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This note shalt apply to each and every sheet in this set. 4,�;�� - �009
The Engineer does not guarantee that all existing facilities such {-7 CJV
as pipelines, electrical lines, conduit,telephone cable,service
connections, or other facilities are shown on the Plans. It shall et
be the Contractor's responsiblity to have all utilities located by Sim,
their respective owners, field mark the utility locations,and
protect all such existing facilities prior to beginning construction.
The Contractor is fully responsible for notifying alll utility owners
in accordance with NC General Statute — Chapter 87,Article 8,
The Underground Damage Prevention Act. DRAWING Na
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This note shall apply tc each and every sheet in this set. O W
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The Engineer does not guarantee that all existing facilities such W
as pipelines, electrical lines, conduit, telephone cable,service
connections, or other facilities are shown on the Plans. It shall
be the Contractor's responsiblity to have all utilities located by
their respective owners,field mark the utility locations,and
protect all such existing facilities prior to beginning construction.
The Contractor is fully responsible for notifying ally utility owners
in accordance with NC General Statute - Chapter 87,Article 8,
The Underground Damage Prevention Act. DRAWING NO.
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DEED BOOK 907 PAGE 576 , r N N
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This note shall apply to each and every sheet in this set. �
The Engineer does not guarantee that all existing facilities such
SURVEY WAS COMPLETE BY THE NORTH CAROLINA WILDLIFE as pipelines, electrical tines conduit, telephone cable,service
RESOURCE COMMISSION. MULKEY ENGINEERS & connections, or other facilities are shown on the Plans. It shall w
CONSULTANTS ARE NOT RESPONSIBLE FOR ANY INACCURACIES be the Contractor's responsiblity to have all utilities located by
OR OMISSIONS IN THE SURVEY DATA, their respective owners,field mark the utility locations,and
protect all such existing facilities prior to beginning construction. SCALE: /" = 30'
The Contractor is fully responsible for notifying all utility owners
in accordance with NC Gene-al Statute - Chapter 87,Article 8, 0/ 30' 60'
The Underground Damage Prevention Act. - 1111 DRAWING Na
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This note shall apply to each and every sheet in this set. Z_ CI
The Engine:0:does not guarantee that all existing facilities such t/'�
SURVEY WAS COMPLETE BY THE NORTH CAROLINA WILDLIFE prpelrneskectrical[rues, condo t, telephonecable,servicemumsRESOURCE COMMISSION. MULKEY ENGINEERS & connectionsrother facilitiesareshownontheplans, Itshall �*•�CONSULTANTS ARE NOT RESPONSIBLE FOR ANY INACCURACIES theConctor s responsihlity to have all utilities located by w
OR OMISSIONS IN THE SURVEY DATA. their respective owners,field mark the utility locations,and
protect all such existing facilities prior to beginning construction. SCALE: l" _ ,�Q' F
The Contractor is fully responsible for notifying all ufilty owners
in accordance with NC General Statute — Chapter 87, Article 8, 0' J01 60'
The Underground Damage Prevention Act. - 111111111111 DRAWING No.
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PIN #: 2086- 56-o99a
USE: WATER TREATMENT PLANT �47'29"E 729.54' Z ���r3
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�1'888 Area >�lz.a6 �N AK ISLAND BOAT ACCESS 9OCKS ''/!� , EL=8.03
EL-T. Iz
:, 1z99 XEL.12"6o \ Q AK ISLAND, NC :^ • EL=-7.92
8470'RIVER R : EL=8.00 UJ 0
EIr7.99 BL-7.B6 - -Etr16.21 X E.=11 tz1u EL=1L96 .e. AL TRACT=2,920N RES HL�.DO x EL---- "'
x29 ZONED=CO-CLD
F3-13211 those Area X:, -10.10 'sae PIN=300700371095 •131,�7.99 , "
tE-ars
•3$ EL -7.89
B1�la8a X�t317 EXISTING GRA,VeLM.'&r DEED BOOK=0515 EL,7,73'
d Gravel Parking
EL=4.42EL=-6.49 z EL=-7.69 NOTE:
Fl:-1 au DEED PAGE=01$5GRADES SHOWN ARE TO NORMAL LOW WATER
11.99
15.93 At
E1r1222 X III-I l.90 x Ef,7.71 `tdrt.72 s:�,:'.; .-7
,�,�{ EL'48.89 14.36
�? IlIr16,06 EL=14.44 .. �/
Lv I EL=18.44 EL 14.56 BL 13. x 1 12.w ,...1
x ELF-$.Ol
�,Q/ ELr1LM
W Z Z W uj
BI�16.09 f E1�I452 ) i429 H[=1323 PD.1• 1"_�
Z
` 12 •B 64 Normal Low Water b: ,4.1 CT
EL,=t6.34 EI�IS.51 lg�{�lg.
:�: ..17.74 8it1S.i
I3fp1.•� EL=i3.12 EL=12.50 59 3S ELF.!, ( {
.. -. `� • ,.57 .M Q.=8.58 FiL=8.27 - EI,=7.967 87 � X HIs�'1.46 ` V
BI.=15.75 HIP2327 _ Ei�i6 my9.36 F1�.80 .09 a:�-99 E1.�7.71 16 AIA
0
BL--16A4rff . EL=I5R7 EL- , ` 036 �1a17 �� EL=9.94 .QE 1` 3] .4'} �.62 73L=6.35 P.L .09 BL .02 ET�7.B3 \ a 'LU Cs
U ` Y 1E1�15. NO ' >Atos Ee.9 rY v e
13L510.16 .59
cc z
�1192 """11.55 EF.=1k1 11.=:t33 F1=10.?7 1'7.-t0.54 0 EL---8 zi EL-8.57 Z 5 a
4499 ♦ 90
cd ,...2 f BL=15.4A ..•
E1r12.77 ` �l 31 '" 10.06 EL=938 EL -i2 �. ( ...
F'�'� rr EL=15. EL-13 '�i�'.1 E1M 13 L iz.a3 El 11.76 E7 it w �a 1036 73L 10 EL 1n.ro sL=9.74 91= M EL=791 V
r :"-13.03 il.n2 ld,=I0.47
J ♦^y= , �s1119 �.=1Db? /� Coastal Wetlands W
C'� �- 1 EIt li EL=10.911
^VI r, f+ BL=1•.79 .i - 3.62 .. �`
.p.i qq a 7.29 �r •.r
4 f Gravel Parking X EL.7.23
5
1 EL=I5.9S fr a. 13.5T ,- 172
X EL=I2"73 X EL=732 Normal High Water x ELF-7.s9 he 4S 0
N +`
d9..4 r 11L-,.5s X L��7.71 1V"' Z �'V
0 X ELFI1.87 X B3 41Z h
5 0 .
!"""'� r BI.=15.73
EL=•12.90 O
6
X EL-9.66 •.73
�{ lti*{ fr X EL-10.95 - _- -
CI ' 1 E1r15.96 „ ,,,.._
v•� f EL=16.12
X
ff sit a. , �.
f l V BLS:; BL .50 ` CX
f HI.=6.99/ C
kill
, . liii
r ELxr.93/EL�.Ss �=7� EL=6as 79 'ELF-7.61 Z
t G �:,,laDe 1
N EIA.82/w.-e 60/ F1,4 37/ , Eli E7�1.15 �x
/ / J/' ELt939/ '.OBI _ _. -.89 -,:�_': H,L15
13L•=15.98 L0.84r EL=1041 EL=i0.000 EL'1.73 • =9,19 1 .86 EL ' ID./.81 r .6p
EL,16.15 /BLp31.8C 1H.=11.6]/ =' ._2.19 13t� a=I0.59 EL=10.12 EL=939 E[�9.49 ..E E
�.1 13L=i1.69 _1.13 .85
(16
rn
EXISTING
M
c*r TREE LINE1 .A....\0 103 B2r 0.20
EL-16,04 Z a
r
: 1.27
\ st
'\ x EL--7.66 Q Z
CI gille
9"W 663.61' E1r1.69
1I,15.92 EL-i5.93 UJ
S85a47 2! BT�-.•0.16
RAW
1
xE V (
EL=.0.26
0
This note shall apply to each and every sheet in this set. ii..= z
The Engineer does not guarantee that all existing facilities such 0
.,
as pipelines, electrical lines, conduit,telephone cable`service
SURVEY WAS COMPLETE BY THE NORTH CAROLINA WILDLIFELI ,
RESOURCE COMMISSION. MULKEY ENGINEERS & connections, or other facilities are shown on the Plans. It shall w
+ be the Contractor's responsiblity to have all utilities located by
CONSULTANTS ARE NOT RESPONSIBLE FOR ANY INACCURACIES
OR OMISSIONS IN THE SURVEY DATA. their respective owners,field mark the utility locations,and
protect all such existing facilities prior to beginning construction. SCALE. l" = `0/
The Contractor is fully responsible for notifying all utility owners
in accordance with NC General Statute - Chapter 87,Article 8, 0' 30' 60'
The Underground Damage Prevention Act.
DRAWING NO
C-1 b

Alimmillsoloommer
�a
H
Z
NOW OR FORMERLY
W"
J
�Z f Z
TOWNOF YAUPONEA a : R
DEED BOOK 907 PAGE 57 �N�
iiPLAT BOOK 907 PAGE 579 xiguoz
PIN2081SJ99 - - 11 7 z �z�in 1
2 IT,ii iii
USE: WATER TREATMENT PLANT -- - z a
i 4 5 t 3 n. ar .-+ _ - -
Zr
/ /- -- p LIl' E / LEASE LINE '' ' 0. •
..\\I
- / / _,,,, , �, �
296
\/ ���►IlIt1U//�J
I
/ ; -
=3.oa • off:••'Essi''.f/
offdp.'--)
� :
a
. i Jo , /4400,/ 4� _ SEA
7
4
9
ON
�i
EL=-3.14
'/ .) --''') .-j\ __ , ,_.
�-J``�-����J'` � ,il
DATE:
-_,____A,____*__A\ / o DR9WN BK_ W.i1S
�- .J`'� EgL 3.05 DWG CHECKED BX: WM5
o DESIGNER BY WMS
C f EXISTING NORMAL
I �
HIGH WATER LINE
C II (r977
eL= n DGN.CHECKED BY: MDA
' EXISTING COASTAL
�'' {i - I. WETAND LINE SCALE:-__ -
0
EXISTING NORMAL
••� : Q E<�6 3. PROJECT NO. 2007065.00
nn
'a ��ry V
1 I6 4 TIE DOWN SPACES
LOW WATER LINE l
„ 4 )/17.°°'
(�3o EL 8ELy-3.01
C
o TOP ; Q` s EXISTING FLOATING DOCKS TO y
0LANE STRIPING (TYP} / TYP) \ BE REPLACE WITH SAME MATERIAL &
it\
&IN SAME LOCATION& SAME i 1 Z 1 '
i I , 301DRIVE o 4 zee DIMENSIONS(DOCKS ARE NOT FOR
AISLE f, . 1 EL=_3.0' STORAGE BUT FOR LOADING AND
VI I +, f. � �� 02 .- UNLOADING BOATS/PASSENGERS) o ® c�
�" >�/ AA % E -7.01 NO SLIPS DUE TO RAMPS y
,,44
�o .._ o�,f ` . EEL=-4.22 L=-7.94 �: Q
© 13 0 15 �6 /7 (� D 287 L-3.56 EL-12.22 �6I
a EIr-3-091.=-sQ,37
PARKING /! /4 EL-10.27 1Qiy� 8
STRIPING (TYP) 7 �8 ® l 0 18 >„ E -6.44 EL-13.32
o * 31
O -- �9 �9 '' ' E� .4a E, 1,
21.
16 WIDE � s,� c`� - #A �Z. CK'__ �_, EL- 13.1/1.1C ? (
` -EXIT 18'WIDE
GRASS ` - © 13J`ACFS �cFh' O G14, okl �:6°9
$ ��OP"C1t O EL-5.2soEL- 11. -s. i= a.ssDRIVE � , IS�IN OX
SWALE -----� EX
i5 sPACEsIs�rIN
-gm.
. ` Er,-2." EL-1.a
'-•� ' �� Q #`1 EL=8.88 a •r N M V. h Vu �. a,
4- �( ,
© 2I ONGR T�Rp,M OPTI �OGK EL 8.5 8.53
fi5
J ELmi52
o \%..Y X 60 Is-tING G _ 6p,XB F� 484A..16
o CO APRON 1SS EU,�s EL- 11.15 EL=8.36
E�.lo EL-5.37
3l o EL 8.64
RETE
P 4:. 3as . 5'WIDE WOODEN
CR _*CtPal ,g _ ADA COMPLIANT EL=-7.9z
j
LANE STRIPING (TYP) �� `_�_ �-"' S'CING GON ,i, WALKWAY(REFER LL.1 0
\ ,
GRASS AREA 30' DRIVE •
---- --'r� EXI ,. ) 3.18 TO S-PLANS)
TO REMAIN AISLE ------"' '- a® EL=-7.89 `■''
____- 19 _ r,,,,,�
-- -- / F fi EL=-4.42 :4� -T� NEW 60'x 8'T FLOATIND DOCK
* WHEELr � ' , � 7 SECTION.ALL WORK& Q
50 MATERIALS TO BE PROVIDED [ j (>
I ❑ STOP 4 46 47 48 49 00= 98 0 6 BY OWNER(REFER TO DETAIL
�'`
rr (nP) 4/ ® v I{
Alvah - 2 SHEET FOR MORE INFO) NUMBERS 0 l'"
10 0 40 0 97 is ■11� INDICATE POTENTIONAL SHORT- Od Z Os
11rc2 Z
\ , r -- --.,_.> 5� (] ` {�,► 5 TERM SLIP LOCATIONS �. (/I�] U
CI
• \Y 4 Ai( Z
J 15 4117SPACES sPq�Es ' %le
3 ,,,. wwl6 SP S -� �� ) \ Q .&--3.10
kr; / \
r � �-' � V 5 ,ice
„...Ire,
+ �s 18'WIDE G""--- 4-�` 57 ® \ @ � �0 Se �,
GRASS 62 6! o rn CONCRETE •...
1. r' 16'WIDE �' SWALE ® 64 9l Q U' ABUTMENT
,+ ENTRANCE �� 89 68 P RKING o
r'V
5 o
r +\ ,...„ ' _�- STRIP[N (TYP) 90
1 o,� LANE STRIPING(TYP} ___�-
DRIVE IX
o
+ 1 5 EXISTING NORMAL 0 "
\ ,„„,,,„ ' 1 30' DRIVE k _ ____ '! 89 LOW WATER LINE <
AISLE �--- -----'"` CD/ % r. \
EXISTING COASTAL " Z
- -�~ . , WETAND LINE h-
T?, IX w
›"4 1 kr) . 0 r z p 81 EXISTING NORMAL
y1© : 778 � \ rtt\2+ HIGH WATER LINE
�J
..t \ , ..,.,
1 ( / �� o �v-o a
, .„ 7! 2 © �' V
� `_ �{ -- � /7 SPACES \:o� '
, 011,000:00e 35,
5\ 4-) ° yy., 0
V
},, WHEEL 352
/
m [� STOP - ---- -
EL=-3.26
li ` (TYP) - - - - -
,
w LEASE LINE __ _ . ® _ _ - --- - - - -
}w{ - - - -- - _ �^ G T 1 l;T ' T �i d 1
5
EL
353
354. _ _ _ _______.
cl.
w \ .
_____ . _ _______ _ _
1,
LU
=3.32 ■
GENERAL NOTES: This note shall apply to each and every sheet in this set.
TRUCK&TRAILER SPACES: (74) 10'X 45' The Engineer does not guarantee that all existing facilities such
TRUCK&TRAILER ADA SPACES: (2) 10'X 45'(PLUS 5'AISLE) as pipelines,electrical lines, co ndu it, telephone cable,service
SINGLE CAR SPACES: (23)9'X 18' connections,or other facilities are shown on the Plans. It shall
SINGLE CARMAN ADA SPACES:(4)8'X 18'(PLUS 5'AISLE) be the Contractor's responsiblity to have all utilities located by
FOUR(4) TIE-DOWN SPACES their respective owners,field mark the utility locations,and
protect all such existing facilities prior to beginning construction. SCALE: I" = 30"
The Contractor is fully responsible for notifying ail utility owners
in accordance with NC General Statute - Chapter 87,Article 8, 0' 30' 60'
The Underground Damage Prevention Act. IIIIIIIIII- DRAWING NO.
-.. ...N...1. C-2

�a
NOW FORMERLY a
TOWN F "AUPC N BEACH • 1. p m 4rs
DEED 907 PAGE 57rs
..��, N .���
PLAT BOOK9 PAGE Al •.61...-he
P1N #; 2086-11 -t 994 .___ ..___ - . - ______ _ 7
r �
USE: WATE TREATMENT PLANT -- - --- i m w rn in i
°47'29" 729.54 - - W a �'°'
_ - -. - -- - - -LINE- LEASE LINE - ''°'�� (;1
_ _ -�--- - ---�— PR'JPE . T I ���
, c.- )Z
296
,�..__J BL�3.03
.'.C'',.,•''''''''''''' °
.�`��N CARP �40'.,'''' '-'-' .----->14/EL-5-3.
� �1 / Zs
� O � eU-3.oc/ /./7- - . il •Si "fillifilit"11° ill
t' RIP RAP WEIR / / I :,,,,N._z__.,./\_____,,,....
EL=-3.,4
\• PROTECTION // / 1/ ,,/ I -
�` k___--\`\_�a .=Ji✓r 1 Now 1`i,L\\ - /��/�J / /� l I'7//
/ / r�./ I
\ �`'' � . RIP RAP �� ��±° // �/� /f� /��� �' DRAWN BY: WMS
OUTLET �. �� % '�- // / 5 i, / jt l .��_
f ) PROTECTION Li r, `''i� / /
// DWG.CHECKED BY: WMS
C „� A / �� i �// -,r EL=3.05
�� �`' . ,- �� / �� / / DESIGNED BY: WMS
SILT
I FENCE .,} -
�I \ �.�•`,,tii `�� /�/ ' L/ / / E!�3.17 DG1V CHECKED B�' tND/4
2 .�..L• �\. i �,/ / /
4'' t� ' �' 3 :oak,
••'4.10" {., / / / ,/ , / / SCALE:
4-1 \c) ► + • 4 111 / d , 290
(� *� ' ` �^�� �-^� I I / , 3-00 PROJECT Na. 2007065.00
�' � C / TOTAL Irk . % /
Z col 1/46/ ‘c`f
I N(j �' / / / i
DISTURBED AREA: 8.19 ACRES
00 I
EL=3.01
,� , —_—__ EI�IC
/
C"7Ii w)
5. • 1 a
l f
p
CA
5
V1 °� ' �'� \n - TEMP. ROCK • ; (� I i I i
"� �:� 1/ �\ _ /� 1� 1��. 7- 7 CHECK DAM 1;11 1 ii " 2'
I ,^ ig I I I ( 287 °
` INLET EL=3.09
_ PROTECTION L� ' �\ri•
\ \ : : :
// yj \
'\ • " SILT&TREE I'� VVV��\ 41 �� \x �. �\'�
PROTECTION •. .r <<t
FENCE I ... �, 1- \ : \ \
{
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1
Vf *lb tee cv
\ /
E7 \ 0,4,414‘b.
/.t { , , 10
l
4tan
�. 0 i 1 EU 3.18 �,,,� Vn
----- TEMP, ROCK 1
CHECK DAM1011 .
3 :.
mw
\ 1
I : -1, ahhh.._. '` / INLET ` \ �`- ' I 1 i 0 Z i
)//: V air
/ PROTECTIONcirSlit 114(
"r d=
347 UJ W
\ ,
IMF
I 11
\ / \
YAW
/ 4===zr ...._. 7.A., .01 ,...._ ..._ 1vr. , i
iiiiiitilmi
' Zi........ V w
\,,,I 7,,:.I,:, ,,,,....,.....= . ,= ='' ..---,-'-----------: ,__.
r-- I '�j, -=�J fir,, ' `� � 't { $ %V
\ .
kr)
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i /
% \-. \ 11 \ \\\ * \ \ .1
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i) 5
gx) v) LL
4.04\\ \ \ 0\\\ \rJti\ \ ‘ \ \
% \ 5 o Ad
I t� 1
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_ � 1 1 \ 1
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•
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() -----------\- —2---- \''' ,'-' \ \ \ ' \
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f� l t '1 - .,,\
/ _rq \E""'"4 /2-- Ii;•14111
Alb' tR J RIP RAP i' +'' , , , , ``Al
1t �;} ' �" `�
-' lr- • t 351
.V _ _r aft r- -i ,` LJ -� OUTLET t`=� ` l 37A
`H , - — � �''— , ��. �� � PROTECTION ` \
\ \
M ' -V. 4 1
•
SILT&TREE PROTECTION RAP
— _ \. _ 1, \ 3;2 z
EL--3.26
. ((lin \ i...
\ ,,,,
I\C.'.'.I.„P)''I
--(--c. _______ .
PROTECTION - __. -
' w-• FENCE �`�"�" \ Q
, LASE LICE - . . -
E\
_ - ° z
3353 3.22
5b c Y
Er_3.32
+�This note shall apply to each and every sheet in this set. \, `
119
The Engineer does not guarantee that all existing facilities such ice
as pipelines,electrical lines, conduit,telephone cable,service
connections,or other facilities are shown on the Plans. It shall
be the Contractor's responsiblity to have all utilities located by
their respective owners,field mark the utility locations,and
protect all such existing facilities prior to beginning construction. SCALE /" - JQ'
The Contractor is fully responsible for notifying all utility owners O, 30,
in accordance with NC General Statute -- Chapter 87,Article 8, 60'
The Underground Damage Prevention Act. DRAWING NO.
C-3

/ rIN29'EL/ -ILzE:'AfS'E LINE
r-r-ri,
k in
?la ii
W 315
NOW OR FORMERLY in 1
TOWN OF YAUPON BEACH 0 e 14
AIN03Z
DEED BOOK 907 PAGE 576 ,,(;11,
II •114 ' -1.-,-
al Di •;0%,..
3. ;t177,
PLAT BOOK 907 PAGE 579 i iii
- _ _ 7
w 0 ..in in 3
z X Iletla
PIN #: 2086-1156-0994
_ 0 m_ •
2a m5mils-3
USE: WATER TREATMENT PLANT — _-- . - - _____,. .
, „
Z a<-
w o.rie...a3
______ - - - — —
4C''
\) ,
ki\\
0111111W/4
-....-..-*..-... -
,
,
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: : SE ..•
. - ------- - - - PROPERTY L
iti
,7-
/ / .....1 t. 32
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, •fr•
if
\ i -----,
. Z /
/ /
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f ,
/
\..,„, \ \ ///;// //://6:/fix/1//i/j/';1/7/.1//:// /*/I/ '
N\ ----) / / , /
/5/ / / /7/ / i DATE:
1 t i \
INV OUT=3.0 '\
,
W/CLASS B
3
---------„ / ,
,..--- / DRAWN BY: WMS
\ 2 DWG CHECKED BY: WMS
RIP RAP \ /////;// /
DESIGNED BY: MU
1 ,
/ /
\ '
DGN.CHECKED BY: MDA
/ /I r 14.4. .,)_J ,
, \ ,\ \ / /
/ Hi( / /
2 ..._______.__.-**- ,,_.0;), / /,/,(// ,//, ci/ /71/
/ / _
SCALE:
1 I"64
I 0 i
100 LF, 15 CLASS IV % ' i ir----„,_ /
PROJECT Na 2007065.00
t.115\ I
I \
8 c,
STQR,MWATER , 1 . 1
N
i g g
i c•i L
C.fl 1 ii ' .•< -9-, gi" ,, ei...gio, -___f-------k------A--A,___A____A___,A \ 7 ,
i YARD DR 4 ' INLET
um .. .7,--...memenTh""
.;-4< \4-) ,•,-?: '1C4 ., , \ / %\\ i RIM=4.75
44\
N
\ 1 INV OUT=3.5
i -,
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v.,'. s7= ==2'., :•• =. ----
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0
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- 1 -
\
6 MRD DROP INLET b cs _1. _121 J.'l
1 U
1 \\
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\
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GRASS SWALE \
i AurAmrAllir -RIM=4,75
,.) AiwAll. „.„-- INV OUT=3.5
11- mw ----
4111W
minow, i 1 \ \
\ \\
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123 LF, 1.5"CLImmilli.91;\ \i.
RCP @ 0 50% \ I\ \\ \71:1 • 1\ Is \
0 5 0 u so
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,
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CA '
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1 i
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cf)
414
- -,
›,< , ..-J
Zti.pi.
LEAsE uN______E .
S85°47'29"W 633. 1
0 Z
I.--
0 0
This note shall apply to each and every sheet in this set. Cw)
The Engineer does not guarantee that all existing facilities such
as pipelines,electrical lines, conduit,telephone cable,service
connections,or other facilities are shown on the Plans. It shall
be the Contractor's responsibiity to have all utilities located by
their respective owners,field mark the utility locations,and
protect all such existing facilities prior to beginning construction. SCALE: 1" = 30'
The Contractor is fully responsible for notifying all utility owners
in accordance with NC Ger eral Statute - Chapter 87,Article 8, 0/ 30/ 601
The Underground Damage Prevention Act. __ 1 -_—=-111.IIIIIII DRAWING Na
IIIIIIIIIIII .
C-4

MAINTENANCE M
STANDARD METAL POSTS 2' O"IN GROUND i
$'MAX. STEEL POST ASPECT RIPRAP OUTLET TELYSTUR HONES AFTER HEAVY AIRS TO SEE IF ANY THEROSION AROUND OR BELOW THE RIPRAP HAS TAKEN Pt ACE OR IF STONES HAVE
yt BEEN p5L0oGED.N,wEpATEtY MANE ALL NEEDED REPAIRS TO PREVENT FURTHER DAMAGE.
I VARIABLE AS DIRECTED BY THE ENGINEER .►E �
WOVEN WIRE FABRIC 50'MIN. NOTES;
SILT FENCE GEOTEXTILE FABRIC } • I GALVINIZED I 4U
K-,.. BUT SUFFICIENT TO KEEP IPUT SILT FENCE OR TREE PROTECTION FENCE UP el
.. r '.•/ • •.� SEDIMENT ON SITE TO ENSURE CONSTRUCTION ENTRANCE IS USED. HARDWARD WIRE0 V U,
+• �►•• ,.,,,,Ilk
'�•yLf••� MIN.12 Ill GA. e IrIrIIrrrnrIIMINNIlpi EXTENDS TO
4��� •), t.* A+ 21F CONSTRUCTION ON THE SITES ARE SUCH THAT N��
�•���•����♦�♦�1� ���♦•/�••••♦• ,- FILL SLOPE IlriMMMMMM� ■■r� JL
■ rll ■rurrr ■MIN.10 GA. O •J•♦ ♦1y•�II O•� WIRES THE MUD IS NOT REMOVED BY THE VEHICLE TRAVEL- M I I�i� TOP OF BOX••�� �•� �•♦•••♦••♦ ..25'
23STONE TO 8E USED XISTING ETREET, y,lROADWAY PUBLIC ROAD. .--HEGRADE - ' Oa,• 1„! �i ��'��i � +r'�I,r I�(j �::���a+w.ANCHORSRT AS o�. f. * O IIwo rrrnom �I • / «+ 4Z ¢a �i ' t�+ �.Orli
..,
DIRECTED BY ENGINEER * Imo• te.Farrrlfo ! '+t {, WP G',. �80g +�Iis�1+I•r*Fs� i��-fR1:
1! �II�-� I��� tit .�i I�/.I+�I'�
41
dll • 1 r.rrrrur.rAl;�„ A *� /��+a�+,I I i .*aaAF
ill: SIDE VIEW PLANo 1 Iarinulr�l,q p e ��... III _l�•r, [:I Ail- %.•r... .Tr 1 . .... VA,.FRONT VIEW @'• o .leofit a`I,.•v�lr.i PgawEsk Y�l�,,'Willi 1/"TO .1+r • _ - I `4 �M i jr' 140
n-n. •�iP.UA.� �•.J� .rS 0 1 I,Ii�+1 * .i
�p ` '�* •,.....,,,„,,b0 Q$Otis 12,
- i •I $;I�t i it - Ram...!
-USE SILT FENCE ONLY WHEN DRAINAGE AREA35'MIN. IS'MIN.NOTEJ NEW CONSTRUCTION - •• �• o (/'• O U ,* I , `ie 004111*+++ jliff.4+!
r., • • p• I N.4 a! •� i! •
4a o_e* .4. •a..�i1#.-. s ��•+ 1111rrrrNi
EXISTING ROADWAY �,_� drj :Fr-. +��fN + Arafat.am++ •
0-
DOES NOT EXCEED I/4 ACRE AND NEVER IN * O �' $ •. fit+.A I�� e� lii
AREAS OF CONCENTRATED FLOW ..,_, ,. a- �.�./I A' �a�' ri
+r,; , • 11 •,fir Ors • N r�,ye A 44 o
-ENO OF SILT FENCE NEEDS TO BE TURNED UPHILL, MAINTENANCE 12"MIN, .t a+^ + +.1 • /
6"MIN.• \/%\\/�/l a4 • I Ie.„- I« • 1I L.�� �.'` O ;•4'E,SS/ %
Off110s . as legi, o p •-
INSPECT SEDIMENT FENCES AT LEAST ONCE A WEEK AND AFTER EACH RAINFALL. MAKE ANY REQUIRED REPAIRS IMMEDIATELY. • \ \/s \\/\\ \/�� /\ \\\ +•aA,N'tI•A1+ N /t49.�.c°:I t 4'
SHOULD THE FABRIC OF A SEDIMENT FENCE COLLAPSE,TEAR,DECOMPOSE OR BECOME INEFFECTIVE,REPLACE IT PROMPTLY.REPLACE BURLAP EVERY 60 DAYS. / /R/ / /\//�/�?' ***Aiba,
• FOR REPAIR OF SILT REMOVE SEDIMENT DEPOSITS AS NECESSARY TO PROVIDE ADEQUATE STORAGE VOLUME FOR THE NEXT RAIN AND TO REDUCE PRESSURE ON THE FABRIC, //�/, /\ �,/\//\// S .•
:
FENCE FAILURES,USE TAKE CARE TO AVOID UNDERMINING THE FENCE DURING CLEANOUT.
# PLAN -
No,57 WASHED STONE. REMOVE ALL FENCING MATERIAL AND UNSTABLE SEDIMENT DEPOSITS AND BRING THE AREA TO GRADE AND STABILIZE IT AFTER THE CONTRIBUTING FABRIC UNDER STONE 57 WASHED STONE PLACED TO A :, 3Z
FOR ANCHOR WHEN SILT DRAINAGE AREA HAS BEEN PROPERLY STABILIZED. La
FENCE IS PROTECTING :•
>CATCH BASIN. :
CROSS SECTION HEIGHT OF 12"-18"MIN. ABOVE . . . . ,I 1, i .:
TOP OF BOX 1.0.+r• 'i ,wIW
MAINTENANCE rtN •,a; �Jfrr11111N1
INSPECT THE FABRIC BARRIER AFTER EACH RAIN AND MAKE REPAIRS AS NEEDED. I +I 1!:�l tI ':Verve+��.�f,'ri ti ".r I-,•*41,4 fi if.II°T
REMOVE SEDIMENT FROM THE POOL AREA AS NECESSARY TO PROVIDE ADEQUATE STORAGE VOLUME FOR THE NEXT RAIN. TAKE CARE NOT TO DAMAGE OR f1111:11711 IFII[il gg, �e Atir.tN,. '�1t�eN.VIE iiil ti11111i1. d {
UNDERCUT THE FABRIC DURING SEDIMENT REMOVAL. Ili&rB_ ITe-Ti111111*t h`rl II-11 i1 rr 1 'il 11-71.. W611T1111f.11if- -' I
WHEN THE CONTRIBUTING DRAINAGE AREA HAS BEEN ADEQUATELY STABILIZED,REMOVE ALL MATERIALS AND ANY UNSTABLE SEDIMENT AND DISPOSE OF THEM 11.1f 11-IT 11-1 i 1i 1=11-11 1{ 11-19 11.41.. 11=1i iL Ii-
PROPERLY. BRING THE DISTURBED AREA TO THE GRADE OF THE DROP INLET AND SMOOTH AND COMPACT IT. APPROPRIATELY STABILIZE ALL BARE AREAS AROUND THE INLET. 11 11.- 111 11=i1-1 II 1141=11 11 11=7L=11 d:1 LL=11:1C 1EEii DATE:
STA \DARD T =VPORARY SILT F =\C = T=ViDORARY CO\STR _ C- O \ E \TRA\ C=/EXIT STA\ DAD CATC - 3ASI\/YAD I\L SECTION A-A Filter blanket DRAWN BY: W1M(ST PROTECTION NOTES; CHECKED SEE APPROPRIATE SCHEDULE FOR DIMENSIONS DWG. NECKED BY: WAILS
I.La is the length al the riprop apron. D$,SIGKED BY WMS
2.d = L5 times the maximum stone diameter but '•'-
rot less than 6' DGN.CHECKED BY: MDA
3.In well-defined channels,extend the apron up the "`
chonnelbaTks to on elevation of 6'above the
maximum taliwater depth or to the top of the SCAN:
bank which ever is less.
r-._____
4.A filter Nankai.Nankai. or filter fabric should be
Instaaed between the riprOp and soil foundation. PROJECT NO. 2007065.00
ilia
ter' TOP ELEVATION OF STORMWATER
r T 5, WASHED . °,5' I/ ENERGY QISSIPATOR
I B ~" 11= - STONE MAX. Do
DESIGN OF SPILLWAYS N SEEDING SCHEDULE ` t
- - v - - EXISTING SLOPE � �` �' 6
I-� 2'-D -----�I E
i DRAINAGE WEIR(LENGTHI i�ICLASS I RIP RAP I Tfl FILTER FABRIC DATE SHOULDERS, SIDE DITCHES, SLOPES (MAX. 3.) "p
B�
1/2°PLASTER ., .- z
T T 4°0 VARIES PLANTING RATE
_ u_ --� 2 6.0 AUG 15 NOV I _TALL FESCUE 300 LBS./ACRE CD
q
1 51,q, 3 8.0 NOV I- MAR I TALL FESCUE 300 LBS,/ACRE 8 `�
Lo I t . 25 LBS./ACRE fQ� in
co Y 1 4 10.0 & ABRUZZI 300 LBS./ACRE
�� DIMENSIONS SHOWN ARE MINIMUM SIDE VIEW MARP 1- APR 15 TALL FESCUE _25 LBS, / ACRE °�' w4
8'MINIMUM;OVER 8'DEEP, -120 LBS. / ACRE
12' ��� GAPR 15 JUN 30 HULLED COMMON BERMUDA
FROM MINIMUM UP TO 6' -- --a.. I °9,e iro a °° > EXISTING SLOPES NOTE. *•* BROWNTOP MILLET 35 LBS. / ACRE
TOP OF CURB, 1 o❑❑ > JUL 1- AUG 15 TALL FESCUE AND � x
° °a ° p a f HEIGHT & WIDTH DETERMINED BY
*** OR SORGHUM-SUDAN HYBRIDS 30 LBS. / ACRE a' a
° EXISTING TOPOGRAPHY AND T--Ji
° . 1 a ° " �� II IMF 1
❑ A I-T1 SEDIMENT STORAGE REQUIRED,
I�ri "f-/a vAR'ESI_I, SLOPES (3:I TO 2:U rag
❑ ❑ a ❑ a a ° ❑ a __II 'fir KEY RIP RAP INTO THE DAM t1Q ,
_ MAR I- JUNE I SERICEA LESPEDEZA (SCARIFIED)
_ 50 LBS./ACRE 1 N
a a ° A a a ❑a A 2'-9' _1L=11- FOR STABILIZATION. & r
3000 PSI CONCRETE -_ _,_, a a A ° 4 a a A ° a ° a a ❑ 11 W1 I120 LBS° /ACRE
a ❑a a s a ° a . ° < a ❑ a s a I 3 3/8• -.4- 1/2' -
I�
��Ir,_ 6" I' ,, (MAR I - APR 15) _ADD TALL FESCUE
(MAR I- JUN 30) _OR ADD WEEPING LOVEGRASS 10 LBS. / ACRE A '
(MAR I- JUN 30) _OR ADD HULLED COMMON BERMUDAGRASS 25 LBS/ ACRE
1„-8. -lam 3'-0' ''I .. 1 f I� v1 0•`�. ILEII�1�
la 4-4' r�l i I -- _ r 0/ WEIR KEYED RIP RAP -
51l4° �o�oa 1°Q° JUN I SEP 1 *** 120 LBS,/ACRE
TALL FESCUE AND «. Ni fT, .• w o ti
3 7/8' ..--- r�t r� I > _ eh _- - •0 od a35 LBS. / ACRE -
❑ oAfLr��n�•,. ***BROWNTOP MILLET
***OR SORGHUM-SUDAN HYBRIDS
Mi I-_II"'� 30 LBS. /ACRE
r -I ,1E Tll 11 T5EF WASHED STONE SEPT I- MAR I SERICEA LESPEDEZA (UNHULLED-UNSCARIEIED) -_._70 LBS. / ACRE
l�l l � AND TALL FESCUE 120 LBS. / ACRE
4..0 I FORS; - -
(NOV I- MAR 1) ADD ABRUZZI RYE 25 LBS. /ACRE
FOR 24" RCP & LARGER USE FRONT VIEW
PIPE DIAMETER PLUS 12"FOR 1 2 I/2. i
MINIMUM INSIDE DIMENSION. B SECTION B B EXISTING CONSULT CONSERVATION ENGINEER OR SOIL CONSERVATION SERVICE FOR ADDITIONAL Z
r _ 2) 24°X F4"CASTING WITH 12°, 2 Q E INFORMATION CONCERNING OTHER ALTERNATIVES FOR VEGETATION OF DENUDED AREAS. tin
�� IS"& i3"PIPE,ING24"X 36° I� I'-113/4 �1 STEP SEQUENCE THE ABOVE VEGETATION RATES ARE THOSE WHICH DO WELL UNDER LOCAL CONDITIONS1 1�
OTHER SEEDING RATE COMBINATIONS ARE POSSIBLE. `�./ U)
1100010
CASTING USED WITH 24"THINPIPE - z' n/4 -
!iiI/1 11 OR LARGER.IF PLACED WITHIN
PUBLIC R/W CASTING MUST BE /B' ***TEMPORARY RESEED ACCORDING TO OPTIMUM SEASON FOR DESIRED PERMANENT
TRAFFIC BEARING TYPE PER ROCK C _C "\ A V VEGETATION. DO NOT ALLOW TEMPORARY COVER TO GROW OVER 12" IN HEIGHT BEFORE
NCDOT STANDARDS. 5!8• 7�8' -��
MOWING, OTHERWISE FESCUE MAY BE SHADED OUT. V
-404 ,..._
3)USE 4"X 4"X 8"OR 4' X 8'X - -
16"SOLID CONCRETE BLOCK. CAST -`N
b o N PLACE OR PRECAST CONCRETE TO CONSTRUCTION SEQUENCE
\ N
T =U1P. S=EDING SCHEDULE Oliimii Za � � a,
a a M MEET N°C,D.O.T.STANDARDS N I. Obtain a land disturbing permit. Schedule a preconstruction Conference with the LLIACCEPTABLE. ` Environmental Engineer, Holly Spring M [phone].-�i yr I• - -r'{r r-F T Ch
I 2 install gravel constructionpad, fiemperary diversions, silt fence, sediment w W N
basins or other measures as shown on the approved plan. Clear only as necessary to V V
install these devices. Seed temporary diversions, berms and basins immediately afterCe
construction. SEEDBED PREPARATION �.
,IC
3. Call Holly Spring for an onsite inspection by the Environmental 1.)CHISEL COMPACTER AREAS AND SPREAD TOPSOIL 3 INCHES 11 J LJd
ti 3' D• .4 Engineer to obtain a Certificate of Compliance. DEEP OVER ADVERSE SOIL CONDITIONS,IF AVAILABLE,
NOTE: 4. Begin clearing and grubbing. Maintain devices as needed. Rough grade site. 2.)RIP THE ENTIRE AREA TO 6 INCHES DEPTH, Ca if) 0 C 0
1.•* 4'-4. 1*-1 DROP IPILET IN WALKWAY SHALL HAVEMaim ;
ADA COVER 5. Install storm sewer, if shown, and protect inlets with block and gravel inlet 3.)REMOVE ALL LOSE ROCK,ROOTS,AND OTHER OBSTRUCTIONS „w,�
controls, sediment traps or other approved measures as shown on the plan. Begin LEAVING SURFACE REASONABLY SMOOTH AND UNIFORM. Q
construction, building, etc.
4.) APPLY AGRICULTURAL LiME, FERTILIZER, AND SUPERPHOSPHATE
6. Stabilize site as areas are brought up to finish grade with vegetation, paving, ditch UNIFORMLY AND MIX WITH SOIL (SEE BELOW*). ZN
- DRAWING NOT TO SCALE - linings, etc. Seed and mulch denuded areas within twenty-one (2 1) days of completion 4 0 I ,
p _ of any phase of construction. 5.)CONTINUE TILLAGE UNTIL A WELL-PULVERIZED,FIRM ^
STANDARD D f \0 I\ T REASONABLY UNIFORM SEEDBED IS PREPARED 4 TO 6 INCHES DEEP. 5 o
STANDARD DROP 0 P INLET CASTING 7. When construction is complete and ail areas are stabilized completely, call Holly 6.) SEED ON A FRESHLY PREPARED DEEMED AND COVER
Spring for on inspection by the Environmental Engineer. SEED LIGHTLY WiTH SEEDING EQUIPMENT OR CULTIPACK AFTER SEEDING, Can U
8. If site is approved, remove temporary diversions,silt fence, sediment basins, mom
etc.. and seed out or stabilize anyresultingbare areas. All remainingpermanent 7.) MULCH IMMEDIATELY AFTER SEEDING AND ANCHOR MULCH, q��r
8' MAX. • FOR WHIR OF SILT d•+
t erosion control devices, such as velocity dissipators, should now be installed.
VARIABLE AS DIRECTED BY THE ENGINEER FENCE FAILURES, Ug 8.) INSPECT ALL DEEDED AREAS AND MAKE NECESSARY REPAIRS OR
II 9. When vegetation has become established, call for a final site inspection bythe RESEEDINGS WITHIN THE PLANTING SEASON,IF POSSIBLE.IF Cie
No.57 IrtivmP STAND SHOULD BE OVER 60Z DAMAGED,REESTABLISH FOLLOWING Z
(� STONE Environmental Engineer, Holly Spring.Obtain a Certificate of Completion. ORIGINAL LIME.FERTILIZER AND SEEDING RATES
• 1 9.)CONSULT ENVIRONMENTAL INSPECTOR ON MAINTENANCE TREATMENT
v�•♦»•a�•*.f�+�a• PROTECTION AREA .;O♦�♦•.: AND FERTILIZATION AFTER PERMANENT COVER IS ESTABLISHED.
N i.`+.i+i.M*♦+, ,��♦♦♦��.♦•�•♦♦•, Irl. 12-'/2 GA
♦.464 ..'♦• DO NOT ENTER ♦�♦♦y♦ i ffri:*.4. 1NIERIEDIAIE iMmi
MIN. 10 GA. ,4001•♦♦♦".A♦♦♦,► •10 44, +.•♦•••••0 imEs C C
LINE WIRES ����♦•*vl�•+ 1-.��♦�•4f•••i►.•�,yY. C O\ S T J C T I O\ S C -E D . 1 E
•
♦ `+•" . b••• •�• * APPLY: AGRICIATiff2AL LIMESTONE 2 TONS/ ACRES (3 TONS/
.*4%Si+**, ... ',WOW* 4 ii4*••••••` ACRE IN CLAY SOILS)
4i♦i*i*��i*i♦i*'O.. , .♦4�i*° ••••►*i�i�i•• •••�'•• FERTILIZERURPHO - TE-5,000 LBS,LBS>ACRE ACRE 10-10
+.O�♦♦iw�ii*t0i *is,,. .•O0.l•OD.*i0•►i��!li•Dis�!.Id►+.• G=.ADE SUPERPHOSPHATE-500 / 20% ANALYSIS
WI' :w .44,u ■ aalYu a a=�u M 11-0.0t-II r u l . N:u n N- MULCH TONS / ACRE SMALL GRAIN STRAW
lI IBC---IL--II IL n 4.14iig ,Ii, 1 ii-1I-.n-1CWi-IL-n-11=n-I�7C.'- _ ;':
ANOTHER - ASPHALT EMULSION � 3O0 GALS./ ACRE
I. I -
•
SILT FENCE FABRIC
INSTALLED TO SECOND 5 �i
, . .
STEEL POST WIRE FROM TOP - -
wovEN WIRE FABRIC A d ' , ' . NOTE: THIS IS THE MINIMUM ACCEPTABLE PAVEMENT SECTION. T E I�/ C= - _ _ A R A T I O'N
FRONT ViEW 69 \n/ \n/ USE THIS PAVEMENT SECTION FOR TRAWL LANES.
WARNING SIGN ` �"
SILT FENCE GEOTEXTILE FABRIC 3" D D D CONTRACTOR SHALL PLACE 2" ABINDER COURSE DURING CONSTRUCTION,
o ° a
2 1'I FILL SLOPE 4000 PSI CONCRETE o°0 O°0 oa0•�A� 0 oQa AFTER BUILDINGAND SITE SCONSTRUCOON E
" N 111 oo�O •• LD •t•• O
1'II GRADE - _jnI MINIMUM 8" ABC BASE -- / o .ioi� '�
COURSE COMPACTED IN 3" SUPERPAVE ASPHALT (S-9.58) F."
.I IiILU
I , : 6" MIN COVER 4�•
7, it 1112,, OVER SKIRT TRFT Pgr7'r�L-MN _ I ACCORDANCE WITH THE 6x6-W1,4W1,4 WELDED 10 CRUSHED STONE BASE
iv 11- EXTEND WIRE 6" MIN INTO TRENCH '� GEOTECHNICAL REPORT. WIRE REINFORCINGCI
1 I_I: AND ANCHOR SKIRT AS DIRECTED
f.-- BY ENGINEER. 3• DO tipT ENTER $e !/ //// // / //////// COMPACTED SUBGRADE
I if
1: !T NOTES: <" T r ..•e' .-e' r 4' v't"-.��y <
i` y; - CONTROL JOINTS SHALL BE SAW CUT STRAIGHT ACROSS BOTH THE t_ `4Y4a1'+ <
I II WARNING SIGNS TO BE MADE OF DURABLE, WEATHERPROOF MATERIAL. T + /
LtIIERS TO BE 3" HIGH MINIMUM, CLEARLY LEGIBLE AND SPACED AS DETAILED. WARNING SIGN DETAIL LENGTH AND WiDTH OF THE NEW CONCRETE SLABS AT THE MID
SiGNS SHALL BE PLACED AT 50' MAXIMUM INTERVALS.
SIDE VIEW PLACE A SIGN AT EACH END OF LINEAR TREE PROTECTION AND 50' ON CENTER THEREAFTER. POINT, BASICALLY QUARTERING THE NEW SLAB. THE CONTROL --
FOR TREE PROTECTION AREAS LESS THAN 200' IN PERIMETER, PROVIDE JOINTS SHOULD BE "IB" WIDE x 2" DEEP,AND SHOULD BE CUT AS SUBGRADE COMPAC ILL) TO A MINIMUM 95% STANDARD
NOTES: NO LESS THAN ONE SIGN PER PROTECTION AREA.
ATTACH SIGNS SECURELY TO FENCE POSTS AND FABRIC. SOON AS THE CONCRETE WILL ACCEPT SAWING WITHOUT DAMAGE.
-USE SILT FENCE ONLY WHEN DRAINAGE AREA MAINTAIN TREE PROTECTION FENCE THROUGHOUT DURATION OF PROJECT. PROCTOR MAXIUM DRY DENSITY (ASTM D 698).
DOES NOT EXCEED 1/4 ACRE AND NEVER IN ADDITIONAL SIGNS MAY BE REOUIRED BY TOWN OF HOLLY SPRINGS ENGINEERING
AREAS OF CONCENTRATED FLOW. DEPARTMENT BASED ON ACTUAL FIELD CONDITIONS. (UPPER ��" COMPACTED TO 100%)
PLACE A SIGN AT EACH END OF LINEAR TREE PROTECTION AND 50' ON CENTER THEREAFTER.
-END OF SILT FENCE NEEDS TO BE TURNED UPHILL
REINFORCED CONCRETE PAVING o s TE ASPHAL- - -AVY DUTY
STA\DAD T=MDOAY SILT/ TR`- PROT=CTIO\ r =\C- (HEAVY DUTY CONCRETE) RAFFIC PAVEN =\ T DETAIL
DRAWING NO.
NOT TO SCALE
NO SCALE D-1