/FILL
DITCHES 11 AND 12 DITCH 15 CROSS SECTION DITCH 21 CROSS SECTION
CROSS SECTION N.T.S. N.T.S.
N.T.S.
GRAPHIC SCALE
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Owner:
3 WILL
AND
HUFF,
LC
CONTA T.
2919 BREEZEWO
DAVE.
FAYEMVILLE, C
28303
Project: I
WILLI
ORD
CO
E
A ZERO LOT LINED VELOPMENT
tax Id #: 047 139524000
047 124655000
township: astover
county: C berland
state: NC
DITCH
S 8-9
PROM
E &
CR SS
SECT ONS
CONSTR CTION
DOC NTS
job no.: P20 054
date: 05- 0-2022
drawn by: TA
survey by: LK
checked by: LK
sheet no.:
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