HomeMy WebLinkAbout20190995 Ver 2_Grading Plans_20200218a>
m
0
C
r_
Q
n
U)
w
0
N
0
N
N
C
O
a
O
a
3
a
0
9
O
C)
U
It
Q)
L
9
0
e)
>
(7
>.
:@
u_
a>
rn
c
U)
a
0
,
p
U
Q0
rn
V
0
m
\
I \
KLENBURG OLIXY
B. 5015, PG. 98
PIN: 205-191-
1
'
�;
° I 1
��
\\ liii
-�-_,Z i�
\
-5i _ _%
o ,-�_ _ �� ���
- \ t I \\ \ \ \ -\ 0 ° ° / - - ~'T'�l
- - \ -1 z N� , - - , - I I ( \ _ // I \ \ \ 1 ~ _ \/ 1 I 1 \ \ \ I t >
r -10 % f \\\\ , r 0 / _\ ¢ - I ) - - I --"--
-1 OMT-P W \ \ ( / 01 �\ \ \ ��~\ \\`\_\ -'_-\\ - i 0 o� co )I Cl' _ 1 ( \ \ I ) I- ) - \ 1 \ 1 \ \\\ 1 �'
rr ii� ( ,G I \ - \ \ \ / 0 d o o I � r I 1 --- ;\`\ '1 -, / V-II
%�� = D.� 29859, PG. 259 I I O\ \\ \ \ \t \\ \ \ / / - Q o/ o l o �G( C i II Ill C0 I \ 1\ \ / J J( ( r ` / �y l .� J \ / I_ 1 / \ '
r i PORTION OF TIi AC,T 2, ( \ - \\\ I l\ - � - - _ _ cr °-L�1=2,~IN-1��,j$M GODLEY I �I 1 I I I - 1*1 - I _ _ L .. _ - _.-. - - _ �,��� - - - - - - - `� 7 / t
%j��r/�` M.B.cS3,Pq.�O� I J \ -�-- \��, / `� -�� -�� \� __��_- \ 1/ /fO�RTYMAP2 ( ) I1 I �� �_� ���� ~7- \- \
r r it
\ 1 >-'� ( , 1 or��' I11 o I J J/- I ,_ - _� \ - (� \ J
% r ' 1"a
- --_ � I ) 60 M.8✓'271 PG. 89 I 0 I 1 I 11� \ o - ' ' - J I \/
' / - I } / ( PU�.,2ID5�071 i2 I I \ _ `\J o� \ - - 1 I�I 1 l - - - - - - - - - II � \ - - 1 ) l >
/���/ r REMA l�E �i58.327ACR S i (0- \ I - \ J D.B.20275, PG. 547 - I )' / \A i'
/ ( `T - , \ '�p�\ � _\ \ \ \ P/N: 205-094-01 S 1 I = l 1 I II r 1 - 1 I / ` - - t / r / �) \ IN �, -
9_7/ A \ ) ��
/ ram/ /� /1 0 v Ate_ /�I c l
/ "___\
} o ` \\\ \\\\\mot - \\ ( 1 _ 7� - -) o o -� \ I - - - r / / \ � \ ^ _ l
:j 4 I \ 4 f l 1 \\ \\ �/ - \% / K�HARRIS "C 0 ° 1 SpN 1111J L 1 I c / III I /c\ - l I \ / I \ _ 1 \
\ _- \ �
\ < r ` o ; \ \\\\ \\\ \ 1 \.;, ' _ �, f �[TB. 2583Q PS' 393\ o o /� � �I 1 _ 1 1 / Q \ I \ l r - \ i
�\ \ \ f r ' \ ° r\r \ \\ \\�\ \�\y l / ` LO j�WILLIAMGOD/LEYP°FdOPE �� JJ I I — _ _ _ — — 1 /I i / / II! I \ \ \ \ \ \ \ \ \\ \ \ / / l \ \ \ \) —
\ \� / / / M.B. 26 PG. 68 �o I I ( 1 \ \ \ i -
\_ / I \ \\ti '1 _/ 1 1 I,( I / 11 1 / ` �I A
-
\ \ J \ 1 - �' \ \ \ \ 1 / ' / \ PIN: 2 �-09?I/2, °\\I \T I ( \ I ( r � / I \ \ \ \ \ 1 \�
�G% -' ;`( '� / f _-----"" \\\ \ \ 'O o I - - - I / I - �> / \ - \ i o )
s r / / /\� i \ \\ \\ \ \ �� / �/ // 1 \ p °\\\ r _ I Tr / r 1N I 1 \ \ / I \ i cn
� it/� - �"
OL_
//Y' - � •- �� \ , - -"" ---- \ �� i\ t o cy 2 0 2� - _ _ _ _ ) ' - I 1 I , ' 1 " 1 ' �/ ' = - - - - - \ ti \ 1 I \ 1 ��
'%� J - o_ )) 1 r I /
r� / - l` \�� c .- \ \ ( I / 1 \ ��\ \ f\�\\� \\ \ \ \ 1 J /
- ��� � �� � _ � ` '� \ \ � 1 - \� \� \\r\�6 �U1�i92\ \'�� \\ \ 1 / 5��6,�'O-r�o
- �� _ _ _ l II(- ' _ _ I / / ,11 \ 1 r \ \ \ l _ �\ / l \ ,
` -` �o,�� _ ` �' \ \ \\\ \�\ \\ \\ \ / ' JE EVIs Pf26teERT/ES LL 1 - I / / II ) 1 } \ ` r ^ \ / \ \ ?' 1
\ \ `� °` q 1 \� \\� \\ \\\ \,`\w\ \ �- \ /i I / �- > _ 1- \ \ \ ` \ - / ` `�}g Z ) f \i�\\ \\ \\\\\\\ T��F2 5e / \ `/ i I 11 I \ 1 J 1 h `\ , � DA. 1841 , PG. 873 I H � I / ( J SEE SHEET C-401 THRU
\ - \� \ / \\\ \ �\ \\\\y \ \\ \ / / ' / ) / - M.B. 1 , PG. 143 1 I \ ( \ f(- I / ` (- I ' \ - - _ - I I \,
- - - - / - 1 I 1 111
11
\\� \\� \ \\0 0 (� -11 1 - \�\ \ \�� \�\ �\\�_%\\,, -� / '(S"i �i ° / ' P/ :205-094-18 I )II l l ` \ \ ) J l (� ` \.\ \ 1 \ I I\tip C-404 FOR STORM CHARTS
f \`.\ \\0 I'oT� \�\ t)�J \� ` �°-��` ` \�'�`\�\\��\\\} \\\ \\\\yG�\�.�\�`' .1 /' r /P/ /o cb r0 i� �' - 1- I 11 \ \/NDUJ 1j_?1AL,DID/ I \ \ — _l) l 1 \\ AND GRADING AND
��� - \�\'1Q- '\ �� \ \\� \\\\ \Oyu\\\ \\\ \\� \ \ o�° I - 1 \ \ 1 _ - _ _
r - - - -\ - - \ \b\ h\ ` l (If l \\\ \\ \\\ \ \\\\ \\\��\� ��\,\� \ \ _ j //�/ r / ° /0 ° / / COUZ/NS LLC ► C41 \ \ \ (\ ) \ ) ) \ \ ` DRAINAGE NOTES
60' R/W l6siB 94 PG. 43 ) \ ^ \ 1 \ 1
/ - - \\ \ 1 I ' + \ -2� \?�Z �c\\� ?`\\�F '� / / o- o ° D.B. 19984, PG. 188) / \ \ \ \ - \ - -
/ - - \ \ \ \ 1 I \ \\ \�� \� \\ \ �\ \\ \\ ,� -� / / 9 \ - - - - \
\ \ / \ \ v�l y\ \\ \\ \\ \ \ �\ \\ i \� \ / O ° / 143 ' ' \ \ 1 \ \ \ e 1 / ' \ \ \ I
/ _- \ , \�)) \\o \ \ \ \ 1 \ \\�\\\�\>'_- \\�\ �Z /° -- ��`f° -�1 _ / ---_f---"-�J_` _ 1 \�\ ` 1 � \ N C-400 FOR INDEXING ONLY.
_---- - \T
----I---
,OWNS D E. ��,C I // I/l) I (\° r \ / /-( \ ,\ \\\ _*Z7 --_ - - \\\�` \\ �� �, . ' 6 - \coo J J r - P/N1205 0 4 29 / \ - _ - - - -- - - _- - - J I
/ b.12�1 8,. 7p� �; /'/ '/, / ' J `) , / \1 r ,`\\\\\ \\\\.� I\\\\\ ���\ \ �� , 5�` O ° o , 'o — — — \ i — _ r \ 1 1 SEE SHEETS C-405 THRU
/ / ` / I'' I 1 ( r ) _ J I \\\\\\ $\\\ �� \ \ \\`G\\�i - 545���0 / / 0.8$±9ac. / / (<1 / " ^ -T T \ _ , , -— _ — — — ^ � z ' L , , \ \ )I�I l \ C-414 FOR PLAN DETAILS.
t \ _ - / , ! i - r // / I l l Y,PJ
% I / J \ r '`\�\�\\\\\ \c�`�\\ \� \�\\ /\\ J p Y / 0 0T E S�VE r 7 / \ \ / '� /, \ \ / \ , l -_ - c \ r � \ \ 1 \ ` - -
, � �z \-- f // ; / \. 8- ' \ 1/ -- \ � L-- II \ / _ - \\\ SEE SHEETC-707
\ r / / / / �\\\ \\ \\ \\ / / / E / / / i
I \\ / / \ / / \ \ \ \l/ 2' � _ _I1 f f/
, / / / / d/ \\\ \\\\ \ f p / / / / , 100' BUFFER _ - - \ \ ` / // \1 ` \ I I I J f \ - \ \ \
1 / /// / ,//d / / / \\� \\�i \\� �\ f_ / // �)�Z r' / C412 \ \ �5 I(Il II > \ - 1 ' ` 1 - `-�` \ r
\� - y' ' ' _ / - - \ _ FOR PCCO SUMMARY
\ / ( / I', / � / 1161 6� / )/ \ '� \\�\\\�i\�\�\\�� - '�'' ' - ' ' / fS \ - l - I I (� - tf ( - I . , r- '7 \ , \
J l 1 I / \\ \\\\\Z0\�\,_ \ - ems' 1 -_ / / m / / / / r. / , � / / _ I�HBOL-0f SRtf F/_HS \ \ \ - ) J tl -- \- I l , I \ I ► ) )14 - - - - / - -
I \ \ \ ' 0' J/ _ \\ \\ \_ y\ - '` \�s�j\ice f J 1 / / / / / / , / / D.B. 18467, PG. 09 \ _ �) ( /` - - \ 1 1 \ \ \ \ I ' J
\ \'\ ) l / / ( ,1 I \\ \/\ - \ / // / / / / / / - / M.B. 14, PG. 143 \ - _ _ _/ / J - 1 I I r r _ �' - - _ - / \ SEE SHEETS C405-C414 FOR
\ )III ► I (� I �b ( cr ' J(/ \� \i� \a!\\\��c\\\ \ _ / ; \/ \, / ,� - ` _ -PtN: 21T5OS'1�13 � _ _ � _/ .) � / // _ I I_ I I I 'I/ ` \ \ (� _ _ I I) I,' _ / \ ^ J ALL LOT FLOOD PROTECTION
\ II I/I 6/ / / LidN413T6 �I �- ����\ /\ / ' r , - _ - `// 1 I \\ I f \\ \\ \\ - r I - / / / /' - e _ ELEVATIONS.
I- III / J if _ ` \\ OFF \ 15( ''/! , / EXISTING 4i0'- - _ l \ - - - / - - - ' ` I I / 1 I -
\ ( / / // / \� _ 48 ( ` / �HAf�COTTE WATER 1 - - / � -- I I \ \ / � � ' v \ I 1 11 I l 1
�( �\ 1 - / r \ �< \�\ F �f H 6 I \ 15 15 1 I A/' SANITARY SEWER ( r r ^oc v _ s ) / III \ \ \ 1 O ( r - r I)�'IJIIII� III (f \\ \, \I
/ I//), I/ / l \\/ �`\ 11 / l 1 I �\� t_/ EASEMEE -T / \ \ 1
/,/,� W. \ --- / / - - - -- 1 \ { / I ( \ \\
\\\ f \.tom \\\ 5 /� I I I I (� \/
- - _ _ "J� , //// \ \ � \\\� �� r -�- -� -) ' / / \ \ \\ \ - - - /' '/ / \ v� �o ) � y \ \ \ Ian \ \ \ \ � - 1 ", \ I/I � // ( \ \ \ \ I1 /1'�1t� 'III}I1 If',\ \�
1/ / �I / \ �� �\ '� �. - / p _ \ - " / ,/ I = M 1 � o I h �I r - \ - v \ I 1 \ I / \ I (�II'll( \\III 1I (I �\ \ \
r _
/ / / / - \ \ / / C-_ -- I - \ - > \ \ I III IP)' 'h
�/ /'�'//�/ � � \,��\ \S� \` � ' ' / �+ ~--- � ' �-., 1 I \ h - /F ` \ -/ � N/F I \I �fIIII/ 11IJ1�1 �
/ \ \'� \C ` t \ 1'\ r ( o I�`cL of \ I I t<cr r Co I \ l . nl I I C� .
r �. r � / / / \ \ �' '� 1 9 / \ m 1 � `� � I I I(I l Ill I N \
/ / JJJ) \� \\ / C� I / M - \ -
_ \\' 19 \ I \ J \ I \ / I I I
f / / 19 -_ \ 1\ o , o -
D 27 P . 42 DB 17
j 889 Z� 6 785 PG. 985 �\\ �c� \� \� _ / 1 COS // / ( I W m � 1 I I \ I / ! / IIII I /
i/ ^ ` r � //� q !\ �\'�%� \ \\� �\ �� / ( 1 1 ` /' / ( � ' c 2 col N 2 � IAIDUS� \ 1 �--F-� - -EMT � � \ ��I I i W-C�
\ `� I
r ) \ I �I
o� o /
I r � \ � I
N
f
`� 20 / /C 20 % M . 42 PG. 3�l 1 MB. 42 PG. 1 I
\ � - O 2 I
I �i
I
f / 6 / /\ \' ' r '1 �j . 2 - / r I _ - O \ j \ O \ / PlD 20508107 \ _ n ) I \ P/D # 205081 6 \ I I N ao O
I F
/� 0 1 / �\\\ \��y \ \�\ \�\\ \\ \ I - 20 _ a / ' - p \ I \ O � 'I / \ I , I I \ I I ( \ \ )l ( / \ 8 ( / - 111 111 I II
0 o P ( ( �� / \I\%\O \��\ \�� ° 1. / I - - - \ \ _ \- I \ I o / 1 \III 111 �/
1/-_ I 1 I / 1 I(
JJ / f \\0 \`R\�\\/\\\�2� 0_0 ° : - - . I \ -) \I , _ \ � \ \ J I J \ ( li 1 II �\\I \-< _ - _PID-# 8117 W \ I 1 \ ) 1 1 11 1 Iq1 �
(ft, \ % `` - i' 1 I % - 1 ./ \ r -f / 1 I I 1 \ ! \ J /// _ I 1
�- - - F_-_,ETll 1-ii \ r�-- // r\4 I IIII i11 I �\ \�� C S_ \ \ I \ I I f I I )K EN RG \ - - \\ - - / �/ //1 t iI \>y \� - I / I I tr I I I I / / 4/ \ 11 It( 111
\t\/ 1 1 \ \ HAROLD F- GR! l-S, 1F( \ ) I J �jj I J J)I I \ II \ _ ` - _ _ / / I / 1 I / /
/ r• OF THE HARO �R/FF/Tais- \ 1 ` �1QjJ� I l 1 \ \ I I I
\\ [�. ' '\ PAC\ �i�\fit\ c� / / / - - - - _ / . \ l _ J I I I b L e[P ENT T N2 W fftI�JDU E \ `J 1 _ , /i '/ (/ / / \ ) 1 1 /
\ / / / / \ / gE-VOCA6 TRO'ST�\ / r- \ h (\�j B MWTI PRI O CQM EJION O ) 1 I I ,- _ _ i/ 1 \ / \
IN 205 q91 1 \ \ / - - I �\ ' \�\ C4, 0)9
\\ ` - I l I l h 1 - - - _ - _ / / J \ I II I I \ I / / / GD \ / / DB 274f PG. 768 \ �� �� ' l Ill I o I PROJECT B DUKE ( I - / , .� // - -
//\\�/ � \. / / /�/ /\ - \ / .�\l/ /11 I \ \ I i II III -) �'/ (- /J ) /-- �� j )I 1�111 fl( 1) 1 J I\�\�\ ,`� , / / / // ' - - _ 1 c s 1 / / NIB 54 PG. 68 r - �� \ ) r) Y. /�) PORARY STREAM CROSSING > I I) _ - _ _ �I \ / 1 IIId u I
I I )�\° �\ I ' % / ' / ' / t 35' BU�FEI� t \ I /\ r - - _ - - _ ' - \ \ ( \ ) I / B { f ED AT TH�ORSON OAKS 1 \ ' - / _ - ' / J I 1 ) e� / , \ 1 c ` )� I1 II I�(1 � II
I» / / / r 1 \ , - - - EXIS -(�gi\\\ J I / I I^ T LLOW FOR PLACEMENT OF FI \ 1 1) 1 (' - I ,/ ( \ \I I) �'I�II Ill(
(I I \ 9� �A\ I / r' / \� , 1 \ -- --- - 1JN " I h. 9 ` ) rJ -' I / I i II II
1\ \ °/ / // /�- -- / / \ 1 ��- \ _ )) / / \ \\\l r I ,// \� \ I Ill I II ui
\ / r - CHARLOTTE WAT / Il\HE WEST DE OF THE TREA EM)blt� /,� �_�
_ _ /) ` ` J _ _ _ _ - - - - / - \ ( Iti 11
/ / / , // - \ - . - 1 I
l J l/11 I \ >`� / / / / / / •-� / / \ 2 1 —\ _ � J / / I / I ) \ \ `� _ _ -_ ' - \ 11 I I y " -- Op
' f / (/ / 1 \_ � - �ATIITAFF1' SEWER I M \( I I I
I �� \ _ / RI E WILL B��SED AS A CONSTR CT�ON , ) h III I J
///� , �� ) / / / r _ _,\-- \ 73 1 8 1 1 -' i -- ASEAAENT- �\ I I / / \ \ ��_==_ =��r ' � ' / _- III l I W
' !% _ ' ' / 17 I ) 1 _ \ \ J / I b�ENIVT, B NO CHANGE-IAl G DE IS \ I - � / S J I \ (11 I C�
\J o I 74 17 \ 1 ( \ \ �-� / I / I LLOWE1B-AT HE-EMMETT DRIVE C OSSING. 1 l JI I I II Q
/ ~ / - , / / NiRAC�OR PLACE TFlE-NE-E SARY - _�
/ I I I ) \ / / / I (- \ �� - - - - � ' - `� - ' �� % cr>� / f� / y r '- J `/ -7 \ \ / �� I� r /) lll+ 'll yl l a
/� A(N€THIC. Jo 0 t / / I I - - 4/ � i ILQT fd1 :LAG6 TO NOTIFY W RKERS O , �i / / I r
l v \ 1 / / i \ r I I I III 2
A7G1 ONE )r^ �\ ° ( / - - / / -3 \ 12 �2� 23 � - -- '\ / � , / 1 I\C� �S iEA P�V�E�LINE� - - , - - s- I r J / 1 I } I Il I ( : I
D t)6NlS�J� \\ \ \ \ / / I / / , - 3 N �' 21 — - _ _ - 100' BUFFER / I \ I'll / - / \ _ 7-� , \ /I I 1 I II ll,l l(l 2 O
-��h �Q \ / / . j�Y - / / / ` ^� 100' BUFFE 1 it \ U �
ji-JAM44ON0 �• �Q ` \\ Qo \ \ �C / I / / f ) ` 2 12 / / / / i \ \ I11111411 co O
>� J \ , I l l , 'r - \ - C f u- --__� �- �,/ --\ %ter \ I -\ \ , ( `- 560 S6 , I I I IIrII,\
312 5 PG. 1 1 \ / / \ \ � - 1 \ U
J I \ Q 100' BUFFER - 2 t 1 I I)F' II 1 q00\\ �� \ ram-- 13 i / / ) ) > Fi
)PlD # > >\�\ \ \ I I ' 1 / J _ _ �\ \ J ! / \ � �, " \ � � \ / 1 - r� ( \ r I I 11 I11 t
\ 20f 19108 �' \\0\\ t 1 I 1 I / / / / Y r '/ i \ p \ / � i / I- ,� , ( ,/ / \ c /J r t v I �I Rill
11r IIJl ) I \ I
\\ )
/ \ / 555 / / III I I I
\ I 1 I I � t _ _ \ _ - 1 i 555 �11 )
( I � 9 \- -- �/ - o v � / 555 r 11 1
\\\ t 1 N 4 s� _=552� _ ( II11 I � l w\
i °\\ \ - 15 \ il�� 5F1- �� t` 5� - — \ l " N )III fill"'
1
\ , 1\ r \ 1 . 1 t AC. 90 o )s f 55 h553 �5 - 6 - 1 0 / I I p
\ I\)\ ! \\\ \ \ \ \ / r J //� ( �Z` o ° o-cLc\ 8 �OSJ/ OS' e ,,. t � \ � ) / Q%�$$$----- �Fj - (O�j �►5a c9 � (�I I l
\ P dPER Y LINE �` 8 J I� ' 11
%\ ! / 1 \\ - / _ 1T 4� 559_� 1 I (�I I r
/(i, \ l \\\ (\\ - V i \- �a\��\ / -�\\\ 67 I // v 547 cs / 54g� 56 44 \\? II I�F Ed ( \\ \\\ b \- \ 5 J ! 55 54 53 52 50 48 146 45 \ \ Il� II /
\ -) \1 r f \\\ \\\ \� ` - - ~ \ \ -\\ 18 . 1 ...., 4 550 \' i S / 57 I 3 560 J I I I t
} � ) \\\ \\\\ \\ � .�\\ ,\- - � �., \ ���� - � \l � 66 \ - _ ` � �- �- 7 Sl �J r O) / 2 'l It )11'Iv- - '
\ r JJ \�\ \ \\\ \\ \� i \\\ \ �� 47 1 % / ,� to 6 1 S \ 11 I 40 I I)-- I ��
�\ \\ _ \\�` \ 63 5 rci I II I
\\ \ I \\\ \\�\ �� \ � \ \ - -\\� \ ' 20 1 Q� , ! 64 ' 46 r . /\ o L �\ J �. 6 8 6/ ` ( III I
\ �) \ \\ �\\ \ \ \� \\\yJ /\�\\ 5 2 6 54 7 0 0 0 0- o o_ o �J s . 6 �i I N I
\ - ' i I I, 11 I
\ � \ �4 � \ \\ �� �\\� a\���y\\�O � . 553 i �n \� ) r �1II(1 I -
� \ �� ( \>�\ \\ /\ / 0 /\ 80 7 . - 77 6 75 , . 72 71 - - I ,I
\ ti ��� �/ \ \Zs'/ �o �\����!\\\\(\� ' 60 2 /� ` 7 - / / o\ tnd tn0 \� /�' ��' ' 8 - 1
o E
N O
rp u
N �
U
z 0
E
ai
w
= O
~
m
Q w U
0u—i°
Ui
oN
a O l -
O
I-
`t
I-
I~
I-
W
(3OI'o
a
'-'
W
�
W
�
W
z
z_j_,;-
Qa ° xQ
w
coca
V
O
C o
a) co
Z
o
Z
Z
Z
�U
»
o o
Ln
O
O
O
Z
1 4
tn
w
O
O
O
Z
o
�
Z
Z
Z
Q
wl\
QQQ�
�
�
�
�
Z
O
00
O
�O
�
�
�
J
�
�
�
�
0
C
0
4
0
V)
L0
V)
L0
J
j
>
j
�
W
W
W
W
J I-M-i
�
�
�
�
''" w
01
0)
01
O
LL Lf) z
ti
O
+-I
O
ti
O
N
O
a J
�
a
�
�
�
M
w
O"D
W
O
N
" mo
� z
(z)
(z)
G -
O
DATE
.4
1211912018
U
DRAWN BY
A. DALE
L0
�
DESIGNED BY
•
O
•
-
J. HORTON
•
O
CHECKED BY
06,0
C. TODD
•
w
>
Lu
SCALE
U
AS SHOWN
a
•
z
o
•
•
0
(/ \ \>\ \� \� .:` /- -- - \ 4 / S O f / O°- / f / / - - - --- - CO \llll l '
\ \ \ \ \ ri�- _ J �d0' Bt1F6ER - - - / J \` ` j \\ I \ 2 - / / -�YxW I J I W
/) /-/ �\ -'-am
��-"I1 � o 24 r o°o/ -� J / ) ( �1 4�� i I I IIII 11 I ti
f / - \ \�� \\� ) ,� / o / r / / ` c \ III I I 1
- - ` / /.mil / / \ \ Q \ \�\ \ % \- \ ` 7 / , 2 �-0 0 0 ° o' / f 8 86 \ III II I
_ L - - ( / �JPtAt\1D ZONE WI TH \ / / 1 (( 1 I ( rn
r / 8 / / ^A / ' n / CO _ III I I I � cn
VARIE ,SEE - \ / / /� \\ \ 1 + 24 0 o S+' / / 1 I ll.?II f o
/ , \ \\ ) ) \ o J / R(>�B�RT E L'AN/FL� \ r I�E� - - �� \� / / \ ) / \at / `\ \ 19+ AC. 14+ \\f II II J l� I1 ^)w c -
> ti \ / r� ) \ / \ �\� / - -� / �- !� Sic 1 \IIIII il''I(� (III ti W
^ \®\ \ / / 1 + lam( \`h\` / \ \ \ 0 '�� / 3 \ ( / O / \ I I I
F v PlD # 05(0 2-12A \ 1
1 45' NfAf\TAGE 'USE ZONE \ /
8LtR HE KlM J l > ^ / I / _ - I , \ ( " \ \�\� / l \ i \ - 3 ( / \� 1 1 1 :,� S \ I 1}1,1 II+ II Il IIl rn
1 ( J / ~ (_ / , � i� \�\\ \ 31 r /L %� / �h � � J' � � ' � - �- — ` (II'll 11,111p a W �
II DB 20737 PG. 97 1 \ \ r - / / r _ _ _._ - 30' STREAM S� E Z�C��I�F \ 1 ` ,`� \6�\� \\\�\ / \ 23 / _ - _ / - \� t Q
P(D # 205- 1103203 \ \ \ - / , /ir _ ` _ - - - \ - \ -1 - / / 1II \ \ \ \ \ \ �Ryy��\\�.\�\ \ - 3 3 3 / - - �L\ q / 1 / �j I )I I I I( I
\ h' / /� //' i = - _ ` - \ / - - ,.._,�, ` TOP OF �F� \ \ l �\ \ `\ `-1 v ` a�\��\\\� / \ - - / - ' �\ c� 1 1� U 3 4 5 6 7 8 9 10 11 12 13 14 15 16 1� 1 F III ljlll(r
/.I _ , \ - \ \ 1 / / I' f \ \ t \1\\\�\\ \ / \\ 1 11 IJ If \\'�
\ \- ��'//I r�ir \ 1\\- \ \ ` `-/� \_� \(\ I) , \ 1 _ / / - III I Z
�= / ' I \ \\ l�l/F \ - r� = \ / f (1 > \ \ \ '\ y\� \\ \ / \ a pOS\ \_ I IIII 1 / N
(- ` /KEJlE 3aMTC9S�INDRA l CA/\ - \ - r _/�� //�` \ \ \ \ \ \\a\\ j�/ "\l , % 1 / o\o / 1tAC. III I ( 1
_--�_ �/�- \� 1 III �\ \\\� r// � _
\ \ \ \ - - \ r �\ \� / ��Y / / s� \\ / 1 / q �� r \�pl IIIII I'I /� I. N
/ p _ _ 7'(ILMI'RA`S�ANTOS _ - � s r/ /� -��/� \\��`\^- - �\� / � \`@ �\ � "\,.\y�\a � \ / r / / % _ �- / 0 9 / 1 I
\ / / �/ 1 b 130�95 P 118\ //%///r', I \ --^ -� s \ \ _ 4 1
�' q \ - 0 - �, - ` r �\ 11 P\ !/ ) 11 !/ �� ,^\� \\ \ \ / I \ S.� \�V \\ / / 9 \� / /�t /° l0
( JI I I \ \�� �\ \ / \\ \ 1 i1 I 1
- - Q - J ( IP q # 2bt5 032-D 1 0 ° - - // 11) f / l \ \ \ `<,•• \ \\\\ / I / ,@\\\�' \� / - / �` / / 5 - \ \ h ( l /J1/\ J - , ( %1 1 \ \ 1 1 tea\\ / \\ / `� \ \ \ 0 0 9 i \ ? EXISTING )h.IIII 11) \\ �
\ � // <(/ ) I I \ \ ° r1 ` \) �(1 ( (IJ� xr \1 \ \ �\ \ - / / \/ ��` - 9 ` / \ \\ \WETLANDS ,u 1 �I II --
,-. V �' \ \ ` \ / (� )111- 1) \� 1(�\ \\ \ \ -1 1 f \ \\`�\�\` / / \\��` G� ��\ / . , d / 1 �II 1 I II r \ f J
-\ \ \ J 1 1 \ \ / o -\� �. , )\ X ) �./� / \ f l \�\\ `\\ - 1 \ \ \ ��\ \\\ / / -`\\ \\�� / \ / o-� / \ 9 \ l \ �� (TO REMAIN 1 n),L. ,IIJ 1) \- U J
\ , 1 0 111 1 `-r, \� �1��` l ll\ \ \ �' \ / \ may J/ _� �' �b , •) ► III
\ \- ��J - - I / ( \ ° r - ^ - - _ / 0/ l/ b `� ) _/N/1 ) l ` / �! rtff�1\\ \ I \ ( �I \'�'cZ\\ `�\ __ I / C 9 / / `\ \ \ � 'c/z' I 1 I - 1 \ WI /�/
\ r- \ \ � \ o - - / / �l It . -/ / �' \ \ f I� \ �-s 4\��`\P \�\\\ $�\�� y� / - q / \ \ 1 ) /
\ _ \ �_; - - / / ) o / f 11 l / \ / JI1J r (I 1 I \\ \°mil\\\!� \\\\\ \ �G�?� _ \?\c� �� / _ _ - / _\� \ \�< ` � I II Ir ) r 1_
\\ \ t - w- - ` ' -:Z. -- / ° / / - - _ _ '� 1 `7`'� ( \\ // Jl )) ((f )%�\M \ \ \ 1 \\\ �'\ \\ \\ \\T f\ �'^ ^ ^ \ °� I \ - 'S�� / J 12 / ) / t /' ri '- / r J 1 p O
\ \ = / / / _ J = �� ( / (, 1)Cc
�1\\ \ / 1 / frig \ / / , \ yam\ 1 ^�\\\ \\ \\\\/may r ^ >� . 1 y \ \ III z Z
\\\\� \ ( 1 \ / ' J 1 / t \\ \ / < /Ni�-%�/o� 1 (1 \� -� \ \�\��� \ mil/' / � / ✓ \� \" j Lu < ) - - �\ t Ilh} 0
�\ \ f - - - \ \ / 6 t / ! \ // )J \ \ \ )> \ ` �\ °��\\l \\I�\� / / , r� \ of ° \ _ \ / I ^ , \ (\ I 0.CCO-\ \ \ I\ , a / / l / ( I r / / 1 \ j)/ /i/ l \ / / \l)j \\ \�\ \��\�\\ \��\y��( / / - - > I 1 • \ \\ / ° ° ) - / / - \ I \ LOT 4 J \ \\\ ��\\ I OS I 1 I Q
\ \ ( \ \ / ! / , / J _ r // ( l \ \\ / / / o l LOT 49 �\ I ( I I Z U
\�\\ / - ` - - \ \ \ °� J , / / /11 prat\` \ \ / / \ // / - ` - �4 r�� (�j III ) I \ \ Jf`\ l\\ �\\ \ \�\y��1\y�� r ' / ! .G��� \\ \ / ' -r , 0 1 \ _ > I 1 \ \ sr>A t / \ \ ',cl� \ i f I�I /
\\\ / \ \ ° / / / (ll �/! - / l l - r i/ I IlI \ \ \\\ \\ �\�I ' ( �� / ! o I - / \\ \ \ \ ) L T ` \ \ Ih�� r r w
\ \\ \ r _ \ \ �r / �/ / I / / ✓ e \ - . I I \ \ ,\ll) \ l / \\\ / \ f o / r 1 l \\ 1
\ \ I / \ o °\ \_ / ! I r /}\ / \ / / �l \ \' \r 1 �'i �(;\\\ \ \\ \ (% 11 \ \ �ii \�\\�\� \ , / / J \�\� \ \ 1. I \ \�-�_ I_ - - \ ` \ \ \ �� LOTSi �� \ \ \ \ + lllll( 1 U a
\\�\�\I `(\ ob\ \� ` j/ / / f l (�\ \ / ) C/ O /ii O \\\� \ N/F \\ 1��� (s\ \\1 \ s, \ \ ��\� \ \ � �- \ l I `\_/�v�1 \ - - -� ��_� OS \ \ \ \ i I I J OC
\ \�\ / �`� // / 1 ( \ VGdR1i FHABER J111( �� ll \ \ \ ° ,� \ / \ \ 1 0'�� �� - \-5- �! / �i B. 60 E T\eg ALOT\5 -ram\\ \\ \ 1 \ r -� I(II') 1111�\ 0Q J
�\ \ / / \ t 1 \ \\\ �(Y \\\ \ o ff$ " 3 �� I )I
\ \\ \ o / \ - - - ,j \ I r 23 §266 PG. 71 1 ) \ - , \r 7` - ^ 0 0 0 - -loJ = FM �- _ l \ I I I Z a-
\\\ I ,' ) \ I l ! \ \ \ \ \ \ lq 205-032-14 ( ( ) \ \ \ g o h �� \ \� I I- - _ o - 1 \\ - _ \ _ -, G' SOTS , 1 I - �)1�111� I ('1 ^ \
\\ \ O - \ / / c �J I I 1 \\\ \� \ O \ R \ J / \ \ I 7 ' I Q
\\�\\ \ 1 0 ) / - / I ) / o \ / \ \ I u\ I (1 \ l� `Q \�� \
\ \ l r ) / - I \ \ \ 1 \1 �1,0,.I�R'
\/ �\\fix \ r - ! 37 LfJ ALOT r r \ t I OT54 - \ �\ c„ \ / \ I� �jIII(IIIIf (/J (\ J Z J `.J
\�\\\ P / / / / ( (- J / ` . ' \ \ IIIII I I I \E\ FFbSSI 1 \ � ��\� / r \ - \ °o LOT LOT LOT LOT COT LOT LOT e,LN V 1 I \ \ t _ ) / , 1<I (a �--I J\�\�\ \ �\ o V / / / 1 \ _ \ I I I IIIII \ JkB DE e / \\ \�� \ - - J t i 39 \ I OT '\ \\`�( \l I pil�) l /I J ,� z
\,\ 1 I / -�. l 1 I Ir „ A �. '` \ r- _ - 40 ' ' 42 43I 45) \ I I I I \ \ \ (\ . I 1 N I I i
\ \ / / \ J / / J \ \ , / J I \ \1\\ \ ( 1 \� �\\��� J \ _ -,\ �C \ _ _ - 1 r 46 r 1 \ \ \\ / . I ` / (II l f N ( / I --I
\ \ \ ) / / I 111 \ \ / � I• _ MB. 47, P . 607 1 ( ' ' 1 �\ —I 6 \ � 1 J1111 I I I) I 0 W
° \\ \ / \ (\ / ( \ rr , r ) I`)) - / I J 1 I 1 1 \\ \ 11� ) l \ v,� lD #\1050z 117 \ \ I - / I Q
0 \, \ l , , 1 l\ 1 J l ^\ 1 / t / ( I / J /I 1J) v ) l \ \ �/ \ - ILLFR, ✓6t & _ \ \\ UI�'I I I I r I c
o ° \\\\ / 1 \ ( \ / I \ \ I \ // _ \ l) \ / / - �_� 1 - - rM�11�1 ANIT- _. R EASEMENT s> - II I" I ( l 1 I
/ / / 1 i �— -�- / e \ P -
., \ J / 1 // / I //1 ) � A O . 1 I/ \ � ' (' � �_ � I ;' O 1 � � 2 57\ \ }I I III► ! l 1 IQl a
o ° \�\'� /'^\\ \ \\-/i 1 \ \�1 r' 1 \%////i^\ 1 ► J \ / / / i% — V8�6 19�G.�135 , tin!\ / \ \ \ 1 (I v \\ \ \ \ / I I , ( / / \ I�_ _ ' M i of // i� / _ r /I ( I ° l - � � r _� S _ 1_-.. - \ 1 o Il
I ) l �)( // \\ 1 IW�p 2 / / / 1 O / �/
\\\'\ 1- ' J \ \ I\ o - - l \ / ► ) l 1(1\ 1 /� `\ .1 f I \ 1, rr -� _1/ � _ 9 4 / 6 G // /fir - r - o l \ —�- _ � \ I - / �
�\ \ l / 1 \ _ / - \ _ / _ l II\\\1 )11 I\ -/� \ I / I 1 r �1i ' // J / - - J 0�— ' ��- \ l _ ' EXISTING 60' AC}i RLOTTE WATER / 1 / /r I I Iu J V
/, - c J 1 \ \ / I \) 1 l t - \ IIII r =
\\\\\ / \ \ - / ^ \ \ \ // / - I (' 1 JII } 1 \ II� ( ) j (�_° _ _ / / `� 1 L '�1/0 d f \) \ 1aT 59 \ \ IIII 111 Irn(
\\ / \ ` \ I f ) - r ( 67 // /� 1 LOTS 1 T 3 �` I / SA11\TTARY S EVE EASEMENT / _ _ - - \ II IIII
\\\\( \ � - J __ \ \ \ \ / / f!// \\ 11\\ I \1 1 (`l ` 9 / / / ( 1 LOT 12 Q�d J I ! \ l 1 / \ J l i \ I 1\ 6 � - (\ l\ I
\ �\ \ \ ` // ! / J III )I \ / \\ / \ �O� //i/ / LOT 9/ I \�� Q> \ / 0-0 > / / - - / \ / \ \ 1 Iv/
\\\ \ \ - _ _ ./' - � - \ \ i \ I .J) I \ - - / _ 1\\ y)1 ( 0 /i iii � (\ /� I) _OaS / o `\� / - r ' / I / / ) - i� �IIIIII111 c
ce
\ _ _ _ - \ ! \\mac` . , : /1 ` - 1 s - \ ° '� // " ' /l 719 PG d35 / ' - 1 -- \ _ - e _ r / d ll� I I IIII Q
\\\\\\ 1 \ \ - - _ - - _ _ _ ` \ \ / - _ 1 1 `o I )\\ \ I, ) r\Q 1 �. ° /D ) % / -=o / \ o \° 7G7F ' J // / r C -,\ \ r `EX{STifdG 60' FOFZCE MAIN / \ LOT 58 / o \ I I C�
- / \ "\� 1 � J( \ _ % - / \ SANITAF�Y SEWE�t EASEMENT - 1I�18 42 PG 7�7 �- I1 11>1
\\\ \ - \ \ - - - - _ - _ r - \ \ _ J \ (( -� ��� -�- - 1(til �� \ )\ \ >\ / 1 �-11 \\�JI \ ` %1//i / / / / ( r / t 1! 1 KO&YL. KNEH� i / e \ a l \ - /
\\\\\ / / - - - - - - _ _ \ \ \ \ r _ 1 -�� i� -, \ l 1 ( • r ° �i� // ►1 r r I/ /M(� P 357 /� / / _ \ / \ / / - \ 4 I I I z
\\ \ �`-:. -\ - ,��-_, \\ \ / / \ a 'I MELISSA r - �`` , ) ' ~ )Illl I( IIIII'I I1
\\\\ l - \ \ - - ^ - \ \ III / - - = `� _ '��- \ \ �i J\ / 0 , / � I \\o J1 _1 I / / / / / / \ I / \ � � I 1 f J // II t ft-1'l III I �~
\ t / qE
\ - \ \ � -1 ��) 1 l \ \ / -\ / I / /i ) ,� oREYNARD , 1 `�- \ o -
\\\\\ \) - - . - \ \ - � � - -/' �1 ) \ O a ° � / / / 1 \ t T // ) I \ I (�'I r
\\ \ /� - - - - \ i- -^ s• - \ l ) , \ \ ` / (1 ) , (� \�j ii( 4 , \ 1 �, t �/ / o A - _ / \ - ` - / \ I r f \ - - / �O 60/ I 1 / III��I)�lf I(I 12 W
\ . \ \ \ - ` r t I (I 1 l \ ( / I 1 ( /F / /' d 30�77'PG. 9 / I W
\\ _ \ \ - f } - / / f r ^ - _ \ ), > / /I - / 1 fllll �(JI((1 Z I
\� / t - / ' ^ \ - \ \ --1 I \ - (-' \ \ _ / / �, ) l I I I \ \ l I - \ - COO(3AN H LDINGS, LLC AC. F R�XJ / \ _ \ S \ - _ > r , / ' , 1 ORTION OF EXISTINGI l I L l \
\\ / \ r C 1 \ // ^'� T%N 9 ° // / - J. `_ ( / \ / M IIIII JII IIII ( \\
\\\ ' / - l ( _ / / ,- / / , / I I I r III11''rel � \ \ P(D # 5-021-01 /� "yy" / \ _ - �i r - , - LOT 6Y/" l
\\\ 1 - \ \ 1 l - / / I J N 1 \ ) / ITIf T�M SH ET - 20 , / / ^ - \ \ /y II WETLANDS TO F�EMAINIIJ I I llrl • II
\ \ 1 \ - \ \\ - // / / ( I I ) )� /(lII 1 \\ - - / 1 0 / / r 1 / IIII 1 1 (
\� v / - \ \ - � � \ \ / / / \ ( $ ) ( / D�. 2667Q PG. 920 % / UFF , ENT T 0 N * / - 1_ \ \ ILI - �) • / / _ _ - `( '
\\\I / \ l /1 \ \ /i /\\��- \ - \ / /// / / / I \ f�l I Lj p�, �y rr // /\ \ / ! _- - // /\\ \ ' �1 \ __ I �I ��1
\ 1 a \ - _ \ - - ) I 1\I l \ ^ \ \ - - / / / / ( ! /'lll J I ( BrACKD�ED - 8. 190E PG. / / / //�r \ \ J / / / �� \ \ / ' l I / I - ,� /' \ / , (1 11. I I I I IIII - 1
�l / J / \ \I // (•lJ 1 f 111 I // // \ \,/ (/�'� /I �- () \ l , \\ � ' // ry /\
/ _ ' - - T6` ( SCALE 1�) 1`�5d I f (�1 J /
_ ! 1 I(y / / / / / - - - \ 5\s(TK' P COMMON" /\ r j ! (�1 p I I O\ 1
\__- / / 1 / / I / \ \ / /// //
\ ( \ \f ) b-,.�, - \ _ / / - r / l I l / /' f \ /i 1 ( / \ I / / , - \ / 1 JII II )
\\� / I I 11 - / / / //I J I / r \ r - `v �- _\ //'
1 r l - \ - / I I 1 \ AI I I I / ( / / /, 1 tl / ) ( f / I ! I - / � / _ \ \ , % 4 / /r'/ (qf \ J )
\\ - - \ ,\ \ - ) �j / \ / / I 1 p / / / I 1 1 I 1 / _ / / - - J \ I ` \ \ PEN SPACE /LOT F \ l I
1 / 1 / \ 1 \ �\ , > \,� l� \ \ - ' / I / / '/ / �c r �// I / ' / T / �/ 1 I - \ \ ) ( ,
\ \ _ 1 ( - \ ! , i ) I // , / / / Z \ - I J/ _ - \ - /' / / - ' \ TR'U�TE OF SO „ ��Il 111 J1 I 1
/ / - (�\\ \1\ - \ / r / /, \ // I /\ \ I , I/ / / 11 J J \ �. \ / 150
\ / \ - \ - ( ) l o - - , - / /) / / ( / ` \ I -1 / /11) ) Ifoi J/� I l l l - i� _ / � / I 1 _ _ - r - \ , /O I / 1 / , ,( IO I�IIIIJI Jf)))
)// \ \\- r ) \ \\ \r/- _ / r � / H l I I 1 II(1 / (- -- r\ " I \ \ / II l !'� P, I /
1 / %// / \ \ l I \ LOT 64 ON RE Tl Pd OF JEHC
_ / / / , f I 1 tt -1 1/ ! I -/ _ I ( � - ' \ Ill / J i dl%, / r
\ \ \\ ' / \ rtiti\ \ \ \ /� 1 ` J �/ \ r (/ ( / / / / r1 l j / ) $E���� (N I 1(�)! I ( ,) , / )1 I \ \ r _ - _ � l - - / ` \ \ J / \ / \ / \ J \ \ ` � ��// 1 ,I r 1=
r \ \ �\ ° �l ( I / ( / / I( %/ ) - \i Jl`) ) /Il / I 1 \ \ ^ r - - / \ _ / � ` ' _ O ` / - �. ( / ) �� \ L / / +
\� \ \\ \ I rr () f ! gFE= 4 9 1 1 \ �; J - \_ --, / .- \ ,
\ S 1 ( r fl 5 I l )1' 1•) 1 / J 1 ll r- J - \ / LOT 6,
- \ \ \ // r \- \ \ \ \ t / r) f ( ) S E = T/ ,1 / / )� ( I 1 l �\ o - ^ r r \ \ - - ' - - - - - - J / �" ! \ / 1 /
I, j \>\ / /--- \ -- . \ / \ /\ _ \FgfvR / ) I //111 \\\ \ r\\\ r-\- -- _i `/�
�z\ / \ // / .r S'( / l / \ \ L I \ I -' / l/ �/ I� 1 - _\ \ \ _ - ram\ \\ _ - - - -/ \�' /// 1 % \ L T66 `SS r / I d
I 1\\ / / / ) / _— \ —�\ \ 1 �) S �]J 1 !/!/�/ /f /'\ �/ ( \ /(/-J///JII(` _ \� t _ n _— \) "// / \ / Q Sl / i
1 \ �l / f o -7 / I / ( \ ) / /
\ \ / .-l\III \ 1 / 1 \ \ 11 1 I1 (1 I I vM- ' /\ I I /�/I - eJ . - _; -) \ / ( \ %r / / / ` � - OT67 /
/ \- \ 1 c 1I ( l l\�1/ / / t// J �/ l\ \ I1 I� l I /( ) - \.-- ( �) "- -- .(J I- f 1 c-_/ ) �
�I I / 1\ ) J \ / - / I ( \ - _ \ )III )) I( / / J � \ �•/ %' \ ( i- (� / ��_) l / / \ ,` 1 - o/ %� _ -� \ / \ t J \ J i, J I MB L�7T 68LOT E
( \ \ / / _ / -✓; - i- / rJ / 1 \ \ I I J (/ _ - - / j \ ( / ✓ J / J / 11 \ \ _ / - ' - - -._ / 4p 1. CONTRACTOR IS FULLY RESPONSIBLE FOR CONTACTING —
1 �+ / - I / / / \ � - 2 1 - - i - / ~ \ G - APPROPRIATE PARTIES AND ASSURING THAT EXISTING UTILITIES
+ \\\\ ) / / -Q (r \\(- \ / �- r- I I ) -N /III II / / r / // i r --\ f /-/ 1\ 1 ,\ v\-- / l f` �,-� - ` / r \1 / I �� /
( / / - ) ) ( / I - / •/yF / ' i - > -) 1 / - ( �_ o / - \(- \ -\ \ I I ARE LOCATED PRIOR TO CONSTRUCTION.
\\ \\\\1 ' �L/�� ! ///r— /I/ /oJI\\(If�1J1 - ! �(lIl�1 �J/c/ (t // r -%'i/jam ' �� / /r'/—)J / \ \ �\ — \�' I ' — \ 7 l '`/ /
/ i o /' / / / 1 ( / / \ - / c 1 \ ( \ \ i / JOB NO.
J / / - ( \ ^ J I/l J r J _ _ - _ _ / // r / / - f' I ( r ^ - -) \ ^ / ` _ J / ` \\\ `\ r / / )\ / ( ( 2. CONTRACTOR IS RESPONSIBLE FOR PLACING BARRICADES USING
,� , 0 / - \ / �� I (: / \ N / I `J II ��� / - - 1 // / / / / - - _ _ i / / / r ( ( )1 J - - / 1 1 (1 1 FLAG MEN, ETC. AS NECESSARY TO INSURE SAFETY TO THE
\\\\ 1 //-- -�/ .i-s\/Jlj�^� >>1 _ (-tip- / / \ I ( \\\1( 1'}` (/ / -- j / / r .•< /-- -r ` Il\/ l /` I-� - / r-_��\ \\\\ \ l/o \ \ - I �i --`
\ \ I�\ / \�\\\1r�� - - ^- 5 ► ( )) cc� r /J /i f�/r-' /; %- ^i J O \`/\ ) r\- ) -r �i \\ / i a I t - PUBLIC.
\ \) \ \ ,,� 1/' , /�/ �. J / _ —, I . —_ `,� -\ 'C'5 J,l , I `_ �. 4194E
b \ / \ -�-- \ 1 / t J / ,�� /J _ / / / / \\ _ / I - i / (J ' \ - - _ - / I \ O () I I �0�21 - ` 3. ALL PAVEMENT CUTS, CONCRETE OR ASPHALT, ARE TO BE
\ \\ I / e � _� - - - - - \' �\\ \\!,'/0,,,z-
/\ -c)- \ - = /� 'f/ �/ r - -' // / 'r - I \ \ - r l / / �- ) r , � � , �// ' \ ` -
\\ l / - - _ _ - \\ \ d �� / I \�• - ✓ - - I / \ 1 ITS REPLACED ACCORDING TO STANDARDS OF THE NORTH CAROLINA
/ 1( \` - \ 1 DEPARTMENT OF TRANSPORTATION AND TOWN OF PINEVILLE
�� \ \ � � - - - - \ \ \ �-. ... = ,, i � ' - ' - - � � - r \ ` / I \ = \ r � !- \ / � , 1 - - I / SHEET NO.
\ /i ) / _ �.' - _ - ,�l 1 I 1� 7�") / ` `- - // . / / � -� _!_ // J - \ r ./ - - - ( - / �. / / \ ` 1 I UTILITIES SPECIFICATIONS.
\ �1�� � �; � � _ � - , _ _ _ - - ` - \ A�, +'',r�' I - � - - ' 1 - =%f / i / � 1 I - ( \ ,r r I \ ( \ / l L\./ I /) \ 1 I -
1\ ///� \ - - - - r: r/ \�%l)l �A 1)I l �) ~\ = �� �^ j�// % '//!)� / / ) /r I �--, -:,-,\ / ( \ / ( \ - \ _ _ - - - - - `ry / ( • \ \ \\ / / 4. SHORING WILL BE ACCORDING TO OSHA TRENCHING STANDARDS �, -4 00
\ /i r - = � - - \ c l / J �i� �� - i/r / ` - - \ ` - \ / ) \ - / - _ r \ ( - _ - - - \ (- _ \ e t / O \ PART 192E SUBPART P, OR AS AMENDED.
6
,
S
>
0)
0
0
C
a D
a4)
0
w
m
m
m
O
2-
,
o_
C
m
0
a
0
0
0
0
0
c
m
0
a
c
m
r
m
o_
c
0
0
0
s
3
C
-0a
50
-0Df
o O
2 z
00
=2
02
C �
�,`0 0
-0 C
C m
m 0
d 0
c
w m
(D 3
Z O
O m
2 a
2 x
H 0
0
0 w
r 0
0
n Y
o •3
a
c
0 m
2 -�5
U C
0.0
:5 2
2 '�5
m C
.4 0
a) O
E C
0 Co
-°a m
N70
f0 0
0-0
0 E
0 0
0
m U
C to
m 0
C O
C °
c0
Qs
0 0
t ._
I—
L
GRADING NOTES:
1. ON -SITE BURIAL PITS REQUIRE A PERMIT.
2. ANY GRADING BEYOND THE DENUDED LIMITS INDICATED ON THE CONSTRUCTION DOCUMENTS IS A
VIOLATION AND IS SUBJECT TO A FINE.
3. GRADING MORE THAN ONE ACRE WITHOUT AN APPROVED EROSION CONTROL PLAN IS A VIOLATION
AND IS SUBJECT TO A FINE.
4. ALL FINAL CURB AND STREET GRADES AT INTERSECTIONS SHALL BE COORDINATED WITH INSPECTOR.
5. APPROVAL OF THIS PLAN IS NOT AN AUTHORIZATION TO GRADE ON ADJACENT PROPERTIES. WHEN
FIELD CONDITIONS WARRANT OFF -SITE GRADING, PERMISSION MUST BE OBTAINED FROM THE
AFFECTED PROPERTY OWNER(S).
6. IN ORDER TO ENSURE PROPER DRAINAGE, CONTRACTOR SHALL MAINTAIN A MINIMUM OF 0.5% SLOPE
ON THE CURB.
7. SUBSURFACE DRAINAGE FACILITIES MAY BE REQUIRED IN THE STREET RIGHT-OF-WAY IF DEEMED
NECESSARY BY THE INSPECTOR.
8. THE CONTRACTOR SHALL MAINTAIN EACH STREAM, CREEK, OR BACKWASH CHANNEL IN AN
UNOBSTRUCTED CONDITION AND SHALL REMOVE FROM THESE AREAS ALL DEBRIS, LOGS, TIMBER,
TRASH, JUNK AND OTHER ACCUMULATIONS.
9. ANY CONSTRUCTION OR USE WITHIN THE AREAS DELINEATED AS FLOODWAY DISTRICT FRINGE
BOUNDARY LINE OR FLOODWAY DISTRICT ENCROACHMENT BOUNDARY LINE IS SUBJECT TO THE
RESTRICTIONS IMPOSED BY FLOODWAY REGULATIONS.
i [I� ► A xy :Q � � I I�1:ZeIK�P1► � �'� : IG[.9 R�1 I B :7 ��I I A���l � �7_1► I �7 �Z�] xy � [�S r 6Y.Y�1 �� I � :7 x.91�] � 69 I :l I � � �'� 7�] :i � : I q
STRUCTURAL STABILITY OF ANY EXISTING OR PROPOSED RETAINING WALLS ON THE SITE.
11. NON-STANDARD ITEMS (IE: PAVERS, IRRIGATION SYSTEMS, ETC.) IN THE RIGHT-OF-WAY REQUIRE A
LOCAL OR STATE ENCROACHMENT AGREEMENT PRIOR TO INSTALLATION.
12. ALL TOWN OF PINEVILLE STANDARD DRAWING NUMBERS REFER TO THE TOWN OF PINEVILLE LAND
DEVELOPMENT STANDARDS MANUAL.
13. ALL SIDEWALKS SHALL SLOPE TOWARD ROAD AT 2.0% MAXIMUM.
14. CONTRACTOR SHALL CONTACT INSPECTOR 48 HOURS BEFORE CONSTRUCTION.
15. FOR SLOPE CONSTRUCTION 3:1 AND STEEPER THE CONTRACTOR SHALL COORDINATE WITH A
GEOTECHNICAL ENGINEER ON THE SUITABILITY OF SOILS PLANNED FOR THESE SLOPES AND FOLLOW
RECOMMENDATIONS SET FORTH BY THE GEOTECHNICAL ENGINEER FOR SLOPE CONSTRUCTION. ALL
SLOPES SHOULD BE TRACKED TOP TO BOTTOM AND STABILIZED WITH NORTH AMERICAN GREEN
S150, OR APPROVED OTHER, STAKED TO MANUFACTURER'S RECOMMENDATIONS. TOP SOIL
PLACEMENT ON SLOPES SHALL BE INSTALLED IN A BENCHED PATTERN.
16. BOTTOM OF WALL ELEVATIONS (NOTED AS BW) REFERENCE THE BOTTOM OF WALL AT FINISHED
GRADE, TYPICAL IN ALL AREAS. REFER TO WALL CONSTRUCTION PLANS BY OTHERS FOR TOP AND
BOTTOM OF FOOTING ELEVATIONS.
17. HIGH DENSITY POLYETHYLENE (HDPE) STORM DRAINAGE PIPE INSTALLED WITHIN EXISTING OR
PROPOSED PUBLIC STREET RIGHT-OF-WAY MUST BE APPROVED BY THE TOWN/COUNTY INSPECTOR
PRIOR TO ANY BACKFILL BEING PLACED. BACKFILL MATERIAL MUST BE APPROVED BY THE
TOWN/COUNTY INSPECTOR PRIOR TO PLACEMENT OF THE MATERIAL WITHIN THE PUBLIC STREET
RIGHT-OF-WAY.
18. PRIOR TO THE CERTIFICATE OF OCCUPANCY, CONTRACTOR TO PROVIDE SEALED AS -BUILT SURVEY
OF DETENTION SYSTEM AS REQUIRED BY LAND DEVELOPMENT.
19. PE SEALED SHOP DRAWINGS FOR RETAINING WALLS MUST BE SUBMITTED TO COUNTY ENGINEER
PRIOR TO CONSTRUCTION.
STORM STRUCTURE TABLE
STORM PIPE TABLE
STRUCTURE #
TOP
STRUCTURE HEIGHT
DESCRIPTION
PIPE #
DIA
FROM - TO
UPSTREAM
INVERT
DOWNSTREAM
INVERT
SLOPE
LENGTH
DESCRIPTION
Al
553.96
NCDOT 840.02 CONCRETE CATCH BASIN
A2
24"
A3-Al
545.98
545.66
0.53%
60.88 LF
24 inch RCP
A3
553.49
7.51'
NCDOT 840.02 DOUBLE CONCRETE CATCH BASIN
A4
24"
A5 - A3
547.38
546.08
0.51 %
253.82 LF
24 inch RCP
A5
554.06
6.68'
NCDOT 840.02 CONCRETE CATCH BASIN
A6
24"
A7 - A5
547.90
547.48
0.56%
75.00 LF
24 inch RCP
A7
553.48
5.58'
NCDOT 840.02 DOUBLE CONCRETE CATCH BASIN
A8
18"
A9 - A7
548.45
548.25
0.83%
24.00 LF
18 inch RCP
A9
553.48
5.03'
NCDOT 840.02 DOUBLE CONCRETE CATCH BASIN
A10
18"
All - A9
549.40
548.75
0.65%
100.00 LF
18 inch RCP
All
554.32
4.92'
NCDOT 840.02 DOUBLE CONCRETE CATCH BASIN
Al2
18"
A13 - A3
546.43
546.19
1.00%
24.00 LF
18 inch RCP
A13
553.50
7.07'
NCDOT 840.02 DOUBLE CONCRETE CATCH BASIN
STORM STRUCTURE TABLE
STORM PIPE TABLE
STRUCTURE #
TOP
STRUCTURE HEIGHT
DESCRIPTION
PIPE #
DIA
FROM - TO
UPSTREAM
INVERT
DOWNSTREAM
INVERT
SLOPE
LENGTH
DESCRIPTION
B1
542.63
NCDOT ES-1 for 30 inch Pipe
B2
36"
B3 - B1
539.52
539.30
0.21%
106.31 LF
36 inch CLASS IV RCP
B3**
544.38
4.86'
NCDOT 840.02 CONCRETE CATCH BASIN
B4
36"
B5 - B3
539.67
539.55
0.50%
24.00 LF
36 inch CLASS IV RCP
B5**
544.19
4.57'
NCDOT 840.02 CONCRETE CATCH BASIN
B6
30"
B7 - B5
540.92
539.67
0.54%
230.00 LF
30 inch CLASS IV RCP
B7**
546.84
6.30'
NCDOT 840.52 PRECAST MANHOLE
B8
30"
B9 - B7
541.38
540.92
0.55%
84.38 LF
30 inch CLASS IV RCP
B9**
547.19
5.81'
NCDOT 840.02 CONCRETE CATCH BASIN
B10
30"
Bl l - B9
541.74
541.38
0.53%
67.44 LF
30 inch CLASS IV RCP
Bl l**
546.63
4.89'
NCDOT 840.02 DOUBLE CONCRETE CATCH BASIN
B12
30"
B13 - Bl l
542.30
541.74
0.52%
106.77 LF
30 inch CLASS IV RCP
B13**
547.73
5.43'
NCDOT 840.02 CONCRETE CATCH BASIN
B14
30"
B15 - B13
542.79
542.30
0.53%
92.95 LF
30 inch RCP
B15**
548.79
6.00'
NCDOT 840.02 CONCRETE CATCH BASIN
B16
30"
B17 - B15
543.80
542.79
1.08%
93.94 LF
30 inch RCP
B17**
549.88
6.08'
NCDOT 840.02 CONCRETE CATCH BASIN
B18
30"
B19 - B17
544.52
543.80
0.54%
133.97 LF
30 inch RCP
B19**
551.44
6.92'
NCDOT 840.02 CONCRETE CATCH BASIN
B20
30"
B21 - B19
544.98
544.52
0.54%
85.42 LF
30 inch RCP
B21**
552.74
7.76'
NCDOT 840.02 CONCRETE CATCH BASIN
B22
30"
B23 - B21
545.59
544.98
0.50%
120.81 LF
30 inch RCP
B23**
554.62
9.03'
NCDOT 840.02 CONCRETE CATCH BASIN
B24
30"
B25 - B23
546.20
545.59
0.50%
120.81 LF
30 inch RCP
B25**
556.50
10.30'
NCDOT 840.02 CONCRETE CATCH BASIN
B26
30"
B27 - B25
547.49
546.20
0.50%
260.00 LF
30 inch RCP
B27**
556.01
8.52'
NCDOT 840.02 DOUBLE CONCRETE CATCH BASIN
B28
30"
B29 - B27
547.70
547.49
0.50%
42.31 LF
30 inch RCP
B29**
556.52
8.82'
NCDOT 840.02 CONCRETE CATCH BASIN
B30
30"
B31 - B29
547.88
547.70
0.50%
36.86 LF
30 inch RCP
B31**
556.38
8.50'
NCDOT 840.02 CONCRETE CATCH BASIN
B32
24"
B33 - B31
548.50
547.88
0.51 %
122.40 LF
24 inch RCP
B33**
555.23
6.73'
NCDOT 840.02 DOUBLE CONCRETE CATCH BASIN
B34
24"
B35 - B33
548.92
548.50
0.51 %
83.13 LF
24 inch RCP
B35**
555.82
6.90'
NCDOT 840.02 CONCRETE CATCH BASIN
B36
24"
B37 - B35
549.15
548.92
0.52%
43.86 LF
24 inch RCP
B37**
556.39
7.24'
NCDOT 840.02 CONCRETE CATCH BASIN
B38
24"
B39 - B37
549.53
549.15
0.50%
75.51 LF
24 inch RCP
B39**
557.48
7.95'
NCDOT 840.02 CONCRETE CATCH BASIN
B40
24"
B41 - B39
549.72
549.53
0.52%
36.77 LF
24 inch RCP
B41**
557.76
8.04'
NCDOT 840.02 CONCRETE CATCH BASIN
B42
18"
B43 - B41
550.39
549.72
0.52%
128.80 LF
18 inch RCP
B43
556.31
5.92'
NCDOT 840.02 CONCRETE CATCH BASIN
B44
18"
B45 - B43
550.96
550.39
0.50%
113.58 LF
18 inch RCP
B45
555.12
4.16'
NCDOT 840.02 CONCRETE CATCH BASIN
B46
15"
B47 - B45
551.18
551.06
0.50%
24.00 LF
15 inch RCP
B47
555.12
3.94'
NCDOT 840.02 CONCRETE CATCH BASIN
B48
24"
B49 - B5
540.20
539.62
0.50%
116.44 LF
24 inch RCP
B49
546.57
6.37'
NCDOT 840.02 CONCRETE CATCH BASIN
B50
18"
B51 - B49
540.45
540.20
0.50%
50.91 LF
18 inch RCP
B51
546.12
5.67'
NCDOT 840.02 CONCRETE CATCH BASIN
B52
18"
B53 - B51
540.74
540.45
0.50%
57.21 LF
18 inch RCP
B53
545.57
4.84'
NCDOT 840.02 DOUBLE CONCRETE CATCH BASIN
B54
15"
B55 - B53
541.10
540.99
0.50%
22.00 LF
15 inch RCP
B55
545.58
4.48'
NCDOT 840.02 DOUBLE CONCRETE CATCH BASIN
B56
15"
B57 - B55
541.33
541.10
0.50%
46.60 LF
15 inch RCP
B57
546.84
5.51'
NCDOT 840.02 CONCRETE CATCH BASIN
B58
15"
B59 - B57
541.48
541.33
0.50%
29.94 LF
15 inch RCP
B59
546.94
5.46'
NCDOT 840.02 CONCRETE CATCH BASIN
B60
18"
B61 - B31
549.55
548.63
2.00%
46.04 LF
18 inch RCP
B61
557.17
7.62'
NCDOT 840.02 CONCRETE CATCH BASIN
B62
18"
B63 - B61
551.06
549.65
2.01 %
70.00 LF
18 inch RCP
B63
556.96
5.90'
NCDOT 840.02 CONCRETE CATCH BASIN
B64
15"
B65 - B63
552.10
551.31
2.01 %
39.31 LF
15 inch RCP
B65
556.45
4.35'
NCDOT 840.02 DOUBLE CONCRETE CATCH BASIN
B66
15"
B67 - B65
552.88
552.75
0.54%
24.00 LF
15 inch CLASS IV RCP
B67
556.45
3.57'
NCDOT 840.02 DOUBLE CONCRETE CATCH BASIN
B68
15"
B69 - B63
551.55
551.31
2.00%
12.00 LF
15 inch RCP
B69
557.21
5.66'
NCDOT 840.02 DOUBLE CONCRETE CATCH BASIN
B70
15"
B71 - B69
552.40
551.65
2.04%
36.77 LF
15 inch RCP
B71
557.07
4.67'
NCDOT 840.02 CONCRETE CATCH BASIN
B72
15"
B73 - B71
552.75
552.60
0.63%
24.00 LF
15 inch RCP
B73
557.07
4.32'
NCDOT 840.02 CONCRETE CATCH BASIN
B74
24"
B75 - B41
549.85
549.72
0.54%
24.00 LF
24 inch RCP
B75**
557.76
7.91'
NCDOT 840.02 CONCRETE CATCH BASIN
B76
24"
B77 - B75
550.04
549.85
0.52%
36.77 LF
24 inch RCP
B77
557.59
7.55'
NCDOT 840.02 CONCRETE CATCH BASIN
B78
18"
B79 - B77
550.43
550.14
0.50%
58.00 LF
18 inch RCP
B79
557.01
6.58'
NCDOT 840.02 CONCRETE CATCH BASIN
B80
18"
B81 - B79
550.66
550.43
0.51%
44.81 LF
18 inch RCP
B81
556.59
5.93'
NCDOT 840.02 CONCRETE CATCH BASIN
B82
15"
B83 - B81
550.99
550.76
0.52%
44.64 LF
15 inch RCP
B83
556.19
5.20'
NCDOT 840.02 CONCRETE CATCH BASIN
B84
15"
B85 - B83
551.36
550.99
0.52%
70.74 LF
15 inch RCP
B85
555.67
4.31'
NCDOT 840.02 DOUBLE CONCRETE CATCH BASIN
B86
15"
B87 - B7
542.40
541.49
1.00%
91.03 LF
15 inch RCP
B87
546.76
4.36'
NCDOT 840.02 CONCRETE CATCH BASIN
B88
15"
B89 - B87
542.62
542.50
1.00%
12.00 LF
15 inch RCP
B89
546.76
4.14'
NCDOT 840.02 CONCRETE CATCH BASIN
20. PRIOR TO INSTALLATION, PE SEALED SHOP DRAWINGS FOR UNDERGROUND DETENTION SYSTEMS
MUST BE FURNISHED TO TOWN/COUNTY ENGINEERING FOR APPROVAL.
21. THE PURPOSE OF THE STORM DRAINAGE EASEMENT (SIDE) IS TO PROVIDE STORM WATER
CONVEYANCE. BUILDINGS ARE NOT PERMITTED IN THE EASEMENT AREA. ANY OTHER OBJECTS WHICH
IMPEDE STORM WATER FLOW OR SYSTEM MAINTENANCE ARE ALSO PROHIBITED.
22. ANY BUILDING WITHIN THE 100+1 STORM WATER ELEVATION LINE IS SUBJECT TO THE RESTRICTIONS
OF THE (MECKLENBURG COUNTY) SUBDIVISION ORDINANCE, SECTION 7.200.8.
23. "AS -BUILT" DRAWINGS AND PLANS OF THE STORM DRAINAGE SYSTEM, INCLUDING DESIGNED DITCHES,
MUST BE SUBMITTED PRIOR TO SUBDIVISION FINAL INSPECTION TO THE COUNTY ENGINEERING
DEPARTMENT IN ACCORDANCE WITH COUNTY SUBDIVISION ORDINANCE.
24. AS-BUILTS FOR ALL APPLICABLE DETENTION STRUCTURES AND BMP MEASURES ARE REQUIRED.
AS-BUILTS ARE TO INCLUDE LATITUDE AND LONGITUDE FOR CENTER OF MEASURE, AND INLETS AND
OUTLETS OF ALL STRUCTURES. ELEVATIONS ARE REQUIRED FOR ALL MEASURES AS WELL AS
DIMENSIONS OF ALL MEASURES.
25. ALL DISTURBED AREAS MUST BE SEEDED AND MULCHED WITHIN 14 CALENDAR DAYS.
26. SLOPES SHALL BE GRADED NO STEEPER THAN 2:1. FILL SLOPES GREATER THAN 10, REQUIRE
ADEQUATE TERRACING.
27. A GRADING PLAN MUST BE SUBMITTED FOR ANY LOT GRADING EXCEEDING ONE ACRE THAT WAS NOT
PREVIOUSLY APPROVED.
28. COORDINATE ALL CURB AND STREET GRADES IN INTERSECTION WITH INSPECTOR.
29. CONTRACTOR IS RESPONSIBLE FOR ENSURING DRAINAGE ACROSS THE INTERSECTION.
NOTES:
30. THE COMMUNITY ENCROACHMENT LINE MUST BE CLEARLY MARKED PRIOR TO ANY GRADING AND THE
MARKED LINE MUST BE MAINTAINED ON SITE UNTIL FINAL GRADING IS COMPLETED.
31. A MINIMUM OF 12-INCHES OF SOIL COVER IS REQUIRED TO PROOF RILL DIRECTLY OVER CLASS IV RCP. IN
AREAS WHERE LESS THAN 12-INCHES OF SOIL COVER IS PROVIDED, BACKFILL SHALL CONSIST OF ABC STONE
RATHER THAN SOIL TO ACHIEVE SUBGRADE. IN AREAS WHERE LESS THAN 12-INCHES OF ABC STONE WILL BE
PLACES, INCLUDING THE ABC STONE REQUIRED BENEATH THE CURB, PLACE TENSAR BX1200 GEOGRID AT THE
SUBGRADE LEVEL PRIOR TO PLACING AND COMPACTING THE FINAL 6-INCH LAYER OF ABC STONE. THE
GEOGRID SHALL EXTEND A MINIMUM OF 3 FEET BEYOND OUTSIDE EDGE OF PIPE. WHERE THIS CONDITION
EXISTS,; PROOF ROLLING SHOULD NOT BE PERFORMED AT THE SUBGRADE LEVEL WHERE PIPE COVERAGE IS
LESS THAN 12-INCHES. INSTEAD, PROOF ROLLING SHOULD BE PERFORMED AT THE FINISHED ABC STONE LEVEL
PRIOR TO THE PLACEMENT OF CURB.
STORM DRAINAGE NOTES:
1. ALL PIPE TO BE INSTALLED AND BEDDED PER MANUFACTURER'S SPECIFICATIONS.
2. NO VEHICULAR TRAFFIC SHALL BE ALLOWED ACROSS PIPES UNTIL A MINIMUM OF 2' OF
COMPACTED COVER HAS BEEN INSTALLED.
3. ALL PIPES AND STRUCTURES IN PUBLIC RIGHT OF WAYS TO MEET NCDOT STANDARDS.
ALL PIPE TO BE RCP IN PUBLIC RIGHT OF WAY.
4. ALL CONSTRUCTION TO MEET OR EXCEED NCDOT AND LOCAL STANDARDS.
5. ALL CURB INLET TOP ELEVATIONS ARE AT EDGE OF PAVEMENT.
1. SOME STRUCTURES REQUIRE INLET SHAPING AS NOTED ON THE STORM STRUCTURE TABLES. REFER TO
DETAIL ON SHEET C-720.
2. FOR DUAL PIPE SYSTEMS, THE INNER PIPE SHALL BE LOCATED GENERALLY UNDER THE CURB WITH THE
OUTER PIPE BEING OFFSET BEHIND THE CURB LOCATED MORE GENERALLY IN THE PLANTING STRIP.
3. CONTRACTOR SHALL PROVIDE SEALED ENGINEERED DRAWINGS TO ENGINEER OF RECORD FOR
STRUCTURES WITH DUAL PIPES PRIOR TO INSTALLATION.
STORM STRUCTURE TABLE
STORM PIPE TABLE
STRUCTURE #
TOP
STRUCTURE HEIGHT
DESCRIPTION
PIPE #
DIA
FROM - TO
UPSTREAM
INVERT
DOWNSTREAM
INVERT
SLOPE
LENGTH
DESCRIPTION
Cl
543.73
NCDOT ES-1 for 36 inch Pipe
C2
36"
C3 - C1
540.52
540.40
0.10%
114.82 LF
36 inch CLASS IV RCP
1
C3**
545.58
5.06'
NCDOT 840.02 DOUBLE CONCRETE CATCH BASIN
C4
36"
C5 - C3
540.64
540.52
0.50%
24.00 LF
36 inch CLASS IV RCP
C5**
545.58
4.94'
NCDOT 840.02 DOUBLE CONCRETE CATCH BASIN
C6
30"
C7 - C5
540.79
540.64
0.50%
29.52 LF
30 inch CLASS IV RCP
C7**
546.92
6.14'
NCDOT 840.02 CONCRETE CATCH BASIN
C8
30"
C9 - C7
541.17
540.79
0.50%
75.21 LF
30 inch RCP
C9**
548.78
7.61'
NCDOT 840.02 CONCRETE CATCH BASIN
C10
C12
30"
30"
C11 - C9
C13 - Cl l
541.74
542.30
541.17
541.94
0.50%
0.55%
114.52 LF
65.22 LF
30 inch RCP
30 inch CLASS IV RCP
C11**
549.38
7.63'
NCDOT 840.52 PRECAST MANHOLE
C13**
547.36
5.06'
NCDOT 840.02 CONCRETE CATCH BASIN
C14
30"
C15 - C13
542.38
542.30
0.66%
12.05 LF
30 inch CLASS IV RCP
C15**
547.38
5.00'
NCDOT 840.02 CONCRETE CATCH BASIN
C16
30"
C17 - C15
542.61
542.38
0.61 %
37.75 LF
30 inch CLASS IV RCP
C17**
548.33
5.72'
NCDOT 840.02 CONCRETE CATCH BASIN
C18
30"
C19 - C17
543.01
542.61
0.58%
68.88 LF
30 inch RCP
C19**
548.93
5.92'
NCDOT 840.02 CONCRETE CATCH BASIN
C20
30"
C21 - C19
543.87
543.01
0.54%
159.96 LF
30 inch RCP
C21**
550.53
6.66'
NCDOT 840.02 CONCRETE CATCH BASIN
C22
30"
C23 - C21
544.47
543.96
0.75%
67.88 LF
30 inch RCP
C23**
550.42
5.95'
NCDOT 840.02 CONCRETE CATCH BASIN
C24
24"
C25 - C23
544.61
544.47
0.65%
22.02 LF
24 inch CLASS IV RCP
1
C25**
550.41
5.80'
NCDOT 840.02 CONCRETE CATCH BASIN
C26
24"
C27 - C25
544.93
544.61
0.65%
48.88 LF
24 inch CLASS IV RCP
C27**
550.83
5.91'
NCDOT 840.02 CONCRETE CATCH BASIN
C28
24"
C29 - C27
545.34
544.93
0.65%
63.56 LF
24 inch CLASS IV RCP
C29**
551.70
6.36'
NCDOT 840.02 CONCRETE CATCH BASIN
C30
24"
C31 - C29
545.54
545.34
0.65%
31.12 LF
24 inch RCP
C31**
552.28
6.74'
NCDOT 840.02 CONCRETE CATCH BASIN
C32
24"
C33 - C31
545.61
545.54
0.58%
12.00 LF
24 inch RCP
. j
C33**
552.28
6.68'
NCDOT 840.02 CONCRETE CATCH BASIN.
C34
24"
C35 - C33
546.05
545.61
0.85%
51.81 LF
24 inch RCP
C35**
552.73
6.69'
NCDOT 840.02 CONCRETE CATCH BASIN
C36
24"
C37 - C35
547.72
546.05
0.85%
197.06 LF
24 inch RCP
C37**
556.27
8.55'
NCDOT 840.02 CONCRETE CATCH BASIN
C38
24"
C39 - C37
550.24
547.72
0.85%
296.59 LF
24 inch RCP
C39**
557.00
6.77'
NCDOT 840.02 DOUBLE CONCRETE CATCH BASIN
C40
24"
C41 - C39
550.38
550.24
0.60%
24.00 LF
24 inch RCP 1
C41**
557.00
6.62'
NCDOT 840.02 DOUBLE CONCRETE CATCH BASIN
C42
24"
C43 - C41
550.64
550.38
0.60%
42.53 LF
24 inch RCP
C43**
557.61
6.98'
NCDOT 840.02 CONCRETE CATCH BASIN
C44
24"
C45 - C43
550.74
550.64
0.60%
16.02 LF
24 inch RCP
1 C45**
557.59
6.85'
NCDOT 840.02 CONCRETE CATCH BASIN
C46
18"
C47 - C45
551.46
551.28
0.50%
36.88 LF
18 inch RCP
C47**
557.62
6.16'
NCDOT 840.02 CONCRETE CATCH BASIN
C48
18"
C49 - C47
551.78
551.46
0.50%
64.60 LF
18 inch RCP
C49**
558.33
6.55'
NCDOT 840.02 CONCRETE CATCH BASIN
C50
18"
C51 - C49
552.04
551.78
0.50%
51.89 LF
18 inch RCP
C51**
560.07
8.03'
NCDOT 840.02 CONCRETE CATCH BASIN
C52
18"
C53 - C51
552.15
552.04
0.50%
22.00 LF
18 inch RCP
C53**
560.07
7.92'
NCDOT 840.02 CONCRETE CATCH BASIN
C54
18"
C55 - C53
552.42
552.15
0.50%
53.14 LF
18 inch RCP
C55**
559.11
6.69'
NCDOT 840.02 CONCRETE CATCH BASIN
C56
18"
C57 - C55
552.75
552.42
0.50%
66.48 LF
18 inch RCP
C57**
558.34
5.59'
NCDOT 840.02 DOUBLE CONCRETE CATCH BASIN
C58
15"
C59 - C57
553.11
552.88
0.52%
44.82 LF
15 inch RCP
C59**
558.90
5.79'
NCDOT 840.02 CONCRETE CATCH BASIN
C60
15"
C61 - C59
553.17
553.11
0.50%
12.00 LF
15 inch RCP
C61**
558.65
5.48'
NCDOT 840.02 CONCRETE CATCH BASIN
C62
15"
C63 - C61
553.68
553.17
0.50%
101.65 LF
15 inch RCP
C63
557.63
3.95'
NCDOT 840.02 CONCRETE CATCH BASIN
C64
15"
C65 - C7
541.03
540.87
0.50%
31.81 LF
15 inch RCP
C65
546.97
5.94'
NCDOT 840.02 CONCRETE CATCH BASIN
C66
24"
C67 - C9
541.71
541.17
0.50%
108.05 LF
24 inch RCP 1
C67**
547.92
6.21'
NCDOT 840.04 OPEN THROAT CATCH BASIN
C68
24"
C69 - C67
541.87
541.71
0.50%
31.86 LF
24 inch CLASS IV RCP
C69**
546.07
4.20'
NCDOT 840.02 DOUBLE CONCRETE CATCH BASIN
C70
15"
C71 - C69
542.95
541.97
0.63%
154.55 LF
15 inch RCP
C71**
548.10
5.15'
NCDOT 840.02 CONCRETE CATCH BASIN
C72
10"
C73 - C71
543.40
543.05
0.58%
60.15 LF
10" HDPE
C73
547.15
3.75'
AREA DRAIN - 12" BASIN
C74
10"
C75 - C73
543.80
543.40
0.56%
71.39 LF
10" HDPE
C75
547.16
3.36'
AREA DRAIN - 12" BASIN
C76
15"
C77 - C11
542.06
541.84
0.59%
36.85 LF
15 inch RCP
1
/X7 C77
546.89
4.83'
NCDOT 840.02 CONCRETE CATCH BASIN
C78
15"
C79 - C77
542.17
542.06
0.50%
22.00 LF
15 inch RCP
C79
546.94
4.77'
NCDOT 840.02 CONCRETE CATCH BASIN
C80
15"
C81 - C19
544.55
544.30
1.14%
22.00 LF
15 inch RCP
C81
548.92
4.37'
NCDOT 840.02 CONCRETE CATCH BASIN
C82
15"
C83 - C33
546.05
545.71
0.53%
63.82 LF
15 inch RCP
C83
552.50
6.45'
NCDOT 840.02 CONCRETE CATCH BASIN
C84
15"
C85 - C35
547.00
546.80
0.79%
25.30 LF
15 inch RCP
C85
552.85
5.85'
NCDOT 840.02 CONCRETE CATCH BASIN
C86
15"
C87 - C37
548.37
548.25
0.50%
24.00 LF
15 inch RCP
C87
556.27
7.90'
NCDOT 840.02 CONCRETE CATCH BASIN
C88
15"
C89 - C47
552.58
552.33
1.04%
24.00 LF
15 inch RCP
C89
557.62
5.04'
NCDOT 840.02 CONCRETE CATCH BASIN
C90
15"
C91 - C57
552.94
552.88
0.50%
12.00 LF
15 inch RCP
C91
558.09
5.15'
NCDOT 840.02 DOUBLE CONCRETE CATCH BASIN
C92
8"
C93 - C67
543.50
543.00
1.08%
46.25 LF
8" HDPE
C93
549.01
5.51'
ZF806 TRENCH DRAIN
C94
15"
C95 - C61
554.21
553.27
1.00%
93.99 LF=inchRCP5
559.58
5.37'
NCDOT 840.02 CONCRETE CATCH BASIN�E;C,
C96
15"
C97 - C95
555.30
554.31
1.00%
98.79 LF
560.56
5.26'
NCDOT 840.02 CONCRETE CATCH BASIN
CARO
0-11
S
35 03
ti 4/
Nonni►t 02/03/20
o E
N O
00 V
N uj
U
z o
,E
a� E
w
= o
L
Q W U
pU-ip
w p'�
of LL CD o^
LL Ll
a O N
Lu
uw�
a H - M
C7 0 � o
z�,;�
�Q X
_ LL_
p U
-0 o
M 0
_ 00
~ � N
O p
L�
Mo
w
O J
w
-,D ~
U
J
J
O
J �
J H-
'." W co
Q I -Of - N
U
LL (n Z
w z w
jQ_j
z�>
'-' w �
cn m
ova
oc
O
LL
z
a
oc
U
0�1
U)
W W W W
CL Q_ CL Q_
Q 0 Q 0
W W W W
CZ ck� CZ ck�
0) m 0) O
0 0 0 0
Lu N N N N
Q
'"I- M
O N M O
DATE
1211912018
DRAWN BY
A. DALE
DESIGNED BY
1. HORTON
CHECKED BY
C. TODD
SCALE
AS SHOWN
JOB NO.
41946
SHEET NO.
C-401
"STRUCTURES REQUIRE INLET SHAPING. REFER TO SHEET C-720 FOR DETAIL.
L
"STRUCTURES REQUIRE INLET SHAPING. REFER TO SHEET C-720 FOR DETAIL.
STORM STRUCTURE TABLE
STORM PIPE TABLE
STRUCTURE #
TOP
STRUCTURE HEIGHT
DESCRIPTION
PIPE #
DIA
FROM - TO
UPSTREAM
INVERT
DOWNSTREAM
INVERT
SLOPE
LENGTH
DESCRIPTION
D1
543.19
NCDOT 838.80 CONCRETE ENDWALL
D2
42"
D3 - D1
539.46
539.39
0.22%
34.80 LF
42 inch RCP
D3**
546.56
7.10'
NCDOT 840.02 CONCRETE CATCH BASIN
D4
42"
D5 - D3
540.32
539.60
0.51 %
140.17 LF
42 inch CLASS IV RCP
D5**
546.18
5.86'
NCDOT 840.02 CONCRETE CATCH BASIN
D6
42"
D7 - D5
540.44
540.32
0.50%
24.00 LF
42 inch CLASS IV RCP
D7**
546.18
5.74'
NCDOT 840.02 CONCRETE CATCH BASIN
D8
42"
D9 - D7
540.70
540.44
0.51 %
50.91 LF
42 inch CLASS IV RCP
D9**
547.00
6.30'
NCDOT 840.02 CONCRETE CATCH BASIN
D10
42"
D11 - D9
540.82
540.70
0.50%
24.00 LF
42 inch RCP
D11**
547.00
6.18'
NCDOT 840.02 CONCRETE CATCH BASIN
D12
42"
D13 - D11
541.52
540.82
0.51%
137.96 LF
42 inch RCP
D13**
549.77
8.25'
NCDOT 840.02 CONCRETE CATCH BASIN
D14
36"
D15 - D13
542.93
542.40
0.51%
104.70 LF
36 inch RCP
D15**tr
549.01
6.08'
NCDOT 840.02 CONCRETE CATCH BASIN
D16
30"
D17 - D15
543.40
542.93
0.50%
94.71 LF
DOUBLE 30 inch CLASS IV RCP'
D17**tt
547.85
4.45'
NCDOT 840.02 DOUBLE CONCRETE CATCH BASIN
D18
30"
D19 - D17
543.85
543.40
0.50%
90.47 LF
DOUBLE 30 inch CLASS IV RCP'
**tt
D19
548.77
4.92'
NCDOT 840.02 CONCRETE CATCH BASIN
D20
30"
D21 - D19
543.97
543.85
0.51%
23.74 LF
30 inch CLASS IV RCP
D21**
548.79
4.82'
NCDOT 840.02 CONCRETE CATCH BASIN
D22
30"
D23 - D21
544.23
543.97
0.52%
50.02 LF
30 inch CLASS IV RCP
D23**
549.50
5.27'
NCDOT 840.02 CONCRETE CATCH BASIN
D24
30"
D25 - D23
544.54
544.23
0.59%
52.49 LF
30 inch RCP
D25**
550.39
5.85'
NCDOT 840.02 CONCRETE CATCH BASIN
D26
30"
D27 - D25
545.40
544.64
0.75%
101.57 LF
30 inch RCP
D27
551.28
5.88'
NCDOT 840.02 CONCRETE CATCH BASIN
D28
30"
D29 - D27
546.50
545.50
0.89%
112.69 LF
30 inch RCP
D29
552.39
5.89'
NCDOT 840.02 CONCRETE CATCH BASIN
D30
24"
D31 - D29
547.95
547.05
1.05%
86.08 LF
24 inch RCP
D31
553.23
5.28'
NCDOT 840.02 CONCRETE CATCH BASIN
D32
24"
D33 - D31
548.60
547.95
1.06%
61.59 LF
24 inch RCP
D33
553.83
5.23'
NCDOT 840.02 CONCRETE CATCH BASIN
D34
24"
D35 - D33
549.15
548.60
1.05%
52.45 LF
24 inch RCP
D35
554.36
5.21'
NCDOT 840.02 CONCRETE CATCH BASIN
D36
18"
D37 - D35
551.60
549.60
1.02%
196.46 LF
18 inch RCP
D37
556.35
4.75'
NCDOT 840.02 CONCRETE CATCH BASIN
D38
15"
D39 - D37
552.89
551.70
0.90%
131.80 LF
15 inch RCP
D39
557.66
4.77'
NCDOT 840.02 CONCRETE CATCH BASIN
D40
15"
D41 - D39
553.70
552.99
1.02%
69.92 LF
15 inch RCP
D41
558.34
4.64'
NCDOT 840.02 CONCRETE CATCH BASIN
D42
15"
D43 - D41
554.05
553.80
1.14%
22.00 LF
15 inch RCP
D43
558.35
4.30'
NCDOT 840.02 CONCRETE CATCH BASIN
D44
15"
D45 - D17
543.93
543.73
0.83%
24.00 LF
15 inch RCP
D45
547.85
3.92'
NCDOT 840.02 DOUBLE CONCRETE CATCH BASIN
D46
15
D47 - D45
544.30
543.97
0.82%
40.08 LF
15 inch RCP
D47
548.48
4.18'
NCDOT 840.02 CONCRETE CATCH BASIN
D48
24"
D49 - D25
545.15
545.02
0.59%
22.00 LF
24 inch RCP
D49**
550.40
5.25'
NCDOT 840.02 CONCRETE CATCH BASIN
D50
24"
D51 - D49
545.46
545.15
0.59%
52.42 LF
24 inch RCP
D51**
550.97
5.51
NCDOT 840.02 CONCRETE CATCH BASIN
D52
24"
D53 - D51
545.85
545.46
0.66%
58.65 LF
24 inch RCP
D53**
551.82
5.97'
NCDOT 840.02 CONCRETE CATCH BASIN
D54
24"
D55 - D53
546.07
545.85
0.66%
33.49 LF
24 inch RCP
D55**
551.88
5.81'
NCDOT 840.02 CONCRETE CATCH BASIN
D56
24"
D57 - D55
546.40
546.07
0.68%
48.46 LF
24 inch RCP
D57**
551.52
5.12'
NCDOT 840.02 DOUBLE CONCRETE CATCH BASIN
D58
24"
D59 - D57
546.52
546.40
0.75%
16.00 LF
24 inch RCP
D59**
551.52
5.00'
NCDOT 840.02 DOUBLE CONCRETE CATCH BASIN
D60
18"
D61 - D59
548.40
547.06
1.15%
117.02 LF
18 inch RCP
D61
553.59
5.19'
NCDOT 840.02 CONCRETE CATCH BASIN
D62
15"
D63 - D61
549.18
548.65
1.00%
52.77 LF
15 inch RCP
D63
554.60
5.42'
NCDOT 840.02 CONCRETE CATCH BASIN
D64
15"
D65 - D63
551.10
549.25
1.00%
184.61 LF
15 inch RCP
D65
557.09
5.99'
NCDOT 840.02 CONCRETE CATCH BASIN
D66
15"
D67 - D65
551.40
551.20
0.95%
21.09 LF
15 inch RCP
D67
557.25
5.85'
NCDOT 840.02 CONCRETE CATCH BASIN
D68
15"
D69 - D29
547.75
547.55
0.91%
22.00 LF
15 inch RCP
D69
552.39
4.64'
NCDOT 840.02 CONCRETE CATCH BASIN
D70
15"
D71 - D35
549.98
549.75
1.05%
22.00 LF
15 inch RCP
D71
554.36
4.38'
NCDOT 840.02 CONCRETE CATCH BASIN
D72
15"
D73 - D37
551.93
551.70
1.05%
22.00 LF
15 inch RCP
D73
556.35
4.42'
NCDOT 840.02 CONCRETE CATCH BASIN
D74
15"
D75 - D61
549.21
549.05
1.00%
16.00 LF
15 inch RCP
D75
553.59
4.38'
NCDOT 840.02 CONCRETE CATCH BASIN
STORM STRUCTURE TABLE
STORM PIPE TABLE
STRUffG1549.20
STRUCTURE HEIGHT
DESCRIPTION
PIPE #
DIA
FROM -TO
UPSTREAM
INVERT
DOWNSTREAM
INVERT
SLOPE
LENGTH
DESCRIPTION
NCDOT 838.80 CONCRETE ENDWALLG2
18"
G3-G1
544.53
544.20
0.50%
65.70 LF
18 inchRCP
6.28'
NCDOT 840.02 CONCRETE CATCH BASIN
G4
18"
G5-G3
544.75
544.63
0.50%
24.01 LF
18 inch RCP
6.04'
NCDOT 840.02 CONCRETE CATCH BASIN
•� %
s
35 03
tiG `�•:
���i� 1�►\\� 02``03 20
STORM STRUCTURE TABLE STORM PIPE TABLE o 0
00 u
N uj
STRUCTURE # TOP STRUCTURE HEIGHT DESCRIPTION UPSTREAM DOWNSTREAM z o
PIPE # DIA FROM -TO INVERT INVERT SLOPE LENGTH DESCRIPTION a; E
11 546.32 NCDOT ES-1 for 12 inch Pipe = o
12 12" 13 - 11 545.45 545.15 0.89% 33.56 LF DOUBLE 12 inch CLASS IV RCP L
13 546.57 NCDOT ES-1 for 12 inch Pipe Q W u �
DU-1.0
W p!
�aLoo^
aL �
w O N O
ui
a a W W W W
zw a,o u
Q=X w OUOOUOU
af U 0 o ~ ~ ~ a
a» ZZZO
O U
o o � O O O Z
� i° > O O
Lno �ZZZQ
w ^ Q Q Q
��
U W W W W
J 0, Q_ 0, Q_
p � ti � ti
J ~
''" w co
N
Q� U m 01 m O
IL cn z
Ili z LLj w N N N N
a J Q � � M
Z� < O N M O
�w �8ON
�mz Q)Q) o
G
DATE -14
O
< 1211912018
U DRAWN BY
A. DALE
vi
DESIGNED BY
• o
• � J. HORTON
• cl�0 CHECKED BY
"STRUCTURES REQUIRE INLET SHAPING. REFER TO SHEET C-720 FOR DETAIL.
• o C. TODD
• • w
w SCALE
NOTES:
• < AS SHOWN
a
1. SOME STRUCTURES REQUIRE INLET SHAPING AS NOTED ON THE STORM STRUCTURE • z
TABLES. REFER TO DETAIL ON SHEET C-720. 0
1
2. FOR DUAL PIPE SYSTEMS, THE INNER PIPE SHALL BE LOCATED GENERALLY UNDER •
THE CURB WITH THE OUTER PIPE BEING OFFSET BEHIND THE CURB LOCATED MORE p
GENERALLY IN THE PLANTING STRIP. }
3. CONTRACTOR SHALL PROVIDE SEALED ENGINEERED DRAWINGS TO ENGINEER OF
RECORD FOR STRUCTURES WITH DUAL PIPES PRIOR TO INSTALLATION.
"STRUCTURES REQUIRE INLET SHAPING. REFER TO SHEET C-720 FOR DETAIL. tFOR DUAL PIPE SYSTEMS, THE INNER PIPE SHALL BE LOCATED GENERALLY
"CONTRACTOR TO PROVIDE SEALED ENGINEERED DRAWINGS FOR REVIEW BY UNDER THE CURB WITH THE OUTER PIPE BEING OFFSET BEHIND.
TIMMONS GROUP FOR STRUCTURES WITH DUAL PIPES PRIOR TO INSTALLATION.
N
L!')
l0
,--I
i
U
0 � z J
z Q Lu
W �
v7 ��0
z v W
Wiz==
,� � U
00(/)
z
z LL �
W Lu
� z
p� cn
"CONTRACTOR TO PROVIDE SEALED ENGINEERED DRAWINGS FOR REVIEW BY tFOR DUAL PIPE SYSTEMS, THE INNER PIPE SHALL BE LOCATED GENERALLY
TIMMONS GROUP FOR STRUCTURES WITH DUAL PIPES PRIOR TO INSTALLATION. UNDER THE CURB WITH THE OUTER PIPE BEING OFFSET BEHIND. O
z 0
JOB NO.
41946
SHEET NO.
C-402
STORM STRUCTURE TABLE
STORM PIPE TABLE
STRUCTURE #
TOP
STRUCTURE HEIGHT
DESCRIPTION
PIPE #
DIA
FROM - TO
UPSTREAM
INVERT
DOWNSTREAM
INVERT
SLOPE
LENGTH
DESCRIPTION
E1
550.79
NCDOT 838.80 CONCRETE ENDWALL
E2
30"
E3 - E1
544.06
544.00
0.28%
21.10 LF
30 inch RCP
E3
550.81
6.75'
NCDOT 840.02 CONCRETE CATCH BASIN
E4
30"
E5 - E3
544.83
544.11
0.50%
143.47 LF
30 inch CLASS IV RCP
E5tt
549.44
4.61'
NCDOT 840.02 CONCRETE CATCH BASIN
E6
24"
E7 - E5
545.19
544.85
0.50%
68.39 LF
DOUBLE 24 inch CLASS IV RCPt
E7tt
549.20
4.01'
NCDOT 840.02 DOUBLE CONCRETE CATCH BASIN
E8
24"
E9 - E7
545.99
545.19
0.50%
158.90 LF
DOUBLE 24 inch CLASS IV RCPt
E9tt
550.39
4.40'
NCDOT 840.02 CONCRETE CATCH BASIN
E10
24"
E11 - E9
547.00
545.99
0.50%
200.00 LF
24 inch CLASS IV RCP
E11
552.66
5.66'
NCDOT 840.02 CONCRETE CATCH BASIN
E12
18"
E13 - E11
549.45
547.50
1.01%
192.87 LF
18 inch RCP
E13
554.85
5.40'
NCDOT 840.02 CONCRETE CATCH BASIN
E14
18"
E15 - E13
551.50
549.55
1.01 %
192.87 LF
18 inch RCP
E15
557.04
5.54'
NCDOT 840.02 CONCRETE CATCH BASIN
E16
15"
E17 - E15
551.95
551.75
0.83%
24.00 LF
15 inch RCP
E17
557.04
5.09'
NCDOT 840.02 CONCRETE CATCH BASIN
E18
15"
E19 - E17
552.80
552.05
0.81%
92.96 LF
15 inch RCP
E19
557.84
5.04'
NCDOT 840.02 CONCRETE CATCH BASIN
E20
15"
E21 - E19
553.30
552.90
0.89%
44.91 LF
15 inch RCP
E21
558.42
5.12'
NCDOT 840.02 CONCRETE CATCH BASIN
E22
18"
E23 - E7
545.57
545.44
0.54%
24.00 LF
18 inch CLASS IV RCP
E23
549.20
3.63'
NCDOT 840.02 DOUBLE CONCRETE CATCH BASIN
E24
18"
E25 - E9
546.25
546.08
0.71 %
24.00 LF
18 inch CLASS IV RCP
E25
550.39
4.14'
NCDOT 840.02 CONCRETE CATCH BASIN
E26
15"
E27 - E11
547.85
547.65
0.83%
24.00 LF
15 inch RCP
E27
552.66
4.81'
NCDOT 840.02 CONCRETE CATCH BASIN
STORM STRUCTURE TABLE
STORM PIPE TABLE
STRUCTURE #
TOP
STRUCTURE HEIGHT
DESCRIPTION
PIPE #
DIA
FROM - TO
UPSTREAM
INVERT
DOWNSTREAM
INVERT
SLOPE
LENGTH
DESCRIPTION
F1
539.90
NCDOT ES-1 for 24 inch Pipe
F2
24"
F3 - F1
538.20
537.65
0.35%
152.88 LF
24 inch CLASS IV RCP
F3
542.67
4.47'
NCDOT 840.52 PRECAST MANHOLE
F4
24"
F5 - F3
538.83
538.20
0.35%
179.78 LF
24 inch CLASS IV RCP
F5
542.68
3.86'
NCDOT 840.02 DOUBLE CONCRETE CATCH BASIN
F6
18"
F7 - F5
539.08
538.83
1.25%
19.95 LF
18 inch CLASS IV RCP
F7
543.15
4.07'
TPLDS 20.35 DROP INLET
F8
15"
F9 - F5
539.03
538.83
0.50%
40.92 LF
15 inch CLASS IV RCP
F9
542.52
3.49'
NCDOT 840.02 CONCRETE CATCH BASIN
F10
15"
F11 - F9
539.15
539.03
0.50%
24.00 LF
15 inch CLASS IV RCP
F11
542.52
3.37'
NCDOT 840.02 CONCRETE CATCH BASIN
STORM STRUCTURE TABLE
STORM PIPE TABLE
STRUCTURE #
TOP
STRUCTURE HEIGHT
DESCRIPTION
PIPE #
DIA
FROM - TO
UPSTREAM
INVERT
DOWNSTREAM
INVERT
SLOPE
LENGTH
DESCRIPTION
J1
543.07
NCDOT 838.80 CONCRETE ENDWALL
J2
30"
J3 - J1
539.54
539.42
0.27%
43.99 LF
30 inch RCP
J3 **
545.23
5.69'
NCDOT 840.02 CONCRETE CATCH BASIN
J4
30"
J5 - J3
539.93
539.64
0.52%
55.67 LF
30 inch CLASS IV RCP
J5 **
544.82
4.89'
NCDOT 840.02 DOUBLE CONCRETE CATCH BASIN
J6
30"
J7 - J5
540.05
539.93
0.50%
24.02 LF
30 inch CLASS IV RCP
J7 **
544.82
4.77'
NCDOT 840.02 DOUBLE CONCRETE CATCH BASIN
J8
24"
J9 - J7
540.87
540.10
0.70%
110.00 LF
24 inch CLASS IV RCP
J9 **
546.66
5.79'
NCDOT 840.02 CONCRETE CATCH BASIN
J10
24"
J11 - J9
541.06
540.87
0.55%
34.44 LF
24 inch RCP
J11**
547.05
5.99'
NCDOT 840.02 CONCRETE CATCH BASIN
J12
24"
J13 - J11
541.20
541.06
0.59%
23.56 LF
24 inch RCP
J13**
546.87
5.67'
NCDOT 840.02 CONCRETE CATCH BASIN
J14
24"
J15 - J13
541.57
541.20
0.51%
72.02 LF
24 inch RCP
J15
546.68
5.11'
NCDOT 840.02 CONCRETE CATCH BASIN
J16
24"
J17 - J15
541.83
541.57
0.52%
50.19 LF
24 inch RCP
J17
546.68
4.85'
NCDOT 840.02 DOUBLE CONCRETE CATCH BASIN
J18
24"
J19 - J17
542.20
541.83
0.53%
70.00 LF
24 inch RCP
J19
547.54
5.34'
NCDOT 840.02 CONCRETE CATCH BASIN
J20
24"
J21 - J19
542.60
542.20
0.54%
74.68 LF
24 inch RCP
J21
548.72
6.12'
NCDOT 840.02 CONCRETE CATCH BASIN
J22
18"
J23 - J21
544.34
543.02
1.77%
74.68 LF
18 inch RCP
J23
549.91
5.57'
NCDOT 840.02 CONCRETE CATCH BASIN
J24
18"
J25 - J23
546.92
544.54
1.82%
130.95 LF
18 inch RCP
J25
551.96
5.04'
NCDOT 840.02 CONCRETE CATCH BASIN
J26
18"
J27 - J25
548.50
547.12
1.40%
98.61 LF
18 inch RCP
J27
553.35
4.85'
NCDOT 840.02 CONCRETE CATCH BASIN
J28
18"
J29 - J13
542.25
541.60
1.65%
39.51 LF
18 inch RCP
J29
548.32
6.07'
NCDOT 840.02 CONCRETE CATCH BASIN
J30
18"
J31 - J29
542.75
542.35
1.67%
24.00 LF
18 inch RCP
J31
548.32
5.57'
NCDOT 840.02 CONCRETE CATCH BASIN
J32
15"
J33 - J15
542.10
541.87
1.14%
20.24 LF
15 inch RCP
J33
546.44
4.34'
NCDOT 840.02 DOUBLE CONCRETE CATCH BASIN
STORM STRUCTURE TABLE
STORM PIPE TABLE
STRUCTURE #
TOP
STRUCTURE HEIGHT
DESCRIPTION
PIPE #
DIA
FROM -TO
UPSTREAM
INVERT
DOWNSTREAM
INVERT
SLOPE
LENGTH
DESCRIPTION
K1
547.29
NCDOT ES-1 for 36 inch Pipe
K2
36"
K3 - K1
544.01
543.96
0.25%
19.83 LF
36 inch RCP
K3**
551.89
7.88'
NCDOT 840.02 CONCRETE CATCH BASIN
K4
36"
K5 - K3
544.62
544.10
0.51 %
102.78 LF
36 inch RCP
K5 **
552.87
8.25'
NCDOT 840.02 CONCRETE CATCH BASIN
K6
36"
K7 - K5
544.93
544.72
0.54%
39.04 LF
36 inch RCP
K7 **
552.95
8.02'
NCDOT 840.02 CONCRETE CATCH BASIN
K8
36"
K9 - K7
545.23
545.03
0.52%
38.80 LF
36 inch RCP
K9 **
552.76
7.53'
NCDOT 840.02 CONCRETE CATCH BASIN
K10
36"
K11 - K9
545.54
545.33
0.52%
40.21 LF
36 inch RCP
K11 **
552.18
6.64'
NCDOT 840.02 CONCRETE CATCH BASIN
K12
36"
K13 - K11
545.70
545.64
0.50%
12.00 LF
36 inch RCP
K13 **
552.18
6.48'
NCDOT 840.02 CONCRETE CATCH BASIN
K14
36"
K15 - K13
546.02
545.80
0.56%
39.60 LF
36 inch RCP
K15 **
552.29
6.27'
NCDOT 840.02 CONCRETE CATCH BASIN
K16
24"
K17 - K15
546.48
546.12
0.60%
60.00 LF
24 inch RCP
K17 **
552.71
6.23'
NCDOT 840.02 CONCRETE CATCH BASIN
K18
24"
K19 - K17
546.89
546.75
0.64%
22.00 LF
24 inch RCP
K19 **
552.71
5.82'
NCDOT 840.02 CONCRETE CATCH BASIN
K20
24"
K21 - K19
547.13
546.89
0.55%
43.85 LF
24 inch RCP
K21 **
551.79
4.66'
NCDOT 840.02 CONCRETE CATCH BASIN
K22
18"
K23 - K21
547.33
547.13
0.52%
38.62 LF
18 inch RCP
K23
551.42
4.09'
NCDOT 840.02 DOUBLE CONCRETE CATCH BASIN
K24
15"
K25 - K23
549.05
547.43
0.90%
180.34 LF
15 inch RCP
K25
554.43
5.38'
NCDOT 840.02 CONCRETE CATCH BASIN
K26
15"
K27 - K25
549.95
549.70
1.14%
22.00 LF
15 inch RCP
K27
554.43
4.48'
NCDOT 840.02 CONCRETE CATCH BASIN
K28
15"
K29 - K23
547.75
547.63
0.55%
22.00 LF
15 inch CLASS IV RCP
K29
551.42
3.67'
NCDOT 840.02 DOUBLE CONCRETE CATCH BASIN
K30
18"
K31 - K15
546.55
546.40
0.68%
22.00 LF
18 inch RCP
K31 **
552.29
5.74'
NCDOT 840.02 CONCRETE CATCH BASIN
K32
18"
K33 - K31
546.74
546.55
0.50%
38.18 LF
18 inch RCP
K33 **
551.35
4.61'
NCDOT 840.02 CONCRETE CATCH BASIN
K34
18"
K35 - K33
546.95
546.74
0.55%
38.43 LF
18 inch RCP
K35 **
551.07
4.12'
NCDOT 840.02 DOUBLE CONCRETE CATCH BASIN
K36
15"
K37 - K35
548.80
547.05
0.95%
184.58 LF
15 inch RCP
K37
554.18
5.38'
NCDOT 840.02 CONCRETE CATCH BASIN
K38
15"
K39 - K37
550.72
548.90
1.71 %
106.24 LF
15 inch RCP
K39
556.47
5.75'
NCDOT 840.02 CONCRETE CATCH BASIN
K40
15"
K41 - K39
551.31
550.82
2.04%
24.00 LF
15 inch RCP
K41
556.47
5.16'
NCDOT 840.02 CONCRETE CATCH BASIN
K42
15"
K43 - K35
547.30
547.15
0.94%
16.00 LF
15 inch RCP
K43
551.07
3.77'
NCDOT 840.02 DOUBLE CONCRETE CATCH BASIN
K44
24"
K45 - K11
546.05
545.85
0.53%
37.50 LF
24 inch RCP
K45 **
551.33
5.28'
NCDOT 840.02 CONCRETE CATCH BASIN
K46
24"
K47 - K45
546.38
546.05
0.53%
61.99 LF
24 inch CLASS IV RCP
K47
550.54
4.16'
NCDOT 840.02 DOUBLE CONCRETE CATCH BASIN
K48
24"
K49 - K47
546.50
546.38
0.55%
22.00 LF
24 inch CLASS IV RCP
K49
550.62
4.12'
NCDOT 840.02 DOUBLE CONCRETE CATCH BASIN
K50
18"
K51 - K49
546.80
546.50
0.59%
50.94 LF
18 inch RCP
K51
551.68
4.88'
NCDOT 840.02 CONCRETE CATCH BASIN
K52
15"
K53 - K51
547.24
547.05
0.79%
24.00 LF
15 inch RCP
K53
551.68
4.44'
NCDOT 840.02 CONCRETE CATCH BASIN
K54
15"
K55 - K53
547.94
547.34
0.79%
76.02 LF
15 inch RCP
K55
552.61
4.67'
NCDOT 840.02 CONCRETE CATCH BASIN
K56
15"
K57 - K55
548.55
548.04
0.79%
64.52 LF
15 inch RCP
K57
553.40
4.85'
NCDOT 840.02 CONCRETE CATCH BASIN
K58
15"
K59 - K57
549.76
548.65
1.00%
110.57 LF
15 inch RCP
K59
554.74
4.98'
NCDOT 840.02 CONCRETE CATCH BASIN
STORM STRUCTURE TABLE
STORM PIPE TABLE
STRUCTURE #
TOP
STRUCTURE HEIGHT
DESCRIPTION
PIPE #
DIA
FROM -TO
UPSTREAM
INVERT
DOWNSTREAM
INVERT
SLOPE
LENGTH
DESCRIPTION
M1
548.00
NCDOT ES-1 for 36 inch Pipe
M2
36"
M3 - M1
544.72
544.67
0.21%
25.64 LF
36 inch RCP
M3**
554.15
9.43'
NCDOT 840.02 CONCRETE CATCH BASIN
M4
36"
M5 - M3
545.35
544.81
0.52%
103.57 LF
36 inch RCP
M5**
554.22
8.87'
NCDOT 840.02 CONCRETE CATCH BASIN
M6
30"
M7 - M5
545.52
545.35
0.51 %
33.24 LF
30 inch RCP
M7**
554.01
8.49'
NCDOT 840.02 CONCRETE CATCH BASIN
M8
30"
M9 - M7
545.73
545.52
0.53%
39.48 LF
30 inch RCP
M9**
554.58
8.85'
NCDOT 840.02 CONCRETE CATCH BASIN
M10
30"
M11 - M9
546.12
545.73
0.62%
63.38 LF
30 inch RCP
M11**
555.41
9.29'
NCDOT 840.02 CONCRETE CATCH BASIN
M12
30"
M13 - M11
546.35
546.12
0.53%
43.33 LF
30 inch RCP
M13**
555.52
9.17'
NCDOT 840.02 CONCRETE CATCH BASIN
M14
24"
M15 - M13
546.52
546.35
0.72%
23.74 LF
24 inch RCP
M15**
555.31
8.79'
NCDOT 840.02 CONCRETE CATCH BASIN
M16
24"
M17 - M15
546.85
546.52
0.74%
44.81 LF
24 inch RCP
M17**
556.02
9.17'
NCDOT 840.02 CONCRETE CATCH BASIN
M18
24"
M19-M17
547.30
546.85
0.80%
56.20 LF
24 inch RCP
M19**
556.64
9.34'
NCDOT 840.02 CONCRETE CATCH BASIN
M20
24"
M21 - M19
547.58
547.40
0.82%
22.00 LF
24 inch RCP
M21 **
556.64
9.06'
NCDOT 840.02 CONCRETE CATCH BASIN
M22
24"
M23 - M21
548.09
547.68
1.09%
37.45 LF
24 inch RCP
M23**
556.36
8.27'
NCDOT 840.02 CONCRETE CATCH BASIN
M24
24"
M25 - M23
548.80
548.19
1.09%
55.86 LF
24 inch RCP
M25**
555.35
6.55'
NCDOT 840.02 CONCRETE CATCH BASIN
M26
18"
M27 - M25
550.03
549.40
0.60%
104.75 LF
18 inch RCP
M27**
554.02
3.99'
NCDOT 840.02 DOUBLE CONCRETE CATCH BASIN
M28
15"
M29 - M27
550.80
550.28
0.60%
86.56 LF
15 inch RCP
M29
554.82
4.02'
NCDOT 840.02 CONCRETE CATCH BASIN
M30
15"
M31 - M29
551.50
550.90
0.80%
75.09 LF
15 inch RCP
M31
555.73
4.23'
NCDOT 840.02 CONCRETE CATCH BASIN
M32
15"
M33 - M31
551.83
551.60
1.01 %
22.67 LF
15 inch RCP
M33
555.93
4.10'
NCDOT 840.02 CONCRETE CATCH BASIN
M34
18"
M35 - M3
546.44
545.75
0.62%
111.29 LF
18 inch RCP
M35
553.14
6.70'
NCDOT 840.02 CONCRETE CATCH BASIN
M36
15"
M37 - M35
547.30
546.54
0.73%
104.52 LF
15 inch RCP
M37
552.31
5.01'
NCDOT 840.02 DOUBLE CONCRETE CATCH BASIN
M38
15"
M39 - M37
549.50
547.40
1.37%
152.74 LF
15 inch RCP
M39
554.42
4.92'
NCDOT 840.02 CONCRETE CATCH BASIN
M40
18"
M41 - M11
546.65
546.55
0.83%
12.00 LF
18 inch RCP
M41
555.41
8.76'
NCDOT 840.02 CONCRETE CATCH BASIN
M42
18"
M43 - M41
547.05
546.75
0.71 %
42.12 LF
18 inch RCP
M43
556.16
9.11'
NCDOT 840.02 CONCRETE CATCH BASIN
M44
18"
M45 - M43
547.85
547.15
0.60%
116.73 LF
18 inch RCP
M45
556.14
8.29'
NCDOT 840.02 CONCRETE CATCH BASIN
M46
18"
M47 - M45
548.85
547.95
0.55%
162.85 LF
18 inch RCP
M47
554.38
5.53'
NCDOT 840.02 DOUBLE CONCRETE CATCH BASIN
M48
15"
M49 - M47
550.22
548.95
1.19%
107.09 LF
15 inch RCP
M49
555.60
5.38'
NCDOT 840.02 CONCRETE CATCH BASIN
M50
15"
M79 - M49
552.45
552.33
0.55%
22.00 LF
15 inch CLASS IV RCP
M53
553.58
6.23'
NCDOT 840.02 CONCRETE CATCH BASIN
M52
15"
M53 - M13
547.35
546.35
0.55%
181.88 LF
15 inch RCP
M55
552.16
3.96'
NCDOT 840.02 CONCRETE CATCH BASIN
M54
15"
M55 - M53
548.20
547.45
0.52%
143.26 LF
15 inch RCP
M57
556.02
6.62'
NCDOT 840.02 CONCRETE CATCH BASIN
M56
15"
M57 - M17
549.40
549.10
1.36%
22.00 LF
15 inch RCP
M59
556.32
8.67'
NCDOT 840.02 CONCRETE CATCH BASIN
M58
24"
M59 - M19
547.65
547.40
0.63%
39.53 LF
24 inch RCP
M61
553.22
4.67'
NCDOT 840.02 DOUBLE CONCRETE CATCH BASIN
M60
24"
M61 - M59
548.55
547.75
0.52%
155.22 LF
24 inch RCP
M63
553.22
4.07'
NCDOT 840.02 DOUBLE CONCRETE CATCH BASIN
M62
18"
M63 - M61
549.15
549.05
0.63%
16.00 LF
18 inch RCP
M65
556.23
7.16'
NCDOT 840.02 CONCRETE CATCH BASIN
M64
15"
M65 - M59
549.07
548.75
1.93%
16.54 LF
15 inch RCP
M67
557.34
7.44'
NCDOT 840.02 CONCRETE CATCH BASIN
M66
15"
M67 - M65
549.90
549.30
1.60%
37.48 LF
15 inch RCP
M69
557.39
6.74'
NCDOT 840.02 CONCRETE CATCH BASIN
M68
15"
M69 - M67
550.65
550.20
2.00%
22.49 LF
15 inch RCP
M71
554.51
2.94'
NCDOT 840.02 DOUBLE CONCRETE CATCH BASIN
M70
15"
M71 - M47
551.57
551.45
0.55%
22.00 LF
15 inch CLASS IV RCP
M73
553.59
2.94'
NCDOT 840.02 CONCRETE CATCH BASIN
M72
15"
M73 - M53
550.65
550.54
0.50%
22.00 LF
15 inch CLASS IV RCP
M75
554.02
3.79'
NCDOT 840.02 DOUBLE CONCRETE CATCH BASIN
M74
15"
M75 - M27
550.23
550.13
0.63%
16.00 LF
15 inch RCP
M79
555.61
3.16'
NCDOT 840.02 CONCRETE CATCH BASIN
��.� �N C ARO���°'%
•��FA',i,��.
o E
N O
V
N uj
U
z o
,E
E
w � --,
= o
L
Q W U
DU-1.0
0-' I! O O
�Ln
0-0 N - O
ui
a W W W W
z a, U
Q= < w OUOOUOU
U 0 o ~ ~ ~ a
a» ZZZO
o o O O O Z
� i° u i O O
� o cl Z
w ^ Q Q Q
��
U W W W W
J 0, Q_ 0, Q_
OO OO
p ti ti
CZ � CZ �
J ~
'." w co
N
Q� U m 0) m O
IL cn z
w z LLj w N N N N
a J Q � � � M
Z� < O N M O
�w �8ON
rz Q)Q) O
o
O
DATE
IL
z
1211912018
U DRAWN BY
A. DALE
vi
DESIGNED BY
• o
• (D 1. HORTON
• CHECKED BY
"STRUCTURES REQUIRE INLET SHAPING. REFER TO SHEET C-720 FOR DETAIL.
• ~
• • o C. TODD
w
w SCALE
• U AS SHOWN
a
• z
O
0
0
**STRUCTURES REQUIRE INLET SHAPING. REFER TO SHEET C-720 FOR DETAIL. IL
0 N
Lr)
l0
,--I
i
U
0 � z uj
J
Llz Q LI..I J
u) ° 0
z v W
�z==
J O O (/)
z
z LL
WLu
z
p� cn
NOTES:
1. SOME STRUCTURES REQUIRE INLET SHAPING AS NOTED ON THE STORM STRUCTURE p�
TABLES. REFER TO DETAIL ON SHEET C-720. O
z
2. FOR DUAL PIPE SYSTEMS, THE INNER PIPE SHALL BE LOCATED GENERALLY UNDER
THE CURB WITH THE OUTER PIPE BEING OFFSET BEHIND THE CURB LOCATED MORE 1- 0
GENERALLY IN THE PLANTING STRIP.
3. CONTRACTOR SHALL PROVIDE SEALED ENGINEERED DRAWINGS TO ENGINEER OF
RECORD FOR STRUCTURES WITH DUAL PIPES PRIOR TO INSTALLATION.
JOB NO.
41946
SHEET NO.
C-403
STORM STRUCTURE TABLE
STORM PIPE TABLE
STRUCTURE #
TOP
STRUCTURE HEIGHT
DESCRIPTION
PIPE #
DIA
FROM - TO
UPSTREAM
INVERT
DOWNSTREAM
INVERT
SLOPE
LENGTH
DESCRIPTION
L1
544.50
NCDOT ES-1 for 30 inch Pipe
L2
24"
L3 - L1
542.32
542.25
0.33%
21.02 LF
24 inch RCP
L3
548.97
6.65'
NCDOT 840.02 DOUBLE CONCRETE CATCH BASIN
L4
18"
L5 - L3
544.28
543.22
1.07%
99.20 LF
18 inch RCP
L5
549.44
5.16'
NCDOT 840.02 CONCRETE CATCH BASIN
L6
15"
L7 - L5
545.80
544.58
1.20%
101.36 LF
15 inch RCP
L7
550.44
4.64'
NCDOT 840.02 CONCRETE CATCH BASIN
L8
15"
L9 - L7
547.70
545.90
1.00%
180.00 LF
15 inch RCP
L9
552.24
4.54'
NCDOT 840.02 CONCRETE CATCH BASIN
L10
24"
L11 - L3
543.40
542.60
0.78%
102.15 LF
24 inch RCP
L11
549.47
6.07'
NCDOT 840.02 CONCRETE CATCH BASIN
L12
18"
L13 - L11
544.25
543.50
0.75%
100.00 LF
18 inch RCP
L13
550.45
6.20'
NCDOT 840.02 CONCRETE CATCH BASIN
L14
18"
L15 - L13
544.60
544.35
0.74%
33.79 LF
18 inch RCP
L15
551.35
6.75'
NCDOT 840.52 PRECAST MANHOLE
L16
18"
L17 - L15
545.60
544.70
0.85%
106.00 LF
18 inch RCP
L17
551.62
6.02'
NCDOT 840.02 CONCRETE CATCH BASIN
L18
18"
L19 - L17
546.20
546.00
1.18%
16.96 LF
18 inch RCP
L19
551.79
5.59'
NCDOT 840.02 CONCRETE CATCH BASIN
L20
18"
L21 - L19
547.73
547.60
0.57%
22.89 LF
18 inch RCP
L21
551.79
4.06'
NCDOT 840.02 CONCRETE CATCH BASIN
L22
18"
L23 - L21
547.92
547.73
0.52%
36.79 LF
18 inch CLASS IV RCP
L23
551.70
3.78'
NCDOT 840.02 CONCRETE CATCH BASIN
L24
18"
L25 - L23
548.01
547.92
0.51 %
17.58 LF
18 inch CLASS IV RCP
L25
551.81
3.80'
NCDOT 840.02 CONCRETE CATCH BASIN
L26
15"
L27 - L25
548.23
548.01
0.51 %
43.01 LF
15 inch CLASS IV RCP
L27
551.25
3.02'
NCDOT 840.02 DOUBLE CONCRETE CATCH BASIN
L28
15"
L29 - L27
548.83
548.23
0.51 %
117.69 LF
15 inch CLASS IV RCP
L29
552.12
3.29'
NCDOT 840.02 CONCRETE CATCH BASIN
L30
15"
L31 - L17
546.10
545.70
0.55%
72.97 LF
15 inch RCP �
L31
551.25
5.15'
NCDOT 840.02 DOUBLE CONCRETE CATCH BASIN
STORM STRUCTURE TABLE
STORM PIPE TABLE
STRUCTURE #
TOP
STRUCTURE HEIGHT
DESCRIPTION
PIPE #
DIA
FROM - TO
UPSTREAM
INVERT
DOWNSTREAM
INVERT
SLOPE
LENGTH
DESCRIPTION
N1
551.75
NCDOT ES-1 for 24 inch Pipe
N2
24"
N3 - N1
549.58
549.50
0.44%
19.00 LF
24 inch RCP
N3
555.99
6.41'
NCDOT 840.02 DOUBLE CONCRETE CATCH BASIN
N4
18"
N5 - N3
550.25
549.65
0.72%
83.55 LF
18 inch RCP
N5
556.71
6.46'
NCDOT 840.02 CONCRETE CATCH BASIN
N6
18"
N7 - N5
550.95
550.25
0.60%
117.52 LF
18 inch RCP
N7
556.77
5.82'
NCDOT 840.02 CONCRETE CATCH BASIN
N8
18"
N9 - N7
551.13
551.05
0.67%
12.00 LF
18 inch RCP
N9
557.03
5.90'
NCDOT 840.02 CONCRETE CATCH BASIN
N10
18"
N11 - N9
551.43
551.23
0.54%
36.75 LF
18 inch RCP
N11
557.24
5.81'
NCDOT 840.02 CONCRETE CATCH BASIN
N12
18"
N13 - N11
551.95
551.53
0.64%
66.00 LF
18 inch RCP
N13
557.69
5.74'
NCDOT 840.02 CONCRETE CATCH BASIN
N14
15"
N15 - N13
552.12
552.05
0.58%
12.00 LF
15 inch RCP
N15
557.69
5.57'
NCDOT 840.02 CONCRETE CATCH BASIN
N16
15"
N17 - N15
552.35
552.12
0.63%
36.77 LF
15 inch RCP
N17
557.22
4.87'
NCDOT 840.02 CONCRETE CATCH BASIN
N18
15"
N19 - N17
552.67
552.35
0.64%
50.30 LF
15 inch RCP
N19
556.68
4.01'
NCDOT 840.02 DOUBLE CONCRETE CATCH BASIN
N20
15"
N21 - N19
552.96
552.67
0.55%
52.77 LF
15 inch RCP
N21
557.32
4.36'
NCDOT 840.02 CONCRETE CATCH BASIN
N22
15"
N23 - N21
553.08
552.96
0.55%
22.00 LF
15 inch RCP
N23
557.32
4.24'
NCDOT 840.02 CONCRETE CATCH BASIN
N24
15"
N25 - N23
553.37
553.08
0.66%
43.84 LF
15 inch RCP
N25
557.65
4.28'
NCDOT 840.02 CONCRETE CATCH BASIN
N26
15"
N27 - N25
554.02
553.67
0.57%
61.00 LF
15 inch RCP
N27
557.83
3.81'
NCDOT 840.02 CONCRETE CATCH BASIN
N28
15"
N29 - N27
554.14
554.02
0.55%
22.00 LF
15 inch RCP
N29
557.83
3.69'
NCDOT 840.02 CONCRETE CATCH BASIN
N30
15"
N31 - N13
553.80
553.25
1.50%
36.77 LF
15 inch RCP
N31
557.79
3.99'
NCDOT 840.02 CONCRETE CATCH BASIN
N32
15"
N33 - N31
554.27
554.15
0.55%
22.00 LF
15 inch CLASS IV RCP
N33
557.79
3.52'
NCDOT 840.02 CONCRETE CATCH BASIN
N34
15"
N35 - N19
552.98
552.77
0.95%
22.00 LF
15 inch RCP
N35
556.68
3.70'
NCDOT 840.02 DOUBLE CONCRETE CATCH BASIN
N36
15"
N37 - N25
554.08
553.95
0.59%
22.00 LF
15 inch CLASS IV RCP
N37
557.65
3.57'
NCDOT 840.02 CONCRETE CATCH BASIN
STORM STRUCTURE TABLE
STRUCTURE #
TOP
STRUCTURE HEIGHT
DESCRIPTION
01
544.82
NCDOT ES-1 for 36 inch Pipe
03**
550.36
8.61'
NCDOT 840.02 CONCRETE CATCH BASIN
05**
550.61
8.34'
NCDOT 840.02 CONCRETE CATCH BASIN
07**
550.99
8.52'
NCDOT 840.02 CONCRETE CATCH BASIN
09**
551.47
8.64'
NCDOT 840.02 CONCRETE CATCH BASIN
011
551.47
8.57'
NCDOT 840.02 CONCRETE CATCH BASIN
013
551.26
8.16'
NCDOT 840.02 DOUBLE CONCRETE CATCH BASIN
015
552.85
8.75'
NCDOT 840.02 CONCRETE CATCH BASIN
017
553.50
8.56'
NCDOT 840.02 CONCRETE CATCH BASIN
019
554.07
8.82'
NCDOT 840.02 CONCRETE CATCH BASIN
021
554.66
9.15'
NCDOT 840.02 CONCRETE CATCH BASIN
023
555.42
9.42'
NCDOT 840.02 CONCRETE CATCH BASIN
025
555.42
9.14'
NCDOT 840.02 CONCRETE CATCH BASIN
027
556.04
9.24'
NCDOT 840.02 CONCRETE CATCH BASIN
029
556.54
9.39'
NCDOT 840.02 CONCRETE CATCH BASIN
031
556.54
9.16'
NCDOT 840.02 CONCRETE CATCH BASIN
033
556.88
9.10'
NCDOT 840.02 CONCRETE CATCH BASIN
035
556.88
8.88'
NCDOT 840.02 CONCRETE CATCH BASIN
037
550.27
5.77'
NCDOT 840.02 DOUBLE CONCRETE CATCH BASIN
039
551.65
5.45'
NCDOT 840.02 CONCRETE CATCH BASIN
041
552.70
5.69'
NCDOT 840.02 CONCRETE CATCH BASIN
043
553.75
5.92'
NCDOT 840.02 CONCRETE CATCH BASIN
045
551.71
8.69'
NCDOT 840.02 CONCRETE CATCH BASIN
047
553.69
9.79'
NCDOT 840.02 CONCRETE CATCH BASIN
049
554.57
10.07'
NCDOT 840.02 CONCRETE CATCH BASIN
051
555.23
10.33'
NCDOT 840.02 CONCRETE CATCH BASIN
053
555.90
10.60'
NCDOT 840.02 CONCRETE CATCH BASIN
055
556.66
10.91'
NCDOT 840.02 CONCRETE CATCH BASIN
057
556.85
10.85'
NCDOT 840.02 CONCRETE CATCH BASIN
059
556.49
9.99'
NCDOT 840.02 CONCRETE CATCH BASIN
061
556.06
8.31'
NCDOT 840.02 CONCRETE CATCH BASIN
063
556.04
5.64'
NCDOT 840.02 CONCRETE CATCH BASIN
065
551.71
8.31'
NCDOT 840.02 CONCRETE CATCH BASIN
071
554.36
5.44'
NCDOT 840.02 DOUBLE CONCRETE CATCH BASIN
073
554.36
5.66'
NCDOT 840.02 DOUBLE CONCRETE CATCH BASIN
075
552.85
8.40'
NCDOT 840.02 CONCRETE CATCH BASIN
077
554.66
8.81'
NCDOT 840.02 CONCRETE CATCH BASIN
079
555.07
8.62'
NCDOT 840.02 CONCRETE CATCH BASIN
081
554.60
7.30'
NCDOT 840.02 DOUBLE CONCRETE CATCH BASIN
083
554.60
7.00'
NCDOT 840.02 DOUBLE CONCRETE CATCH BASIN
085
553.74
9.24'
NCDOT 840.02 CONCRETE CATCH BASIN
087
556.44
8.69'
NCDOT 840.02 CONCRETE CATCH BASIN
089
551.26
7.98'
NCDOT 840.02 DOUBLE CONCRETE CATCH BASIN
"STRUCTURES REQUIRE INLET SHAPING. REFER TO SHEET C-720 FOR DETAIL..
STORM STRUCTURE TABLE
STRUCTURE #
TOP
STRUCTURE HEIGHT
DESCRIPTION
P1
547.09
NCDOT ES-1 for 24 inch Pipe
P3
552.28
6.76'
NCDOT 840.02 CONCRETE CATCH BASIN
P5
551.73
5.66'
NCDOT 840.02 CONCRETE CATCH BASIN
P7
551.33
4.93'
NCDOT 840.02 DOUBLE CONCRETE CATCH BASIN
P9
552.19
5.29'
NCDOT 840.02 CONCRETE CATCH BASIN
P11
553.44
6.06'
NCDOT 840.02 CONCRETE CATCH BASIN
P13
555.67
7.45'
NCDOT 840.02 CONCRETE CATCH BASIN
P15
557.71
8.71'
NCDOT 840.02 CONCRETE CATCH BASIN
P17
557.10
7.42'
NCDOT 840.02 CONCRETE CATCH BASIN
P19
556.56
6.66'
NCDOT 840.02 CONCRETE CATCH BASIN
P21
556.89
6.80'
NCDOT 840.02 CONCRETE CATCH BASIN
P23
556.34
5.59'
NCDOT 840.02 CONCRETE CATCH BASIN
P25
556.34
5.50'
NCDOT 840.02 CONCRETE CATCH BASIN
P27
555.57
4.47'
NCDOT 840.02 DOUBLE CONCRETE CATCH BASIN
P29
555.57
4.27'
NCDOT 840.02 DOUBLE CONCRETE CATCH BASIN
P31
556.47
5.12'
NCDOT 840.02 CONCRETE CATCH BASIN
P33
556.47
4.67'
NCDOT 840.02 CONCRETE CATCH BASIN
P35
555.66
5.18'
NCDOT 840.02 CONCRETE CATCH BASIN
P37
554.76
3.81'
NCDOT 840.02 CONCRETE CATCH BASIN
STORM PIPE TABLE
PIPE #
DIA
FROM - TO
UPSTREAM
DOWNSTREAMINVERT INVERT
SLOPE
LENGTH
DESCRIPTION
02
36"
03 - 01
541.75
541.49
0.21 %
126.55 LF
36 inch RCP
04
30"
05 - 03
542.27
542.20
0.58%
12.00 LF
30 inch RCP
06
30"
07 - 05
542.47
542.27
0.54%
36.77 LF
30 inch RCP
08
30"
09 - 07
542.83
542.47
0.55%
66.00 LF
30 inch RCP
010
18"
011 - 09
542.90
542.83
0.58%
12.00 LF
DOUBLE 18 inch RCP
012
30"
013 - 011
543.10
542.90
0.52%
38.22 LF
30 inch RCP
014
30"
015 - 013
544.10
543.10
0.51 %
196.43 LF
30 inch RCP
016
24"
017 - 015
544.94
544.57
0.53%
70.12 LF
24 inch RCP
018
24"
019 - 017
545.25
544.94
0.51 %
61.28 LF
24 inch RCP
020
24"
021 - 019
545.51
545.25
0.52%
49.91 LF
24 inch RCP
022
18"
023 - 021
546.00
545.60
0.51 %
78.85 LF
18 inch RCP
024
15"
025 - 023
546.28
546.15
0.59%
22.00 LF
15 inch RCP
026
15"
027 - 025
546.80
546.38
0.57%
74.00 LF
15 inch RCP
028
15"
029 - 027
547.15
546.90
0.57%
43.84 LF
15 inch RCP
030
15"
031 - 029
547.38
547.25
0.59%
22.00 LF
15 inch RCP
032
15"
033 - 031
547.78
547.48
0.68%
43.84 LF
15 inch RCP
034
15"
035 - 033
548.00
547.88
0.55%
22.00 LF
15 inch RCP
036
18"
037 - 03
544.50
544.10
1.24%
32.27 LF
18 inch RCP
038
15"
039 - 037
546.20
544.80
1.01 %
139.30 LF
15 inch RCP
040
15"
041 - 039
547.01
546.30
1.00%
71.09 LF
15 inch RCP
042
15"
043 - 041
547.82
547.11
1.00%
71.30 LF
15 inch RCP
044
30"
045 - 09
543.02
542.83
0.52%
36.81 LF
30 inch RCP
046
24"
047 - 045
543.90
543.02
0.51 %
171.42 LF
24 inch RCP
048
24"
049 - 047
544.50
544.10
0.53%
75.30 LF
24 inch RCP
050
24"
051 - 049
544.90
544.60
0.52%
57.41 LF
24 inch RCP
052
24"
053 - 051
545.30
545.00
0.53%
56.52 LF
24 inch RCP
054
24"
055 - 053
545.75
545.40
0.53%
65.49 LF
24 inch RCP
056
24"
057 - 055
546.00
545.85
0.57%
26.49 LF
24 inch RCP
058
24"
059 - 057
546.50
546.30
0.52%
38.75 LF
24 inch RCP
060
18"
061 - 059
547.75
547.00
0.60%
124.98 LF
18 inch RCP
062
15"
063 - 061
550.40
550.10
1.86%
16.09 LF
15 inch RCP
064
15"
065 - 045
543.40
543.22
0.82%
21.94 LF
15 inch RCP
070
18"
071 - 073
548.92
548.80
0.75%
16.00 LF
18 inch RCP
072
18"
073 - 061
548.70
547.85
0.55%
153.55 LF
18 inch RCP
074
15"
075 - 015
544.45
544.30
0.68%
22.00 LF
15 inch RCP
076
15"
077 - 021
545.85
545.61
1.09%
22.00 LF
15 inch RCP
078
15"
079 - 077
546.45
545.95
1.27%
39.38 LF
15 inch RCP
080
15"
081 - 079
547.30
546.55
1.19%
63.09 LF
15 inch RCP
082
15"
083 - 081
547.60
547.40
1.25%
16.00 LF
15 inch RCP
084
15"
085 - 047
544.50
544.35
0.67%
22.28 LF
15 inch RCP
086
15"
087 - 059
547.75
547.50
1.56%
16.00 LF
15 inch RCP
088
18"
089 - 013
543.28
543.12
0.73%
21.97 LF
18 inch RCP
STORM PIPE TABLE
PIPE #
DIA
FROM - TO
UPSTREAM
DOWNSTREAMINVERT INVERT
SLOPE
LENGTH
DESCRIPTION
P2
24"
P3 - P1
545.52
544.84
0.36%
186.33 LF
24 inch RCP
P4
24"
P5 - P3
546.07
545.78
0.52%
55.75 LF
24 inch RCP
P6
24"
P7 - P5
546.40
546.07
0.51 %
64.49 LF
24 inch RCP
P8
24"
P9 - P7
546.90
546.40
0.53%
94.15 LF
24 inch RCP
P10
24"
P11 _P9
547.38
546.90
0.51 %
94.15 LF
24 inch RCP
P12
24"
P13 - P11
548.22
547.38
0.51 %
165.19 LF
24 inch RCP
P14
24"
P15 - P13
549.00
548.22
0.51 %
152.85 LF
24 inch RCP
P16
24"
P17 - P15
549.68
549.00
0.51 %
133.15 LF
24 inch RCP
P18
24"
P19 - P17
549.90
549.68
0.51 %
42.74 LF
24 inch RCP
P20
24"
P21 - P19
550.09
550.00
0.56%
16.00 LF
24 inch RCP
P22
24"
P23 - P21
550.75
550.09
0.54%
121.71 LF
24 inch RCP
P24
18"
P25 - P23
550.84
550.75
0.56%
16.00 LF
18 inch RCP
P26
15"
P27 - P25
551.10
550.84
0.60%
43.40 LF
15 inch RCP
P28
15"
P29 - P27
551.30
551.10
0.91 %
22.00 LF
15 inch RCP
P30
15"
P31 - P23
551.35
550.95
1.06%
37.81 LF
15 inch RCP
P32
15"
P33 - P31
551.80
551.45
1.59%
22.00 LF
15 inch RCP
P34
15"
P35 - P19
550.48
550.00
0.52%
91.04 LF
15 inch RCP
P36
15"
P37 - P35
550.95
550.48
0.52%
91.04 LF
15 inch RCP
STORM STRUCTURE TABLE
STRUCTURE #
TOP
STRUCTURE HEIGHT
DESCRIPTION
Q1
548.69
NCDOT ES-1 for 18 inch Pipe
Q3
553.64
6.21'
NCDOT 840.02 DOUBLE CONCRETE CATCH BASIN
Q5
554.38
5.13'
NCDOT 840.02 CONCRETE CATCH BASIN
Q7
555.39
4.69'
NCDOT 840.02 CONCRETE CATCH BASIN
STORM PIPE TABLE
PIPE #
DIA
FROM -TO
UPSTREAM
DOWNSTREAMINVERT INVERT
SLOPE
LENGTH
DESCRIPTION
Q2
15"
Q3 - Q1
547.43
547.25
0.85%
21.21 LF
15 inch RCP
Q4
15"
Q5 - Q3
549.25
548.00
2.01 %
62.16 LF
15 inch RCP
Q6
15"
Q7 - Q5
550.70
549.50
1.99%
60.25 LF
15 inch RCP
STORM STRUCTURE TABLE
STORM PIPE TABLE
STRUCTURE #
TOP
STRUCTURE HEIGHT
DESCRIPTION
PIPE #
DIA
FROM - TO
UPSTREAM
INVERT
DOWNSTREAM
INVERT
SLOPE
LENGTH
DESCRIPTION
R1
548.44
NCDOT ES-1 for 15 inch Pipe
R2
15"
R3 - R1
547.39
547.32
0.53%
13.19 LF
15 inch RCP
R3
551.48
4.09'
NCDOT 840.02 CONCRETE CATCH BASIN
R4
15"
R5 - R3
547.70
547.40
0.50%
60.00 LF
15 inch CLASS IV RCP
R5
550.88
3.18'
NCDOT 840.02 CONCRETE CATCH BASIN
STORM STRUCTURE TABLE
STORM PIPE TABLE
STRUCTURE #
TOP
STRUCTURE HEIGHT
DESCRIPTION
PIPE #
DIA
FROM - TO
UPSTREAM
INVERT
DOWNSTREAM
INVERT
SLOPE
LENGTH
DESCRIPTION
Si
550.94
NCDOT 838.80 CONCRETE ENDWALL
S2
42"
S3 - S1
543.00
542.65
0.52%
67.51 LF
42 inch RCP
S1A
550.90
NCDOT 838.80 CONCRETE ENDWALL
S2A
42"
S3A - S1A
543.00
542.65
0.53%
65.84 LF
42 inch RCP
S1 B
550.96
NCDOT 838.80 CONCRETE ENDWALL
S213
42"
S313 - S1 B
543.00
542.65
0.53%
65.79 LF
42 inch RCP
S3
551.42
NCDOT 838.80 CONCRETE ENDWALL
S3A
551.35
NCDOT 838.80 CONCRETE ENDWALL
S313
551.51
NCDOT 838.80 CONCRETE ENDWALL
iu
.n . t.
Pineville
Plan Sheet Is Part Of The Overall
Approval As Of The Following Date
11/19/2019
°•� �N CARO<���''%
0-11
3r03
.
�I1 i� 1`\►1"� 1%%
/ /2019
o E
N O
00u
N
U C
z o
,E
w
� E
= o
L
Q W U
DU-ip
w
a LL o o^
�Ln
a
ui
71
C70�o
z J } 1\
�Q xx
afx��
U
-0 o
M 0
W I'D
_ �C�
~ � N
O o
��.o
LnCD
Mo
w
O J
w
1-1 ��
U
J
J
11wzw
J - J
za
:i� ;�
'-' w
ova
oc
O
1L
z
a
oc
U
U)
0
O
W
W
W
a
U
OU
O
OU
w
OO
O
O
>
U
U
U
Lij
O
O
Q
Q
Q
�O
O
RO
W
W
W
CL
CL
CL
W
W
W
')�
ck�
'
rn
m
rn
0
0
0
Lu
�
r
Q
0
0
'-
DATE
1211912018
DRAWN BY
A. DALE
DESIGNED BY
1. HORTON
CHECKED BY
C. TODD
SCALE
AS SHOWN
N
Ln
l0
i
U
z J
z Q LU J
(J') � 0
z v W
uz==
U
J O O (/)
z
z w
> 0"I
W Lu
�F---
cn
0 0
z
0�1
JOB NO.
41946
SHEET NO.
C-404
Plan Sheet Is Part Of The Overall
U
tn
a
N
0
c
0
a
0
a
3
0
0
0
v
U
U
U)
0
in
c�
T
LL
N
c
U)
72
0
U
rn
V
0
co
L
Approval As Of The F,011owing Date ( / LOT54
11/19/2019
"\-
�. \ LOT 55 \ \ \ \ \ iLj
\ \ \
W — —
\ LOT 56 \ \ \ \ PRORERTY
\ G U) `\ II 1 ' / / �� / / `� \ `�\ LINE
J
MB 42 PG 757 \ \ \ \ \ \ \ \
1"
/ a
B43 0Lo
, 59
LO
,y
\ � I
S
• 3 03
Idol
H EF, •� .``���.
1111111u\\\\10/31 /2019
LEGEND
700 MINOR CONTOURS
700 MAJOR CONTOURS
\--
`\`\`\ I ,/ \ \\ \\\� sue\ \ \ I1i1111i111' Pill % I► ® PROP INLET
IMATCHLINE SHEET C406
- - \ \ \ ` '\ \ LOT57 \ \ \` \ s� 1- / /\ 558 \ 1'' I'll 11 I ' 1''l l I
�� / , M— /� ter/ ��\\ \ s T� B45 \ \I\ \' I ;1 1 I� SLAB TOP IN
7 `� �\ SsF\ \ �, j \ \ \ ► I 1,11 III it 11111" ' ❑O CURB INLET
\ `<s \ � \A,, `\ , I III I I \ \
I , I I I I I I
1 \\ \ ) 1 (IIII IIIII I I / �1 I I 0 DOUBLE CURB INLET
ON
1 i
LOT58
MB 42 PG 757
LOT\60
EXISTING RIDGELY
�1 SUBDIVISION
LOT 6 1 / A5�
MB. 42, PG. 33
l � A'
LOT 62
/
D / / LOT 63
5' STRIP COMMON OPEN SPACE
LOT 64 / I (Li
/
\ LOT65
�1 LOT 66-
1
CONTRACTOR TO MIN.
2.00% SLOPE ON DITCH
LOT 69 u M /
/ / \ / / / /� PG / l / CONTRACTOR TO EXTEND EXISTING
A , A PIPE 10.5' TO PROPOS D HEADWALL
\ / / \ \ , , / / / I - - - / / • (NCDOT STANDARD D�AWING 838.01)
/ r \ , / /� (MAINTAIN EXISTING PIPE SLOPE)
r\
74 /' TIE TO EXISTING
SS/ SIDEWALK / TIE /
EXISTING
CRANOFORD DRIVE
F
r'I I I �' 1 \ I I_ I h
6D\2 I /JAM s
LOT(
1 I
TIE TO'k(ISTING
/ ) SIDEWALK
I �b
✓ �
/ I I 1 cry SSS
e4� ■ ,/ I� \,cam/ \ \ \ I I IIll till I ►III\I \\ \ STORM PIPE
B 7
LO ' /'\/ \ \) \ \\ \ 'III1,1( III III IIIII I I Qo STORM MANHOLE
Lo / - - \ \ \ EXISTING 60' FORCE
MAIN SANITARY
I,I I I IIII I r ,r700 SPOT ELEVATION
\ \ \ \ SEWER EASEME T I I I I� I I
/ � � Ijl�l
/ / \ i �\ \ \ �'Li ` , ,I I IIII I I I I FFE: 700.00 FINISHED FLOOR
IIIIII ( I 11 1 ELEVATION
I
III 11( III'' I ► I
Q / �\ _ �\ \ \ \ \ \ I I II I I I I I I FGE: 700.00 FINISHED GARAGE
0 ,Q� / /�\� / \ \ I \\ II I�� / I I I ELEVATION
FM - TJ III 1 I I III I
A11 PE: 700.00 PAD ELEVATION
IIIIIII I� �11111j11,
EXISTING 60' \ II I I I I I I I FPE: 700.00 FLOOD PROTECTION
CHARLOTTE WATER \ I I lilt II I I I III I I I I I I ELEVATION
SANITARY
A IITARMENWER I I I III111 I I I( J I I I I (I I I
I1' 11 111 \ / I I 1 1 I 1 1 1 FLARED END
III II I I ►III I I 0 SECTION W/ RIP RAP
Q I' 11'll I� APRON
1 \ /-5y1 \ �� ` 1 1 1111I1111` I I IIII I I I
/ / yyg \ \ \ OUTLET CONTROL
`
\\ 1',III fill
�II I i III I I I I I STRUCTURE
1 , / � \ � � \ \ I/ 111 �,I ► f � I I I� / / I
I I ' / 1 1 I1111,11 1 v 1 IIIII I I
lilt
I i I I ► 1 1 'IIIII I I I \� � I I I/ fi r' I
/ 1 1 / � � /'I IIII I �• , / I I III I
/ I OOR/TldN OF EXISTING I I I I I I I I l l IIIII , I/ I
WE'TL�JDS TO REMAIN 1 IIII I III I I I I 11
/h I li i111I111 �IIIII�, �I
I I I I It I I11 , l I
(1/11111► t/ 1 i f /I/Il q,''/
1 I--557-I ,I111111,/ IIIIIII i ,II
li IIII 1 I I
PINOPOYP D TREE (I i ' \ / / iIllili�l�i I i IIIII
I ! I
a� �g6' I (
1
ITS ,) \ 1Ifill
\ / ` 11 111
1 111
II
I I I1/ I I l
PINOPERTI/ 1 r ( \ / 1 li h /' IIII(/' 1 , I Ill , I I /
�' ( \ °° J IIIIIII II I (/ 1 / / I II
II I III, 'I,I r/ �(1
/lI/ll/I/II I I I I,fq /
II I//IIII(
( NIF \TRUSTEFS OF SOUTH / I I I l I' 1 I I I 1 (' 11 titI
CO\PREGATI,ON OF JEHOVAH'S / \ 1 111j1 I I 1 / 11 I 1 1 1 ,1 I
PGE/773 ,' I f 1 `(II I I ' I I I / / If It 1 Ili
i 1
DB 30017 1 / /
/ /' PID # 2050'1107 I I IIII / , \ \
/ I/ II /IIIIIII/// IIlllll'f
I I I I' 11 I 1 , ► , , , IIII l l I
I
r / IIIII/( 1\ Irl III ►1 / /
,,!IIIII!,
It
I I I I ,iI/l 1\ \
/I
\� \ I I 'I1'1 l 1 �' / / fill(
by \ 11I'11' / / / l)1/1/
I \ I/ /I II I I� ' / /,/,/
IT
it
IIIII/III l/�1I11
I111'�� I /r1j11 I- •� / /
11 lI1I
I 1 III I IIIII, I /
/I11! I fIII(
;Ill/' I dill,
((� III I
IIIIIII I TOWN OF
D#1D#21 `�cA
It (�111 1 1 I11(1l f l
If
1 I I II(111 L SCALE 1 "=40'
11' 1 r r I I I I r I 0 40' 80'
/IIII II)
1 II' Of 1' I I / / /I rl/ I
IIIII I
,/ , I r// 1111 f 1/ I I I 1 ���
1. CONTRACTOR IS FULLY RESPONSIBLE FOR CONTACTING
APPROPRIATE PARTIES AND ASSURING THAT EXISTING UTILITIES
ARE LOCATED PRIOR TO CONSTRUCTION.
2. CONTRACTOR IS RESPONSIBLE FOR PLACING BARRICADES USING
FLAG MEN, ETC. AS NECESSARY TO INSURE SAFETY TO THE
PUBLIC.
3. ALL PAVEMENT CUTS, CONCRETE OR ASPHALT, ARE TO BE
REPLACED ACCORDING TO STANDARDS OF THE NORTH DEPARTMENT OFTLINA
TRANSPORTATION AND TOWN OFF PINEVILLE
UTILITIES SPECIFICATIONS.
4. SHORING WILL BE ACCORDING TO OSHA TRENCHING STANDARDS
PART 1926 SUBPART P, OR AS AMENDED.
o ;_
N O
Cp U
N N
U
z 0
ai E
w,
= o
a w v
oc U.
o 0
a O N
Lu
W i n
d � M
Q CO
- r,
�a w-xQ
<=mow
0 U
-0 o
cc Q) �
_ co
~ � N
0 CD
.>-�
4En �
Eno
w
O J
w
U
J
J
O
JH,-i
w w
Inn LLLz
Lu J Z J
Q
z 2: >
Vf M z
o�a
a
O
IL
z
Qa'
U
O
U
U
U
w
O
O
O
O
w
Q
O
Q
Z
Z
Z
Q
Q
Q
O
OIO
O
a
a
a
www
„
CE
CE
CE
rn
rn
rn
O
O
O
Lu
C,
00�
DATE
1211912018
DRAWN BY
A. DALE
DESIGNED BY
J. HORTON
CHECKED BY
C. TODD
SCALE
AS SHOWN
l0
1
U
0 Q
z z z
W
J
cn � ° Q
z u a
Uz�(D
00Z
z I —I
z two
�V);<
0 J
� W z
Q a
U �
0
JOB NO.
41946
SHEET NO.
C-405
a
n
a
c
L
a
L
a
Lr
6
c
c
51
Lr
C,
c
-c
a
c
n
t
z
C
a
c
c
c
d
C
• �J GE=555.4 71
1,
3.7 69 \ E=555.70' \ 80 79 78 I 77 / 76 75 I 74 73 72 P 70 60.3 ' / \ Sco 38 \ oo
3.13
3.38' / FE=555.4 81 \ I / FE=561.1 \ \ ■ /FFE=563.37 / �\ I (/ I / / f \\ ` ,``�unm►iq�i
GE=554.84 Fto
GE=560.,' - r / ) I ���� CA -11#
1 O \� ..........
RO
PE=560.7 PE=563.0 cr ` I \ ) _ J`� �'�� '• C � 11,
\ M H I I N,E H T 4 0 7 / ;` o : o E/�.
FFF=RRd-!1111 \ \ LL) _ �Q�F SS O �•� _
V FGE=554.23 �� 555 \ o. _ t ► I
E=554.48' ,c> \ D75 FE-561.7 FE-562.93 \ \ I \ I 1 \ I
83 FGE=560.54 \ FGE=562.93 I
I \ --- - '� �/ '•. � I NEF :•� ,`O �
\ d STORM DR�I Gf}__ ENOREE DRIVE 68 M I I \ �i
EASEMENT 64 (22' R/W) - - - - -----__` / �/ \ \ / /� ��` C95 I i /l I I I / ��S��PHER ���0`•
5 GE=553.50 \ \ i / \ I 1 I I I/ f \ ���NinmrtN���
,�' II 02/03/20
O / E=553.75' \ FFE=562.70FFE36 I I l 1 I I
_ FGE=562.70
// FGE=560.35 \ \ PE=562.3T i ` I I\ % I it l l l / I I I JI \ LEGEND
67 PE=56 \ / ' I I- t + III I I N
\ o I I I I I I BUILDING \ 10 \ ` I I I I IIIII 700 MINOR CONTOURS 00 u
\ \ / 0 I PAD, TYP. \. � I \ ) (III I III N 'i
I II u
/ , / - 35 ''i \ ' 1 I I I I I z o
�I \ I FFE-562.60 I I_ I ( 11700 MAJOR CONTOURS
/ / FGE=553.57 i 94 93 r` 92 0a7 91 90 89 88 87 86
FGE=562.02 N t III f
PE=553.24' STORM co - u� - - - iB �� - PE=562.27' ,n = I 1 l I I t = o
D5 0 i I � in �� U) LO� \ / co I / I III I IIIII J Lu E
> FFE=562.0 1 I C 3 J I I I I I ® PROP INLET
' 85 DRAINAGE / ® � � M COS � FE-557.5 I FFE=558.1 FFE=558.7 FFE-559.7 I � FE=560.59 FFE=560.5 FE=560.3 FE-560.45 I 0.14OAC. \` I I 1
cry FE=560.14 FGE=560.35 I 1 11 F-
ASEMENT i B 0.19±AC GE=556.4 FGE=557. GE=557.5 FGE=558.0 FGE=559.3 GE=559.8 GE=560.4 66 \ I / II
� GE=558.4 GE=558.92 PE=561.69 � � � C61 1 1 l , / � I / a u� U �
8 D59 STORM PE=557.25 I PE=557.8 ' PE=558.40 I PE=559.3 I PE=559.80 E=560.26 PE=560.19 I PE=560.05' E=560.12' STORM \ C45 - I \ ) I I I I J ` p SLAB TOP INLET
> / / DRAINAGE I I r- I I 1 I I / J H- `°
D49 , DRAINAGE I C59 co \ \ III I I I Luc W. o 0
co 25' BUFFER\ I l 1 I I \` w U 1-L11 � L
> I I I I I EASEMENT I \ \ I I I I I I Q- In z
EASEMENT C51 0 I I ' 11 O CURB INLET a O N
C 2 FFE=562.35
11
D55 4 / 559 I I Ill I I / I I I a Ei rn Z Z Z Z
43 560 FGE=561.77 34 I I \ 1 I / / � Lu 2 r.
- - - - - - - 1 - - - � - - - C L4 \ - - - - PE=562.02' \ I I I I I I Om DOUBLE CURB INLET � � -,:I-
- W W W W
-� /cam\ \ \\III(; �1►�f z�°X U����
' �� i \ 1 III I I� STORM PIPE < Q " a U) U
560 I 1 I/ 11 II o �_ 41 w w U U U
`�- D52 - \ �IoIIII�IIr�1111`n �V _0 c:), 0 � �C,
3 C85 EMMETT DRIVE �' o C49 ,n I I I I I �' I I I /� QQ STORM MANHOLE cn Z Z Z p
C87 C41 C47 C48 I m 1 � ro o z
__ _-_ PRESIDENTIAL COLLECTOR_ �- --- --- --- --- - ---L-- --- - --_ _ - - EMMETT_ C57 _ I \ IIII l \ I I = o O � U
C .7 C28 T STA 10+00 TO 34+52.53 U U (18' R I `� 1\ III ` IIII F- � �i O O O Z
C35 C37 U SS r ) C39 C89 -- - m- I _ 1I I I �� I I I I I 0 CD > O
� 60' RAN) I I �700 SPOT ELEVATION o o � U U U
29 / C36 C38 ■ m ` I C91 559 I '\ 1l 1 �I I I I 1 I I I I tt! FFE: 700.00 H (A C) � z z z Q
I III I I FINISHED FLOOR 1-I Q Q Q
I I ) I I ELEVATION J
STORM DRAINAGE C 5 - - - - - - - - - - - - I 33 I I \ o
2 � 5 i / r 558 �58 I I FFE=560.43 � � + \ I IIII (I ,
C25 EASEMENT 559 I I ' FGE=559.85 111I III IIII FGE: 700.00 FINISHED GARAGE IU
/ 560 I I I I I I I I /III / ELEVATION J
c31 I I I I I I I I I 559 I PE=560.10' � I h� \\ 1 I I I f f \ 1 ����
FFE=556.1 FFE=556.6 u� FE- 57.3 FE=557.8 �Q� FE=558.41 FFE=558.9 - -
STORM DRA 11AA I I I (I 1 w
�s GE=555.5 I GE=556.0 uu� GE=5 .7 I ( GE=557.2 cry GE=557.8 I I I GE=558.4 I FE=559.56 FFE=560.1 I FFE=560.4 I FFE=560.4 I FE=560.78 I FE=560.2 I FE=559.71 I FE=559.3 I FE=559.47 I FE=559.8 I FE=560.44 I FFE=560.4 I (5s C63 I I EASEMENT Ill it J I 111 1,1 I PE: 700.00 PAD ELEVATION O O O O
/ PE=555.77' PE=556.34' uu� PE-557. 4' PE=557.50' PE=558.07 PE=558.65' GE=558.9 FGE=559.5 FGE=559.8 FGE=559.8 GE=559.62 GE=559.1 GE=558.5 GE=558.2 GE=558.31 GE=558.6 GE=559.28 FGE=559.2 S I I 1 III III III / \ \ O
PE=559.22' PE=559.79' PE=560.10 PE=560.1 E=560.45' PE=559.93' PE=559.37' PE=559.03' E=559.14' PE=559.51' E=560.11' PE=560.11 FFE=560.43 co IIII I I I I (/ / I I w > > > >
2 3 4 5 ao 6 7 rn 8 9 10 11 12 13 14 rn 15 16 17 18 u� = 32 I PROPOSEd 6' I III 1 I FIDE: 700.00 FLOOD PROTECTION , M W LLI W LLI
\ / 1 I I Lo I w co I I I I PE=560.10' I M III 1 I II 1 w
Lo Lo o FGE 559.85 BLACK CHAT I 1 1 I I I ELEVATION w '
COS / I to I LINK FENCF /IIIIIII IIIII g ry
/ 0.31±AC. \ C I I J -- -- I ` 1III.IIII I I I I I I I I FLARED END LL U) z O o c:)
0
\ B7 u� I I 111 I It 11 QI-v rnrnrnco\I
\ / I I I I I I I I I I I I I I I 71 1 I 1 1 0 SECTION W/ RIP RAP W z_ w w r� r
I I \ I I _ I PROPERTI'� LJ 4M� I III J< O N M O
FFE-560.06 I I1 l III I I /f APRON C7 Q Q o o "' M
558 B7 FGE=559.48 31 1 CD III I I I I I I I I Z p
s� 557 5g I I I Ill \\ OUTLET CONTROL o- z o o o
/ I All 1SA5 PE=559.73' /1 I I I I l IIII I Vf iD w p Q)ON
69 I oo I I / 1 - - 558 - - - - - ■ I - ` I 11 III I l 1 I I / 1 \ \ \ ■ STRUCTURE O0 DATE
�- --- - - - - --- - - --- --- - - - --- - - - - - - - - m -� I � I �
I I I I 11 1 1 11 / Z
' h I► I I 11 I/ ))I I / t J, Q 1211912018
2 \- - - - - 5 18' R/W 2$ B6 I I FFE=559.69 30 to
co h r / \\ 1 /III J Il 1 I I /IIII \ ) I \ \
555 - - - 556 557- - - - - - - - - - - - - - - 557�558 ' O - I Lo FGE=559.11 I I \ /IIIIIII I /t I / / t t III)) \ / U DRAWN BY
���, �6 i PE=559.36' I I l, 111 I J t l l 1 t, , I r\ v v
559 I 558 559- I 1 \,1 III I III I I \ 1 \ \ � \ \
B 5 - - - PROPOSED � III III I I 1 1 \ \ 1 A. DALE
/ 4j��/ y- - ST RM DRAINAGEln \ I I STORM FFE=558.56 TREE LINE�TYPt 11 I I IIIIIII I ) I I I oC
' 1-9 %� \ \ EASEMENT B31 DRAINAGL9 FGE=558.56 66 1 I III I / I ) _ - DESIGNED BY
/ PROPOSED T EE _ I� I I I I 1 I \ \ I • O
\ 0 EASEMENT PE=558.22' B6 FGE-558.74 29 l l / I 1 / I I I J. HORTON
N r \ r / \ LINE, TYP. h I = I/ I I I \\ 1 1 I =
COS I \ I 1 I I I , , \ l \ • U
PE=558.99'
\ S I • CHECKED BY
FFE=558.56
�C EXI ING 60' CHARLOTTE \ -/ I > ' ` I ' 20 EXISTING,^,`` I I 1 l I 1 - - v •
/ EXISTING FGE=557.97 i i 1 Y I I / I I I / \ p C. TODD
\ \ AQ, ATER SANITARY SEWER \ / \ FFE=558.95 NORFOLi 1II I , 1 / I I 1
\ \ / \ WETLANDS / I PE=558.22' co 28 I I l II I
/ s S n EASEMENT \ / ` / I \ Lo FGE=558.37 I SOUTHER IIII 1 , I I I - \ t I 1 I • � SCALE
/ w `sue \ \ / EXI�ITG 60' CHARLOTTE \ \ 1 - - 558 - - I I PE 558.62' , I RAILROAD RlGhll 1 1 1 I t t I I III 1 \ \ \ t r =
\ \ \ / W TE FORCE MAI SANITARY \ 1 I I OF �A J I I J 1 I I I I
hh \ / SEWEfj S,� MENT \ \\ it 1 1 i\ \ I a� JIB - -�557� �h I ) /IIII I 1 I I 1 1 t I Ti/ \ / \ - I • o AS SHOWN
\'c FFE=558.86 D IV O I t I I' I II I I I /I I II � 1 - J /
21 - Ov0 I I I IIII j11I
w FGE=557.70 I� \ 27 I \ l I I l I I \ I I l I LU PE=558.53' 0 Q o I FFE=558.94 i / l l II I I I 1 J 1 11 I t l 1 1 / >
LL. I=1 I FGE=558.36 I I I I oC
z - 1 ) I I III 1 \ I 1 I
\ / \ - - \ I 1 - z - - - Q w +m PE=558.61' I 1 IIII 1 l I I \ \ / • O
/ , i )oI`" L I 1 )IIIII I' J1 \
\ EXIS IN 57 CHARLOTTE \ , \ / _ - I I w _ - - I / 1
/ o �-Q B85 , I /1/ 1 11 t11 11 �I I
\ / WATER FORCE MAIN \ - \ ' \\ mil\ / ¢ FFE=559.23 �� \Illll
\ SANITARY SEWER \ ` \ _ - / 'c / ' ' B33 22 I \ 1 11 I
EASEMENT ` \ \ _ - \ / i I '�� t ` \ \ / ' 8 FGE=557.57 I i I FFE=559.31 26 I ' I N )11 1111 I 1 1 \ `I I J I I J r
PE=558.90
5�I FGE=558.15 I I /`/ // II I I , I f I I II Ill ` / I I
PE=558.98' i I � I t J I I I I I I t l I f )1
S I rno IIIII
`S6o \ s8 LL' \ I I I ■ - - Lo Lon \11 1J\l 1 I' 1 I I It IIJ/
\ \ \\, ` \�\�\\\ \ ,) \ \ \ I I 23 FFE=559.54 I r - \ /It'lll,l I I I I I I I,I11
\ \ \ \ c FGE=557.88 f I 1 I I I I \
�\ \ \ \ I FFE=559.31 \ ► I 11 f 1
\ \ \ ) u� PE=559.21 I 25
,\ IIIII II II I I I
�/ I LOT47 ` � \ ` "\ � -_ � \ ` I � \ ✓ I i I FGE=558.15 1it I I II I
\ \ \ s�� / \ \\ ��Ii� \ t\ \ \ I ' - - Oj - - I PE=558.98' B 3 I \ IIIIIII I I I I I/ 1/r IIJ/
\ I I I l\ I I IIIII I I ► / \ _
\�E=559.55 I / / t I I l i IIII 1 1 I I (IIIII 1 l/ N
FGE=558.38 i h� \ h�0 ��0 I I I III I ,
% I I LOT 48 \ y \ u� PE=559.22' (\ I I I I I f \ \
I` \ \ \ \ \\ �\ \ \ 1 / COS111I111I II I I Illll,t \ L\1 l�
\ - \
l - - -� 0.10±AC. I I III+ / / l 1 / \
\ \ l� � \ `--- � � \ � � I IIIII It III
S
\ I 0.03+-
AC. I III I 1 )
LOT 49 / `� ' 1 \ \ \ \ - - ' - - IIIII If I I I I I I r l
- - -- - 1 1 11 111 Ill I I 1 I I II IIIII \ \\\II` Q
Al \ \ - ---cA- - - 1 / IIIII I1111 ► )\ z Z
to i 77to
IIII I
l\ 11 \\ N, N, ,'/ \\\ \\ ll \\ \\ -� - - - 559\IIII IIIIIJ� III 1111I1 ��� I Lu Q
\ \ \ MB. 47, PG. 601 ( t LOT 5B- \ \ \ -- I I I I 1 ce
\ ` \ I I 1 II►I1I11 I 1 I I (III III ' (i Q J
\�\ " i I I \tiilliliilil I Iil�l►IIIi i I li Lu =
B41 1
I \ / \ \♦ I I I I ILII + l l I
LOT 51 i \ - 1 \ \ I \COS It-- 1 I I I I 1 I J l I I fill �/ t I J � z
STORM DRAINAGE � l / I I I i--i �
�\�� B EASEMENT III IIIII11 I I IIII l / / O O
/�II�jiI1 z w 0
COS \ \ -__\ \ J
h ) \ / \ �� \ -h \ I I 1 1 41 H r^ J Q
MB. 47, PG. 6 p7 \ \ \ \ \ ` \ / \ SOT 52 \ \ �\ \\ \ ` \ _ - - \ \ V. I I / \ I cont 1111 IIII 1 1 I I IIIII I J v J ran
\ i \ i 1111►Illlllllll /II1111I1 I O Z v
MB. 43,IPG. 167 / \ L \ \ \ `\` \ \ ` \ \ \ \\ / ` \ lI I I ■ / \ I I111111111 I 1 1 J I J I I I I I + < 11
1 1( I I I Q
/
LOT 53 \ `\ \\ \ \\ \ \ \ \ % I I I I 1/ I I I I 1 I 1 I /1 l I I l I I 1 I U
\�` \ \` \�` / I I1111111�1+ tl /�I/jljl\ � _
\
\ ���\ �_�'�I \ \\\\V�\\ 1 1 ' \ I -___ / 111ItitIi1 I\\ 1illlll�r/
' w 0 1 I // 1 \ \ -i ` \\ t� _ \ /I% I IIIII IIII( I1 I I 1 0
\ % 1 II l
Z \ - 1 LOT54 \ \ \ \ \ \\ \J - \ \ \ �1 \ t�I I�I��I l l I 1 IIJ�II� �� z
\i \ \ , �
B43 h �� \ 11111JI1I 1 \ JI IIIII 1 Z
U III / ) 1 t / LOT 55 00,
5y9 1 I I I It IIII I I I1 I I I I III I I\
/ \ I 1 t
Q = SCALE 1 "=40'
Lu
G
LOT 56 \ \ , \ \ \ \ ` l I 1 ) 1 IIIII IIII 1 I L 1 l I\ \ I 1 0 40' 80'
\ PIINOP�R\Y\ \ , \� /\ 1 , i�III�I�II 1� J 11 II`1l ll
/ \\ \\\ \\ \-�_\ / l ` \/\ /J 111f1111I 111J1�1 I I
MB. 42, PG. 757
-\_ l � \ \ \ r I / \ \` \` � `\ \ `ss \ / -`\` //- \ i f'1l�illill IIiI�II ■ I +
\\\ \\\\`\ \ s s\�\ 558 \0 111111111, 'I11,I1/ I
LOT 57 \ \ a5` / \ 1 1 l I 1 1. CONTRACTOR IS FULLY RESPONSIBLE FOR CONTACTING -
/ / I \ / ` \ ` / ` �\ / \ _ \\ \ I 1 1 I t I I t If II' t APPROPRIATE PARTIES AND ASSURING THAT EXISTING UTILITIES
/ L \ ` \ / \ , I ARE LOCATED PRIOR TO CONSTRUCTION.
- B45 \ I I I (( / 2. CONTRACTOR IS RESPONSIBLE FOR PLACING BARRICADES USING JOB NO.
/ ( /
- - \ I � \ \ \ \ \ � \ \ / I I I , 1 l I\ FLAG MEN, ETC. AS NECESSARY TO INSURE SAFETY TO THE
IbINTC H L I N E- H ET C405 / 1 , 111 I I ► , , I PUBLIC.
/ ) / \ \\ \ \ \ \ \ \ ��w\ ` �\ 1 t \ ) / /IIII IIIII I I 1 J I 1 3. ALL PAVEMENT CUTS, CONCRETE OR ASPHALT, ARE TO BE 4194 6
I, I I I 1 I I , REPLACED ACCORDING TO STANDARDS OF THE NORTH CAROLINA
1 N \ \ \ e4 / III I I III t DEPARTMENT OF TRANSPORTATION AND TOWN OF PINEVILLE SHEET NO.
/ \ \ ■ UTILITIES SPECIFICATIONS.
IIIIJJI I,\ \
,I \\, I4. SHORING WILL BE ACCORDING TO OSHA TRENCHING STANDARDS C-406
\1 \ \ \ / / J l 1 PART 1926 SUBPART P, OR AS AMENDED. 7
-CL
RO
o O
z
O
0
>,F-
coa
a=
coU)
m w
n_ oZ)
c
zN
O�
� a
g x
o w
v- 0
00
o w
a3
Y
V7 �
� w
U C
O O
d U
E
m �
w �
c a
E a
U N
00
� 0
d o2
(6
�U
0 C
N
N U
O 2
C N
(6 C
N 0
C (6 U
a 0
N d
H-
L
/ ( I 1 ► \ 1 , , 1 / // ll/ , \ III, 11 I►IIIIIII 1 �, / III I I I I III H ,-_-
1.1..1 I \ I,/ I I 1 1 \ It I I I III ( % ```
II
1 \ 1 / I / / 1 I I III I .� • ••••.CAR• �.
Z / I 1 / / \ / I / / , / / I I I I I I I �O (� 0�
1 1 \ l
�' li"� I1 (' ••�`'C) • F Es l o '2'---
1 1 � I \ 1 / \ \ � \ 1 / 1 1 / I 11 1 1 I I I I I I I I I I I__I --=?•�O ti,� •.��
(��\\ \ , I i `\ 1 / ----. ` ; ,' r;'111,'/ ( \ ' IIIIIIIII II IIIIII ►/ �., = S
U \/1 I I I ,/ I I I It I I l I I I I l I ' 3 03
Lu
fl
III � I IIII - - .,�5'T '•••.......••'� � �.
\ \ ' II I ) 11 `\ / 1 ' ` _ . / / // / ( l ► 11111 1 / I I I\1 uunuu� 02/03/20
III I I 1 IIII .H E
\` �I � ► I \ (' 1 /f �\ \1 /� / �//'// / /' /'' \1 I1 \\\\\ IIIIIII I�III�IIIII
I 1
I,\IIIII ,1 II IIIINIF 1/1
KELLER-CRESCENJCO.INC. I I I `\ / /I I' //'/ /// / /� i _ \' II iII�I, 11 ('I IIIIIIII LEGEND
DB 17785 PG. 985 I 1 / \ ( ////, `\ 1 1 I I l l l I l l\ I I I I I I I I I I I/ o f
\ \ ' I 1 I / \ I I /�/ / I .�_� \ \I III ► 1 ►II 1 rj o
\ MB. 42 PG. 341 \
\ \\ I ` I I II PID#20508116 , / I i \ 1 I / /,// /r _ \ /IIIIIII I I 1 , III IIIIIII' I 7 MINOR CONTOURS U o
\ I i 1 \ / / I I I i l l ' \ I I I I I ) I I II �I 1 700 MAJOR CONTOURS z
\ I I \ I I , // // / , I IIII I I I , 1 IIII 1 E
I Jill 1 II II111 w 4-1
E
- - - - -,IIII ( \ ► I IIII (�
` I \ _ - I� I IIII 1 I' III ill 1 ® PROP INLET
If I a LU
\`I1Ill
11IIII II I \I I) I II11iIi1111 SLAB TOP INLET Lu "
I I IIII ❑O CURB INLET a O r4 III I,1 QLL Lr) z
l
III/ w LD O
1 / II It aLu
5M a W W W w
\ / / \ \ / - - - I' - ', % / / / / / ' / /' ` \ II \ I III1II'� ► I ► I IIIII liIII 0 DOUBLE CURB INLET z p cn o
/ J 'I'�t ,1\I11 11 IIIIII 1I 1/\IIII II IIII IIrI a u / z z z
OwaSTORM PIPE x OOOU
v
It ,o
cn p O,
/ 1 1 I111 Pit
II II II O » > uj
p
o STORM MANHOLE cc o z
( ► ( I I --___ I I 1; \ �� / l \ - Ai 1 I'I III = �CO
IIII IIII
1 I ► ---__- I _ / 1 / / I _,- - %�i 11 , I 11�
I ► I I I I \ -__ _---_ / / I / / / / i / -- / 1 I III IIIII1 II 1 II I1I�IIIt.o 700 SPOT ELEVATION
�2:�ti > O
w O O O Z
\ / /' 1 1 ` � \(^ ll^11'ro � to FFE: 700.00 FINISHED FLOOR w �
I I I II 1 \\ J \I / / II�III�IIIyIJI �'lllllll►I, ow ZZZW
I ELEVATION
IIIIIII
(IIIIIIII / FGE: 700.00 FINISHED GARAGE
IO OO O O
IIII II � � � �
s6, If IIIIIII I � ELEVATION J a a a a
/ I I 1 1 1 1 / - ' / / /I I \\ / / / ► _ _ _ _ - - _0�� `�\\ \ I I IIIIIII I I I I I I II IIIIII PE: 700.00 PAD ELEVATION uj O O O O
\ / �' PROPERTY LINE / I I III If I 111 III (n (n (n (n
ti ti ti ti
\ / / % , \ i i 111IlIlllill I I I I I I�IlI11l FPE: 700.00 FLOOD PROTECTION W W W W
\ II II II II ����
IIIII IIIII' 1 1 I I I I 1 ELEVATION _j w
rn I III `i II I I III w00
II I I IIII IIII 1 \\ "I
1\11I 1 I 'IIII I FLARED END Q c� ... o
---------- / __,, I 1lllll IIII IIIIII wcnz o000
\ _ `SSA I III IIIII 1 0 SECTION W/ RIP RAP W z_ Lu w N N N N
\ \ 11 fit I' IIII I''I I � APRON C9
I II1I ■ Q �za
� �
i I z�> OIII m"oIkill CIliOUTLET CONTROL (A ro to coo
o o ti-i MoN
i / / I III IIII 1 STRUCTURE
- - - - - - - - - _ _ _ _ - _ - ` _ - \ l /_ _II11I I I I I I ' I I I 1 I I I I 0 DATE
-y60�- / I - 562_ - - 1 / / /IIIII ► 1, I I III IIIIII 1 I I I I I z
1 IIIII'i1I111/I I1j1I11,� \ II(f I 1211912018
1 11 III / \ III U
/-�_-�-- .. '� � _, � v � 11� J � I I / / / / II I111 I►II III1 \ I III DRAWN BY
(;/1 ,1 1 I I 1 I I I (IIIII 1 I \ \1 1 III) I A. DALE
// 1 /l IIII IIII II I I L6
/ ' 100' BUFFER \ / / / I / / 11 / I I 111 Il r l l I oC
,1 II ! /1 I I IIII I I I1 IIIII DESIGNED BY
,\It((,,
,\\� _ _ / / I \ 1 �'� ✓ / // \ I I / (�I\�II��!1I1I (\ �I (�I IIII►i1IIi1I111(I1�I i `1 , /r/l//( /1 I • 0
'
J. HORTON
EXISTING 68'DUKE 560. -\ OPOWER R/W / I • CHECKED BY
It I 11I11111 1I IIII IIII \ II •
i - \ / \ / \, 1 I` I I l l I I 1 j 1 1 1 11 o C. TODD
i _� __ / / o I I I ( I II 1
/ i \ m - / -- i IC_ S ` It // / I �oI rI II Ii IlIIi IIIIi I1I I )1 III I►I I II,I 1\(\/1/ /1 • w
SCALE
• AS SHOWN
r •n � i _ _ \ \ I � / / I 11 \ I \ I 1 U
/ \ \ \ I \_- �/ i / \----_-\ \ \ I / / I �I\ 1 1 IIIIIII 11 I ( I,111 \1I I Q
/ \ ` \ \ / �__ h� h� I / 1 I I IIIII' �' II I1111 I'I O
i� -'\ \ �� � `I /' � I ' I l lllll11l I 11j IIIII 'lllJ in
1 �� �_/ \ / / __ _I\ - , 1 I I \ I II,IIII1 II 1 1l1 IIII IIII • >
42" BLACK O%K / / / F - S60 / / / \ \ 11► I I I I(l l l i I \\ I I I IA o I I
\ \\\111 \\\\ O
�� I lei I / / S / `�� I 1 I l(IIIII 1I1 IJ ► Ir11�/j//i It It >
/ PROPOSED TREE 58 ./ I I I I IIIIII ► l l IIII I ► \ It I
' \ I� � LINE, Ti / / / %� z "' s / / ►IIIIII I 1 1 I ,/,III j I I I 1
<_ \`71IIIIIIII 11(II11 I ► 1 1
i
�'\\\ l / / I \>/� J I Illiii11IIIIIItI IrI I I \ (\
\000
\ / / / / / / I ► 11 11 fl (l l I I EXIS7II IG/1 0' RFOLK \ \
/ / 1 I �
10 'BUFF \ I SOU ERN:k LROAD \
I IR GH OF AY
/ I I T
Z \ / DITCH A (11 I1 11 ill 111 Ili I I I \
/ It
555 ^ / \ I / /llililllill I I il11111, 1 \, 1
552 PROPOSED CONCRETE I I \ 1 II I III I I I I' I rl 1' I r h I I I\ \ ` Lr)
U W /5y� RIP RAP, TYP. FLUME, SEE DETAIL ON / I ► I I IIII ' 1 1 I l�
IIII / Ti
\ C<I_I_I yy1 y SHEET C-720, TYP. / ( 111 ^ 1 1 IIIII 1 \ \
C �_^ \ _ yy� 5y I I I II 11i"I►1�`-
\� G V J ` �5y3 553 --- --- - AIDAN ALLEY - - ---- - -- 6- ---- 1_ I (/ h^r 111 I I J I l ,
c I I II 11 fi
--- (18' RNv) - -- � --- 5g $ \ // / - J � � I I i II11 I !
555 556 557 yy �_�` �/ / S I /I /I rl 1 �I I i II 1 I,III� \ W Q z
-556 `, \ S8 to 1 I l IIIII I I I I/111 Iil /, - n o Q
\��559, I 1, IIl�ll IIi 1 1\I11 ; W 2 ran
10,
to I I I hI I I I I h I I I I h / $SO \\\ \/ I(I I IiI'I 1 1 I I' I I /' Fi
J p Z
I / I �, I IIIIIIII III 111 , O z I --I
54 53 52 51 50 49 48 47 I I 46 45 / I \ 1 III I I Q
/ ��M/• / \ ` 56 I 55 I I I I I I /' r I111,1'I I I I (1 I I I I I I Z Fi J
57 \ _ I �co FE=557.3 E=556.88 FE=556.88 FE=557.2 _ I FFE=558.2 FE=558.5 I FFE=558.9 FE=559.3 FFE=559.9 44 / 560 \ I - / r 1 l I I I I ' I I I I ' I1111 J _j <
/ \ FFE-557.4 GE=556.88 I FE=557.6 I I - V / L.L
/ GE=557.4 �' GE=557.3 I I E=556.88 I I _ GE=556.6 I GE=557.0 I FGE=557.6 I GE=557.9 I FGE=558. GE=558.8 I I GE-559.3 I FE=560.21 I / / \ \ r 1 IIII III I 1 1 1,1 �
\ \ FFE=557.4 I I E-556.55' PE=556.92 PE=557.87 PE-558.24 `PE-558.6 ' PE-559.59 / 43 \ \ . I I ( I 1 0 U J W
58 \ GE=557.4 \ `�'E=557.14' I E=557.02' I E=556.54' I I I I PE=557.29' I I PE=559.05' I I I GE-560.2 / \ S6O I IIIII 11, / I I l i
E=557.14' 1 I I I I I I FE=560.83 / / / I
/ FFE=556.8 [7 PE 559.87I / l I III /
GE=556.80 �\ , � � / Q � d
59 \
E=556.47' to S 556 PE=561.1 / / \ FFE=556. � SS / ^ .' � � 558 $$ � � / GE=561.4 - / h�j � � \ I'' I I 1 r 1 ► I I III \ 1
\ \ FGE=556.0 25' BUFFER
\ \ 60 \ D33 [035 < J D37 FGE=562.07
/ S6 PE=561.7 0
FFE=555. \E=555.75 CRANFO IVE D39 41 / 41
0 \ 7 I II 1 1 I I I I
l\ FGE=555.36 3 D34 0 - - _ --_ - D36 LO ESIDENTIAL - N _ - - - D38 - / -
\ _ _ FE=562.69
\ \ E=555.02' \� / / p32 _ - - 0 $$ STA 0 TO 28+94.4) p $$ - FGE-562.69
E 1 554 S 50 ? S- p4 \ I 1 ►
FF==554.6 / \ ` o I I I
\\ v^8 0 PE=562.3 40
\ D71 D73 / 11\I
\ FG==554.64 /- 11 I ' t 1 I I I 1 I
\ E=554.30' \ 29 / �: - - - - - - O / FE=563.28 \ \ I r
62\Ni 63 / -553 / T i `\FGE=563.28 / / BUILDING \� I / /( IIII 1 11 \�► I 1 I I 1 /
6j / 555 �SY, E=562.9 PA , Ty
/� / / / 1 I 1 SCALE 1 "=40'
FFE=554.2\ �- / 559 S Z / 39 \' I / III I \ 1 1 7- /
FGE=553.70 r \ �-
\ E=553.95' / / I FE=557.23 I FE=557.80 FE=557.5 I FFE=558.3 I FE=558.8 FFE=559.2 I FE=559.7 FE=560.17 I I FE=560.53 S\ C97 / ( It/ I ) / 1 I I \
FFE=556.6 1 �\ \ FE=563.37 / \` STORM I �_ / I \ \1 I I l / I I , 0 40' 80'
\ I / , / GE=556.0 I GE=556.64 I I GE=558.3 GE=558.8 I FGE=559.2 GE=559.7 I GE=560.1 I GE 60.5 /
GE=557.2 GE=557.5 FGE=563.37 DRAINAGE I I I
\ ■ �� \ FFE=556.0 E=556.31' I E=556.89 E=557.47' I PE=557.18' PE=558.06 PE=558.50' PE=558.9 ' PE=559.39' E=559.84' PE=560.19' FE=560.7 \ \ I 1 1
I t I I I I I / PE=563.0 j \ \ \ EASEMENT
�� 5 \ GE=555.4 \ 79 78 77 / 76 75 74 73 72 71 PE=560.3 ' / ` S6, 38
3.13 ` 69 E=555.70' 80 70 \ \ cN �� I \ / \
3.38' `t' FE=555.4 81 \ \ I I I I I / FE=561.1 \ ` ■ /FFE=563.37 �\ I I (' I / /' I 1, `
GE=554.84 FGE=560.54 \ \� FGE=56If 7 \
PE=563 03' / / \ \\ I I I\ \ \ \ \\ \ 1 )
��/ � � � \ \ \ , � � 1. CONTRACTOR IS FULLY RESPONSIBLE FOR CONTACTING
CL
\ // `� 1 I I / APPROPRIATE PARTIES AND ASSURING THAT EXISTING UTILITIES
`/ ARE LOCATED PRIOR TO CONSTRUCTION.
V FGE=554.23 \� \ 555 �'<, r \ O / \� I \ ( \ 2. CONTRACTOR IS RESPONSIBLE FOR PLACING BARRICADES USING JOB NO.
/ FE=561.7 FE=562.93 \ (( I / FLAG MEN, ETC. AS NECESSARY TO INSURE SAFETY TO THE
_ �j
��j 83 FGE=560.54 \ FGE=562.93 i \ /y PUBLIC.
\ PE=561.3 \ PE=562.59' / / O L E H E`, 0 'I I I I 3. ALL PAVEMENT CUTS, CONCRETE R ASPHALT, ARE TO BE 4194 6
_ ! O M I U I O O S
\ / � _- STORM DR�I G-L�_ ENOREE DRIVE _ _ _-_ _- / 68 \ � � (p � I I I I I I I \ REPLACED ACCORDING TO STANDARDS OF THE NORTH CAROLINA
E=554.0 - EASEMENT 64 (22' R/W) _ /� \` S> \ / I I 1 ( III / , 1 J \ DEPARTMENT OF TRANSPORTATION AND TOWN OF PINEVILLE SHEET NO.
D62 / / / \ / / \ I '1 , 1 I I , , ( \ UTILITIES SPECIFICATIONS.
Q 5 GE=553.50 \ O - _ \ I 1 1 I I I 1 I 4. SHORING WILL BE ACCORDING TO OSHA TRENCHING STANDARDS C-407
E=553.75' \ - 36 \ FFE=562.70 \\ 1 ( I I I I I PART 1926 SUBPART P, OR AS AMENDED.
L
FGL=553. \ \ / _ / / \ 0 b \ h� ✓ FFE-553.7 \ I r 1 1
PE=554.53' ` �� \ �/ / , / 0 0 \ O /
25' POE FFSET I � \ h D15 o� / \\ FGE=553.13
T CLEA ZONE SEE ` \ J7 / / � / / °° ° o \ \ f \ r l h / / \ E=553.38' ���CAuq����4
\ DET� IL SHEET C-701 / o ` + - - - i' / o o ° J \ / �� '\ - \ / `�O (N R0
FE=555.25 ( / o-88.15_ - \ / / / \. r •••••
FGE=554.08 / \ / o c \` 0 / C- ' / IV1A L1 N E- E ET C409- / / ' O 549 / 64 \ \ O OF F
=554.91' ///� g5� \ FFE=553A9244/ / °-�-��05)
°/ \ i i/.4, . \ AGE=552.� _\° o-/-° o° \ `n \ E=55286' o°/PROPOSED GRADE ATo o \ � \ ;<c`
54.89 \ oPOWER LINE CROSSING: 053.72 0 0 / + _O- - - / \�T\\//_��s,---0���
4.55' \ / / o o / / o � < \ / �\ 1�i 6>\T ' OP t-T\
243 � / ° J5 � / 1) 48" RCP 1 0 / _ , � STOR� \ .QUO � FFE=552.86 � ���HE ``����
\ \ / ` - �innr►►l
/ h / ° ° // (2) 36" RCP / 5G�0 DRAINA �\� � / FGE=551.70 02�03�20
0 0 \ A� 00 / / i EKS MEWF\ \ S�` PE=552.53' O \
/ / o ° / ° / / \ T/EM RY TIMBER OR / ct / D13 \ 8 65
° / ° o/ \ L B DGE TO BE / h� 1 /
\ 4 / / 1.28± AC. OF IMPERVIOUS AREA O/ ED PRIOR TO PER Ilf / \ / CONTRACTOR2 TO \ / '4��r\ j / / LEG E N D
\ 4jI 4�� ' WITHIN FLOODPLAIN. MITIGATION / / VIDE SEAL \ /
4� J3 ISSUEB'BY UPACE. / , \ \ / oN o
PROVIDED BY 2.03±AC. OF TREE o � ENGINEERED INGS � / 700 MINOR CONTOURS 00 u
\ / o ° o SAVE AND 0.53± AC. OF / / - / p� FOR STRUCTURES TH \ \ 7� \ N vi
/ - 0J0 0 0 0 REPLANTING FOR BUFFER B / f / �� / / / / \ DUAL PIPES, T / FFE=553. U o
o ° 0 \ / / / l \ \ \ \ / ' / FGE=553.57 700 MAJOR CONTOURS z E
MITIGATION. SEE SHEET L-200 FOR i D21 \ o
K3 / K1 ° ° BUFFER IMPLEMENTATION NOTES. / /' D3 Q O,QS \ g p� Ox' / / / \ CONTRACTOR TO \\ / PE=553.24' W E
/ / / S O �' INSTALL OUTER PIPE IN p , = o
o h \ o \ D25 ; 85 ® PROP INLET
0 �o ° DRAINAGE / / -\O ��ti h \ ���� / L TYP. 1 ^ \ D19 �1• _ W
/ EASEMENT / 02 l \ \ \ 13 SLAB TOP INLET
O
� Lu
0 / h o o / / / 0 pr� �� D9 �i�Q \ v i D49 Q C) CD Z
o / 8 R �' � 15' STORM
° 0 0 ° / / J \, / • yea EDRAINAGEASEMENT / \ D23 , ' ❑O CURB INLET O 2 ^ H v1 v1 v1
o / - / / // \ D7 73 \ \ / a ern aWWWW
° / % / \ _ 0 DOUBLE CURB INLET U) � ,
/ \ / / a � x can o 0 0 0
STORM PIPE Q ; Q w U U U U
EXISTING 81' DUKE / \ I S RM / , `\, � = (n -
_ / DRAINAGE o Cj \ H I V 0 ui
hh POWER R/W � / \ O / ro ` I � � ' H�h� `' � rya o z
1d� EXISTING 60' 4�
` / /f I EASEME T ° b / a' --- QQ STORM MANHOLE cn O
� l / �\ \o � � 5 a ° a ° a ` ) � \ 71 / CHARLOTTE WATER \ / �
HEADW L ° 1 / 1 / SANITARY SEWER \ C 7 C28 i N cn O O O Z
4j / / / / /�► I I J\ TYP ) o EASEMENT \ / �700 SPOT ELEVATION 0 c w U U U
kph / pr\Y / - \ ° I / I\ 29 +' o Z Z Z Q
' \ / / \ \ \ / ° D5 I \ I / Cos FFE: 700.00 FINISHED FLOOR w J Q Q Q
PP IINI/A\ \ \ \ ° - / \ 0.20± AC. / ELEVATION o W Z Z Z W
NO DEVELOPMENT TO OCCUR WITHIN JOP OF B�4N / / / 1 I 1 I I / _ I \ \ STORM DRAINAGE Z
THE DUKE ENERGY EASEMENT PRIOR TO \ j�/ / 1 1 10 \ , / \ \ C23 4 C25 EASEMENT O O O
COMPLETION OF THE POLE RELOCATION EEK / // J \ Jo / / / / C3 FGE. 700.00 FINISHED
ONARAGE U w w w o
PROJECT BY DUKE ENERGY. A _ - - ENTERL NE / / C3 i / \
r / / / / I FL OD o � � � �
U TEMPORARY STREAM CROSSING SHALL F E t 0 20' STORM - I / / \ \ \ U�ry \ \\ J
/ DRAINAGE \
BE ALLOWED AT THE ORSON OAKS / � ^ 0 O O O O
/ / D F ° \ EASEMENT , PE: 700.00 PAD ELEVATION vi W W W W
/ CROSSING TO ALLOW FOR PLACEMENT \ // / 1 - - / / Cb \ `r�r H () U) () U)
OF FILL ON THE WEST SIDE OF THE / / / _ C C93 / / h�j \ FFE=552.1\ ' / t O j j j j
'S41- - - STREAM. EMMETT DRIVE WILL BE USED ' \ / / C1 +A ' FGE=550.43 / FPE: 700.00 FLOOD PROTECTION J , M W LLI W LLI
LLf AS A CONSTRUCTION EASEMENT, BUT \ / / / / / / S4� =- S! C65 - E=551.76
/ W NO CHANGE IN GRADE IS ALLOWED AT / / / / / / \ C21 / / \ \ ELEVATION w
/ THE EMMETT DRIVE CROSSING. / \ / I\ / / _ - CZ C5 I \ \ / / \ \\ 107 \ \ \ / / COS Q U
/ CONTRACTOR TO PLACE THE / / / \\ 1 w / 0 - C6 / ^� \ FFE=551.8 \ / / 0.31± AC. \ 0 FLARED END LL cn z O O O o
/ NECESSARY SIGNAGE AND-FLA S TO 5. CREW I \ I o/ 0 / / \ FGE=550.15 . J - Q
NDIST D / / ° / / �� \ 0 SECTION W/ RIP RAP �++ z Lu w
540 NOTIFY WORKERS OFitO OVE HEAD>\EN SPACE / I 1 / i PE-551.48 / l \ APRON Q
Z POWER LINES. / I \ 4 0 \ C6 / / - / Z O \ \ \ \
° \ / ° /
o / ° / 00 \\ / 1oa \ / / �\ 13 OUTLET CONTROL o ,� O O - o
I I / / �\ J ,FFE=551.3� / , \ \ / STRUCTURE
- I o \ \ , DATE
o FGE=549.69 \ / \\ O
/ / I o v
o II 0 � � � ' � � � � / \ E=551.03 \ � h\P, � / ' �
0 b \ 12/19/2018
\ \ FGE=553.63 \ _ U
C9 I h� \ FFE=550.9\ P� �� PE=553.30 \ \ \ j DRAWN BY
o of / / \ FGE=549.32 Q Qi O O / \\ 95
/ o ro h / / s I I E=550.66 / V pGOx° `' - \ / , F A. DALE
O 0 ° 0 0 /o h� / ' So 110 \ FFE-553.1� / \
FGE=553.19
/ �53$- o J / o° / , �70 \ \ \ FGE=548.92 \ �/ �9 / • O DESIGNED BY
--/ / �\ /��/ »>/0 \/�-- 00000000°°- / sG�0/ \\\ 96 \ / ? J.HORTON
I\ I \ ° / _ / \ / / R 0 0 0 I / / B59 \ E=550.26 • O
i ob o o ° / _
\ ° ° m I \ C19 / \ / / CHECKED BY
\ \ -537� - \ \ o o FGE=552.76 \ ' \ • _
v ' - v , �' / / A \ �\ \ C 5 / \ E=552.43' \ ,{ / / O 0 C. TODD
_ A / C17 97 \ \ Lu
>
0 BUILDING / • • W SCALE
, 0 B51 \ �� - C 3 - �cb /� FFE=552.3 \ PAD, TYP.
°0 0 ° ° ° �• / _ y C' / \ / \ h`1' / v AS SHOWN
\1 •\ \ o FGE=552.33 \ h • Q
`o _ 0 / �� v x�a �\ C12 - C ,�\ E=551.99'$ \ / �� h� W O
• z
\ / \ o /0 �Q����� es/�/ FE=551.8 \ /O/ / >
o l0 /, ��O/^Oxo O° \ h �� �` /- / FGE=551.80 \ / /' / / �
\ B55 E=551.4, / Sir O
99 \ / / '
o / / B49\, B17
/ 0 0 , /
\ 1\ \ \ EXI$TI / / / / f I 1 oar/ / / B53-__ - - / ` FEE5511316
\ LA s / ° / / U C79
100 J/ a
°`' / °
° I ° \ Ssr GE=550.49
,s I ° ha COS y=550.74'
-0- 4� 87 B / FFE=550.5 101 \ / 'TO // tn
5 I r \ GE=549.9 D INAGE i I �
B8 FE=549.94 p SEMEN I \
t32 / / \ / FFE=5. I FFE=549.4 I I GE=549.36 \ 0 102 \ \ / / \ �,C I >
ON - I I GE=548.8 E=549.61' / / / o
tn
0/ / PE=549.0T / / _ _ -
/ ° \ \ \\ I PE=549.32' I 104 I 103 \ �� 115 I \ 1 co
3
o/ 20' STORM B3 e A / / / I %'
ul
0 1 DRAINAGE \ `\ \ \ / / 105 I /\1 / I (V o
0 1 (EASEMENT B5 _ / �4�/ I y �� /� A / / 1 I 1
0 T
0 11 00 \\ 1 \ B - _ I - - / / , 1 \ I I 1 \ 5 �� / /� /- - - -
13
o cS _XIS G 60' CHARLOTTE
o ° ° 1 I \- �� gg - - _ 11 WATER FORCE MAIN a m
\ o / 547 /�// 1 U
\ \ 1 0 / ITARY SEWER EASEMENT w a
\ 1 20' STORM _ / / \ _ ( D
p \\ 1 0 o ° /o DRAINAGE I\-/\- I \ \ U c v a
EASEMENT ^^ �548 - I � / \ \\ J Q z o
\ .n \ I F ' 1 ° CL
° , 5�5 / �- - -� - - - - Cos \ i--i � Q D
O --/_ MB. 47, PG. 6¢7 \ J � � 0
`n _ \ I I r / Goo �-f F7Gj \ _ --- --- / _ -- I \ \ > 2O
- - _ -- I -- --F �.- - v =� - -13 - F7 �� 00 0 0 0 0 0 0 O o FMB--- �
o to p 0 0 0 0 > / 5 - FM
-� ` 12�/ \ / / o% O O OT 37 I LOT 38 ° / 0 0 \ / PROPERTY / \ \ cow z z .3
I J o ,- 0 0/0 LOT39 LOT40 1---tiNE- \ i
\ O 2
o I / --� A I I /cO 9 ° o o ° / \ LOT41 LOT42 ' ' / \ 2 a
o _ 1 _ - - - \ 1 ® ° ° 0 \o f I LOT43 I LOT45 / \ �'
U --__ -- -� ��� \ 1 I 0� ° ° °0 / 0b0 I --� -LdT44 �/ LOT46 I
3± AC. REPLANTING FOR BUFFER \ \ ` �\ ' ® o 0 0 ° /0 0 00 \ ° w
rn MITIGATION. SEE SHEET L-200 FOR �/ ° ° 0 0 00 °0 °° GD ✓ I I� \ l 0
0
BUFFER IMPLEMENTATION NOTES. 1 � 1 I � , o ._
SCALE 1"=40' a
Cb
NOR Ws
\ ° �0 1�' �I\ I I I 11 _ \\ I 0 40' 80' X o
\� \ \ / \\ _ I _ -
o \ \ \ \ f I / 0 0 ,� _ - - - - - MB. 47, PG. 607 E
\ / PROPERTY \ I I \ \ ° 0
\P/D # 20502117 LINE I �� o \ / \ m o
O ✓OHIV S.MI�LER, ✓4 & / I , I I f - \ I - 1 I °
-' REBECCA.B. MILL/ER o
m r - - �B 6/19-P6. 435_(TRACT 3) / / I l ~ - - - - - - _ - / \ + E c
u - �� / / / I I W / 00 -' c�ico
0 1 _ ui 0
- - = - - - TA
- - - - - - \ - l / J / / l I 1 PO 0 O ° 0 ° O O O _ _ \ I \ _ - - -11. CONTRACTOR IS FULLY RESPONSIBLE FOR CONTACTING
c75- - - 1 _ - _` - l ` l I I - O O O O O O O a \° O _ y 1 - - - - _ - L APPROPRIATE PARTIES AND ASSURING THAT EXISTING UTILITIES m a
O 00° l I _ - - _ ARE LOCATED PRIOR TO CONSTRUCTION. .o
tn
--(h�`p�� O O _ - / I T 2. CONTRACTOR IS RESPONSIBLE FOR PLACING BARRICADES USING ��B N�' � O
- - - - _ I �F GD O / y FLAG MEN, ETC. AS NECESSARY TO INSURE SAFETY TO THE i�
- \ \ _ - _ _ _ / ► _ - °-� o �° ° - / U W PUBLIC. 41946
_ -
- ° p °� O - - - - _ - - - - - - - - _ - - - - -� 3. ALL PAVEMENT CUTS, CONCRETE OR ASPHALT, ARE TO BE Q
00 / - - / W REPLACED ACCORDING TO STANDARDS OF THE NORTH CAROLINA °
° o O ° - _ _ _ - DEPARTMENT OF TRANSPORTATION AND TOWN OF PINEVILLE SHEET NO. Q o
O o 1 O ° / - - - - - Q = UTILITIES SPECIFICATIONS. 0
C-408 .LD
O I O ° - - 4. SHORING WILL BE ACCORDING TO OSHA TRENCHING STANDARDS N
/ I - 1 / o ° / - - - PART 1926 SUBPART R, OR AS AMENDED.
L
w MATCHLINE SHEET C410Pogo Emm
27
\\
r-
/ y\ C Amo
ss ti-y
\ _ • 560 �
�i•'•, GIN11111"E �0��•
T
►►u n n 1►1 02/03/20
\ \ i I I ,,'-------_ \�, LEGEND
o f
700 MINOR CONTOURS o N
\ 1 N/F I \ \ \ I I I I U c
\ N/F \
I \\ N/F I �� - - _ /�\ 700 MAJOR CONTOURS z E / \ \ HA B 18 F GRIFFITHS \ DELINGER INVESTMENTS, LLC \ I I E 6 I \ I 11 \ 10306 /NDUSTAIIAT , LLC- - _ r \ w E
DB 18467 PG. 513
\ \ DB. 227$0 PG. 36
_ 562 _ - � / � PlD # 20508111 DB 27889 P(�. 4/2r� - - - - � _
- - \ PID#2 08110 I\ I I _I I \ _� , - / - ® PROP INLET = °
\ MB. 42 Off. \\ \ \ - \ \ F-
E 11 / I \ PID # 203GI8 Uvf - , \ 1 I I / J f Q Lu U
-y63 \\ v\ \ \ I \ \I I I rl I I I // \ Ilrl II III/ Q SLAB TOP INLET Lu
oc� -�o
--- ' I 1 r I I I l J ❑ - CURB INLET t
Lu 0lr z v,cnv,fn
HAP,CL-0FGRI ITHS, TRUSTEE \ \ 1 \ \ I 1 ` I / \ I f' - 1 // r f/ - 1 \ [ i 1 1 a W W W W
/ a In ZZZZ
I I , _ I I - \ \\ / Om DOUBLE CURB INLET cn �,
- OF THE HARO F. GRIFFITHS _ - ' \ / < \ \ \ \ 1 I I - \ 1 \ - \ \ / / I \ _ / J O o
REVOCA LE TRUST _ _ 564 - - - \ \ \ f ` \ _ I I I I\ , I I / / _ - - - 1 / - - \ \ \ �\ / / / / / I \ a ^ U
MB 5 PG _
\\ \ I 1 1\ X ° O O
a O
DB 2PG,788 STORM PIPE U U U U
.68 0 n LIJ
�\ / STORM MANHOLE Lr) IB
CD z z z z p
N , ►I _
s O O O Z
v �; I IIJ I l / ` \ \ 1 1 1 1 1 ' s �700 SPOT ELEVATION g � U U U p
ww,n ss � I 1 I \ / t Lu p p p Z
��� ` \ IIII \ 11 I I I 1 \ �o
Ss3 ��'\ \ �f r �\\ - - ' ^56 J ` _� I\I ai i I o olch \ \ I I II I II�/ I III I , ( 4-1
FFE: 700.00 FINISHED FLOOR Lu n Q Q Q
W -564 ' - - _ \ \\ \ \ \\ \\ (\ • \\ - - - , _ - - I 1 I w I IIII 1 / I ELEVATION Lu z z z W
/- �- �\ ( �\ - \11 I) I HQI I I III II// / - Z
W ��-__ �i �� \\\\�\�\\�\\\\ ��� _570� \\\\,II�O \ \\ \\ I gZo�CO /' ' / / IIIIIIII ///�///l j S-/ \ OOO�
FGE: 700.00 FINISHED GARAGE
- - - _ \� \\\ I/h > I wI� I ' / 1 III /� / / r \
_ _575 �� \ \ ►IIIIIII� / \ I w ❑1 / I 1 III / / ri / /
8p ��� \� \ll /II H. -' -w'IU) ELEVATION J W W W W
\�\\ f I ;s82��\\\\� \I(Irll)I I I I �1 1 1 1 \�\ \ //r'% ' I I O J a a a a
III I� / I �,�� 1 1err// I I \ PE: 700.00 PAD ELEVATION 0 0 0 0
Lc�� 1 I \ \\ - �/ I (/j fn (n f)
\\\\\\\ \\ \\ \I \\ 11 l l l l l o l 'I IIII I / �o I 1 1 \ 1 =Jri I I U O ti ti ti ti
Z I ' , , , ' ' , , _ - ' - \ \ \ \ \ I I I \ _ - I I FPE: 700.00 FLOOD PROTECTION W W W W
\\\\\ \\\\ \\� \ �\ ICI 1\III I // // PROPERTY I 1 I 11 1 1 1 - r I M Lu
M h 1
LINE / R/W / `� \ \ 1 I ' I �' ELEVATION _j Lu
\�����. �IIIIIIItIIIIf/II� 1 // I // I/ Lu
Ln I / \ 1 11 I \ /' I I W gLu00
I III II I / / I 1 I I rn rn rn N
I I IIII/ I 1 1 \ r I Q U) U
- - - III III I / /I / / I I - _ _ _ � ' I W FLARED END � cn z Q 0
-__---' Lu
L \\\`\�\\\\\�\\�`��' \�I�IIIIIIIIIII I /' /// I J� / / 1 \ 111 I I 11 // I = 0 SECTION RAP -AzLu
APRON J Q O N M O
����' \ 'l; //%rl,Ir' I I / ' I J / / L� ' 1 I ' 1 I - I I , 'Z'' Lu ° o N
-�- \ / \\-,�-,\ \��\\�\\� t;/J�III'II'� I - / / ► / E 4 I 1 1 --___- �Mz oo�-lo
1 I OUTLET CONTROL
STRUCTURE a
_ - z O
60- --•_ \ i ' / / ' ' \ / \ \, ,-I I r / /l I E 5 ��1 I 11 I 11 11 / / / DATE
- -� / \,-\\\� y //--/ / --_ / / / I I I I 1 = U
- \ 8 '� DRAWN BY
A. DALE
DESIGNED BY
/ - - - 556 p
616
CHECKED BY
<jo� 3 ,y�` \ I I I I 1 l ' / \ _ _ - _ _ / • =
-555 C. TODD
r/ _ / \ / !// • • w SCALE
100' BUFFER IN,/ I / r I I \ / \ /
1 NO DEVELOPMIFNT TO OCCUR WITHIN THE DUKE ENERGY EASEMENT PR1QR TO COMPLETION OF \ _
\ \ \ EXISTING 60' CHARLOTTE WATER - _ - _ - _ - J - \ ' / / C6NTRACTOR TO I \ / I 1 THE-POtERELOCATION PROJECT BY DUKE ENERGY. A TEMPORARY STREAM CROSSING SHALL BE ` • Q AS SHOWN
\ SANITARY SEWER EASEMENT _ - _ _ \ \ ' / I INSTALL OUTER PIPE IN I I \ ALLOWED AT THE ORSON OAKS CROSSING TO ALLOW FOR PLACEMENT OF\fILL ON THE WEST z
PLANTING STRIP, TYP. I \ / SIDE OF THE STREAM. EMMETT DRIVE WILL BE USED AS A CONSTRUCTION EASEMENT, BUT NO � i / •
CHANGE IN GRADE IS ALLOWED AT THE EMMETT DRIVE CROSSING. CONTRACTOR TO PLACE THE
/ f, / NECESSARY SIGNAGE AND FLAGS TO NOTIFY WORKERS OF LOW OVERHEAD POWER LINES. \ I �I' O >
119
\� E7
=555.51 \ / CONTRACTOR TO I 1 \ \ / I \ `ss� /
' I PROVIDE SEALED 8 I \ \ \ HUB \ O-
=554.93 J23 \ ' , / ENGINEERED DRAWINGS \ 1 / O \
555.18' / \ E 2
118 \S2 2� \ 100' BUFFER I / FOR STRUCTURES WITH I E 3 I /' (' /
E=5! 4.80 \ J21 \ Y DUAL PIPES, TYP. I �, OHL)
\ i \ do
=55 ,4 \ \ \ ' /'I I I W i PROPOSED GRADE \ i \ \ \ \
AT POWER LINE
00 CROSSING:548.95±
I
K55 FE=554.45 \ \ / I E5 \\ OH 7 PROPERTY LINE
FGE=553.28 / �\ PROPOSED 22' IRE/ I U/ i
PE=554.1 / 116 / \Qp\ \ ACCESS EA E MENT INPOLE LIMITS I
S J19 \ \ OF GRADING EXISTING POWER �
\ \ \
-179 / FE=553.72 / 22 \ / ` RESTRICTION (25') I I LINE TO BE / OHS
/FGE=552.55 / J //�� \ \ I RAISED \ \ \
PE=553.3 n \
STORM DRAINAGE \ / \ EXISTING 68' DUKE
LIJ POWER R/W I \ \ \ N
FE=553.25 \` ✓ \ EASEMENT \ / 549 `\ PROP/SED - SS
`SA FGE=5 ' J 17 LOCATION OF
K 3 PE=552.9 ... / / 78 _ 547 NEW POLE ' I 1 \ 1 / wool
\ $S2 /FGE=551.54 h� / / \ /� / \ \ , 1 I I \ /
PE=552.37' V \ \ \ \ I ± I\/ / 1 / / / \
�o� \ \ \ \ I \ i Il I / Q
FE=552.05
/ FGE=550.88 J
54.45 K51 PE=551.7 / 112 549/ SIRE ACCESS ROAD \ \ \ \ I / I `I� / °h� / 1 Lu o Q
553.2 / \ / , STORM DRAINAGE 4$ / \ \ \ \ \ \ / 100' BUFFER / AMENITY / / 551 (� n �' J
54. FE=551.29 _ / �+
/ / /' ss� J15 / / EASEMENT 5 \ \ _ 100'BUFFER /
� � r- \ , PROPERTY LINE / Z U a
/FGE=550.12 O / \ \ p1 \d 1 / / / I_I_I
FGE=553.19 , 111 _
m PE=553.4 / FE=550.76 / 32 J33 \ ' \ __ �� \ / / /
248 K49 \`/ FGE=549.60 \ \ ' \ \ BUFFER 547 \ \\ r' I 9 /,� J O Z z
S S,� SO PE=550.4 V-� ` \ >� 5 �•
550 ;90�/I P/ / \ - \ \ PROPOSED GRADE AT POWER \ _ �cS> / / / ' .trj�M Z LL
i b / 47 O S� _ LINE CROSSING: 548.50± \ I �`� / J %� J_
T\O<<FC� J13 0 / \ \ EXISTING POWER \ % f _ / 2 S/'� v • >
STORM \ `� / /rJ47 O z
LINE TO BE RAISED w V
DRAINAGE \ / i <
\ 7 / \
EASEMENT / � \ EXISTING 81' DUKE � � 545 i �
POWER RA*
O h FE=554.81 _ \ 5 et
_ / \ \ S ACCESS EASE ENT �. c�6 � p �
FGE=554.81 , / COMMUNITY \ % ,,,DB #32957 P _ - - _5 4 - \� (1) 42"
K45 PE=554.4 FLOOD FRINGE �\ / h�
�` � /~�. \` � CIRCULAR RC , COS �/ \ 60 \
FE=554 8� / J11 ` - \ FEMA FLOOD \ / /
\/FGE=554.81 \ . ' ROE \ /o o/ \ / (2) 24 \ , \ FFE=55f O
PE=554.4 / \ \� / O \ / \ CIRCULAR RCP ` ,
\ 0 0 1 0 FGE=55. z
/246 / _ \
BUILDING J9 v / / \ / 0 � /r ' o / / /�/ ,� TEMPORARY TIMBER OR STEEL \ �' \ f I E=555. p�
\ - \ d / PROP ED / S \ IDGE TO BE USED PRIOR TO �� \ \ \ 2
TY� o r / / \ HEAD ALL �� O E ISSUED BY USACE. FC--554.64
11 / 547 \ 0 0 o 0 o a\ o 0 0 o ego 0 0 00 0 0 0 0_ �o -O o0 0 ° o j O'� /
O ^ \ o 0 0 0 0 0 ° ° , \ / o \ / , E=554.30'
\
J /o G3 - PROPOSED CONCRETE 62 SCALE 1"=40
/ K13 / � o ( FLUME, SEE D�l"A1t O
h ` 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Vo 0 0 0 o I CREEK \ , U / FFE=554.2
/ \ / n 0 / 0 0 0 0 0 0 0 / //o -"o CENTERLINE \ \ > SHEET C-7?C1, TYP. \ FGE=553.70 'NOR
K9 S46 / ° / / I APPROXIMATE \ \ ' /
�4� K STORM DRAINAGE v \ / / / /'�j'0 0 %\� TOP OF BANK \ ' �' /' o� E=553.95'I / Q 40 80'
\l / t
FFI =5 86 \ ` EASEMENT I `0 / / \ \ 0\� _ _ _ _ _ \ / 0
> FGL=553. \ _ / ' ' \ / / (\ ° \0 ° �\ ` �rh / \ \ \ / / FFE=553.\` \
PE=554.53' r / / �� / / - o o \ \ \ /h0 D15 ` o / / \\ FGE=553.13
K17 \ 25'PO E FFSET / o
/\ 245 I / - \ / / / //� , o o
/ 7' CLEAR ZONE SEE / J7 -(� � / o
\ DETAIL SHEET C-701 , 0 ` /1 _ - - / /ji' r' 00 0 °
- FE=555.25 / 0 88.15'± - J- _ i / , 0 / . / - \
\ \ \ - �_ / O - , \ 64 \ 1 CONTRACTOR IS FULLY RESPONSIBLE FOR CONTACTING
- FGE=554.08 , 0 ° . / r o / / \ \ / Q 549 ` / J \ / . -
=554.91' \ ,� o / ' /' ° / ��!• 551 / \ FFE=553.19 D27 / J APPROPRIATE PARTIES AND ASSURING THAT EXISTING UTILITIES
� p- \ �� ARE LOCATED PRIOR TO CONSTRUCTION.
\ 244 \ \ / / / , 0 0 \ / \ / j/ , \ ° ' / \ \ ® - - E=552.86' V ' 2. CONTRACTOR IS RESPONSIBLE FOR PLACING BARRICADES USING JOB NO.
L / ' ° ° / / ' ' ' ° MATC JNE-SHEET C4 0 / / FLAG MEN, ETC. AS NECESSARY TO INSURE SAFETY TO THE
9 54.89 \ / ( O ° _ . \ \ PROPOSED GRADE AT , \ \ / / , PUBLIC. 41946
O J / / POWER L CROSSI'NG: 0 ) / \�2, D47 / / \ / 13 ALL PAVEMENT CUTS, CONCRETE OR ASPHALT, ARE TO BE
53.72 \ \ / / O / \ \ \j ' 45 2± ° 0 - - / / 'L/�C� \ \ \ v / / REPLACED ACCORDING TO STANDARDS OF THE NORTH CAROLINA
4.55' N / O // ` / J / �\ i \T , DEPARTMENT OF TRANSPORTATION AND TOWN OF PINEVILLE SHEET NO.
243 / ^ 0 0 / J5 �)48"RCP 0 0 0 0/6 \ STOR \ \ �6 5,�0 FFE=552.86 UTILITIES SPECIFICATIONS.
n \ .\ h� / 0 /� 2 36" RoCIB 0° / /5cj0 i / DRAIINA 6 \c` / FGE=551.70 C-409
/ O O / ( ) � 4 SHORING WILL BE ACCORDING TO OSHA TRENCHING STANDARDS
/ / S ME E=552.53' PART 1926 SUBPART P, OR AS AMENDED.
0
c
tn
2
U
c
0
0
w
m
0
0
a
a
T
c
m
0
a
m
0
0
tn
m
tn
c
m
v-
co
a
`o
m
0
3
c
-CL
�o
CL
d z
0o
-
02
c
>
m `o
a�
c m
m w
d oZ)
c
� 3
ZN
o 0)
� a
g x
°
o w
v- 0
m °
'=
a3
Y � o
U U
E
m c
w 0
c a
0
E a
U �
a �
m �
�U
O �
/ o
N
U
E
c rn
� c
o
C 'o)
m
a °
N d
H E
L
L
U
tn
a
rn
N
C
a
w
a
3
0
0
C
v
U
v
rn
U
0
in
V
T
w
2
U)
'a
cu
cu
U
V
C
co
L
Pin c_�.
Plan Sheet Is Part Of The Overall
Approval As Of The Following Date
11/19/2019
I-'
\>
' -/ /
- /
-----
,' I I
II IrJI\ \ r I
// I
Ji-
_ _
- - - -
W W— / W V✓ W� �W— — — W� — W W W
i /
' _ J INDUSTRIAL DRIVE ss _
i
(60'R/WMB. 14PG. 14'3r-
\ \ ----- \ sa-
\ - ____ E21 -
564
E19 ■ II \\ I I I/ // a r,__-----
�--1 \ \ �_'\�-1 `\ !
Ln \ \ L /
Ln I \ II N, �\=- _-_564_--------
ICO I \ I STORM _ -\_-
I - l
11 DRAINAGE
EASEMENT
Lu
ui
15
Ss4\_-
/ /
,
\ I/II
E 7
I I
I , \
\
U
I
PrROP�RTY
555
` /
/ / / _ _ _ I
I
I
LINE/ RNV
G
_ _ _
\NIF
U lc�i
1
\ - I
HAROLD F GRIFFITHS
\ N/F
1
Of O M "
/
N/F \ /
I
^
DB 18467PG. 513
I
DELINGER I VESTMENTS, LLC
� �
DB. 2�780 PG. 36
/ \ I I
EXISTING
U
� � O �
-1
1
1
\ \ 10 06/NDUSTRIAL, LLC^ - i
-
-
\
556'
1 / - -
_ 1 „ - -
PlD # 20508111 I
— I
PID # 0508110
FENCE
� _
w o
,
\ \ \ \ Ni1�42 PG. 3416 /
_ _ -
_
\
CD
I
\\
\
' SS�---
- --�---1 // -
I I
\
/ I
LU <
/' \
\ PID#20508107 /
11558--__-
----'- - �-
1
\
J I r
cn
.�i�LUU
I
\\ \\
_�'
I
-
- - -
/
1
/
/
\
-
I
_
13
1
, \ EXISTING 81' DUKE-
J
POWER R/W
56
\ J
\
I
I
/
W
\
� / I '�� I
MATCHLINE—SHEET C409
o
IN,\\\
, _ \
\
j °o �N CARp�����'�.
I
S
= 3 03
/4--
--- -� ����ST tiC ��
— 0 HE?,\� 11/2019
LEGEND
oE
700 MINOR CONTOURS o 0
N uj
U
700 MAJOR CONTOURS z 0
a) E
Lu
® PROP INLET
a �
13 SLAB TOP INLET Q w v "
0H—io
❑O CURB INLET a O N Ln o z cn
w O
YJ M
Om DOUBLE CURB INLET O cn o z z z
a v
STORM PIPE Q = w OO 0O 0O
0 U -
QQ STORM MANHOLE U) cc CD z Z z-- Z
o
a) o00
><--700 SPOT ELEVATION o CD U u U
w DOD
FFE: 700.00 FINISHED FLOOR ,0, � Q Q Q
ELEVATION o w
FGE: 700.00 FINISHED GARAGE O OO O
ELEVATION J a a a
PE: 700.00 PAD ELEVATION O O O
0
FPE: 700.00 FLOOD PROTECTION J M W W W
ELEVATION _j , ; -4 '
w 00
rr
0) 0) rn
FLARED END LL U) z .. .
0 SECTION W/ RIP RAP J z LL
APRON C7 - Q o N M '
13 OUTLET CONTROL o v a o o
STRUCTURE O� DATE
1211912018
U DRAWN BY
s
2
SCALE 1 "=40'
NOR
0 40' 80'
f
i
f
A. DALE
°C
DESIGNED BY
•
O
•
=
J. HORTON
•
O
CHECKED BY
•
o
C. TODD
• •
w
'L
SCALE
u
Q
AS SHOWN
•
z
O
•
>
O
1. CONTRACTOR IS FULLY RESPONSIBLE FOR CONTACTING
APPROPRIATE PARTIES AND ASSURING THAT EXISTING UTILITIES
ARE LOCATED PRIOR TO CONSTRUCTION.
JOB NO.
2. CONTRACTOR IS RESPONSIBLE FOR PLACING BARRICADES USING
FLAG MEN, ETC. AS NECESSARY TO INSURE SAFETY TO THE
PUBLIC.
41 946
3. ALL PAVEMENT CUTS, CONCRETE OR ASPHALT, ARE TO BE
REPLACED ACCORDING TO STANDARDS OF THE NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION AND TOWN OF PINEVILLE
UTILITIES SPECIFICATIONS.
4. SHORING WILL BE ACCORDING TO OSHA TRENCHING STANDARDS
PART 1926 SUBPART P, OR AS AMENDED.
SHEET NO.
C-410
FFEf=559.74 �- ►� , \ / 1 / i \\ /�/ / ` j OFF g IV - - - - - - - - '
I Q' - FGE=559.15
209 PE=559.40'
FFE=559.02
M33 / FFE=55�.0 0' 132 P37 �r ' / `��� CA
FGE--55,9.02/ ` - _ FGE=558.48 V E=560.02 / \ / "/" \� - O�\. R��
PE=558.68' \ 274 PE=558.73' , \ \FGE=560.02 / / 1 / J� - - \ `��cy ••ESS/Of,•••,• �iG'�.
E=559. � ° \ � � •Q r•
55a � \ ■ - _ - AFL
- - -
FGE=558.43-
- -
� 21 Qom. PE=558.68' � 283 FE=558.50 y 131 f °•' _ °J25 ' c5`� \ \ F of=558_58 - M31 \ ` i - F Q
- / FCC=557-92 FE=560.11 P21 1 - m -
-/ / _ � FGE-560.11 /
\ \ E=558.25' PE=55�.1 T \ - 1 -1�25- 124 � /123 _ -
/ \ , / ,i 273 �,\ E=559.7T �' _126 u7 a '''�''/�.��PHER.J ��0,`•
\ �b` c5` ►n/ FE=557.9 FFE=557.5 FE=557.09 I / a ��U�ii�nU�%%*
1 1' / 0203/20
FGE=57.65 ' \ / cS`� \ ° ■ 2Z FE=558.44 GE=557.9 FGE=557.5 GE=557.0 I FE=556.65
211 PE=558�k ' / 284 \ SS FE=557.9 '� 1�' \ \oo E=558.44 E=557.66' I PE=557. RE--556.76' GE=956:6 E=556.28
\ �\ FFE=558. I I I I PE-556.f32
\ �s ✓ g / 128 E=558.11'
\FFE=557.84 / FGE=557.37 \ � 1 I I � �- I GE=555.7 /
M79 F E 557 .1 % \ 272PE=557.62' Q FFE=559.3 FGE=558.8 1 PE=555.9 FE=55`3.66 119 `�
/ M / \ \ / A v \ \ \ PE=558.56' - I I GE 555.0 / / LEGEND o E
/ - 5 M� ' \ i / 129 \ 3E=559.3 \ 556 / / / ry 0
_ FFE=558.0 / \8 5� / � / Q l FORM \ - E-559.01' \ \ I / K59 / / PE 555.3 / 700 MINOR CONTOURS co
I FGE=55lZ.86 \ _ / S�� \ cs6,, P29 P25 P23 I DRAINA FFE-559. \ /
212 PE=557.70' \ �� \ 285 v \ \ \° M' I ASEMEN FGE=559.5 / / - /' $$$ 5=554.93/ r 118 / 700 MAJOR CONTOURS z o
I PE=555.18' E
U/ \ �\ / ) ?� - ` F5�31� FE=557.59 \< a I 130 \ E=559.21' J _� K57 F5 .80 w E
FGE=557.00 . \ I \ - = o
\O PE=557.25' \ FFE=559.5 - - - - - - /
_ O S PE=556.97' / \ \ ■ FGE=5 .2 ® PROP INLET L
1 1 - PE=55 .4
271 / / P31 GE=559.55 / _ _ K5$ Q
W U
M FGE=556. 9 / E=559.21' / - _
/ / / \ / _�- p 11 SLAB TOP INLET o
RE=556.92' / / 286 \ \ / ` \ Q s ° / K41 / Y _' K55 - - / _ LL o 0
213 / / \\` FE=556.88 \ \ �\ J \ d`sS• FE=558.14 OC'�'S�� / \ ° ° / /, K39 - / _ / FGE=553 O IIII
/•\ / -° FE-554. � CURB INLET � O N '� z
\FGE=556.88 FGE=557.56 ��'Lp l F PE-554.A
PE=557.8 P33 \ S F r ■ ' (3t- -) a W W W W
_ _ \ o.Q / y r\� O� \ / \ kSs Om DOUBLE CURB INLET O cn CD ,
CD
FFE=556.9� \ ■ R1 \ / \ \ / 270 / "�2 ti\ OP S�PEG $ /' \ / / yy5 _� \ / \ z v U z
FGE=555.81 \ M2 / 9� ` ■ \� GkO� 1 / h - a� X O O O O
c3` OFF 556.64' - �` �co0 \\P0 21 ' , / STORM PIPE Q U - Q U U U a
/ y \-- \ FG�57.86 I / O \ _0 W
ss / \ \. PE=558.�1' / \. OX l60 \ STORM " SS �� L / �\� ,�- O STORM MANHOLE aM CD
� �O O z z z 4
F --557.05� , \ \' 'l 269 / / / \ e \ / a" LRAINAGE I \ / / S� / L O O O Z
/ E=556.33 \ FGE=557.05 / \\� / �� ` E SEMENT I \� \ / \ �700 SPOT ELEVATION 0 o '-' U U U
/ FGE=555.17 \ �c / � � I O
\ _ PE=556.00 �, _ \ E=556. / \ FGE=558.08 ` \ �56 / �� \ COS / / / / / Lu O O O Z
545IZK
� ° ° ° o ° o \ - 215 - / / \ ��� \ c� \ \ p =55g g \ ,�\ / / K37 0.21±AC. / FFE: 700.00 FINISHED FLOOR w o Q Q Q
// °268E
Cos ( / / \ \` ELEVATION o w Z Z Z Z
0 ° ° ° ° ° o c3`> \' =556.4 �/ E=557 42 \' \ / / .�5 x / 0.19± AC. I / \ \ / FE=555.2 Q �
- 6 0 - \ 0 � °° \ \ \ F E-556.25 / O O O
\ - FI 556 085 4� COS `�` O BUILD PJ/G ( / / � OC � OC
\� \ ' �\ - E557.09' / h� I �� \ \ \ / PE=554. `� FGE: 700.00 FINISHED GARAGE
\ o o s I \ I \ \ \ \ / cS / 250 / K5 ELEVATION U W W W W
/ \ g c5s 0 \06± AC. I p . �O - . I / PAD/ P. 257 / SS \` ,/ FE=554 f15 J a a a a
216 \ ^ 289 \ \ / FGE=5 2
PE: 700.00 PAD ELEVATION vi W W W W
= \ /< E=557.94 / \ 2 , \ 1 \ 5 \ I ( FE=557.45 �� / / / PE=554. / H � U) �
S¢2 \ \ E-556.8 . / FGE=557.45 h \ \ ti ti ti ti
FG\E=556.80 \ \ / . ,/ , ° � / 249 / / I O , ] ,
=555.68 \\ �\ E�557.63' ro. ' / \ I� I PE= .1 256 // ,5- FE 53.77 FPE: 700.00 FLOOD PROTECTION W W W W
I° ELEVATION Lu
00
E=556.67 / c�T Q6 ti P=553.4 � N
- �- \ 0 / ■ . \ E=558.44 . , 67 \
I GE=556.67 `�' �i F O 0) O O
E=557 S :�Q O O O O
\ \ STO FGE=557.74 / ■ °° / � 24g Q � U
5562 . \ PE=558.11' \ / / 267 / I / FLARED END U. z \ \ \ \
� DRAIN \PE=558.5 K 5 PE=556.33' 255 A �,
23 / / I \ <<c / �� / 0 SECTION W/ RIP RAP Lu z LL Lu N N N N
�_ \ I SEMT �/ / ° \, E=555.96 / \` h ' Q � O O ti M °PE=§566.95' ` I / ) / / / N FGE=555.38 \ APRON C7 Q
rn° 47 Z O N M O
\ cS \ I APE= / I / >
/ \ �C , FGE=557\OS
218) � 1 E 558.47 / . � PE=555.6 / ° / � \ ' � � � z O
�j/ ` - 254 /
557.30 / / / / I \ ® �, OUTLET CONTROL G
\ 1 ,. I / ° STRUCTURE w DATE
PE=558.14'/ r ■ , \ / FE=557.8 \ - / E=555.27 / q
\\ \ \ \ FGE=556. / 1 \ ti, M5 FGE=556.21 I Cq� �ti FGE=55 69 r - ' K3b �- \ • / O
oPE=557. ` / \ O 4• /LL
��9 E=54 / / / /' 0. 7-/AC. / =557.5 `/ cc �F\ PE=554.9 ' I / SQ / �� �, 1211912018
o� I I Q /l O // `\\� DRAWN BY
y FE=557.05
.�/FE=55,8.16 ��\� FGE=553 / / / FGE=55.99 / K \
FGE=5,66.99 / / - \ \ PE=554.12 252 / ,
PE=5/57.8 I / / . /\ 264 / I\ / N \ A. DALE
220 I \ / I / I ^� / M
a0 / FGE=455.37 �2 SS3 / / FGE=553.85 DESIGNED BY
\ I \ FE=55 .28 / ° 6' / / PE=5 6.2 Q / • O
\X 5
I / FGE= 57.11 / ` / // I . \ \ \ \ 263 r PE=553.5 K3 / \
-� / \ / / / - ♦ / 251 = J. HORTON
PE�557.9 292 1 / \ 1 I \: / \� _ / / / 11 •
0 CHECKED BY
M �31 / �\� \ I 5 c� / I / // FE=558.04/ / L � .� ° \ o� \ I P6E=556.00 / ° 1 �� / FGE=554.07 / •
m g6 \ \ 1 I �� . h ` i V / i PE-555.6 / ■ K23 PE=553.7 ' / _
FGE=558.9 / / 26� / / ! K15 •
FGE= 7.11 / h ` / PE=557/7 \ o C. TODD
F�=555. \ /
_ / SS / / K13 \ >
PEJ57.9 / / M6 //FGE 555.89 21 • >
222 / , I 15 / �/ STORM ° �, \ PF�555.5 / \/ ° \ ® ' c° / SCALE
1 I \PROP�'SED ,� \ � 1 / 1 • / / / , E 57.75 �L / / �b � K9 =
\I\\\ \/ '� M13� \h / GE 57.17 AINAGE %s nb1 r ,� 1j 19
T E LINE / / FFE=55,8.02 / h h / \
/ I / EA ENT M61 - / 2� h� \ • a AS SHOWN
1 I �\� FGE=856.8 � PE=�57.42' 294 / \ \ / / FE=556.0 - / /� z
.28±AC. IP4PERVTOIJS AIjEA ° �� PE�557 9� p \ / /` G'` / / FGE=555.4 \ S FFI =5 86 _ J� • U
1\ WIT FLOODPLAIN. MITI A N / o o S \ \� / \'Li / FGL=553.
556.88 / r / ( PE=5 5 7 • 1
I� `T ` / I �223 ,� 4 / / \ 0. \ �iB.q K17 \ PE=554.53' >
P OVIDE 2.03+ A FSRE O CP ` / °
/ /� � \ � � - I \� / GE�556.30 ��'L\O / / 260 / /
SAME 0.531: A `OF / / 1 Y / I P PE=556.5 / J 14� / �' / r \ ' \ / 245 •
/ \/ REPI` NTING FOR UFFER S I / / �/ III / �. 295 / o ° ° \ eA / I FE=555.46 `
MITIGATI N. S E ET L- R / // / ^� h� FGE=554.87 O
I/ ,S6\ FE-556.62 , /
FER IM \ ENTA OTES. \ / \ / I 5y5^ /� \ \ / / /
\ FGE=555.4 / 259
\\ \ \ I ��/ / I SS 1 / 6 • ° ° / .: / F�E=554.08
\ \ 20 RM
\DRAWA o
EASEA�ENT o ° D INAREI
/ I \ � G PL-557. O /\. S / _
I ° \ ( \� �� `\\ o 17z \\ I\ \ \ I �/ / I 9 S PE-55�� 59/ �7 // ° / /°°I / / - \ \ I
\ 0' EASEMENT r 2211 \ / 2 > `\ \ , ■ . FE=554.89
CL
o \ V\ 1 \ o l0
\ \Q \ 1 \ ° IO \ 1 / I \� C FEE=555.49 / ` ■ / FG555.68 / h / 1 \
°O 0 \\\I o \o \ \ ! M5 1 \ ` I 1 1 225 e 6.3 / / c3`Q „\ 73 / PE�555.`� 2p8
\ \\ \ ° � \ \ \ I �
\ I 1 ° \\ 1 �° / FE=556. 9�
\� 0 11 �\\\� \ I \ \_ "� \ / �
\ o I \ FGE=555 13 6O / FGE=5 5 8
\ \ \ °0 \\ \ \ 0 M \ 552 \` \ / s / \ PE=555.9 / PE55. 299J / \ \23 /I/ / /�` \ 242 /\\ 4��° %✓ �4�^
\ ob�
\ \ \\ 00 / Ln
\ '�l a/4/
\ \ h \ E-5 3.83' \ /
o \ \ L19 \ K3
o � o \ \ \ � �
S
\ �� 1 \ �O\ ° \ \ \ 7 \ �� \a / _ FGE=554.39 _ `ss
o 10 \ 0.6r± TREES VE \ PE=555�L _ \ / , / F,FE=553.7\ ^ / / \ 0 \ �\q6 / ° / \ \ / \ \ \ s \ / / \. v�
0 b \ \ \ \ o\ / \ / \ s� \ ` \ 228 \ \ \ / \ 553 ,/ �/� FGE=552.62 \ �� 0 °�
\ \\� \ ` I \\ / ° / \ \� \ / `c' \ \ \. / FE= 55.18 \ IL29 O z 7
\ \ \b ° �� °0 'o /" �\ \ \ / � � sSo � � . - _ � /AGE=554.0 SS - / 240 15' TOR � z J L
� I / I \ \ \ ° \ i- ° w o Q
° � l ° / / / 1 1 �\\\ o Q� 0 0 / \ Sj \ `
° I O I �\ \ o d- O 0 `\ \ ` ■ \` / S ' AGE=552.3 \
\ \ °\� \ ° o �o o ?' CLEARZONE SEE \ / FGE=553 65 % S2 f / / z U a
\ / DE�f Ib�HEE C-701 / - ��� - ( \ PE=553.17 / i w
O \ \ o s / \ \ \ . a 230 _ / L.3 \ 239
\�O o J �
0\� / ( ,� I \ \ - FGE=553.2 /� \ / / 1 O
I 0 / / / ° \ `\ \ \\ \ / ` \ \ / , ' / / / \ FGE=552.2 \ Z
I 0d l / / ° o ° yy3 . PE=554. _ � \ E=553.05' h� / `
O /�\ \ \ \ \ \ \ \�\' ° \ \ \ \ \ \ / ( 552 E=552.9 Z J
o\� ' 1 ' / ° \\ \ J \ d \ \ i
\ / \ / - / f / FGE=551.7 \ ° / / / U -j
/ \ \ ° 0 \ 55 - GE=553.23 \ _ / • / _ L.L
/ ° ° y \ \ \ \ 1 - S \_ g - - FF E=553. \ �\ E-552.62' / i
o\ \� 1 `° \ \ \ \ S - - E=546.6 / / 0 W // n�
0 / 7 233' / FE 553.85 0 / w L� Z (D
/ � � \ � 51, nj r GE=55118 � /
°o \\ 37.69± A RES \ sR� o ° < \ - \ - - - \ �( I
\ / 4� FE=553.55 GE1552.1 /, o /
\ \ 0 \ \ / - - - - - - PE=553.5 GE=552.38 L PE=5g16.6 \ a i / W
UN TURBEa\ CO ITY ° 0/ / \ \ 550 °
OPENS E OD FRINGE 0 0 \ \ PE=553.21'CL
I 0 0 \1 \ _ 542 \� o o
�\ ( 0 54E\ OACHME'NTL NE \ ° ° \ \ \ \ L�
\ \ 0 1 \� FEIVIA�FLOO� \\� °i °
O O
\ 0 I \� �oy40_ _ \ FIR \ s�� / J S�� \ \ \ L5 o
\ °° \ \\\ \
\` N FEOODWAY 00 \\�\�� \ \\ \\\\ \ 00� / \ \� 6 /
\ S \ \ \� ° / - 5 / / / / Q
\ \�� o � \ /\\\�� 4 SCALE 1 -40
vvv\ \ \ o \ °0\ \ \� '\\ \\ \ \ \ b I \ \ \ \ _ _ / / �I 1 / 547/ / _ / _ 545 0 ° ° 0 % _ 547 544 / 0 40' 80'
i
�� \ \ \537 ° L Y 0 0 o d °\\
/ o o \ \ \ \ d 0 o 0-"
U / / r
ZZ
�\1.28± AC. OF [NIPERV S AREA \
\\ \ G 60' CE\ \\ - - �\O� \ \\\ \ \ ti 1 /ioy o o / b 3. \ / / / / WITHIN �PSODP I MITIGATION /
I \ , ITARY� i - °�\\\\ \ \ \�\� �0 \ \ / / O \\5 \/ / / _ - _ - �6VIDED B 2.0 ± AC. OF TRrE / \
i - \ / 1. CONTRACTOR IS FULLY RESPONSIBLE FOR CONTACTING
J \ °�� \ O \ \ \ \ cs / ° 6 \ \ �\ SAVE AN U.53t AC. OF / i APPROPRIATE PARTIES AND ASSURING THAT EXISTING UTILITIES -
J A'SE NT �� \ \ \ `\ I IO o Q 1 / \ / - -EXISTING 81'
° i ' ' / REPL ING FOR BUFFER - - - ARE LOCATED PRIOR TO CONSTRUCTION.
\ ss ��� \ \ 0 \\\\\ \ \ //�-j/ \ I / �0 9 \\! / / DUKE POWER R/W MI I ATION. SEE SHEF�L-200 FOR i / \ JOB NO.
cs ° \ \ \ �h ° \ / OBUFFER IMPLEME TION NOTES. / 2 CONTRACTOR IS RESPONSIBLE FOR PLACING BARRICADES USING
\ \ FLAG MEN, ETC. AS NECESSARY TO INSURE SAFETY TO THE
O�\� Q \ \ \\\ ` \ \ \O O \ / J / // 5� O ° i \\ \ /\�� " 41946
PUBLIC.
I \ \\ 1 I W O \ \� \ �\ \ \ O ° \/ I ^ p ` �3. ALL PAVEMENT CUTS, CONCRETE OR ASPHALT, ARE TO BE
����LLL \ / O O/ / / \ // / / / � REPLACED ACCORDING TO STANDARDS OF THE NORTH CAROLINA
O �\ < O DEPARTMENT OF TRANSPORTATION AND TOWN OF PINEVILLE SHEET NO.
°° O ° \ J�'
/ a O UTILITIES SPECIFICATIONS.
°O O\/ / O O p\ \�`i/ / - / - 4. SHORING WILL BE ACCORDING TO OSHA TRENCHING STANDARDS C-41 1
/ PART 1926 SUBPART P, OR AS AMENDED.
0 n.
50
o O
z
O
02
c �
T
`0 0
-0
c m
m N
n. o
c
C� 3
Z O
O m
2 a
g x
1--
0
QY
o •3
a
•� wL
U O
0.0
Y 2
2 '�5
coC
Y U
� o
E c
0 f0
-0 m
�0
m -0
•U �
o
N c
w.
O U
-0
C to
(0 �
y O
O U
c0
Q O
y N
H
L
38/.17 RES
A \
S ° D/\ o
o 1 II / -- - -- _
-
\\ 32.73±ACRES D��,� , \ \ \ \ o o ° P l 1 I I \ _ r - - 1 / `,`��unni►iii��i
/ UNDISTURBED ��% I o p a\ p O /o / / J ��j5 _ _ / / _ - - / -1 1 `,��� `�\ C'4/•�OC''ii��
/ OPEN SPACE / \ p O \ 0 ° i o / / ` / - - - _ _ ' �/ i ���� �' ••••• SS / •• ���i
60
pop �° N 0°OOo�o �\ -5 0
p ° p 9 p / p p ° / - - 552 �j's,
\ 1.28± �! F I PERVIOUS AREA p6 p / 0 Z / 0 o I NE
WITHIN L PLAIN. MITIGATION 4- - i �/ 0 o / o �o \ p / h� �- - �� •••..,,,..•••
�54 \ 545r / p /° 1� / o \ I , ` I ( h / '� OPHER
PR VI ED BY 2. AND
0.5 ± TREE r / J / `� / 1\ \° o o p / / l I / 1 / �� \ \ '���11111tlrn►1�`02/03/20
SAVE AND 0.53± AC. OF / p
REPLANTING FOR BUFFER P1 / °/ ^ p / p ° \ \ ° 0 0 0 0
MITIGATION. SEE SHEET L-200 FOR \ p 0 0.88±AC. I / /
PROPOSED 20 ° / / � \ o ° / I/
BUFFER IMPLEMENTATION NOTES. / o TREE SAVE AREA I / /
/ \ / SA EASE ENTSEW 0 9 / /�P p / - \ 0 ° / / I / / / / LEGEND
/ / y�5 \ / EASEMENT p/0 / / p \ / \ ° 0 00 / / J / / / / o E
/ \ 15' STORM 0 / o° 0� ° u' \ / / I / / / _ _ _ _ / / 700 MINOR CONTOURS o u
DRAINAGE O / p o Zy - '� \ - _ \ U
/ / / \ \ _ 54�/ N - - _ - - _ - - - / � 700 MAJOR CONTOURS z 0
0 \ EASEMENT o � o \ � g _ � / i /
SEC%/ / 0 ' 0 \ \ ° / ° / °i\ \ \ \ ' i l _ _ - 553 - / a) E
BEE; �� 109 �/ 00 0 ' 0 0 \ \ ° / o I \\ I - / Lu 4-1
® PROP INLET
FUTU�6E 6 3 � ro cp�1 � h� � � � \ sQ o / / I 0 / � \ I \ \ � � R / / \ ~
C/Sto
EBF` Lo \ ° p / J ° / ° ^ \ / / / // � // / -555 \ \ 13 SLAB TOP INLET o �WV,� v �o
/ 0 p / / p / o / \ / \ / I / i / w LL �
/ FEMA FLOOD \ ° o / o ° / 0 y \ X / / / / \ Q LL L Z
c / o o/ % / // \ i / ❑O CURB INLET a O N
FRINGE p p / p 0 j\ / / � EXISTING 60' CHARL�TT WATER - ' / - _ _ - - / \ ul a� i° 0 Z
/ \ / p _ - - 0 0 p p o o p% / p p / \ y \ SANITARY SER EASEMENT I / i / - / - - _ - -554 - - / \ 0 DOUBLE CURB INLET � -'I-
0 W W W
/00 / \ ,% f 0 / p /r / // 7\ \ \\ �h� / // I / ___--- �W Qo U z 0
oo A A / p ° I �V J✓ QZ w UC�UU
p / / / \ / / \ �a (,x � 000
15' STORM 0 p / \ S / ° ' / \ \ / / /' / HAROLDF. GRIFFITHS \ STORM PIPE Q U � 0
sr f \ _ _ / D.B. 18467, PG. 509 -0 0 uj
U DRAINAGE 7' CLEAR ZONE SEE a p o \
EASEMENT ' 8 0 \ \ \ \ /' / M.B. 14, PG. 143 / \ 0 Q STORM MANHOLE Z Z Z p
DETAIL SHEET C-701 0 S / MNJ�INI ► / \ 6 1 I / PIN: 205-081-13 _ O0 '-' Z) z) Z U
��,ujj
°�5LO F NGE{ N \ �/ / \� �70o SPOT ELEVATION w- R1 -� - �_ _�\ - I Eno zzzQ
Q 5i /� ALISTAIR AVENUE \ - \ / i - _ -555 w ' ' FEE: 700.00 FINISHED FLOOR Q Q Q
552 - - - _ CD
R3 -�'S �, I / / / / \ 552. ~ ELEVATION
ui
100' BUFFER O O O
I SS
w FGE: 700.00 FINISHED GARAGE P3
ELEVATION u W W W W
' P5 /
�\ / \ \ / / \\�U) PE: 700.00 PAD ELEVATION uj 2 2 2 2
I I I MI I552 - 31.TI1 ' IPE=5`'I 4' I III 15� I I �c1S�j / i I4III1Ic1�r jI� \ FI I II I IP/ II I pII�PI
/ - I AAG� •556 P7 \ EASEMENT FPE: 700.00 FLOOD PROTECTION }�CJ
Jm
~ W»^+ �LLW \W»^'
+I MLONO�LW ro � � � �
PROPERTY ,y-N
/ I1I\ I/ / ELEVATION � -1 �O 149150 148
151 FFE=555.1 PROPOS LINE FLARED END LL V) zFE=555.4 O O OFE=554.9 5.1 TREE LI SECTION W/ RIP RAP W z w N N N NI GE=555.4 FE=555.17 L152 E=55.80
FFE=5GE=554.9
E=554.66FPE=549E=555.12 GE=554.5 APRON Z O N M O
1 FE=554.2 GE=554.6 PE=549.0 E=554.8 "w1 =555.49 tp ; O N
FGE=554.2 E=554.28' M o o oOUTLET CONTROL
155 CC E=553PE=553.91' PE-549.0 �
554 PE=555.1 a
FGFE =59.0 DATEO
5 o =555.74 E=.PF549.0p Z553015 017 GE-554.5P9 12/19/2018
PE=5490- E= U
553
145 DRAWN BY
100,
Oil _ I _ p - 016 `SS FE=556.15 �/ \ /\ n / / / / \ \ - - - - - - ' y5� / / / / A. DALE
019 FGE=554.98 l / I I - ui
\
5 _ PE=555.8 ' \ / / / \ \
�J. \ cP I i � � � i oC
�
/J
Ceop'RKIN/ \ \ •• ••
U=o
JD. ESHIOGNRETDOBN
/
0FE=556.42 too,ORM555 FGE=555.25 CHECKED BY
56 PE=556.09'
A / C. TODDEMENT 0a
55454 021 SCALEE=556.66' Y
GE=557.7 I E=557.05' BUILDING N
143 / / / •
555 E=557.7 I I E=557.40' 194 PAD, TYP. O ro FFE=557.11 P11 U AS SHOWN
\ / /
3E=557.73I 195 I STORM 077 FGE=555.94 / ` I �Zy / / 1 \ \ / J Q
FFE=557. I E=557.40' DRAINAGE PE=556.78' / / \ \ I / - - _ - 56 ^ • O
FFE=557. FGE 557. I 196 I I EASEMENT ` \ / / �' i�
FGE=557. PE=557.27 I I S \' / \ I \ �0y60
.
FFE=556. 4 I I PE=556.90 I 197 I I 0.120 AC. 079 O'v / I I \ I \ \ 1
FGE=556. 198 I I I i _ /
IPE=556.50 199 I I I I I I I I -/ N ` 3E=556 0/
200 5 142 \ L �� �560 O
\ 1 I � I I I I - _ _ � I E=556.88' � 1 \ � / / � � 1� \ I � \ \ � / V � � '=
1 I I III oat - $ A
551
I/ 557 O 5 0 4 FFE-557.69141
83
55 1 FGE=557.11
II 556 _ - i 1 023 PE=557.36'
556
N 1 06140 S
FFE=558.
5 57 I \ _ E
I I � O � FGE=557.48 1 lrjcS � '� 193 I 1S - PE=557.73'
192
191 -- - FFE=558.5 ■ 558
5 I I I FGE=557.3
73 I 190 I FFE=559.0 I E=558.22' 0 FFE=558.55 139
.GE=557.8
189 FFE=5593
II I E=558.67' FGE=557.97
188 I FFE=559.5 GE=558.2 I I 1 PE=558.22'
GE=558.3 E=559.04'
1 -- - _ 0
187 I FE=559.5 I I I 1� � 1 � \ \ � / - - - - -
E=559.23'
186 FFE-559.3 I GE=558.39 / I 1 \ I / _ _ z
E=559.23' S5 STOR 138 /
_ _ PlD # 205�7- -
185 I FFE=559.0 I GE=558.1 / I - FFE=559.05 �� I / _ F J
I DRAT �1GE I - 1 I I \I I / / / HAWL-0FGRI l TRUSTEE
w Q Q
184 s FFE=558.7� GE=557.91 E=559.00' I I / FGE=559.05 N - �F THE HARD RIFFITHS z of Q a
EAS��gENT -� / /
/� C` 02=__ 1 PE-558.72' I _ ,� 1 I I / / _ - - REVOCA L UST _ 5E U
s FGE=557.5 I E=558.75' � DB 274 P .a6s w
I FE=558.3 �I PE=558.38' I N29 O� vG I _
FFE=559. GE=55.03' I CEDE' I O31
1 'E=558.03' I �' 559 m \ I / - - _
FGE=558. I '( G 62. _ MB 5 P U Z
m PE=558.84 N37 __-�- 5 137 w ~
558 FFE=559.55 1m / 1 \ I / / / J J OQ Z
FGE=559.55 IN I \ 1 6^ / w
35 PE=559.22' (.0 CIA'b ' S63i Q
1 N35 _i _�" 1 4 1 1 �' �- \ / / / z LL 0
O _ 1 \ � (%� J <
59 559 136 1 I 'OS' / \ C0 0 / / / / / / I J v , > L.L
RM , 5 FFE=559.51 33 W1 = I 1 l \ / /
/ FFE-560.05 I / / I / 7 0 � z
j DR INAGE 278 J� FGE=560.05 �� / _ z
j\J27 FGE=559.51 U g \
MENT (l PE=559.72' _ I 0 55 / / I / a
PE=559.18' I j i (` \ I I I ---�
� N2 / � 1 in c \
-564,
N17
o1 135 P15
■ 1 FFE=559.72 279 1 -
FFE=559.89 FFE-560.09 1 N L / 35' BUFFER
5_558 19 1 2 GE=559.14 1 ■ o FGE=560.09 s '-"� _ '
F N N2 E=559.39' / 277 FGE=559.89 W1 � 559 � �
3 / / 559 I / U PE=559.75' \ 560 -/ / I 0
Y FFE=559.98 1 1 I 1 1 - /
_ I
� 4 FGE=559.40 280 _ -
207 PE=559.65' FFE=559.89 1 / 1 134 ` \ 560
GE=559.31 FFE=559.63 FFE=560.23 559
/ i FGE=559.05 \ FGE=560.23
i 1 E=559.56' 276 `
/ PE=559.30' PE=559.89'�y
FFE=560.36 SCALE 1 -40
1 08 FGE=559.78 1 1 281 1 / / \ / \ COS / �562
I J1 PE=560.03' I FFE=559.56
U / FFE=559.51\ 133 \ / P35 558 560- ��. ,
FGE=558.98 , �\� FFE=560.23 STORM .561 / 0 40 80
/ / FGE=558.93 \
` & PE=559.23' O �� 275 \ FGE=560.23 / / DRAINAGE ` �O� - 556 9 9,
W i / 559 cl PE=559.18' \ / -- _ 55 \ - _ 5y
m / 0')
- E=559.89' / ,559 EASEMENT
�1/ FFE=559.74 Y1
FGE=559.15 L%
209
m ■ �\` \ \FFE=559.02 132
FGE=559.02 FGE=558.48\ILL
-
/\PE=558.68' / ` \ 274 PE=558.73' , \ \FGE=560.02 / -
� ���- � 1. CONTRACTOR IS FULLY RESPONSIBLE FOR CONTACTING
n � � � S' � � � 1 _ I r I o � SS6, APPROPRIATE PARTIES AND ASSURING THAT EXISTING UTILITIES
a / «E=559. -� �" ` 1 _ -/' I - ARE LOCATED PRIOR TO CONSTRUCTION.
_�FGE=558.43 / �/ \ \ \ , '� I I I J� \ SS\2. CONTRACTOR IS RESPONSIBLE FOR PLACING BARRICADES USING SOB NO.
m \ 21 Q, PE=558.68' , % 283 FE=558.5\ 131 I I I I _ \ J25 CS` FLAG MEN, ETC. AS NECESSARY TO INSURE SAFETY TO THE
j- FFE=558.58 M31 \ \ S\ PUBLIC.
�` i \ FGE=557.92 \ FE=560.11 - P21 I N E E I I 41946
7 / / �•-- GE=558.58 FGE-560.11 / 1 4 I `\ \3. ALL PAVEMENT CUTS, CONCRETE OR ASPHALT, ARE TO BE
,`nc� VE=558.25' , PE=558.17' 125 123 REPLACED ACCORDING TO STANDARDS OF THE NORTH CAROLINA
273 \ E=559.77' / / /' I 126 I 122 I / / SS3 DEPARTMENT OF TRANSPORTATION AND TOWN OF PINEVILLE SHEET NO.
\ \ \ S UTILITIES SPECIFICATIONS.
FE=557.9 FFE=557.5 I FE=557.09 121
�` FGE=557.65 / - \ ss ■ IFE=558.44 GE=557.9 I FGE=557.5 GE=557.0 I FE=556.65 / / 4. PROBING WILBPAR CPORRIAGTO AMEONDEDTRENCHING STANDARDS C-412
ART 1926 SUBPART , O S
0
c
U
c
0
O
w
m
0
0
a
a
T
C
m
0
a
0
0
c
m
tn
c
m
v-
co
a
c
`o
m
0
3
c
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
L
m
0
C
C
Q
a
a
0
N
O
N
M
N
0
0
a
0
a
3
a
0
0
0
U
co
rn
U
m
0
L
C�
C7
N
(7
T
:E
m
LL
a>
rn
c
'2
-O
c
U
0)
V
O
m
° o� / �\� / / \��
° \\\ ° \\ / \ / \ Rl
20' STORM '\ �`� \� .... A NO
�// \ / / / 9ASEME-19T�' FESS/O
\� \ DRAINAGE h
\ \a\
- - -
//� I
o / AL
° qL
t28± OF IMPE VIOUS RE ITHIN \ 60
I
I \ 534t� \,\o ° PLAIN. MITIGATEN.
PROVID Y 2103± / _
\ o �1\\ I o O EE SA 53± F RE NTIN6j �-
/ ° \ 1 0 0 / R BUF MITIGAEET L- 00 F / Op - / 552 \ - ����ts� '••.......••' ``���
// \ o l� BU RIAAPL NTATIO 547 _ , / �•,,PIHER``��•�
02/03/20
0 ° 536_ ° I I �
- N
' \\\ ° \�� \ � / o
\`\\ 535 \\\°° �- ---/�\ oo '\ LEGEND N
0' SW F\ / -\ o � ° / \ \\ ,5 / 1a 155- F 55 p 700 MINOR CONTOURS o
' \ o o °\\ i / f / /, ' \ - 1 1 1 1 0 �1 FFE=553.5 FGE=55 .8 1 N
\\ \\� - - _ _ 537 \/GE=553.5 1 PE=5 .54 1 z o
0' STRE IDE Z/ / 53\ o o / \ _\ / o '� 156 1 17, P 549.0 700 MAJOR CONTOURS E
45' MANRGED/USE ZO / ° - - >�\� ° 157 FFE=553. 1 O- 1 PE=549. 0 1 w
\ / \ / FGE= v ❑❑ PROP INLET =
o \\ / \ 1
\ - o 1 1 1 158 FFE=554. - Q 553 _
- ' \ o _� 1 159 FFE=554 5 P -53.27 �1 \ Q w U
UPLAt NE I VARIES '� 0 0 538 \- \� / / / FGE=552.8 9'' ° - w Lu
- ° c, 041 1 1 PE=553.73' 1 I?�E-5f19.0 10 01 6 0
3�. / ' \ o - / 554 FFE=554.9=553.3 / / o LL -
\ _ _ PE=549.0 13 SLAB TOP INLET
538 \- E=554.19' i �� o 0
\ / - FFE=555. PE=549.0 ' ❑G CURB INLET o O N c� c� c�
��` 1 GE=553 1 1 Q z
_ / \ \ FGE=554.5 1 PE: Lu u�
E=554. FPE: 54T w w O � � � I
FLOOD Y o_ O PE=555.38 O �\' ® H a W W W W
\V_ A \540� -' PRO D // / \ 16� - PE=5f�9.0 1 0 / , / �0 13 - -CEDAF 0 DOUBLE CURB INLET (3 ~ cn ~ Z Z Z
_ o / \� EE LI g / FF -556. PE-549.0 / / o= �. _ z O o
0 539 ���� \ - / 089 Wx a OOOO
�t=554.8 \ �
o / / � v � U
0 _ - _ o E=555.70' 5 554 045 +rm�GE STORM PIPE Q a L
\ o _\__ / i/ 4� ^ 162 E=549.0 \ 5� _ w w U U U U
i
° / \ - 541 / h / / 55 d _�' EASEMENT U p O'
o ��o �/ FFE=556. -=_ 065 o lLl
o 0 - \\�\ / \\� , h� FGE-555.1 \ \ / '046 O o� STORM MANHOLE Ln 0 Z Z Z 4
o / / \\ o \ _ / cb / E=555.99' \ p�. _ _ � _ _ � oo U
/ TT `--- _ �700 0o U UU
o\\l i S- E=549.0 � 047 � 53 E ° ■ � SPOT ELEVATION ~
541' 163 Ss / ■ CEO % ` 0 - � w O O O Z
0 0 \� / c FFE=557. 553 f FFE: 70 0 Ln ^ z Z Z Q
\\ o FGE-555.90 \ _ / i F w J Q Q Q
/ 0 0 FINISHED FLOOR
PE=556.73' , 085 ELEVATION o w Z Z Z W
° E=549.0 / E: 5 T FGE�557. Z
° \ o \ \ - \\ \ (p / \ PE: 5 1 FFE=556. 4 1 PE�556.90 O OR O
-54>� \ D� / /, _ - _ / : 547' o FGE=556. / FGE: 700.00 FINISHED GARAGE O
\ o / h O - 164 1 FFE=55 6 pE=556.50 OC OC
\� \ \\� _ - \ GjS� FGE=55 61 1 199 I ELEVATION J
h� FFE O / `556 FFE=557
/ AGE-556.13 \ O49 / 5 - 1 PE-556. 3 /
> ° 55 � 1 FFE=55 FGE=557. 1 200 Q O Q
PE=556.96' j / / 1 PE=556.9 201 1 1 1 PE: 700.00 PAD ELEVATION � �
0 �i COMM ITY \\ _ 5qq - \ / / E=549.0 / =55 9 1 FGE=55 5 / / 1
_ ENCROACHME9 T LINE FGE=5 1 PE=557. / / p
° o\\ \ / - \\\ _ - y -\ \ 45 / , / / =558.6 PE=�57. 1 202 1 1 1 I FPE: 700.00 FLOOD PROTECTION J M W W W W
�/ O \\ \ / h h / a° GE=558.63 1 1 1 J
0 1 203 1 1 ELEVATION
° / \\\/ _ _\� 545' 165 \ / ° / = 58. 1 E=558.30� / 1 w c°
/ FFE=557. , / c\I
o o \\ 1 / �/ r p p FGE=558.7 PE=549 0 204 / J Q� U 0) 0) 0) O
/ \ \ 1 �� FGE= FLARED END -4 -4 -4 �I
O `/ \\\ - - / \ \J � 0 0 0 - E_ _.95 _O _ 8' li z O O O O
o / ��RBED
o o 0o SECTION W/ RIP RAP w zw w,, N NNc __0 ° UN/\o ° \ h�O ° o - 2061 1 071 APRON Z Q J Q Q) Z � M
OPEN SPA 0/° \ h ° 1 1 _ H > \ \ \ \
° / _546- � � ° o °��w �OCOO N
FFE=557. _ - - 1 1 1 _ 1 ' OUTLET CONTROL o rn o o 1 O
\ o 0 0 0 0 0 0 0 o I I- 1 I �n 166 FGE=556.58� 5 i 1 -� _' STRUCTURE
�\ - o o P ' ■ _ O DATE
f / o o PE=557.42' I\ N _ 1 �- IL
�' 1� 0 , / ,�\�' ° - _ \ / - I -FPE=549.0 p 1 1 - Z
\( �� o o \d / /d D63 a 12/19/2018
I I \\ 0 " I I o � /\ /o ° � - - - - � - - � _ i U
/ 1 / 5 _ _ _
\� f °o� I' o ° 0;� /� / I _ -
\� O 0.11± C. -� DRAWN BY
o / \ ��\i / o °o �/ �p�6 / - _ � � 053 • h � 087 \ �`
o / / /° \ %\ ��\ \�/0 546' / / _ - - - - _ - I - - - - - FFE=557 84 - I ° I a 5 / A. DALE
/\' o o / / / 167 FGE=556.67
o o / - i TESSi'
o��/�/ / / / o� ° / / / / _ - (�1 _ o Q3 ° - PE=557.51' - ,n� _�122� KIWI _ 051 1 18( O DESIGNED BY
o �C ' / /5 , / , 185 • = J. HORTON
_ o Lo
3 �� _ O 1 •
^ �M - s -
\ 0 / / / / // \ 6k FLOOD FRNN'GE / o\ o / / / / / L O / 1 184 FFE O
/ I - - - - - - 1� 1 I, / S� FGE CHECKED BY
FFE=558.37 - r � t! 559 183 - - cA 1 FE=558.3 pE= • _
o \ /o / / o / / / - 15' STORM - 168 FGE=557.20 \ G�'( 059 _ 1 1 1 _
\ �FEM OOD / / / I __ - - 182 FFE=559. •
\ ` / / / / 7� �/ / /2RINAGE i E=557.19 o C. TODD
\ \ / \ / \ o p / / / -=558 03_ _ i STORM E=558.03' w
/ O / o/ F / RINGE \ o / ' / EASEMENT J - -55 057 t FGE=558. 1 1
0 0 / �,CiT / �/o o ° / / , �9" / / DRAINAGE 181 1 FE=559.4 / • >
\\\ o o o /\ / �\\\,` ' Z� /a / �y �i / , / 5 , / 1 , / - - EASEMEIV� _ GE=558.29 1 PE=558.84 , / SCALE
\ o \ �� T 'Q o / / / / / / / \ 1 - - - - - - - `� - 180 _ 6� 1 FFE=559.8 1 =
�\ o/ , / COS cb 1 1�1 G558.6 E-559.12' / / / • AS SHOWN
o / / �S' / 0 / h 179` FFE=560.2 Q
o / / F / / / ,550 / / / _ i / 0.10±ACh E=559.52' / • z
0 0 / / / \ - l i / FFE=558- - FE=560- GE=559.1 1
/ � Ln Ln FE-560.6 1
/ o ° / / F� �\o o �5 0 0 0 4� / / / / / / ` I- - CzE 5Z62 - \ _ GE=559.43 E=-5 / O
° / / / / / \ _ - Q5 169 PE=558.46' - BUILDING GE=559.43 - / /14
� \ 0 0 0 0 0/ / / / / / � \ PAU'TYf� 5a 1 E=560.27' 1 � , - � �
\ ° 0/ // \� / / // �� °/ %' / / / / / // �__-
o ° / o / \�\/ / / / / \� o / / , / 552 / / \ s �:• sc3`cP ■ - \ \ 560 \ - O
\� 0 /� / ��/ " \ o / / / / / L - 556-
o /\ / ° / / o �1 / / / / / / / / / FFE=559.15
\�� �� ° N N17 N
o / o o / / / / / / \\ o / o ' S / / � � / 53� / / _ - - - � � 557 �� AGE=557.98
/�, , / / o/0g/ /� / �- / �5 /r /� 170PE=558.8'� - _�-
h�\/ o 00/0 / /� hN / ' // / \ I \ _ / c5`�`� \\ 559 -_- ■
0 / / \ ° 19
CL
0 �\ 36 / / o / / / / - / /5 / I �: FFE=559.89 I��, �!- , N31 1 5`558 55
- / � / � \ I 554
/ o ° / / g� / / i / �` \ /'� / I o r 0 ° / / / / �, / ' - / ' S5/ / I \ \ Q7 . �° / FGE=558.7 - / (50' 555 •�
- / / o / / / / / 6 / 5 \ / / PE=559. �/ /\ \ / / FFE
/ / ° / �53$ �/ \� _ 0 , / / /5 ,/ /�' // \� S ` 171 4� \ �4 F6E
0 / / 5 _ \ Sz E=559.75 559
/ o / / / ti / - _ / \ h 559 _ 207 pE=
/\ o � / o � o / / / / \ s / �h� � ■ � N13
o / / / g R o , 53 , _ / / \ \ FGE=558.59 ^ I °
o / / / � 53 ��/ ��_ o ° / � / / / �5 / / 556 / 1 \ \ \ /
0 />t�/ - - - J ,- - o ° �° , , / / / / / �5 ^ _ _ / 1 \ PE=559.4 ' /
o / / / /'Dp2 o ° o / / / r / / / / �jDc / 1 172 FE=559.96 FFE-56014 1
o / " / / y� D' �\ 0 0 0J� ° / , / / / / r / / l / 5/ ` - - 1 // \ / / 1 / ' _ - 1 FGE=558. 7 1 '
0 o / / 1 \ _ ss 1 \ h0� FGE=558.7 560 FFE=560.5 1 PE=559.8 ,
o / / _ _ _ 1 \ s - h PE=559.6 �/ I r - GE=559.3 1 I 1
5er / , / r / , / / l f - _ CJ0 \ FE=560.26 / FFE=560.3 17 1 1 1� 1 0 Lri
° - - _ / / / / / / / J I 5 \ ` 5 - 173 GE1559.0 E560.3 GE-559.2 1 E=560.18' 1 _I/
/ 5 PE�559.9 / G =560.05559 2 I I E=560.05' 177
o o ° � 546- ' 1 / - J // 1-1 / / / // / / / I� / 56, I I \ `� / / PE=560.05 STOR 1 U•-
/'o o a % o ° / / 46 _ _ 'S� / 54a / / / J / \ ��\ 174 176 RAINAGE N11 w�oG
0o Z�° / / / , 5 r r , ' \ / l I _ _ SEMENT im\s
7' CLEAR ZONE SEA \ / 1 / O
r ` 5� I \ \ ss \��. I �' Q
/ od I DETAIL SHEET C-701
\
oQ
o / o 0 0 0 0 o I / / h 1 I I / I \ _S sss`. \. \ 558
0 0 0 o \ \ \ \ \ / �� / / I h I - _ \� NSA �1 W U a
U z H V
° \ ` / _ _ \ \ \ \ 553 - J O z
0 0 (� J
o o \ \ \ \ \ \ / / Op UNE I /l / / �5\ / -550� \ \ / r . 0 W r� I�11
o0o 15'STORM z
2 \ e z
\ \ O O \ Ci \ l / \ cr? d
\ \ \ \ \ / / / \ DRAINAGE _ /Q�
0 0 0 \\ \ \ \ \ \ \ 00° o \ \\ \ Ey%PNN \ \ \ O / ��ry 4b _ SSo s' \ \ \ EASEMENT _ - - ` U
\ I 4g, r \__ \ \ \ �-
o \� \` \ \ \ \\0 ° \ F�TUREU \\hb� \ SIN hh I / h� /' // tOp`/ /,5 S¢ \ \ ` -\\ - _ _ / \ cn_ _
��\ \ \ \ \ \ \ o ° \ I \ 000
' / h / / / \
0 o\ 00
-548\ tid \ \ \ \ - Q
011 _ - z
/ M c0�
I \
536\\\ ° \ 0\ 00
o \ I I I I Iv I I / // \\
546
- - - \ SCALE 1 "=40'
o \ \\ 0b \\\ \ \ ( I II I II h \ \ \ I/ / /' // 00 0 0 0 0 0Oo \\ \\ \\ \\ w\ - --- �- _� ��'
\ \o \ \ \\ ��\ Q o �1 \\ II I I I ( /y \ 1 \ \ I I I 1 / / 00 0 0 \ \ \ ( - / _ _ - -
E ��� ' T NOR
0\ \ \\ � o 0 1\ \ \ \ \ \ \ \ \ \ 1 / // / / / / o / 0 0 0 0 \ \ \ \ \ \ \ \ - 550� ft / /_ \ 0 40' 80'
\ \O cr
0�'' ° 1 \ I\� ` \ \ \, o \ o \ \ \ \ \ \ I s I 1 / / 1 / / l ° o ° 0 �\ _ - 549- O t6 (tJ 1 c _ 0 0 0 0 545 °� ° ° 0 0 0 0
o �1�\� m I \ \ \ \ 0 0� o \ \ \ 1lb 6� o o b� \ \ - o� 0
° o \ \ \ ss \ \- --- / / / / / / 0�- \ boo �/�- �[/ / - ��m J / °o I ° -_- s o - \
l{ f \ o \ \ \ \ \ �. \0 00\\ \ \ \s � \ 61, � � /' / f // / r / / A f \ � \ \ bb o \ / sue/ � / / / / o ° / 0 ° 0 � \
\°/ / \ \ \ s� I / / / O / / / r \ _ \ 0 X/ 8� / O O \ / 1. CONTRACTOR IS FULLY RESPONSIBLE FOR CONTACTING
\ \ 0 h ZA 0 \ \ \ t i ¢ - - _ �\ a/ O 0 APPROPRIATE PARTIES AND ASSURING THAT EXISTING UTILITIES -
/ o \ \ \/ \ \ ` \ \ a o \ \ s�� s� \ Q \ 54 l 53 / / / / / 1 / in o ° ° 0 4 _ C. TREE VE \ \ \ \ \ j' \ , Q O/ O O ' _ ARE LOCATED PRIOR TO CONSTRUCTION.
I o h \ \ Q o s \ \ / - \ o SQ. / r / o \ \ JOB NO.
zc
_ / / � � \ \ S O S � / y1� � / \ 3 2. CONTRACTOR IS RESPONSIBLE FOR PLACING BARRICADES USING
\ 1 �� FLAG MEN, ETC. AS NECESSARY TO INSURE SAFETY TO THE
0� V 00 �1(��O D� �j 1 1 \ \ �o ' o s \ \ S2- - 552 F - - _
L \� ° - - _ - - - / / / / / / 0�Q/ / / i - \ \ 1 ��� o / _ , /o O ` _ S¢2 \ \ PUBLIC. 41946
F 0 / 0 cr 8, o \ o \ \ - 55 / / / / / oo / / \ \ \ \S� \ \ ° ° 1 /4' \\
0 -0 O / �� \ ° / _ / / o � \ ` - 3. ALL PAVEMENT CUTS, CONCRETE OR ASPHALT, ARE TO BE
o
\ \\� ° g ^ - \ - \• °\° O O y� / / \\� `� \ \ I J O O / p ° _ REPLACED ACCORDING TO STANDARDS OF THE NORTH CAROLINA
O \� `cj \, \ u� O O' v / O // ° J\ / / / �\ ` aSR'S¢2 \ O / P , / i \\\ - \ DEPARTMENT IFTRANSPORTATIONANDTOWNOFPINEVILLE SHEET NO.
O / _ UTILITIES SPECIFICATIONS.
\ " I to O ° O O $ B' \ �/ g O �i ' ' ' \/ / / / - `''i9 O\ \ \\ \ - / O \ ' �_- = 542 4. SHORING WILL BE ACCORDING TO OSHA TRENCHING STANDARDS C-41 3
o n \ \ O o O 547- - \ --- �550 ' y4 \-' / �! / .S ,�j `P� \ \ %° \° ° er -541 PART 1926 SUBPART P, OR AS AMENDED.
-0a
Z)
�O
aDf
o(D
z
m0
:2 2
02
C �
T
`0 0
a
c m
m N
a o
c
C') 3 U)
Z O
O
2 a
g x
1--
0
w
r 0
0
nY
0 3
a
7 N
Nx O
O
Y 2
m rn
m
Y U
� O
E c
0 co
a m
�0
c0
.5 -0
o C
w 0.2
O U
a
c0 M to
y O
O U
c0
Q O
y N
t r.
H
L
V
/ 7000 0� 65
\ / /
V A
°/ 0o/7 \ 7 / \ \ A I \\ V A ���i�������
�N..........
o / / I / / / \ \ \ = Q AL r•
60
KII
In
i
O�
A/
�x
�v \�/moo
GND \ � �- \ 1 ' �y _ / 700 MINOR CONTOURS
/ 547.13'
U
700 MAJOR CONTOURS z E
E
C75 w 4-1
\ \ \ E
Dg / A v �� V \� ® PROP INLET
\ 15' STORM \ v ' V �V 13 SLAB TOP INLET o v v
\ / / ~
� � DRAINAGE Q0 V � � � \ C � 0
cro ��4 EASEMENTS V I \ Q z
I D23 \ ❑O CURB INLET a O N cn
\ \ ha D7 SWK � � � � � C73 \ � ` ., � / � / / \ \ / � u,
\ / 548.78' I \ \._ \\ \ \\ Om DOUBLE CURB INLET z cn o z z z z
\ / SWK y / \ \ / a ^ u
\ / / 548.93' \ GND \ \ / \\� / Q STORM PIPE Q' a w OU OU OU
SWK 547.13' \ �cS` A` u V _0 o 0 OO'
SWK 548.0T I \ / \ \ / r Qo STORM MANHOLE Ln ra CD Z Z Z p
T`F _ �/ / \ / _ �co
S O 549.08' , / i°
N Z)� Z U
\ q �r6o\<< �F IC2 �70o SPOT ELEVATION ~ � � w p O p z
S
oT � � > O
v ���XFcT/ , l A A Eno zzzQ
FFE: 700.00 FINISHED FLOOR w Q Q 'I
0
C71 / \ / \ ELEVATION o w Z Z Z W
EXISTING 60' \ FGE: 700.00 FINISHED GARAGE O
/ D1 / \ CHARLOTTE WATER \ i � � � �
�� SANITARY SEWER \ ELEVATION u
EASEMENT GND PE: 700.00 PAD ELEVATION547.86' J O O O O
\ / v I / ~ titititi
I SWK SWK \ \ Cos I ' FPE: 700.00 FLOOD PROTECTION > M Lu � Lu uLj
J D5 549 08' 548.62' \ 0.20± Ac. ELEVATION _j w �
/ \ \ Lu
jSWK I ' GND / / \ \ C 4 FLARED END 4 F_ z ... N
/ SWK 549.05' 548.06" / / ' \\ \ C23 , 0 w z LLi w N N N N
/ 548.68' SWK / / / \ APRON W/ RIP RAP 0 Q J Q M
\ 548.87' / \
/ SWK \ \ i o-' > O
� / I \ I � OUTLET CONTROL o .�
SWK / / / , \ STRUCTURE � m DATE
O
C3 / / 549.01' / ' /
SWK / ZF806 TR5NCH DRAIN SYSTEM i / / / \ \ \ I IL
/ 546.07' SWK SWK SWK INV UP 54 .61 / , \ Z
/ \ \ \ \ \ / 4 12/19/2018
548.55' 549.17' 548.86' /\ INV DOWNI 48.31
SWK SWK
U DRAWN BY
/546.03' SWK � \ / \
549.05' \ l 549 01' / /� O \ \ 106 BUILDING \ \ /
SWK
A. DALE
547.34' 547.65' \ C93 GND / / \ PAD, TYP. \ \
SWK FFE=552.10 \ \ \
SWK \ 549.08' / / � DESIGNED BY
SWK / 546.88 547.52' / \ \ 1.87± A \ 1-1
SWK ` /
/ TC 546K C65 \ FGE=550.43 ' O
\ � 549.05' / \ PE=551.76 / \ / � J. HORTON
C2 , 547.35, C SWK \ `SWK .�O \ \ \ \ / C21 •
C ' C' 547.38' 548.08\ \ \ 549.05' \ / / 1 ' / \ \ \ / \ �/ /
• O CHECKED BY
CSWK SWK \ \
7 G6� 547.Q6 47.96 \ / ` 107 \ \ / \ / ~
/ 548.17 \ SWK ^ \ ` > C. TODD
\ >
TC \ \ 548.8T / / \ \ / • • w SCALE
547. T SWK
SW \ FFE=551.1 \ / /� • U AS SHOWN
GND / / FGE=550.15 / \ Q
547.48' PVM \ 549. 7' ,
\ \ 547 3' \ SWK 1 548.34' / \ PE=551.48 / \ • O
T \ P MT PVMT SWK 549.05' / / / / / in
547.81' PVMT 5 SWK C 7
I 547.8T SWK 548.74'
548.83' 547.69' \ \ ' \\ 547�94' PVM 547.92' / / \ \ \ 108 \
TC PVMT 548.12' SWK
546.97' \ \ T\ 547.73' PVMT FFE=551.36
\ \
i A 549.41 \ 548.3T -/ A /
V 1 SWK / \ FGE=549.69 O
\ i TC / \ 549 .50\ TICPVMT 549.56' \ \ PE=551.03 cry ' \
547.81548.47' \ / i8F
TC
\ \ / TC TC 48.5T /
\
OF
TC 547.59' , 548.74' \ 54 5\ 549.41' C6
547.23' TC \ TC A \ \ \ FFE=553.63
/ 548.63' TIC 549.24' 109 \ \ / / \ FGE=553.63
TC \ \ ' PE=553.30'
/ 547.86' Tc / C9 15' STORM S4
/ / 547.64' / DRAINAGE `\� TC 549.42' \ I \ FFE=550.99
EASEMENT
TC , 550.43'TIC \ FGE=549.32 /
547.84' \ \ PVMT �VK I \ PE=550.66 / �/ / \ \ 95 (V
/ TC i TC `�549.72'
547.77 TIC 50.08' 110 �
I TC 8 5 .71' TC TIC\ /
548.62' 20' STORM FFE=553.19 \ \
/' TC EASEMENT 7� 5 TC 8 5 0.22' 550Tc ` \ / , \ \ EE 552 86' U
C�TIC � \ \ FFE=550.59 / / \ \
548.83' , \ 549.87' I 550.64' \ FGE=548.92 / \ \ O Q B59 TC 1 \ PE=550.26 / \ z
TC PVMT 548.86' \ SWK \ \ O 96 \ Z Z
ti \ \ Q
547.36' 1 TIC / 547.39' TC TC 549.02' \ \ CJ , LL
/ 1 m TC .49' PVMT 548.48' 549. 7'\ 550.00' SWK ` \ \ \ \ 0
547.45' �547.50' TC 548.92' / ,� \ \ U
TC 548.7 ' ` C 19 W
\ \
/ / /\ \
1 5 .50' \ T FFE=552.76 U Z
_
\ \ \ \
� � 1 B57 � 548.64' I C � � � � � � 7
`\ 549. 6' / ' \ PE=552.43' FGE=552.76 J F I � z
0
Q
TC I PVMT \ / \ \ \ z H
546.37' 1 \ \ \ I \ 549.30'
.60' 549� TC � O C1 � / �O C z
PVMT _ 549.99' �-� C 17 h \ \ 97 \ J Q
I --I J
\- - TIC �/ / \ \ V A \ J
548�54'
\ \ 41
TC TC TC \ �550.12' _ \ \ \ w
B51 `\ � �� \ \ 548.53' i 549.28' � 54 . 9'
TC TIC 001/ ` \ / FFE=552.33 \ \ \ 4�`1' Q
549.17 d
548.55' I \ U
TC TC 1 � C � � � � C81 l FGE=552.33 \ \ \
548.44' 548.86' 49.47' / \ PE=551.99' \ \ \
c 548.25" TC > SWK_- - / ` � \
98
I - -0 548.04' \ \ \ O
\ 1 TC i 5 0.09,
B5� 547.75'I 548.19'
6.87' 54Mot 547 547.97' ` �� FGE=551.80
/PE=551.47'
\ \
20' STORM /,/
546 ' B 15, STORM DRAINAGE 99 �/ SCALE 1 "=20'
DRAINAGE EASEMENT----
CRANFO I vJ� _ _ _ EMZ \ 0 20' 40'
RD DRIVE
RESIDENTIAL FFE=551.64 / \ /
I B53 10+0o JU.06
----_ _ ---- U
I �50, R2W)94.4) - - C79 , / EE551131'
/ 100
FFE=551.07 \ \ / / 1. CONTRACTOR IS FULLY RESPONSIBLE FOR CONTACTING -
sg8
FGE=550.49 APPROPRIATE PARTIES AND ASSURING THAT EXISTING UTILITIES I \ \ / / ARE LOCATED PRIOR TO CONSTRUCTION.
PE=550.74' /
� � I 2. CONTRACTOR IS RESPONSIBLE FOR PLACING BARRICADES USING JOB NO.
\ \ / / I / \ FLAG
LICEN, ETC. AS NECESSARY TO INSURE SAFETY TO THE
B87 41 946
547 B 8 I \ FFE=550.50 \ �/ 3. ALL PAVEMENT CUTS, CONCRETE OR ASPHALT, ARE TO BE
\
REPLACED ACCORDING TO STANDARDS OF THE NORTH CAROLINA \ I FGE=549.92 101 \ / / / DEPARTMENT OF TRANSPORTATION AND TOWN OF PINEVILLE SHEET NO.
PE=550.17' \ / \/ / / UTILITIES SPECIFICATIONS.
\ B89 / 4. SHORING WILL BE ACCORDING TO OSHA TRENCHING STANDARDS C-414
\ = \ \ JO / PART 1926 SUBPART P, OR AS AMENDED.
L