20230726 Ver 1_U5756_Permit Drawings_20230518_highlighted_con_20230525

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PROJECT REFERENCE NO. SHEET NO.
U-5756 10
1 % > � / / � / / I % / � �\ 1 � ` � \ \ RNd SHEET NO.
\ ROADWAY DESIGN HYDRAULICS
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\
ENGINEER ENGINEER
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\ \ \ 1 ( 1 I� ) 1111 II J I `_/' �� \ �\ I /�� � �/y �_f� _/ / �_ INCOMPLs]E IE PLANS
/ J D LTAI L 1 OA — — — — I \ DO NOT USE FOR // W ACQUISITION
_
SPECIAL BASE ITCH CK PLATING \ / DETAIL 10B \\ \ \ > \ \ \DEVIL C \ \ / 1 \ I I y / — ✓ \ \ ` I �o A J L
\ STANCTA�\ V DITC'Fi wiROCI� PLATING \ \ STA ARD INCH J \ \ d,OHN ( 6ESN / f \�\ \ J % J 1 I \� \ l l
FI�NT AND,BACK SLOPE ` (Nat to s1e)� \ \ \ \ �wot to tcale) \ \ \
��Not Scale \ \ I \ _ &r ISQ E� E R�-- r � L\ _�/� /
—� �\ Nattural� fhfeep\� ePe3� Mural �SF� \ \\\ \ \ \ \\ \ �/ / > / �/ I ��^\0zy�\�\ \� / l �\\ Z \� �> ��� / \ l m / r—' L,
et Ground qry er Gro d \aturcll \ atural
NaturalfGround _% g / eep¢ 3' I- D �`(� \ ✓ �` J \ % _ — J
SRdyhd rJ\ \ Z % \ \ G>nd\\ 41, . \ \und \ �\ I \ �\ J� �r ��^�� ��\/�_�� \� �\ \ \
1 3j* J�tnr—\ / \i �� _� \ \ \ \\ \ _ j 1 / \ _ _ 2 \ b �Z J / �' f J DOCUMENT NOT CONSIDERED FINAL
/ \ \ Geote tale Min. D-1 Ft. \ in. 1 \ _ f \ �\ \
/ Geotextile � / i L, \ UNLESS ALL SIGNATURES COMPLETED
\ / 0 not to exceed 1.5y \ \ \ f
Type of Liner= CL B,ti}�ap \
\_ ^\ FR\OM� L ST �0+79,41'L \ \ 1 1 \ ��� \ �� �Z���/ J r
J *,rfot to a)keed 1.5:1 Ab Min. D=1 r- ` p, 106' LT ` / / 1 \ \ \ / \ \ \ / ! J /� irrasnucrure �onsUlting Sernces, ux.
\ \ I TO STA. 9b + 7`9, 1 \ / / \ — `A� dba
ype of Liners CL B Rip -Rap B=2 Ft. 6 FROM L STA. 9�5+36, 80' L� \ L =1$'@S 0.8�% WE-kY \ \ / \ I
TO STA. 95 + 42 106' LT \ 9 _ ^ \ ✓ / / , I
FROM L STA. 94+15 TO STA�95+_a6 .�T ) L=26', S=0.30%, D�E--jKWCY \ �� \ � M STAT95�2Z 2690�LT4T \ (\ L — L\ \ \ \
V� , / 43 SY GEOTEXTILE, 16 TON RI�rAP CL B SI L= S�: L �45 �=0.30%, 5=�8'�S �2�55%
RAMEY KEMP ASSOC"',TES
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5808 Faringdon Place Raleigh, North Carolina 27809
�� /-� // Phone: [phone] NC License No. F-1489
6 ICJ �/ � \ �> \✓� � <<> b\ �\\ \\� 11 \ S / \ � \ \ \ (
\ \
�, PERMIT
R 1 HAND BLEARING (NON -GRUBBING) — \ ` ` \\ \ 1 > \ / \ \ \ \ \� \ I / / �.'-'/ \ / %f�il! l/ -m \\\1\/ /' ( /
\\ \, \\, �� �� / I �, �� \. ��` ! > ��' ^/ I -� V/,1�1r'/I�16� \,\�� 1i ��; SHEET
MtLNANILtU `C t R
\ \ \G/F/
,P
FILL IN
WETLAND
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50'
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q/ABE�JH AY LEWIS / III«
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\ / MTL BUS \ \ ON�RO XNIEL
\ 100' / 0' / / \✓ / \� \ \ J7 L 11) 1_ \ \ ,m�e r ��� /1 \R. GROU I, Ll c /
/'&EP-TIC_TANK \\\ 2 9 04� / /
/ / — L \� \ \ \ I �� \ I ✓ 1 \ \� / / v W P MP r \ 21 519 4 / � /
f� -� \ JJ(I (/ sTAav�RD v D14c�l1' �5t.00 I I \
� \ V \\\ \ \ ` / �� / r I i % E DETAIL 10C GRA m. 4s
� . � 1 0 A,�o��iA `P�WER LI£�I � ov�
\ — \ \ I� — ��\ — �'�\ , I I \ / ]Il\I / \ O NOT DISTURB 95 I + 6.89 CB �P-A47, '2
— 1 l l t \ ^I 9�� \�s —� \ I �% i — / / / I \ \ \ J / / %4 ( E ISTING FILL SLOP _ _ 236.04` 442 �2'
\\ \\ 1 II/ I / +2 .17
2 826
\ Co terra Ut
�,fyD W. POF�E / / R ItV Y W. P,eP� \ = 2SMTLBUS I
.70
\ 1\ \\ \ \ \ J \ I \`REGIN LD/W. PQP_E�_ i LD W. P ��° �_ +2 -8 I o
1 /1+35.70
48.2ADL
1 25 \ r\,\ / / / / \ // Z J �l \o
O+p � / � � ✓ \ ` — \ ` f DO � 1�0 DISTURB \
r / CARC}L1NA PO�WE� & LIGHT COMPANY 4` \ I- / �l / / / / / / 1 I �� ilOP=44 .47'
AI�OC I SPE 14� SE DITCH �j I \a EXIST G POCl �—_ T .\� yam� AFT.' , ��� J-/./��_�) W�O)tK L''IN� 11 J \o ./ TOP=447.47'
\ 1 T&K PROPERTIES OF MOORE COUNTY,/LLC /
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�T P1
Sto 89+48.93
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' D=0°17'11.3"
L
= 335.27"
T
= 167.64"
\ R
= 20,000.00'
e
= N)�,
11 \I I
DETAIL JGD
SPECIAL CL1 DITCH
Front
Ditch
e Slope
FROM L STA. 84 + 00 TO ST , �+ 50 RT.
FROM L STA. 88 + 50 TO STA. 90 + 00_­2T.-
FROM L STA. 95 + 00 TO \STA. 99 + 00 RT./
MCMURRIY REAL ESTATE HOLDINGS II, LLC — \
II N-B07042
E-1865528
�E�EV 453,0� ( I /
\ `— \�-E�L STA 87+13.C1 102' Ry /
BENCH TIE NAIL INI 15 �I I
/ \ SPECIAL LATERAL 'V' DITCH -\ -- _
SEE DETAIL\0J v \
DETAIL 10j
\ SPECIAL LATERAL 'V' DITCH
D TAIL 10,E /'—
) / -/ DETAIL 1OF I \1 I
DETAIL 10G
—D TAIL 10H — —
0EC1
L 'V' PpITCH w�CAEK PLATING I
-S-PE-CIAL 'V' DITCH w/ROCK PLATING
SPECIAL 'V' DITCH w/ROCK PLATING
SPECIAL 'V' ITCH w/ROCK PLATING \
FRONT/StO3PE ONLY
/ FRONT AND BACK SLOPE
FRONT SLOPE ONLY
BACK-SI PE ONLY
/
op of Balla t
lShoulder Pt
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\ R Emb kment
I(N66t to Scale))
J \
` -, e<
J. S\eep 3'1 \
—Fjdffer �ra� Shldr
T I ( Not to Scale) `
op f Ballast (
hounder Pt \
e�
R mbankment fsfee peep 3
hqh �? D iron i1' ShlRcldr\ffer
( Not to Scale)
Top of Ballast
Shoulder Pt A
el .-,
RR Er�ibankmW / y Sleep 3
D {ram S Idr
( Not to Scale) \
Top of Ballast
Shoulder Pt \
RR Embankment Sfe °�
fh4�3 j* D �\a{{ S Idr
-Ff.
'Misting Ballast
\ �
Pt. n
\ Geotextile
/ I
i Pt.
xis m Ballast \
91 Geotextile
%
Pt.
E istin Ballast
\ / Geotextile
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/
Existing Ballast
� Geotextile
O NOTE� �61
1 Embankme
RB
t Zone I
\I DP NOT DISTURB �.
I 2:V Embankment Zone / /
DO N� DISTURB \ / \
// 2:l�mbankment Zone — —MILD =1 Ft.
DO NOT DI�RB3
— — � F��ment Zone\
\ Min. D =1.5 pt.
II �
/ Max. d =1 Ft.
Min. D=1.1 Ft.
* not to eceed 1.5:
's /
o
* riot t� exceed 1.5:1 Min. D=1.3 Ft. I
* �ioo exceed 1.5:1
* — — _
not to exceed 1.5:1
d=1.1 Ft.
Type of Lin r= CL
B Rip -Rap
Ty e Of Liner= CL B Rip -Rap I
T�pe of Liner= CL B Rip -Rap
Type of Liner= CL B Rip-Rapm
YP
FROM }84 + 50 TP STA. 85 + 00 RT. (FROM L STA. 85 + 00 TO STA. 85 + 50 RT. I I 1 FROM L STA. 87 + 50 TO STA. 88 +59 -RI._ FROM L STA. 90 + 00 TO STA. 91 + 19 RT.
\ FROM L STA. 87+00 TO STA. 87+50 RT. 1 �� FROM L STA. 91+82 TO STA. 92+50 RT. \
I( Not to Scale)
II
\ Natural �.1 °et Fill
\ Ground q'J ° D Slope
f r
e�
\ I Min. D =1 Ft.
\ I FROM L STA. 92 +�5.0 TO STA. 95 + 00 RT.
FAR Pv W PLAN, SEE SHEET NO. 10A
\� \ / FOR ,L---ROF"ILE-, SEE SHEET NO. 26
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