20190289 Ver 1_DWR_USACOE Response Part 2_20190816

p
0
0
0
Q
v
0
a7
0
0
0
0
a
L
I /
DRIVEWAY #2
/ (SIGNALIZED INTERSECTION)
DRIVEWAY #1
INTERSECTION)D• ROAD WIDENING DRIVEWAY #3
PROJECTC' GUARD HOUSE • .•
OTHERS)
• ■ • •
•
t��! 9=1 -TIN ��!—� it �� ssas�
wow
.= a • _ - - - - - - �1■�
�'Airii�"GfI, �r� �� l�s�` ��ris-� ��mw-:el���•i � • _ A'I •- • 1 ' • '• , • —r_ _. -__ � ♦ i� � - 1 1 • -= _=- - _ _' •
■ - .�. - _ _
Q/? :: ! ` • /_�>.... \ �' • • 11 . _-- -- -- %�' :L- - / \ .��_ - _ice"
101E�.01.��,�.�I
� .���������- .����• �r"i����. r -oo���■���Y�r-�■.r ��������.-�.00�aoo�.a. .� ��cou...�.oo�r■�u���n�■���n■��p■�rm�r�����ee-a_o��������an■in��e�.�.e�ae • ��� ��� �
• • • � • • � � �. ��`� _`� � 0�._ � t__ �' ' n • / i •• ✓�j�/j// Iii. � �., <i�. r Com\ ' •
y � •
• II •
r •
/>I---f�t►i�1�_ ��I�a`� �o-`• j - j" •• I SII I I 1 � -Si �, r • •
WAWA
c Y �►�• nsL�-- ----- !!� I II n,_ ua■wE a��■■■ra�, Nil
-�
l ��- ,�,�„ L�III�� L,III��.■ �i�i�l I�IrI�. 111111IOM�;. II1911 ,ICII�IIII I�.�IyEiEal . i. I�..IIII IIIIIIIIIIII .,_. ,�.. �.,,�_ �. • ���
---- -- -- - --- -- ---- 1 1 ---- - - -- 11- . I • ? P
._�I���_,�_,..-.7��--= `-�'I�._..,_ _ :;(� 1►,,.:1��■•il��e��u������ ■ru imrL��■ i■���,■, -■.rl / I � � • ���5
,, l r � ; �_� � ���'�-- - - - � - •� _ _ ^- - -- `---� - - - - - - - - -- - ---- _ a■�,� .ate: �.. .■r�■■va �ia,�
------"--- ------ ter..
�� •• .� •,� •Ilr! --� a�1a Iiasl�r�■a �r�w�a a� ���I -- • ��� v:�
� � � -� � . • � w■■■r ire p�rpr�w ■�a�aa ��ari'� � I � � � �� - __ � A� � � �, '���, r, � -
nor• n�ii•.a�r, ar�■■►�a aria � � •• � � / � � � V
cra
• • : •. C ■� awe i1111111rcw•1ra■■ WEN
� AWAN
• �r�e �i �I .� • ������ �/ //I�• da �„ 1'OII �I ": ��
sir��a>•a■■r�am�a
� 1 � IIS I rll • .... • �.
.� � • i • • • • • • • • • • I �` ■�1J aa�
y ! • . . . I aaar� aMINK/ i"ivilM OSavIll a11=■■■110•I/J•a Er•�rIuA � a '� ii i,,. y , � II il, j •� �s.. �� � � , •
�� �= •._ / \7 .• •
■M.re a■■v�■■■�a a;■■■■� � !' .� . II �I :
■��a a■■��■■■�o rr��r. I I I ::{ ' .:: ; .
(i •• I, r �� ter, ��� ��� -- -- - -� .i • - • -
• _ i � ■� a�►�lA lal/I/ ■■■■{a a■■I.7a1•a ar>Ivu
• �I �1�� 1 G A ■■LA ■•RI �allt ■■■tea a■■IRl�l1
• _ _ .�I� I J �i <� ar//1I Ill GWAR•S7n rRi'17' C� • •• _
�I �� �� 1 I�� • 4r s _ r >t:r» r;rr�>• a.zra■�a 0 Mr, a� ( •• �1 •
�> • �( • i t
• 3= eRAWA ns �a�M• -� %I v�,�1■�1'I• (I I �� pI I: 1 1 1 • r., - •• i :jC� • �I1j■ 1AA/ A N ' - �G, •• vnf`�L/�, � i■Mr • i■_�0WIM
ik��i���a
t
JIME Nr 7� SLI • \` • / Y • O
-
•
r`affear•�a nar�a>•a� raffia • w�
1! 11 • ��___♦ �s��t .ice_,. �p st! ` I.�i • VlarliL 1tl aR of a i/raR\r �rlr�I � � , I� •i II \. \ \` • / -` •.
r. /,� 1 1 \` ��� �... Wit. ..��. ���`� ■� • • -
�� � I _ ' I,'I •( ••• I _ -• • � r .• _ • ,�" • '1p�C- � E1� � _ mau�m rlair.nr{ ria■arria�� �ll/a■a�aI\
iu'lr M
■Dat■ aru !�aNliffa ilAMwwA
IMIN Ylf� IN anll•.►a:a[Ii •• aan�t�r■�o�rAlR.7eA�
� � � ••• - - �• i �\,.. ' , `\'\� \ �\� \;; \ •
. I /✓I
• „
v a�a ar o■■�� •. �� ��
ile
' �� • • • �_ ..moi• •� i' �'' f►� Ct• '� ��■a n arses • i� • •••• • •• III I ��•
• ;� -
RMC atI'LJ a�tr A7AI 7R�i7•I • a1i • ry • - •
• . . • - -- - _ �1� i■ E
"Aa or?onRt'. i1Va ■p•1J■i,7.a 11■L7• • I � I I I I •
.,, rY^:
\. �' •• • i • • • �� IGiRINg . , /.'fill . �� la par' tars �r�i �w>,a navaaar�n • aaaas:' v • Y
• \� \ \ �` • \ •� • • :� •' • ��.�� —� �.,, =�J _,1 w ism - ��i w�� rriv i Ai MwA : I • 'I Y S r
(' \ / . �. v� i��'i� �• • /'%!� s�r.� e�� aau�rv�r uav���e arra
e
•.• .,\ ��.\ �� , • . • _ (s.. III • • •� �r � ��M 11AMINFAI1101111 ow"
ua�r� a�apv aIMmIn v� �► - I I I + � v
'�/ . � \\ a • �_ p �, • • p wl.
:ate Irsls, peaea u�ra�a art+ ■ aea.� rau �lffia ula�■� � sr�' �.�ev ■tea ar■■�I�1 a���
°V
•
fI
t
11 l�
I.
�' Will
a�� vrus� rl�n ■►ia1 111■iieii_a►i1lil1iGl 1I11�►�ill�_.11.91 IIIW�IIIII im'iffilwillp �.11--�����, .... EA _ _ ...- _ ..
�--
s�.onnoi�ii��. Jim
MINOR
../ JA�.r�r�,��� ��,�i:����.��i�..,��i�i��iiia,���iiii��ii,.A
•-
��� .�I1 ,��' � , � s ., _ __ � '� I_ -- - - i �� I I ✓
- • n • /..-=_-`.. • • �!//ion-_�i�/7/IiZ%iJa/IL ...� iI•//Irii ��...11/L��� � ������_:- �V�ri �� �/Ii �-_-�rI//�I��I���__sJ/r �l///�� -__ice �/Ji �__..•�i'VH �.���� �t�nVA� ��s: �V�a������ a i. I r I I I �/ i� r
• � • • - __ _ _`. - �� � • • ���iiiiisiiiiiio�wsi�ir��iiwiin ��►ii�sii� ioiii� �+.i������AAA\ �� �iio�iiiir..:�iw, miiiiiiivirii� ��iiii�r�iiii� �it.�iiii��✓ �ia�ri.�i �i� �•rn.•n, • �V�� _ _ • i■ � � • . •• ■• � I I� ', , I I III • / � . -
• • • � 1 • � • �� • • ��,� • • � � I I ' v V A � I III ��
• • • •� • - - - f� _ _ • • _ _ • • • • p7 E ■- • . qua . . • ��� • f �'� ii� • I • • I •
\ � 1 --�- I• �_ i I • - - - • • • • - � _ • - � - - - � -'_- - _ - o = o � ,�ilf�..,w.�'i✓%�. ���• • ( !�o■ • .� •• III I � �. A � I I I I ;i i
::,- �� IIS ��� � � •>• � A• �aA � �V � -tea � �• • st � � � ;,-/.�� .�� �
• � � � iii'/Id'i b-����i li%J. lAr ���': • •� , I I l i � �, A.
•_ � .. r' �• • • • • ����; • • � ___.._��� • •� � ,.. • " � A �/�6n��f�4- ■ ,:1�7._� ic+F �p+' - •• I � � � � '', ���� � I I I i�I i � � ' • • �. r � � -
v
aarn
,b
696 l 1v
� 0 0
\�\ \;
001 \ \\
li I r �\ s 8s LOT 2 I s
49
>/ I cccccccco WrcP<c9�cg_cq-c9-•6, -
rl
I - -
KN
0 0 0 0 0 0 `� \\. 'N87
0 0 ° ° ° 0 0 0 0 0 68
\
l/
vVAwv`I`' t1\ �I� A
J 1
�_
�:
v
d-
1VII1 �/1 1 ��/// �`r;�`\V III// _ )/ J(VrVIr
� v � 1111DORY WAIR�hIOILS�E vv
11V A (I A �� //�// v \_ \\ v �I/ ^
vJ
RF_Tk1RN-EEIy�R
v
LIMITS OF DISTURBANCE
111 v���� J V VA
1 1 l ✓ \\ l 1 (/////i \ti �� \ �= , ��>)(c 11`� ` i �l�t / 7 , J FdC
TRUCK -1
800
EXISTING CONTOUR
//)/I1�1\\\\ \�`-///�////�\\\�\\`��� ~ �as\�`�\\�~ I •r/�\
fit?\I I ,(111 /
-
/rt
--/�It^1
.f l/ \/��
CHECK DAM
13
POROUS BAFFLE
(/ �700
r
\ 11 �\ /I
%p
- I
DRAINAGE AREA
�)p')c \
PIPE/CULVERT INLET
PROTECTION
I / / r/ 1 c
//
'AT SERV16
/�) \
LIMITS OF DISTURBANCE = 231.20 ACRES
/ bU DI
§?
CONTROL DEVICES ONCE PER WEEK AND AFTER EVERY RAIN
EVENT.
�
1FLEET�EI�VI�E�
G/
��� fp1 f>I „
FUEXItJG�3TATION
\
- t
/ = �/ til// � � ' f l '/ �—���, /� �
o 1
/
�_
/ / / //'(11'l ,• � _
/-
// '�/�1II1I1IJ1IJl�11/(`/ I /�/.III1l1/11111
r
V
J)r(�J_�\�,�//`'~`
,•,,./// j//�j//�f 11 f -
696 696,
1 I 11 (
//
//I �// )ll
695- \ III I 1 I I 695 / I (r —' ^ :695=_--___
/— /_�/lrl
694 // = / / / 694 \ _ / , 694 JI I! I / 694 \ I 1 r \ 694
1 �/
\ J693 693 693 693
>> /1 1693
pl I 691
DESIGNED BY
11\ \\ I\,\ \\`\ .� \\ ~ / �� �/ �/ %��li�J�//�� ! ��i� /rf It/ 1 ` = �� • J. MOORE
/ l\ 1 111 1 /I)\( �� \ I /Jr/"I I 1 // % // / �✓ �'� • CHECKED BY
'I 11j IIII 11\� /II1 Ij)1 6Eu6c4="'_'_�'d / I r/ Iblll fl(%tJlllll\ltl(1�1\\IC(`
\ll
J. MATEY
hk
SCALE
pn: _� \ c =� � - - = / _ / •
\ Oho_ N o0 00. C°? \ r \ \� ~/ '
co --cD cfl\ co '/ /�� )I \ 1 \ - \ �= �� �� �/ 1 = 200
�1 �oon'i// J i \ ,F7f .O �e` \\ //i/ xa 6�r) / 1 •
Lu�-
rnl—
o)—pi) co_ 6' � .co33o^�
\ \ ; IIII �11 coo _co co= co c9. ` \ ►� l l 1 11 I 1 'f<I / , , // / f/ /' ' / r� l/
1 �(�- (, l Ji n, � / V • 1 \ �1 / I I �1/ / 1 f/'` '/
W
/J//
/ / 1 S ' / V - / t � �\ 6�•0,6'\� ��' - 0D0 nn � / ( � I \ 111\( ,�/( /.• // // /1
J
/.r/ 0/
y N
o 9 - , - t 1 `1\1 1I1 1/I1l>t �1`� -\.0 0 / 1\;�1 \ _ �,
90'—Cp�o°°°
�_-
z
Q
i ,.\ / i_inn v -u
00 705 yoouo
�= 00
° 48
0 0 ✓ 705 VP
° DOO
0 X91r /( PARK
o \
°
NLii
OH�
J
° 0 (' \\ P \ 1 Il�lllf/ J / / / / / _ r 1 I l \ I I I \ /% - ✓� _ v�- _ . = _ lam'/ / r %' _� Ji % r J (lf l l r(J / / � ^_
° o e \\ b II (44 rl '\1� I( )-(\� t> l�il -�\ ~ 'V %='J'��r�i�%ir//'// '1(r �(/ 'moi /o �. / 1 ltd /��/ �f�/j/r/l )I I�� ` - y���`•�z`-� - `_/�%/// I Q L
—690 \ l 685
I rA \-
b f _ _ I U
0 ° 0 (/ � 43
/ L ESRC BY — _ )i /r / r f4� J/fa/ �/ / t l t - ` r � �-_ `\�\\ � - 0 � � � \ - O � loC
EROSION CONTROL LEGEND
TEMPORARY CONSTRUCTION
ENTRANCE
SILT FENCE
LIMITS OF DISTURBANCE
®
INLET PROTECTION
800
EXISTING CONTOUR
800
PROPOSED CONTOUR
DIVERSION DITCH
'
CHECK DAM
13
POROUS BAFFLE
SKIMMER
DRAINAGE AREA
PIPE/CULVERT INLET
PROTECTION
INLET PROTECTION
LIMITS OF DISTURBANCE = 231.20 ACRES
NOTE: CONTRACTOR SHALL INSPECT AND REPAIR ALL EROSION
CONTROL DEVICES ONCE PER WEEK AND AFTER EVERY RAIN
EVENT.
0 C3,
0 DRIVEWAY #4
0 00 0 47 (AUXILIARY ACCESS) \\ rII1111 7//./I.(�1�J11r'2 J1\11i�\ J> I11 t \ /rJ�J - - / a"' J- / . �i`( �-�)� �7 y�/� �l��\l )I✓\� \)V(^�\. �^ / / I \\� �� s -_ \�_-� �' '1 I f /r// / JJ�/ jam/,/ / /�
w
° o°° o 46 Q
z
U
0 0 ° o° k / IJ/ rl/ l II 1\ I \ \ ` F�/_` . // \\ \ rte. 1�\�\� 1 / I _ / O
1 1tib� 5 /
o° f/ , �/ �lS�t/( l,� \w.s-�`�\-, /•Jim )t f \� �y ' t \ 1 )o r 1 \ l\b- �= rii�/i/// �/ ,/ /// 3���/ z I—I
° 0 0 0° I lk�r�`Jf / \)111.d,�ti \ - _ i /�/ / _ > f� l \l \n`i'-�\\ t \11 \o l ^ \ �b //r '�I 11 r �C
° 0 0 ° 00 — — — �i ) 11/ /\ .,I 1 \ \ I l > \ \ �) ^� \ \) \ > I I 1 \S f t \ ;\ \ �i / // ,li / r I w 0
° 0 ° — / 1\\\ �w� \`\\\\\ 7 _ ti ,� _�� \ ))6 c✓. t \ 1 f /
° 0° o ° 0° ! ' ` \ \ \ - ti� �_ /� 1/ /_ \\�\\� ,\l \\1111 11)� I\\�)\� \ J J \U� l I . ) r 6/ I/ I ((�r !/ / / / l \� \ U z
1��i //I S / > l I i0
0 0 0 0 0° \ \ \ \ - �� / / / r c / i..= 11 \\ l l ` \\ \ I \ \ o\ l l \ H O
\\\ \ \\ Z / �\ t o )\ l J 1\ (I I J 1 /�f 1 I l\ I, I \ �<
0 0 \�\ \� ` 1,-J/� 1� / // �1 1 I v/) f 1 )\ \ \\\ 1 \ \
0 0 �\\` �)I r llL Ia \
° ° 9 \ 'vim / / `- i- / i/r�J 1 ��.., > 1 ' l /V�/� \` \ / J ( I t \ \ \ \ l \ \ \ I ( Lu
0 0 ^ J� /~ ^ \ ��� >� l ` ((� J \ n \ \°� (\ l l I \ \ \. `\) l
®$ 0 0 v I1 J Ilc� ((yj tet, \ \� < \\ \ \\\ \\\)l\\\\\\\ c l I f l \ �` Q O
$ $ 0 0 '� —�• > ` 1 111\ \ I 1 l 1 \ ( \\ �yL �\ �� �\ \ \_;!(\\ \ \ \ \t \ \
\ ✓n r 1 1�� \ / \,61Ib 1 ) \
0 0 . 0 00 �` t\\ \\K\
X11 )l��icr I I 1 ) 1 \ r \L,�\ )Ps" ���■�. //" l \ \ \ J0
I --I
00 ° ° �`>>tiS l 1 � \I �II�I \ \v l�/� 1 \� �\\r SI/ I(\\ 11 \_1 \\\ 1 �C w
° Lf)
o. o. 00 0 0 °O0 o ° ° o . �l . r1 . n .n.. \II �I Ip��,l Ial/ ^rl �i c h��` '� 1,((
I I \1 (I \( \\\`- �i \)
\1�11� S r \\ \ ° V U W ? Q
X
C
ce)
00
D
Q
z
SCALE 1"=200'
0 200' 400'
= Cj ) (D a
�z J
O W Q
z LJJ
LL
W
V 0
X
H
J
JOB NO.
42407
SHEET NO.
C-300
0
U
�a
�o
o
CL
2 z
0o
22
0
m 0
-0
�°
�N
�o
o�
c') N
z
o2
2 a
�x
o
0 0
CL
2'§
a0)
a�
>Y
.N m
U �
axi .o
O U
t �

L
0
N
U
N
U)
m
t
3
0
Q
C
CL
C
m
0
0
(1)
U)
a�
0
m
t
m
co
Q
�a
�o
o�
°z
°o
t2
0
E o
� o
m N
ao
�N
z
o�
CL
axi
� o
o
0
2'§
N m
�N
U �
axi o
I
� '
I
� I I
I 1
I
I
t+ttttt�rtrrrtr
PIN#. 0119089
I I
�
N
T
f
GLORIA POOLE
I
DB 3207 PG 975
PB 70 PG 53
PIN#: 0119691
PIERRE A. & CAROLYN E. GORIA
I
I
1 1
I 1
I I
�n
��
�:"f
ZONING: AG
DB 2750 PG 749
I
I
PlN#: 0117421
USE: RESIDENTIAL
ZONING: Ll
USE: AGRICULTURE/HOLTICULTURE
PlN#: 0119090 I I
ARY T. WEDDING TO, 1
I
M
Z I
REBECCA P. LOWDERMILK
DB 2333 PG 478
{<`s •• •..•
� +•
DB 4391 PG 1166 � �
PlN#: 0119098 II
I
I
ZONING: AG
`� ruit++
t
PB 101 PG 8 1 I
ZONING: AG 1 I
DAVID THOMAS TURNER & MARY
USE: VACANT
I
USE: RESIDENTIA 1
T. WEDDINGTON
DB R 7355 PG 452
ce)
00
16" W
1 1
I I 1
ZONING: AG
USE. RESIDENTIAL
PI 0117464
NSR COMPANY, LLC
PIN#: 0117444
CALVARY BAPTIST CHURCH INC OF
p
Q
o' E
UGT_ _J / / Q 16" W_
I
1 I
DB R 7079 PG 711
MCLEANSVILLE
Z
of
UC /
1
I
6„
16"W-
W
1 I I
I I
I
ZONING: GO -M
USE: RES/ASSISTED LIVING I
DB 5726 PG 196
ZONING: AG
I
�
N c
�
\
G
_
�_5 11/
16" W r
— - I i
II
I
USE: INSTITUTIONAL
I
z E M
w
AUG __ _ -___
% it
►\\1\`1s`W—_
1 W 1 — —
— 16" I
W
SCALE
1"=40'
v
W— ---16" W
-®
= o E 0
o
H
aLLJU C �
O
_=_
CBS\ CB 15' RCP -IV UGT�- ��
\\NOR
\\�
16 W—
_ _
-_--_ _ -��j9
DI —16"W
0 40
--16 -
�,,�T �-
_
LU LLCD
Lu
\
r
-��-----�
r—_UGC
\
\,
DI _�_-- --_ ---
�
DI
_— /6"W
___'_-16"W—
_-16"W
16"W—
— UFO—
_ �--_A=�WG�_�
- - '
GT
¢O -o �
M
z
0
>
Lu
UGT \ CB o
U
-
UGT
-� `
- —UFO— _
—FJGT—
_
GT� UGT-�
� 0 'I'D
O
r UGT
C ° o
o
GT
--:== - _
24 UGT
RCP- _
I V
-� t - _- OF�P CikIP
S_ < \ -, - - _ -
l - -_
OHP
_
- -
_ - SFO _
�� �1GT—
=l�J � _ —UGT—
cr
T�
--- 'c
l
/
Lu
C7 m M 2
a
U
_
o o ,
G
,
CBGT
—\
- -
\= _ _ UGC _�_� =iii - -
\ UGT(= — - - 1JGT `
i UG
_
-
1 RCP -I
-
_
2g- % /
/ /
/ / /
/ /
w
Q w ai <
cn
w
U
-
X30„ U O
r
°
° W
i
-
T — GT
-
_
��
GT r / / / /
r UGy_ -'
/
/ l
l
z
m 0
�
p
06
IV o -
o o
yes
i — — \
� 1 -I
18 - � UG`r r
/— '—
/
/' / / / / /
l l
�l �=
_ �'
O cn �
Ln
�
R P -IV
Z , r r r
CB r / /
��/
' ' //
/
/
_ SA
- =UFO 1
�
CB 15�_
P -IV
CB
\
�
_ /
—rt-
r
� '
r
r� I
�i /' /'
/'
/
/
_�FO— j
\
to
��
w
U
--- --_ __ --_-
- - - - - __- _ - _ -
�-
�`
/ r
GTS /
/
r
___
SA r
\
12
- _ o
\
_ r
lGG T
- — Ugt— -L - t�
16
16"
�! UFO /
/
\
'
J
w
0
O
LL
30
_ _ �- Off-
OF /
_ i �! 16" SA UF07—
/ IV
/ 15" RCP- //
- - - -
I-
- - -
- - -
00 ~
-
- _ _ - - - - - - I V `
— Z UFO
1 "SAN Z UFO - —r-
r / / r
15"
�P-IV _ -_ -_ - -
- -
�
° r'CB
R ' / �' i r r
CP -I V
r �r
/ / rr r 18"RG'�'-IV /
r
B '-_---
-�--- DIS
-
1
\
w
\ \
\
/ / - - -
----- - -
- - -- \ 1
1 \
p
° 1 �l
SANS \ 1 ' /
_ _
�
' '
\ \
' ' /
\
-
/
- 7 _ '
%
DI
' - / -
i \
1
Lu
c!)
° , / / Ill, ,l `
"'
, r
\ / r �o
I 1
�'
� '
/
r - _ _ _ _ - _ _ CB
/
---\__> - > --� -��_�
I \ Cy ( - - -
\ \ !--
,-
� �� � ,
,Lu
- l _'
I
°' %' /l /�'rl
1l�-IS'i�AN�_L�,
-
i°
,-
_>
°\
, � ' ,
- - - - _ _ � � - J � l
-Lu
r` _
/ /
'
/ I
p
30'ZONE100
BUFFER
o
DATE
--
/ l\
I '
''
\\
---
°I
/
�r
J l' –
,�
/ –
/
–/ �' --�
'' ^_'
/ �__
06/26/2019
DRAWN BY
I /i /I / / , i , i / - r ' \ '
1 10'ZVN�2' 1
,
/
_ / /
\
r
,--- ,�
/ – \ \
�\ –' /
1.MOORE
° /, 11
/r
/ i
,/
/ 1 / /
�r ///_ _//
\ \ �\
DESIGNED BY
•
o
/ / I
I 1 l
/ / I
-
/
_ i i
�
•
J. MOORE
\
o
\�\
I /
I I
/ /
\ \
II(\- I ' I
/ I //
I 1
r \ I
, /
I , / ,
/ ,
, / / i
\
\
---� - -
•
CHECKED BY
\ \ \ 1
o
/ /
I I /
f I
, I 1
/ / \
/ /
/ \ ' / / ,' ,
\
(` \ —
•
J. MATEY
o
s ///
/,
/ / / I
I
/j I
' / 1
' '
/
I
'
/ /
•
SCALE
° I / I /
/
I
I / I
f
-` _ 1
\ I \
1 / , I l / ° / r /,/ 1 / / / I r / / > l � / / l / r � I , / / , / I , \ �
•
1 = 40
of
l I
I I � I r / /
/r /
/ , I I
r /
• o
/
/
/ / /
/ I /
/
/ \ /
/
I \
�
`
i/ 1 o
l 11 I I 6 /'\1
�( / / �
I I
/ I /
I
/
/
/
I l
1
/ , r
� /
I \
\ 1\
\
•
, 11 I I
\I'
/ 1 /
I I
� /
/ �
' /' l /
! I
I I /
/ -
I
/ 1
\
_�
1 I
i'
W
�1,
�O
/'I�
_ /'
,'�
1
/
°
CN
I I N
H
��
/ / � / - - - \ / /
'' -/ � J
1 � � ' /
I \ ' \
Z
/ � J
I c?
( )
V
I I /
II
\ I
' / '
r
1 ' 1 1
�
/ / ~
w ,
/ ° % \
I sTY
\
r
/
r
ud
-
J I I 1/d
\
I
, I , I y p
/ r 6 I r , l l 1 /
I I / Q
1
/
r r \ , \
/
I I'
\ \ I I
710
J
I ( I I
! / I /\ , /
/ r /
I l \
I , \ I 1
\ \
1
\ /
II
/ / / /
(
1
\
\ \
\ \\
\
/ I
/
r
/ \
\
I'
O
\ \ I INLE
PROTECTION
\
/ /'
–
/
I I
1 I
\
(TYP) (
I
i / r-
-
O
t o I/ 1
1
1 / I I
,
1 \ \ \ 1
\
\
1
\\ 1`
_
/ /
/ ' I
/
z
0
10 // / I
o I I/
I
,/ I ,
I /,
\
\
- - --
_
iLu
/r ,
/
<
Z
o /
�
�
/
��
'
10
I
I
\ 1
\ \ \ 1
\ `\ --�
\ \
�-
�� _--
_
LU
O
~� Z
/O
\
1' \
J \ \ �_
\ \
I
I,�-^/I
I 1
\-
� I I /
1
II I I°
Vl
°/r, 1
I
I
/
�
I
\
oo-
\
\
---- --- -
-
✓/
/
�- �
J
0L
°, -
/ \ 1 \ 1 /
f
° I ,
,
�/ / ° I
I I ,
I
1 \ I
I
' \ \ \
\
1 \
�
- \ 1
\ 1
\
- - -
�; /
\ ,
/
� ,
/ / /
\
O
o
DC
O
U..�
s , 6
1 \ II I
/
/
\
(
,� —
��
O
_j
\ 1 II 11110/ I \ \ I I I
11
I I I I
°I I 1
\
\
� � \
\ \ \ I \ \
\ \ � �� ��
\ 69 ---\ ,
\ \ \ \ \
\ \ \ \
\ � 1
\ \ \ \
_
-, ' ,' ��
__�� �____ -
\ -
� � ,
�_-- ' I \
/
�
U�
��
,'
//
z
I-
0
11 \ 1 I
'
\ \ ,
\ \ \ '- \
\ \ \ , `, \ ,
- - J
- _ ' , -
�� i
Luo
I 1
I (\
h
\�
\
1 \-
Lu
III'II1�1 \\( \ \ ° , I / I ; '
\�\\\ ❑I
I 1 0)
`
\ \ I
\ \\
° \ I I
I \ I
\
Ii1 \\° I
\ , )� I I I I
II
I
0
/ I ° l
\\\\ \\ /
I °III 1 II \I I I I I II
I 10 \
1
° / 1
1
OI IIII 11 I f d ' 1
CD I 1
I I \ / I
of \ \
o \ \
INL
PR
_{TY
\,'
� 10%--
\
\ \ \ \ \ \
\ /
\ \ \
\ \
\
-_-' r
I \
\ 1 / f:I
I\l�
I
\ \
\ �
\
\ \ \ \\ \
\
\ \
�
SII I \l° \ \ 1 I ( I
1 o
- - --
III IIII I \\ \�\� I I I / I 1 I
I' 1 ° I I I 1
I \ °
\
\ \ \
\
_ --
\
--- _
'
SDI
Ln
_ _
/ / I I I I
111"111/1'
\
r
J
-' �- --- - - -�^
�\ -
--
'�
JOB NO.
'
MATCHL�NE
– – – – ` , –
, – – r _ r /
I�-- `,
, ' r _
/, -
42407
\ \
\
\ \ \ \ \ \
\ \
, _
1 °
SHEET C5
-30
–
-
SHEET NO
.o
I/
0
,o
`
`
I
--
C-301
`
o
�
-- --
/-
,,
L
0
N
U
N
U)
m
t
3
0
Q
C
CL
C
m
0
0
(1)
U)
a�
0
m
t
m
co
Q
�a
�o
o�
°z
°o
t2
0
E o
� o
m N
ao
�N
z
o�
CL
axi
� o
o
0
2'§
N m
�N
U �
axi o

N
0
0
0
m
Q
00
6
rn
0
00
0
a
0
a
L
i
PIN#: 0117444
CAL VARY BAPTIST CHURCH INC OF v
MCLEANSVILLE +etf lrl,,
J DB 5726 PG 196 v16"W—
ZONING:
• '•*�� C AF�f/
— 16" W — —
ZONING: AG 16'W— 16"W— — — — _ OHU �•:0�5j0, ?9
PlN#: 0117421 USE: INSITUTI� 116„ w —OH — — - FOS - UFO UFO FOj 6
J
REBECCA P. LOWDERMILK �� J - _ = — - - ,
— _
DB 2333 PG 478 16 w _ — —OHU _ _ _ _ _ _-(LGL _ F�
ZONING: AG 6" W — _ OH -_— - - - _ C __ _ -- - - - - - - - - - - - - - - - - - - -� CON
� YN CT �O N
USE: VACANT — 16" w — I _ - \ v V7`�, •.4�'Ci113�'Q
-- — ,jam, SrMp
K — _ - —
rruit+t
BURLINGTON qq _ —16 w — —-I.Inr- — — — - T5 RCP -IV — — UGT--UGT
HIGHWAY 70-A � —16" w— -� 8_ _ _ — �� UGT = 15" R P -IV CB — - — —UGr— _ — SAN— — - 16"SAN— \
U.S. HI , — 16" W —� - _ - — UGT U T CB - — HIS�_ >
PUBLIC R/W VARIES 60 — — _ — — n— _ -- _ Gr_ _ _ - - - 15" RCP -Iv a — — — _ — — N n —UFO — E
I NTENANCE R/W (MIN.) — — — 16" w _ _ _ _ - _—_ — U fir— , _ _ cB I - - _ _ _ _ _ - - _ — —uGr_ 16" sAN _ uGr — 16" SAN � o
_ _ o
_ /
MAJ --16"w-- —U - �� I -- � _ --UGr— --_UF �' ' v o �
16, w — - - — UGr— � , I —��— - _ _ _ —UFO — ^ vi
— — — - U T= G ` I - �- 16 SA _ OF ' z E M w
nU T
-��Go
UGT— I—UGT�--"=UFO _----- --- ----
_sUGTk UGr 7 ' 7U_ - —UFO 15" RCP -IV � C=7 O
��-FO— �'�15 -- _ v 0U
RCP -IV a �, rj Lu
'I,JGT UGr— 7 i <_ _
CB -----_-_-_-_ _-- r - LL Lo
—� /CS / 7 ��UFO� _ _ CB -------------- ----- - - - - -� ' / I �LL C7�
-� Gr / / UFO -- _Lu
_ --- o� CB -__- -_-_ - _ -------_-720L - 1 I I 0_o z >
l —U _ - _ _-_LIJ
1 \� -- I I \ \ WOMN O a
LT, / „SAN_F�� --.........................
__ _--_- --- _ --- -? \ \ \ \ I I \ \\ \\ �O a�1O w_ a_
U16_SA��UFO - U\ _ _ _ __ _ _ _ _ _ _ _ _ _ _ _ — — - - - - - - - - \ \ I \ \ I i \I I \ \ n z umi M U U
/\�- \ __------ -_----_---� \ I I 1 \ Z U U
/!-_ \ - UFO \ \\ - �.� _ ____________ \ \ \ 1 \ \\ / I l I \ - LI ° Q ¢ w U
FO 0
_yo > z
� 15' \RCP -IV I / / ' \ � _ / , r \ / I / c\i �
CB / _ - - \ / I I / / \ \ \ n \ \ \ I \ J O > OU
ry) 12
_ _--- - -7 / - / / / I \ \ \ \ \ — O
_ _ / / \ / / INLET \ W �
- - - - - - - - 00
_ % ® / / ' / // I I \ I // I / \/ / \\ 1 / , PROTECTION II \ I /' \\ II / ,�0 — _ — / / 720 / \ ~
DI \\ I (TYP)
Lu
U)
INLET / \ \ \ \ \ \ -� >
W
- _ / PROTECTION
/-- - - - -- (TYP) \
Q
\ \ \ I\ \ \ \ \ \ 00
DATE
I I \ \ l \ 1
DRAWN BY
/I G G 6 \\�\ \\ \ \\\ \\ \\�\\�1 \\/�-----__--- IvJ /� ' _ / / \\ \\ (\ /-I I / / DESIGNED BY1. MOORE
/ /' \ \ \ \ \ \ \ \ \ \ / ( • CHECKED BY
J. MATEY
/ ' / \ \ \ \ ` - \ I I / I \ • SCALE
2 / / / \ \ / /10 \ l \ \ I I I \ \ •
NLET
> \ I - - - - - - PRQT-ECTION
(T)(P) / , / / / / / / ' 1 \ \ - _ — — — \ \ I I \ I \ / 'Lu
\
C) m
Lu
/ w C) H
U J
U
LLJ
4 A, 0 u
Lu u
............................................................ \...... �.....`.... \\ \ J Q
ANDRECEIVING DOCK
0 Lu
LL
LU
(DV)
RRIGERATED- _ \\�`\\ \` \\�//' , ' / - _ _ _ - - -' REFRIGERATED o Z Lu Q
! \ , ANAREHOUSE \\ \ II s , / / _ , / WAREHOUSE _
I - -(86/7 6-32 SF) ' ' I' I' \� \� / ` .�.. ' ' ' - - _ _ (e67,632 SF), DC
FREEZER
PRODUCE \ - \ X
COOLEk
00
0 - - SCXL-EX40
JOB NO.
MAT CHLINE /' / ' ' / /' ,' / / / \ \ \ \ / / \ 42407
I
/ / / / / / - - - - SHEET NO.
HEE C-30 / / / / / - - - - — / I
/ / ! / / / / ' ' / / / \\ '\ -- i' ' C-302
0
N
U
C
0
U)
m
U)
0
CL
CL
C
0
N
N
O
C
m
t
m
co
Q
C
`O
at
O
t
3
N d
5O
-0 ()f
00
°z
wo
22
0
m 0
ca at
m N
0-o
.
,o 3:
z
O a)
2 a
�x
o
a) 0
0
a�
o .§
CL
c
N m
N
U c:N O
t j
2 N
co C:
U) O
at
E
U �
O
_o s
at
m �
U �
0
N .O
N U
m �
N O
� U
m
Qo
a�
U)
� .E
I
720
—
/ /' \ \ \ \ \ \ \ \ \ \ / ( • CHECKED BY
J. MATEY
/ ' / \ \ \ \ ` - \ I I / I \ • SCALE
2 / / / \ \ / /10 \ l \ \ I I I \ \ •
NLET
> \ I - - - - - - PRQT-ECTION
(T)(P) / , / / / / / / ' 1 \ \ - _ — — — \ \ I I \ I \ / 'Lu
\
C) m
Lu
/ w C) H
U J
U
LLJ
4 A, 0 u
Lu u
............................................................ \...... �.....`.... \\ \ J Q
ANDRECEIVING DOCK
0 Lu
LL
LU
(DV)
RRIGERATED- _ \\�`\\ \` \\�//' , ' / - _ _ _ - - -' REFRIGERATED o Z Lu Q
! \ , ANAREHOUSE \\ \ II s , / / _ , / WAREHOUSE _
I - -(86/7 6-32 SF) ' ' I' I' \� \� / ` .�.. ' ' ' - - _ _ (e67,632 SF), DC
FREEZER
PRODUCE \ - \ X
COOLEk
00
0 - - SCXL-EX40
JOB NO.
MAT CHLINE /' / ' ' / /' ,' / / / \ \ \ \ / / \ 42407
I
/ / / / / / - - - - SHEET NO.
HEE C-30 / / / / / - - - - — / I
/ / ! / / / / ' ' / / / \\ '\ -- i' ' C-302
0
N
U
C
0
U)
m
U)
0
CL
CL
C
0
N
N
O
C
m
t
m
co
Q
C
`O
at
O
t
3
N d
5O
-0 ()f
00
°z
wo
22
0
m 0
ca at
m N
0-o
.
,o 3:
z
O a)
2 a
�x
o
a) 0
0
a�
o .§
CL
c
N m
N
U c:N O
t j
2 N
co C:
U) O
at
E
U �
O
_o s
at
m �
U �
0
N .O
N U
m �
N O
� U
m
Qo
a�
U)
� .E
I
/ /' \ \ \ \ \ \ \ \ \ \ / ( • CHECKED BY
J. MATEY
/ ' / \ \ \ \ ` - \ I I / I \ • SCALE
2 / / / \ \ / /10 \ l \ \ I I I \ \ •
NLET
> \ I - - - - - - PRQT-ECTION
(T)(P) / , / / / / / / ' 1 \ \ - _ — — — \ \ I I \ I \ / 'Lu
\
C) m
Lu
/ w C) H
U J
U
LLJ
4 A, 0 u
Lu u
............................................................ \...... �.....`.... \\ \ J Q
ANDRECEIVING DOCK
0 Lu
LL
LU
(DV)
RRIGERATED- _ \\�`\\ \` \\�//' , ' / - _ _ _ - - -' REFRIGERATED o Z Lu Q
! \ , ANAREHOUSE \\ \ II s , / / _ , / WAREHOUSE _
I - -(86/7 6-32 SF) ' ' I' I' \� \� / ` .�.. ' ' ' - - _ _ (e67,632 SF), DC
FREEZER
PRODUCE \ - \ X
COOLEk
00
0 - - SCXL-EX40
JOB NO.
MAT CHLINE /' / ' ' / /' ,' / / / \ \ \ \ / / \ 42407
I
/ / / / / / - - - - SHEET NO.
HEE C-30 / / / / / - - - - — / I
/ / ! / / / / ' ' / / / \\ '\ -- i' ' C-302
0
N
U
C
0
U)
m
U)
0
CL
CL
C
0
N
N
O
C
m
t
m
co
Q
C
`O
at
O
t
3
N d
5O
-0 ()f
00
°z
wo
22
0
m 0
ca at
m N
0-o
.
,o 3:
z
O a)
2 a
�x
o
a) 0
0
a�
o .§
CL
c
N m
N
U c:N O
t j
2 N
co C:
U) O
at
E
U �
O
_o s
at
m �
U �
0
N .O
N U
m �
N O
� U
m
Qo
a�
U)
� .E

2
00
0
0
m
Q
v
0
0
0
0
6
a
L
\ CB \ U - CB ------------- USE: RESIDENTIAL
UFO
UFO—�\ — FO— CB - - - - — — - _� a— - - - _ •rr"rruif,sz,,i,
tj d \ \ — UFO— - \ - =UFO— - - - _- _- _-
g�— U T� U \ �\ ��\ - -� �� —UFO ''� ---- _16" -- - --
--
%\\al —\ — UFp— ` UFO— CUG - - -
16 -SAN— — _UFO - GT�- --UGT— iv. - — UFO - E
i — — - - - —UGT — ` —UFO-� {- Imo\ 0 0
Lr C —�AN---�-
16" SAN \ z E Z
1'RCP-IV ---�—�ZRQZ- --- '
\ \ 0 w
\ \ o E O Lu
-U / J \ w
-- - - - - - -- ---\\ -- --_\_� CB ��� 15" RCP -IV ----- ��
- - _ _ ,�-_-__ __ __ - ____ CB �Z15» RCP -IV H = O
_ - -� -� < \ --- -� �' �/ / /- - -O L --_--_ -------_ --_ CCB �� CB y - "SAN= F0—` - / � /' / / aV � U
\ , \ \ 1-` RCP -IV ` CB �- 1 SAN UFO
— — (/c —U / / Lu LL – W
U.
BURL/IVG�p \ - - _ _ 15 RCP -IV - / UFO / - a O _ o z w
\ \SII - IV ROAD - CCB �° �� > °
\ W Q Q (!7 U
INLET \ \ \ \ / / / / a, L z w 06
PI OTECTION / '
o
\ ` / JTYP) \ \ I y CD
C
C) w OU
Lu LL
00
cl�
Lu
1 I
w
w
Lu
I / �
/
-~INLET00
PROT-EC ION
(TYP) - - - - - J - ' / L_C \ \ ` / - - - - - _ DATE
DRAWN BY
/ - J. MOORE
\ I I \ I - - - \ \ / I I I / I 2/ / // I / l / / / / / / / , - • DESIGNED BY
- - - J MOORE
/ I =
PIN#.- 0117465 PIN#: 0117466 1 PIN#: 0117467 I
PlN#.' 0117468
I�
• •
I
1"=40'
C7
SOUTHERN NELIN� – SOUTHERN
- - DB 3442pF 81�- -(p� X442 P
"-�FiB27
C MORRIS PHILIPALLISON,'
5 SARA LYN SZOSTAK I
MORRIS PHILIP ALLISON,
PlN#: 0117469
I PIN#: 0117470
MORRIS PHILIP ALLISON,'
,RB- 11�G-15 - -
P. G
SARA LYN SZOSTAK
MORRIS PHILIP
PIN#: 0117472
I
+•ir
—
/ 16"
- -
- jaVlA[G: RS -4O - - - �O
-19 -EV
sE.-BEv. REBTRI�zED i /SEF DSV.
0. �- DB 3442 PG 815
- -
iET€D - X21 PG 15 I
DB 3442 PG 815 I
SARA L YN SZOSTAK
SARA LYN SZOSTAK
DB 3442 PG 815
MORRIS PHILIP ALLISON,'
PIN#: 0117471
t,+
.+' C A •,
• t
_
OHU
UFO -
UFO — O
_E -R
_ - - - - _ -_ -_ -_ - - - _ _�_
- - - - - - - - - - _
�
- - -���
- - _-_- -_-_- _ �p{yly�.�gS 40
- - _ */SE- TIAL
_ _ - - - -
-
PB 21 PG 15
ZONING: RS -40
USE: RESIDENTIAL I
DB 3442 PG 815
ZONING. RS 40
PB 21 PG 15
- - _ - _ ZONING: RS -40
_ _- _ - - - - I
USE RESIDENTIAL
SARA LYN SZOSTAK
D PB 21 PG 15 5
ORRIS PHILIP ALLISON,
SARA LYN SZOSTAK
DB 3442 PG
5Ir'
� � 7
..5S.
9 J
- -
-
_
OHU — _ -
- - - - - - - - -
- _ _ _ -
USE: RESIDE/�TIAL
- - - - - - =
-
ZONING:
'` w
--
---
F�
---
\
CB -- - -
-- -_-_-- 6 W
- -
�a1g- -
- _ - - - - - _
------_ ---
- - - = I
-----_ L--� -
RS 40
USE. RESIDENTIAL
I PB 21 PG 15
ZONING: RS -40
\ CB \ U - CB ------------- USE: RESIDENTIAL
UFO
UFO—�\ — FO— CB - - - - — — - _� a— - - - _ •rr"rruif,sz,,i,
tj d \ \ — UFO— - \ - =UFO— - - - _- _- _-
g�— U T� U \ �\ ��\ - -� �� —UFO ''� ---- _16" -- - --
--
%\\al —\ — UFp— ` UFO— CUG - - -
16 -SAN— — _UFO - GT�- --UGT— iv. - — UFO - E
i — — - - - —UGT — ` —UFO-� {- Imo\ 0 0
Lr C —�AN---�-
16" SAN \ z E Z
1'RCP-IV ---�—�ZRQZ- --- '
\ \ 0 w
\ \ o E O Lu
-U / J \ w
-- - - - - - -- ---\\ -- --_\_� CB ��� 15" RCP -IV ----- ��
- - _ _ ,�-_-__ __ __ - ____ CB �Z15» RCP -IV H = O
_ - -� -� < \ --- -� �' �/ / /- - -O L --_--_ -------_ --_ CCB �� CB y - "SAN= F0—` - / � /' / / aV � U
\ , \ \ 1-` RCP -IV ` CB �- 1 SAN UFO
— — (/c —U / / Lu LL – W
U.
BURL/IVG�p \ - - _ _ 15 RCP -IV - / UFO / - a O _ o z w
\ \SII - IV ROAD - CCB �° �� > °
\ W Q Q (!7 U
INLET \ \ \ \ / / / / a, L z w 06
PI OTECTION / '
o
\ ` / JTYP) \ \ I y CD
C
C) w OU
Lu LL
00
cl�
Lu
1 I
w
w
Lu
I / �
/
-~INLET00
PROT-EC ION
(TYP) - - - - - J - ' / L_C \ \ ` / - - - - - _ DATE
DRAWN BY
/ - J. MOORE
\ I I \ I - - - \ \ / I I I / I 2/ / // I / l / / / / / / / , - • DESIGNED BY
- - - J MOORE
•
•
CHECKED BY
•
I�
• •
SCALE
1"=40'
•
•
CHECKED BY
•
J. MATEY
• •
SCALE
1"=40'
/
/
•
•
CHECKED BY
•
J. MATEY
• •
SCALE
1"=40'
'm -_ --- I II \ I i /'- `� \ INLET- _--- ' �' / /� ) / / I / / I\ \ \ 1 I I \\ \I / / \ I \zl �
\ \ / ( \ '� L I \ J \ '
m I I I 1 \I / \ \ PROTECTION - - - - , , ' / / / I \ 1 \ I
w fll\ /I 11 \ I I \ \ \\ - - - - / / ' /' I / / /' I I II \ \\ = I
1 ) EMENE)
W
Ln
It
\ \ \ ❑ - ❑ // i -❑ ❑ \ ❑ ( _ - \\\I II �\ \ -
�O
\ _ L' I/ /\ I1 1\ \\ \ \ \ 1 /
/ I \ \I \ \ - - - - \ \ / I / / I 1 O u L.L
\ \ L
Lu
LU 0\ \ I ) / AID RECEf1/ING DOCK _ / \ / / / - ---------
- / \ / / / / / , \ J O
J OLu
0
LL
i / 1
0
LL
-710- ( _ _ ) D
RtFkl6EkATED Q
0 Lu
WARE"ri"OUSF__r
(87 63�-Sfl '' / J / / /' ' I / - - - ` ` \\ /' l l - - - - , - I/ /' /' / I /' // �' / ' I \ \ \\ W
) / - _ - - / I - - -705
/ \ /' 1 / � / --I r / \ �\\\\----------------- I-_-- \ / // // /
17
// /' / // I'---_ \ \ /\\\\` - - -- /','/
I FLEX TEMP C OLER / / / I I I i ' -
SCALE 1 40
o vu
"N _ / \ – – _ _ _ – – – – \ – \ \ – / \ r / J
\ / \ \ � � \ \ \ \ \ \ \ \ _ _ \� , _ \ \ / 1 i / f _ ) \ / I \ I � JOB NO.
1 1-MATCHIL E 42407
\ � _ _ - - _ � / � \ _ \ _ \ / SHEET NO.
II SH6- 7- - - - _ \ \ \\ \ \ \ / I I l / / i / \ \ I 1
\�
-7 C-303
0
N
U
0
U)
m
U)
a
C
Q
0
a�
a�
0
m
t
m
ro
CL
`0
(1)
0
�a
Z)O
-0 ()f
o (D
z
00
22
0
m 0
o
�N
0-o
C7 3
z U)z
O2
2 a
2 axi
o
0
0 0
o '=
a�
N m
0 N
U �
N O
a) U)
m c:
U) 0
a�
E
U �
O
m
U
N 0
U)
.o
U
� 2
N
rU C
N O
� U
m
CL -2
U) a)
t
� E

2
°0
0
m
a
rn
0
00
0
0
a
L
I I /
PlN#: 0117491 I
PIN#: 0117490 GLADYS BARRERA FLORES I
AHMAD H. HAMZE DB R 7741 PG 1802 PIN#: 0117492
DB R 7661 PG 3026 WILLIAM S HODGIN PIN#: 0117493 I PlN#: 0117498
PB 20 PG 59 THOMAS W. & PAUL J. & / I
PB N : R - ZONING: RS -40 DB 2242 PG 9 CAROL J. MILES CHANISTYH. MITCHELL \
I ZONING: ENTI USE: RESIDENTIAL PB 20 PG 59 DB R 7142 PG 968 DB R 6680 PG 2339 / \
I USE: RESIDENTIAL I PB 20 PG 59 PB 20 PG 59
I I ZONING: RS -40 ZONING: RS -40 / \
I USE: RESIDENTIAL USE: RESIDENTIAL
II PIN#: 0117495
LEROYA. HARPER /
16" W_ DB R 3850 PG 453
PB 20 PG 59
—OHU 96 W — 16"W l ZONING. RS 40 / \
—OHU — — 16" W_ USE: RESIDENTIAL \
—(yF\O--OHU —W——
�—
—OHU — _ _OHU — w — W PlN#: 0117496
ROGER B. &
I —UFO — W DONNA G. GANNON
/ / 1 \ \ \ \ _ _—
/ / I I I I I I \ \ \ \ \ \ \ - — / _ _ _ - _ ` / DB R 5036 PG 1364
_ PB 20 PG 59
Q) / \ / / QQ J I I i \ I l \ I 1 I ( FO>`W ZONING: RS -40 / \
/ / I I I 1 \ — \ — \ \ USE: RESIDENTIAL
/ —
_UG — ^ / I / I I ' 1 / ! \ /
—UGT — _ _ I / 110 / l I / / / , , / L
' _UST PlN#: 0117497
\ - 6-AiC/ �� ' _ ' UGT — — / l / / / ' / / ' J \OF \ \ JOSHUA MANN &
C 1 /—UG7 — — — _LUGT L / / (Q / / / �i �O '/ / O \ \ DANIELLE LEHMAN
�1F —= _ - UGC—=r = _/ ' ��O / p\�� ' / \ DB R 7794 PG 2220
PB 20 PG 59 0
ZONING: RS -40 °
I / i // 7 --\--\-_-\-\ J_� �, __� \ • ` -/ / /' /' \ �\ USE: RESIDENTIAL O
PIN#:0117486 o
ROGER B. & °
DONNA G. GANNON °
DB R 5036 PG PB 20 PG 59364 0
I / % S l \ 1S>gN \ \� ���T _ - 'c0 \ / ZONING: RS -40 0 0
USE: RESIDENTIAL
0
\ o
211w 0
PIN#:0117481
CAILLOUT LIVING TRUST,
LES CAILLOUT TRUSTEE °
DB R 6897 PG 1189 °
PB 20 PG 59 °
ZONING: RS -40 °
\ \ \ \ � I � � � [Q I I \ \USE: RESIDENTIAL °
S Q \\ \ �-k
b \
I I �
INLET _ _ _ ---- -- _-�_----'\ _ '�'' �-I/ /' //// /// t_ /--- /'�---�_'f \-_J�\ \ \\ \ I\\\\1\\\\\ \\ �- o
PROTECTIC�I � \
10
to
1 \
21 0
_ l — I i / — i \ 1
� -- - / -\ — — `- i- l � / / / / / / / / / / — \ \ \ \ \ \ \ \ I \ I I I 1 1 o/ 1 \
/o
o 1 (�ll
I
\ I \ \ \ \ _ , I I I / ,� NE110 l 1�II1
\ \ \ \ \\�\ - ice/ / /' '//,'= - /'� — -__�� --`� \ \ \ I I \ 1\\ \\20'�O�EI1°I
III`\gUFFER
O\
r\tbl I \
o
\, I l % / I ' \ I 1 ' J J ` /1 \ I I ' I ` 1 \ I ', / \ / \ ✓ / _ _ I j / /' / ; / I / / � l ,� 1 1 1 , / / , l l / l ,'/l ,' ,' f ,10/ I/
ml m lm mi mill
f
< I 1
6 1
(o0 001 Il \ I
/0 lr�
I ' - \ ` - / _\ C J / o 0 0 0 0 0 0 0 0 0 0 0 0 o I 1 \ I ° -
INLET l / 1 r/ / / / 1 // /lI1 / / I I /°/ / ce)
00
PR ECTION
1 r / \\ --- \ \ \ \ I r—\ I I \ / / 1 / , / /y
o
- \
\ \ \ \ \ / _ - \ \ \ \\\ \ jl \\\ // // // / _ - \ / �\ \ \ I // J \ l I / , /r /� /, l / / 1 J l 1 I I 00 rS\CALE �=40
/ // ' / r 1 I 1 I 1 I 4 \ \ \ ,\
� �� �80
O I
O TCHLINE \ \ J 1 \ I\ \ I \ I \ \ I0(11
�IJ --LI I K
°\,
+t,ttttt�rirr•1r
. 40EFORJ
C Oti, rn c.m, N
m E
0 0
lzr 0
N C (0
U 0 Z
z E ln� w
Lu o E 0O
H -0 O0
a W U
E o O
LL (,'J r j = w
ao —o z >
cl-
w
� O ID L a
(D CO } 1O (D
zZcn�� v U O
LLJX Q V) U
zLLJ
cz
+� O
U) ­A z
_ _y o > O z
~ ce ce Lr) O
O w U
t1O-, } a
N M cl�
J
w LL
0 H J_
w
a
Q
w
V)
w
m
w N
N
00
0
DATE
06/26/2019
DRAWN BY
J. MOORE
• DESIGNED BY
• J. MOORE
• CHECKED BY
• J. MATEY
• • SCALE
• 1"=40'
•
•
W
z
W
U
z
O z
Q
i r Q J
U � z
O
O I --I o DC
z � U �
Lu �=z
�
LU H O
U z z
F__1 0
J }} p
Q z
z 0
J (m OU
O Ocl� o
O
LL
U J ~
�_q�
F_ U)
cl�z Q
O W =
z w a
V
X
H
MJ
W
^D
m
JOB NO.
42407
SHEET NO.
C-204
0
N
U
C
0
U)
(6
t
3
U)
a
a
m
0
U)
a�
0
t
C
CL
`o
0
t
3
�a
�o
o�
c�
N z
°O
t2
0
�o
-_
°
m to
0-o
c')N
z
OU)
2 a
2 axi
� o
o
0
0
at;
a
N m
7 N
U �
�o
t j
(n
/
/
/
\
rn
I I �
INLET _ _ _ ---- -- _-�_----'\ _ '�'' �-I/ /' //// /// t_ /--- /'�---�_'f \-_J�\ \ \\ \ I\\\\1\\\\\ \\ �- o
PROTECTIC�I � \
10
to
1 \
21 0
_ l — I i / — i \ 1
� -- - / -\ — — `- i- l � / / / / / / / / / / — \ \ \ \ \ \ \ \ I \ I I I 1 1 o/ 1 \
/o
o 1 (�ll
I
\ I \ \ \ \ _ , I I I / ,� NE110 l 1�II1
\ \ \ \ \\�\ - ice/ / /' '//,'= - /'� — -__�� --`� \ \ \ I I \ 1\\ \\20'�O�EI1°I
III`\gUFFER
O\
r\tbl I \
o
\, I l % / I ' \ I 1 ' J J ` /1 \ I I ' I ` 1 \ I ', / \ / \ ✓ / _ _ I j / /' / ; / I / / � l ,� 1 1 1 , / / , l l / l ,'/l ,' ,' f ,10/ I/
ml m lm mi mill
f
< I 1
6 1
(o0 001 Il \ I
/0 lr�
I ' - \ ` - / _\ C J / o 0 0 0 0 0 0 0 0 0 0 0 0 o I 1 \ I ° -
INLET l / 1 r/ / / / 1 // /lI1 / / I I /°/ / ce)
00
PR ECTION
1 r / \\ --- \ \ \ \ I r—\ I I \ / / 1 / , / /y
o
- \
\ \ \ \ \ / _ - \ \ \ \\\ \ jl \\\ // // // / _ - \ / �\ \ \ I // J \ l I / , /r /� /, l / / 1 J l 1 I I 00 rS\CALE �=40
/ // ' / r 1 I 1 I 1 I 4 \ \ \ ,\
� �� �80
O I
O TCHLINE \ \ J 1 \ I\ \ I \ I \ \ I0(11
�IJ --LI I K
°\,
+t,ttttt�rirr•1r
. 40EFORJ
C Oti, rn c.m, N
m E
0 0
lzr 0
N C (0
U 0 Z
z E ln� w
Lu o E 0O
H -0 O0
a W U
E o O
LL (,'J r j = w
ao —o z >
cl-
w
� O ID L a
(D CO } 1O (D
zZcn�� v U O
LLJX Q V) U
zLLJ
cz
+� O
U) ­A z
_ _y o > O z
~ ce ce Lr) O
O w U
t1O-, } a
N M cl�
J
w LL
0 H J_
w
a
Q
w
V)
w
m
w N
N
00
0
DATE
06/26/2019
DRAWN BY
J. MOORE
• DESIGNED BY
• J. MOORE
• CHECKED BY
• J. MATEY
• • SCALE
• 1"=40'
•
•
W
z
W
U
z
O z
Q
i r Q J
U � z
O
O I --I o DC
z � U �
Lu �=z
�
LU H O
U z z
F__1 0
J }} p
Q z
z 0
J (m OU
O Ocl� o
O
LL
U J ~
�_q�
F_ U)
cl�z Q
O W =
z w a
V
X
H
MJ
W
^D
m
JOB NO.
42407
SHEET NO.
C-204
0
N
U
C
0
U)
(6
t
3
U)
a
a
m
0
U)
a�
0
t
C
CL
`o
0
t
3
�a
�o
o�
c�
N z
°O
t2
0
�o
-_
°
m to
0-o
c')N
z
OU)
2 a
2 axi
� o
o
0
0
at;
a
N m
7 N
U �
�o
t j

L
�a
50
o()f
cD
CL z
00
2�
0
m 0
�U)
m N
a o
s
C7 �
rn N
z
o�
Q
ax
i
� at
o
�0
o
L:5
a�
U) m
U �
axi o
t
•ol
o \
\ \
I
�
\
\ \ \
\\ \ \ \
\ \
SHEEt
C-301 1
\
\
\
\
\
_ J _
t,�,
o p \ \ \ I \
I \ \ \ \ \ \
MATC �I NE I
\ \ I - _ _
' , - _ - ' _ - _ _ _ / -
r
SSIp.
9
o \ \ \ \\
I \ \ \ \ \ 1 I \
_ 1 1
I \ I /_
- _ - _ /
� J �/ / / _ �, ,-_\ —
,Al,
kc
F U• I
o 1\\\\
U \ \
\ \ 1 \ 1 I
\ 1 1 \
\ - - _
- /_ - --;.
-
CM
L
ON
\ \ \ I
\
/ / , / ,
{_
/
/ I I
I
695,-
\ _ — _
�
P
I I / o _
_� I \ I\1 / / I �' ° I / / I
I I I �l I , 1 \ r�
,o
\ 1 o
I
\ ¢ 1 / - / ___ _-
-9-
' \ \\ I ' \\ ' ' /' ' \1 \ ' \ - J /' - - - - - -
o /'
_ _
\1/ l , II== ' / / I o/ I 4
\\\111 fl \ d I
\ \ I 1 1 I
I
\
\
�ROTECTI6N '/ ,_ _ - - '
_ _
_ '' - - - '/ ''''�' '' - - - - \
/ \ \ '
,I
N �'
^ c
c>7
1
\1 l
\
\_�
\ - - -
�(TYP)_ / � , '
, / -_ -
- - - � � � � \ _
/
U �
oll �� t
I \ \ , __' ,'
I \ I
__
Lu O
W
o/,
��
\ o ��
/ '
__ � \� '
�o 0
0 11 I 1 , \ 1 \ ,
III I I I \ ° I\ ,
\ I 1
� —/� ! �' \
_- � �,;' / 1"'\ ��' /
/ /'
� _ , �\ I\I �- , /
/
,
��
WLL�N
W
-�
-
a >
l
l / ' ' 1 _ ' / / _ / '
\
�1LI+�X ¢
(n
v
/.9 _
� \ \\ \ \ 1 I \ \ \\ / '
I ' \
\ / I
'
//
/ _ - _ - - -
— _ _
-'' ' / ' / / /, %/ /� / -/ / �/
/ / /
---
- - -
CC zz
p
06
\ \ I .b
,
\ , O
I I'II I �\ 111 ° \
1 11 I ° / \ \ \ , / /
I
/
i�
/ /
W
11 \ 1 I /
' /
W
LL
III\ IIS \ I 1 I
I / - - -
I 1 l
o
0
Lu
o OI
\
III
/PROTECTIQN
L0
Ip,
PROTECTION
,
(TX(P)
' '
>
W
)
- -
-
- -
Q
\
Ip /
\ \
i / / ,
, , , ' / ,
/ / / / / / J , / , ' '
,
w
o
o
\ \ I \ I o I
\\\
\ ,'
,
/ \
00
\\ \\ \ o \ \
\a
\
/
1 / /
I //� _� �'/
l �'
/'/,' / , i / �, / / / , , /
/
DATE
�\ \
,'
/
' l '
'
o\ \
\ _ _
_ / l
/ J , ,
r /'
06/26/2019
/
o
J.MOORE
DESIGNED BY
\ \ \ \ \ \ \ \ \ \ \ S \ I l 1 I I I ( \ \ 1 \ \ o \ ' I ' / , / / , / , / / / / / , / , / I
° � \
' '
� I / i r i /
/ / r / / / l
- l
J. MOORE
\ 1 1 \ I \ \ \ \ I I o\-
,
Iz
CHECKED BY
\ o
\ \ \ I 1 \ \\\ \ I \ \ 1 1 \ \ \ 1
-
, ,
/ / / / / / '
' ' / / / / / / ! ' / ( / / \ _ -
_
•
_
/
•
J. MATEY
\0
-
O 6 9
_ -
SCALE
o
/
•
1 40
to \ o
, / I 1 I
-
I1 \ \ \ \\ \ _-ro
_o
o
/ I /
Lu
1\ \ \ \ \ \ \ \ \ \ o\\\ \ \ \\ \ \
—
I
,
-
ce)
Lu
\ \ \ \ s \ \\ \
665
/
/
/
\
— �, 1
- -1 / '
,--
'
INLET
�, / �PRC��fEGTl01�
q � \
o - - - - / � / _ - - _
- _ -
A
_
/� 1 r
_ _
/
1 1 /
Q
O
r
' 1 /
o o /
/ i
I
/
U
Z
\ll \ \
/ o / / 1 / o I
\ \ o \ , ,
l o /
LW
W
H O
ao
/0 /
z�
o
J
11
a° °I°°
o
o
lo
\
°
\
QZ
6
o
J
o\
\ , �' , /'
Q
LL
LU
\ \ \
\ \ \ \
\ \ \
\ \ \
LL
00 670—
I 1 l
20 zoNE
\
I \\ b\ \
SCALE - \ \ \ \ \ \ - \ - B -OFFER\
p
\
\
I I
1
uo
/1 -0 _ \ \\\ \ \ \ \ \ -
o0
\ \ \ \
\
80'
\ \
\
\\
J /'I
uj
\ \ 1 \\
\ \
\ \ 1 \ \
of
\
b\
\ \
o
\ \
\\1 \\ I 11
I \ \ \ \ \ N
\ \ \ \ \ \ \ \\\\ \\\ \ \ \ o \ ; I I
v
1 \ \ \ I \ I \ \ I
BU ISR I I
\ I ! \
\ o \
/ /
CSS \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \
\ \ I \ 1
1
\o
-
-------- - - - - -\\ \ \ \ \ \ \ \ \ 1\ \ \ \ \ \\\\\\ \\\ \ I \\\\
\\ , 1 I\ \\ \ ` \ \ I \\ \
I of
- ,
\
\\\\\o\
--\
lo
\ \ \\ \ o\
N87°9954"NV 77778'
\ 1 I \� _ \ \ ' , / / / I / , , /p,
/
577.18
I I \ \ \ \ \ \ \ \ S o
\ \ 1 I ' i
\ I
I I I I I I 1 ,
\ \ I \ \ \ \ \ I
\ o
\
\\
\ I \ \\ I 1
°-
o \ \ \ \ 1 I \ \
o \
-
I
° \
°-
JOB NO.
\\
0\
-fAATCH
------
I /
42407
\\
o
°
°
S�EES C-30$
SHEET NO.
°
C-305
p1o
L
�a
50
o()f
cD
CL z
00
2�
0
m 0
�U)
m N
a o
s
C7 �
rn N
z
o�
Q
ax
i
� at
o
�0
o
L:5
a�
U) m
U �
axi o
t

L
(a
�O
o�
°z
�o
2�
0
m 0
0
U)
m N
a o
C7 �
c') N
z
O2
Q
�x
o
0
0
CL '=
a�
N m
� 0
U �
axi o
S EET C-302
r
�MATq LINE,' / /
/
/ / r /
/ / , ,
/
– – – –
— —
\ \
\ /'
,'
' I
:D�� r �8
,Uf
�
y
cot WC.
-TION
/ _ 1 / r
/ 1 \ ,
\ I \ \ \
\\
/ I ' / / /
'
/ '
i
r / /
'
,
/ \
\ \'
� I\
'•, SCOL
`'««�,�„�t�''
•`'
F��FF�IGEF�AtE\D
� �\ \\ � \\
/ ,'
�'
,/ ,'
/
,' ,,
,, /�
I I
'
- -WAREHOUSE I
I I
I
I -' r'
/
,'
/
P�FRIGERATED\
/
-
_
/
`\ \,
`\
,,----�&67�3_2_SF)
'
'\ 1 '\
I
''
WAREHOUSE
�,
,
1'
� o
/'' _
,' ,'
,'
/' ,'
,'
,' r
/
, , ,' ,'
'
\
I \
I
\ \
N
Un
... �....
•'• •
'' '
/
'
I I
,( 7 632 SF)
VV
\
I
I /
I
U0 U
z
Un
z
I
,•�
FREEZER
/
/ /
_
1
/I ,
E �
0
w
\ \
I /
\
\
I
I
=LU
o
Lu LL Lr) rj
LU
'
...\.
I r
\
O
aC7Om
O
w
COOLERLU
\
- ----
--
1
I
I
}'o1O
C>
�
LLI �X ¢
w
U
-
- - - - - - - - ,
I /-' I l ' l/'
' ' / /
'
I I I / I I
I /
¢W ai< z
0
°
dS
-
,'
ci -Ap
CD
Lu
k.0
_7..
LU
00
LL
.... .............. ,� ,�,
� �
� DOCK
'
\\
/ e/
CEIVI
�
II `\
\
w
' ,'
,' /
//' ___/ / �\
1 I u
l
�' _----_
/'\-' / / / r ' '
' I/ /'
I I I
l
I I / I I I /
/\✓11
\\
a
/ -
1
-
, / / /
/
I
/LU
Li
_
F)l/
LU
11
\
LU
co
DATE
06/26/2019
cu
1
I
/
DRAWN
BY
' ' I I
' \ \ \ \ I\ 'I \ I I I \ ' ' ' '
/
II
1.
MOORE
'
-/
/
(SLI
\
\\ \\ `\ \\ \ \ I II I
! I I / /' ' /l
11 I I ,'\\
' l
I / _ /
I
I
- / ,
,' r Q
/
' '
Q
\\
I
I I
, ,'
/ I
,
M
•
DESIGNED BY
J. MOORE
\
1/
/l /I
W
•
CHECKED BY
-
_ _ / '
_
\ \
\ \
I 1 \ I I
I / I 1 /
I I
I
I
\
I l� /
, / 1
I / /
I I
I I 1
/ Q
/ g
w
=
•
J. MATEY
Z
/ — _ J
/ , -
_ � ' -
\ \ \ \
\ \ 1
I , 1 / / 1 `
1 I 1 I
I I
I ° I �, I ��,, I I I °
I
I
1 /
•
•
I \ ' \ _ / I
\ J , I / / 1 1 /
SCALE
1 „ = 40'
\ \ , I
\ \ / / 1 1
r
IT'I
/
IG / G,
-N
LU
— —, —695- / , ° 1°
1
-
z
LU
_
90�z
I
/'
-/2
LET
//Z/
�''/'
II
/*
\
\\
��
zQ
LET
PROTECTIONOROTEETION 2O
/
(TYP)
�
(TYP)
/ /
_ IN, \
\
,
I
/
I I I
U
Q
J
\\
LU
U
z
U
W
H 0
I
I
\ ` -
( I \
/
,
U
u
z
Q
z
--_-' ___'
I
\ I ,
— \
% `
, \ \ , -
\ I 1
1
I
/ , I
1
I , 1
J
O
I
\ \ \ I / \ \\-
'
1 I
/
, I
' I
I
I I 1 ,
, I I I
,�
<
I—I
O
o
�
V J
O
O
�
N
\,� --
\
\� �_ \
/ /, ,--�
I I 1 / ,
clC
O pCLU
L
U
H
N \
\ \ \ ��
\ /
\ \ —
— / '\ /
1
' '
I 11
v
I I I
c
I I
\\ \ \
I
�\
I 1
\_
/ �-
\� /
-- \ \ \ \ /
\
/ �_--
\
\ \'------'
\ I
I '
/ \ \
I
I I I
I I
1 /1 I /
\
Vl
\ \ 1 \ 1 1 J I
I 1
' '
---
�' \ \
\ \
I
1
/
I I I /
0
LU
Q
I I
I I
I
/
� �
I
I
,
/
/
N
N.
/ /
\ui
'-N \ 1 ` ` I
(
l -N
\
, 1,
I
,(D
\ \\ \\ \\
��\ \\ \\\1
,// I
I I
/
I
\\
\ __
`
—
N
N
/
/
1
\ I \
\ \ 1 \
/ / /' I ' / /'
\
\ l \ \ - \ \
N
-
- - - - - - ' \�
N—
\21
, \
�
\ \ I \\
1 / / / � , , ,
\ \ \ � \\ \\ �\ ��_-
\
\ 1 1 I I 1 I
/' \ \
\ \1 J/l
llr
I /
\
\\\\-_
��----
\
I I 1 I
\
`� \����- -_-__/
//
��_
SCALE1�0
1
,
\ NN
I
t14-
\\ �\
__–' /' / / I r / 1 I
\` \ \, \_ �_--, `,_�
--�
, _
` \ \ `
\ I
,_–\ – ––
/ I
0 / ,
40 80
/
JOB N
42407
.
I
\ \ \ \ -\ - -- - / / / / / / , / � \ \ \ \\ 1 _ _ - �� \� \\ \\ \ \\ 11 � \ \-------_--__
1
\\ / , ' \\ `� \�\ MATCHLINE -_-__\ �S \\ \ `\ 1 I `� -- ; \\-'\
/
—
_ _ _ / / I I
\ \ \ �IdEET C-310 \
— —
_ \ \ \ \ \ \ \ ` 1 I \
-
1
/ 1
SHEET NO.
\\
,, // , / I
_ _,\ \\ \\ ,\ ,,\ �,\`
�o ,\ ,\
\\ ��-
,'-�-, '�
'
1 ' I
C-306
L
(a
�O
o�
°z
�o
2�
0
m 0
0
U)
m N
a o
C7 �
c') N
z
O2
Q
�x
o
0
0
CL '=
a�
N m
� 0
U �
axi o

L
0
N
U
C
a�
U)
m
t
3
U)
0
a
C
CL
0
a�
at
0
m
t
C
Q
�a
Z)O
o()f
CD
CLz
�O
0
�o
at
m N
a o
C7 �
c') N
z
O�
a
� at
o
O
o
Q�
U
N
U �
N O
t j
SNEET�-303–
�– _\ –_� — / _ \ \ \– \ \ \ / , \ /
L-I.N'E / \ \ 1
�•••t�GA••••,
� pQ:•*�SS1%".
.
�r
F, 6R
Ir
CO fSTNIC.:"TION
REFRIGERATED
�_
,\ \ \
\ WA HOUSE ' '
\\
i\ \ \\ \ \ \ \ – –
(867,6/32 8F),
l
1 \
a,
CD
I l / \ \ \ \
` \
\
0
� u
/ I I / \ \ � \ \
\
N �
�
E
F W CD
OU
/
rl)/
CD
\ I 1 I ' ' ' '-
\
LU LL o
LL H
w
CD
I 1 I \ \\ \
\
o
DAIRY PRODUCT �_– \ 1 _ �_� – ` `\\\ \ / / \\\ \
( \ /\ I I
,
\ \ STOR\AGE \ \ \ \ \ \ \ I\ \ \ \
\ \ \
_
O w
LD m M
a
(D
\
a a
m p
O
�
c>7
�N
.mow
00
0
( \ � I
I
\
/ \ DOCK / / \ \ \ � / / I I 1 I � \ \ \ \ \ � � \ \ ` \ \ \ \ \ \ \ \ � \ \ 1 I
,
CD
/
"
-
w
/ / / 710 / / I I \ \ II \ \ \ , \ \ ` \ `\ ----- `\ `\ \\ `\ `
\ ILu
_ -' , \ I 1 \ \ 1 \ r_ --' ,' \ \ , \ \ \
\ '
\
\\4 � ❑ Q ❑ I / Q I / l l l � I I I I i 1 I Q \ \ \ , � � \ \\ — – – .' � _
rr"
Lu
rn
c 190
L' / ' ' ' ,' / / / , / ) ) \ ' / \ I \ \ \ \ \ / �� \��� \\ `� ISI\=� \`�� – �\ \\ I 1 C- I II
ILI
\ \\
DATE
/' �� �'
06/26/2019
DRAWN BY
CA l \
J \
I l \ \ ` 1
\
J \ � �_ � � � , \\��=–� \ \
dbis
w \ \ \ 1 I – – `\ `\ \ h_
\----�--
/
–�–
1. MOORE
DESIGNED BY
c�
Z_ \ / \ \ _ I \
( \ 1 /
I I I \ \ \ \ I I---�— --- –-----�----------1– – – –----�
\J J "\ \
--�
J. MOORE
Ch
\
J \ I ' i I / I !I , / / // l \ / \ , I \ \ \ \ 1 \ I \ I \ \ \ \
2 L – / , \ \ \ \ \ \ \ \
l I / / \ / \ I \ \
r\ 1 1j \--- � 1 � \
CHECKED BY
F -F
� r � �__ I / I / \ / \ � \
•
\ \ \ , I I 1 I , I \ \ \ / ' / '' I \ \ I \ \ \ \ °\
/ , I -- / / _ \ \\ 1\\ \ \ \ \ \ 1 \ \\ \\ \\\ \ \\
•
•
J. MATEY
\
SCALE
\ \
\
Lu
I I
I I
N
Lu
z iz \\ , I ` \ \ \ � / \ \ \ \ \ \ 1 \ 1 \ l I \ _ I� ) � _ _ ✓ � I I , – � , I I \ \ 1 1 I 1 \ 1 \ I \
\ 1 ' \ \ \ \ I 1 I \ \ I \ \I \\\ — / �\ // \ / \ – \\ I\ I 1\ 1 1 \ \ 1\ I\ I 1\ \\\\\ \ \
INLET / / 1 I I \ \ \ I I \ _ I _ _ _ _ _ i
- I \--1 iy \ \
O
7
Z
\
\ \
PROTECTION \ )
' ' ' \ \ 1 I 1 \\ \� /\� I \ �, 1 \ I I \\
J
TYP / / 1 \ \ \ \ I \ \ \ ---'–\ , \I , _ �►\ \ __\ \ /;_/ I , \
,
1p
O
~� 0
LL
Lu
u
L 11
LU
0
u
Imp) \ \ (/ ' _ * \ \\ \ \ \��\ ,
li\
�\
O
0
0
pC
ILL
ci�I/
w
)7
ter/
w
/ ` �
Vl
0
Lu
Lu
rn _)
X
\ I z \ \ \ I \ \
1 / _
/
M
\
SCALE 1"=40'
II IMATCHLINE \I 11 \ /' ,' \II 1 \I \I\I \ �,
' _
JOB NO.
42407
-- -- I
- - -/SHEET C-311
SHEET NO.
C-307
L
0
N
U
C
a�
U)
m
t
3
U)
0
a
C
CL
0
a�
at
0
m
t
C
Q
�a
Z)O
o()f
CD
CLz
�O
0
�o
at
m N
a o
C7 �
c') N
z
O�
a
� at
o
O
o
Q�
U
N
U �
N O
t j

Q
0
0
0
00
0
0
0
a
L
�
a
�io
o
�
cD
CL
N z
°o
t2
0
m
;_ °
s o
m N
a o
s
z N
z
O
a
� o
o
0
0
a�
a
N m
N
U �
axi O
t j
o
\\00
SHEET C-3
\ \ / I (� \ \ /
\
/
\
1
/
'
I
l
�tt<<tfirti�i+r
–
^
\
\
J
��I/
I,
ATCHL
\ `I / \
\ \ ` / \
\ \ \ \ \ 1
\ I i \
\
\ \ \ I o`\ i
5Sl
• "'
\
i
\
\ 1 /
l
\ \ /
\
\
\
\ \
'
�R.
III/I/�–'
/'
I
I\
`
1 I \\
\
\ 0 \
\\
- LFL
I\\II'\\//'
/
_
_�
---�\ \_
� �I
/ \\ \ \
\ \ \
1 \ I
\\\ \\ \ (
I I I
\
I \ \ o\\ \
CO
CTION
NL T
PROTECITIO
\
\ `
\
`
'
' _
l
`
\ \ \ ` \
1
I 1 1
\ \
` \
\
\ ' '
I r I / `
/ I
_
\
\ \
/ I
1 I
\ \
\ \
r 0 /
\
/ \ \
/ I
\ 1 I I
I \ \ \ I `
` \
) \ /
1
I I
\ , 1 \
\
\ \
�
cn
�'
o E �O
LU
W
~ � C=7
O
LLJ
U
Z /
LULL o �
w
'
/0'
WoM M
O
W
/ /
9CAL 1 40
1O >
LU
M =
F
z
_
O
Z
U
0 / ' / o/ 40' 80'
W W � zO
p
z
cz
Iro/
� � N �
cn
�
`,0
0
O
�
W
, 0
^1
}
I 1
1
l
( r I / I I
i ,
I / I 1 I I
\ \I
) , / II I \
\\ \\ \I \\ I
, _ I ,' /I ,
I
/ / I lo° ��
O
\
\�
//
/
k.0 LU
00
LL
I
r _ ,
1 1 \
`\° ° o\
°°0O \
oo
W
01
/ 0j�
/ //,
10 / l I 111
I \ \ \ \
o \ \ \\ \ `\ \\ \\ 1 \11
I I \\ \ 0 1\
LU
,INLET
\
\
\
PROTECTION,
/ / /
/
I \
I \ \ \ \\
\ \ \ , \
o \ \ , \ I
\ \
I / / �/ l/ 001
W
N
0�
Q
mm
o
°
DATE
\/
\I
\ \
\
`\ \I \ \\
/
/
I IIIA;
1
/
I 1
\ \ \
\
\ I
o\ \
\ I °o
06/26/2019
1
I /
l
\
dols
\ \\
,
/ ,
/
/ \ I I
I
I
\ I
\ \ \ \ _
\ /
\
I ,
o
r / I I
DRAWN BY
1 \
\ / � � I \ 1 \ I/
I I I I I
// \I I \\ I I I il,i III lol
/I
I
\
J.MOORE
DESIGNED BY
I
O
I
•
J. MOORE
I I 1 \
1 I
CHECKED BY
\ (n / / / / 1 I \ I / I
' \
II II
•
\
_
I -- \
_ ---
\
/
�'/ / / / /
1
I I \ 1 \ 1 , \I
\ \ r I , \ \
( I I / / r I P I I
I I
o
1 1 1
•
J. MATEY
II I
•
SCALE
I
/
I° //
10/ I I
•
1„40'
I I I I
\
\\ \\
\ \ \ \ /^\
/ --
�' --/ � '
'' /
/ / I /^ ' ' '
/ �
�/ / ,
/ l , l l I 1 \ I
, �
, lol r
11 \ 1 1 } lol I ' 1�
•
•
LU
z
\° \ \
\
IST
-
°\, I \
z
�-6
,�
P,RdTECTI
\
\ I
Q
– _ \ \ – – – _-- – \ _ \\ \ \
TY
0�` Z
_ ,
, _
\ , '
/
_
\��'
, /'
I
o \
• \
\
— — --
�','
/ '/�–_' \�_--'
_'
/l I / /' // /
��� \\
_' '/ ,'/ //' ' ,'
I
I ' ,' / �00o
/
\� ' / \ / – '
– – –
' ' ' /
'
r ' –
\ \ – J
– \ / '�
\
I l
w
I – –
/'
,
\
– _ –
/'
665
\ \1\ `_ \
--- \
I
–
_--_
–__ –
–
/LJ,
\�t1111'
-
_ ---
–
--__
_
_
_–
\
_ .-
\`';
\\\ \\\660 �� -
i�`_; `- \`
'\\
\
--,'
o '
\
��,�_�- �1i\
\�---
— �
-__ ,�'
IV
0
O
Lu
_ -
–
\ I 'I1\
– _
—
(l
–
,
– / /
l •
1 I
_ – – – – –
o
/ o
CCL
O
LL
%_\\
_ \\ —
– _
\ \ \ \ II 111
\
– – ; f \ \
_
\/� _ _ / i
–
_ / _ ,
, _
\
_ _ _
,
, I l /
U
(
0
3
0
/O0 Ir
/
T\\
o -t -0
\
6�Q \\ \ \\
�
\ \\ \ \ \�
\ � //'1 ❑
❑ –
❑
\
\\ \ –'
�o
\
\
\\ �\\ice \\ � – _
tl /
\
–/
\ / _
– – � \� \ �\
\ \
J
�
0
I \
JOB NO.
42407
–SH
' ' ' \
i _
\ \ \ \
\ \ \
\
\ / –
SHEET NO.
_
_
C-308
�
a
�io
o
�
cD
CL
N z
°o
t2
0
m
;_ °
s o
m N
a o
s
z N
z
O
a
� o
o
0
0
a�
a
N m
N
U �
axi O
t j

Q
0
L0
0
rn
0
0
0
2
0
a
L
°\ \ \ \ \ \ \ \\ \\_°–__=__--
I
\
°p SHEET C-305 \ \ \ \ \ \
�° \ \ \
\ _ — _
— ' '
' ^67
I
' I 1
1 I '
I ' I
\\ \
I
\ \
\ \ _
-
_ _ — _
-
/' /'
, I
++t+++tfirtrr•
CAF?Of �9
\\\\\\\\/�
\
``
.••' to
ip syr MATCHLINE\\\ �`e–\\\ �\ \ \ \ \\
\ \ �\
�/ / '''�
''/'// I
I I I / I ' '
/ /
/ / /
�DQ:SSI`p;U.�
'.
_–___--
/
/ /
/ /
Cz
00 0
CM YNGTION
RSINLET,
\
_
/
00
00 '2 \ –\` � \ \ \0° \ \ \ \ \ \
\
\ \ \ � –
– � / / ; –
/ . '
S, \\ _\ \\
9 \ \ \ \ \ 0 \ \ \
\ \ – �PROT�CTI9N' – –
_ _
, '
o 0\
\ � \
DWELLING ° \ \
�
\
p \ \ \ , \ lop
S
0
Lu 6E
o I
o '
\0\\
––
W oMT LU
O
W
\
– –
LU
=
u
p
Z U)10\
\
3: Lu X Q
�� z
w
1 p
I l o\ , /, I , III l , , \ ,
– _
,/', / ,,, , ,
' , ,' - /
/ ' I
\
ALL
0W 0
Lr)
06
}
1 I of //,/
,
\
\\
4 ��
Z
I °
, / / / , ,
/ / / /
/
I
\
I
F_ _
Lr)kD
O
\ \ \ 1
/� ' '/ / / /',' /
/ ,' �/ ! III/// /'
INLET /
' I
'
� o
>
U
I 60 / I I 1 \
I \
\ \ \ \
O
,'
PROTECTION
�, M
a
cl�
1 `
\
°
(TYP)�
�JH
w
O
LL
\ \
° \ I ,
/ I\
000
p
\ \ \
I 1 I I \
\ o
a
I I I \
\ / 1 I \ \
1 I I 1 1 \
/ / / / / i I 1
P
/
' / I I I
\ \ \
Lu
�
PIN#: 0119107 \\ I \
\ ° I I
, /0
TANYA LEE HOBSON INGLE & , / ,
1 f , \ 1
TOMMYMICHAEL INGLE, JR \ , 1 ° \ I I , /
` I I 1 1 6 I '
, 10/1
/ I – – 0 / / / '
' /o ' ! I
/ , ' ' / / I \ \
'
\ – ' /
/
/ 1 \
w
DB R 7800 PG 1435 ) / , p iJ I I
/ 1 I I
ZONING: AG / p � I
/ / /
/
/
/ o / /
/ /
/
/ / I /
\
/
1 \ `
–
– �
Q
N
1:71 -
USE
USE: RESIDENTIAL I o
o
o \ I I I , ,
/ 0
DATE
0/ l
06/26/2019
DRAWN BY
1.MOORE
o
p / / ' ' / \
'
' / '
\ \
_ _
–_\\
DESIGNED BY
_
•
/'/ 'I 1 I '
/ / I \
/ I
— — —
–_\ –__
__–
•
1.MOORE
,' /'/'�
_
_,
/ j� / I I I
/ / / \
\ ---__–
--
•
CHECKED BY
/°�,
�'� �� I I '
I 1
/ I1 \
-- i=/�-------_–__`
`--- –
_\
–
–____
•
J. MATEY
/ \
\
_–
_
__--
__--
L Lj/
o \ \
/ '
– – \
\
SCALE
Lu
p
S
Lu
z o\
\\\\ \I '\ \ \\ \\ ''
INLET
l 0l\\\
\ \ \ \ I
P,R'OTEQTION-'
Q
J
o\�\\\\\ \ \\ \ \
� _ /
,
��
\ \
� /
,
O
O
LL
\ \\
\\ \
°o �
'
z
� Q
°
p \ \
0
Lu
U°
0 \20� ZONE 2
\ °\
r^r
O
ce
° °
II
/\
o 0 0 0 0 0 0 0 o p 0 p p 0 0 \ I 1 I
S \\ �\ p \ \�\ \\ \\I\
l\
\ \\
0
o p ° °
\\ \ \\�o��BIU
—
/
`
\ \\ -
_ _
-
6�
\
J
F01\\ \ \ \\\\\\\
0 ° ° I 1 \ 1 \ \
/
1
1 \\
\\� - _ _\
\\
= \
,O^
U
00 1 \ / 0 I \\\\ \\� \ \ \ \ \ \ --'\�'
0 \ \ \ \ \ I
/ /
\
\
'
' '
O
O
w
00
)s MA y IH 1 \ I I \\ ll \ \ \
p o 0
%NV lld N Y. 1 \ I °' \ \ \ \ \\ �\ \ \ \ \ \ \ \ \
/ , //
\ _ l / / / 0
I
\ \
1 \ \ \ \ \
\
/
LL
H
/
0 :\63 /
° INV OYJT (S) 6,79.39 \ I I °
— — — \ \ \ \ 1 1\ \ \ \ \ \ – \ \ \ \ / , // / 1 ��\ 0 1 1 \ \ \ / / , /
— — — I
o
•
w
/
0
Z�+
°0
o
o
00 p0o
Z
po
0\
°
l/
\\\,
0
00 00 — — �/ / b 1 ;I 111 \ \\ \_
0 0
00 poo/,p
�� I /o
J1
0
o p
o SSWR MANHOLE
�.
/ /o ,0 /
9 l p
V
0 6 RIM: 646.40
0 o°
0
V–IN–(N_): 6%3 7-9 2p
Q (\
'
p–
p°° Cr -o°
O INV OUT (S): 63782
-e1°
/
/p
I
–
\ _IN
0 0
p°
° o
/If _1 \/I\ \1 obp \–
0.
' f
–
0 0 °
\ \
Al\lp01
\I
° p p o 0 0 0PIN#: 0119114
0 °0oopoo ANDREA GAIL WILLIAMS
j, I pOq
p I oo
MWJOB
c) 0 0 DB R 7195 PG 2735 °p
\0°0
ZONING: AG
RESIDENTIAL °Q \
\°oU�E
z p O
imi IN
El
'
0
O p o
° °o�
o 0
p°
),/0
0 0
° oo O
,,
0� \\
6
°
°p
\
/o \o
0\
NO.
/ °
SCALE 1n_40i ° ° 0
l cv
0 0
42407
p ' oO
° / ° �o
p OII
I
SHEET NO
.0
-- O O 0
40' 80' 0 p p l
o—- 0 / '
o
� �
/ / /
/
C-309
/ — \ _
/, / 0 1 \ \ O
\ O , I , p
0 , ,- \ \
U
0
m
t
3
0
a
C
Q
0
0
0
a�
0
t
co
CL
�a
�O
CL
o �
C7
N z
00
t2
0
m
0
� o
m N
a o
D
o
0
c N
z
0�
CL
axi
� at
o
0
at 0
o:5
CL
.N m
U �
N O
at N
co c:
U O
a�
E
U �
o
U
N2
N .o
N U
(6 �
NO
C U
(6
Q O
U)a)
�E

Q
0
LP
0
rn
0
00
0
a
0
a
L
0
N
U
C
0
U)
U)
0
Q
C
CL
m
0
at
0
m
C
Q
�a
Z)0
o()f
C7
N z
wo
22
02
c:F-
E 0
a_o
zN
z
O a`�i
2 a
axi
H at
o
0
0
a�
a
N m
0
U c:
axi o
t 0
OS
SHEET C�06
— — —
\
—
I�flATCHLIME-,
_ —-_
�, \` \\ ` �\ \1 I \
-_�,
1 /) ,'
96'oa;Uf�y;
;:D
CYNC.TIO N
/
I
I
\
\ /
\
/ \ I
\ / i
•r scow +•
E
/
o
0
Un
U
ULU
Z
w o = 0
aW
U
O
\ \ I /
I l / / /
- / /
I
I
O N p
O
w
,
W M
000
a
X Q
Un
LU
06
z
-y CD
ce
-- - - - - ----
'
// / / / / / / /
/ / / I I
/ / \ / /
// \
I I I , 1 — _ —
—
—
�� 0
W
OU
\
_
� }
�
p
�0w
IL
��00
'
I /
l
I /
I
1/''
-__-------- - - -
- --
\\\\\
\S\/''J// /' I , / /l /l
/l // // // / //
I //
/moi'
I
1 I�
w
'
a
------------------------
/l
//
/,'
r___-' /,'-
p
LU
I
Unw
LU
I
I
00
o
DATE
0612612019
675,
DRAWN BY
m
J.MOORE
/ �
\
,
II /
I
/
,
DESIGNED BY
/ / I / I
/ I J / / l 1 / \ / 1 I / I
C7 /
ce)/
%
•
/ oo
/ - _ - - /
, / / / / /
/ / / / / / /
1
/ \ I
/
I I I , / I I
1 I
•
J. MOORE
'
'
CHECKED BY
/ - Z /l / / / / / - ,' / l / 1/ / / / l / / / / / i I I I / 1 l \ I I / / / I - - - / 1 I / / / 1 I I / I I I I
/ ' / / / I
•
'
/
/ /
/ -
- / I / / /
, I I I 1
\ I I / ' \
1
I I
I
-
I 1 I I / / I
I I l I
I
I
I
•
J. MATEY
67 Q
/ / , , '-_-
I / / /
/ / / / / /
/ I
/ _ I
/
/
1 I I I
I
I
/
/ / / ' / / '
/ / / ' / '
/ / ' / / / I I I
' / / I /
I - - - ' /
/
/ '
\ I / ,
I I
I
•
SCALE
SCALE 1 "-40'
/' ,
/ I I
I /
I
I \
•
" _ ,
LU
CL
LU
C)
W
Lu
INLET' ,
/ '
/ ,
/
/ / /
/ 1
\ �
\ �__'
� _ /
---
\
i /
J�NLET
II I I l
1 I '
O
O
DC
/ /
PRdTE�TIO,N
/ , /' �' /' /'
I \\
�' �'
'
\
II I I
/ ,
T P /
� Y/ )
/ / / , / , /
/ _
/ / I
I
\
\
_ _ _ , _ ,
\
/ PROTECT16N
U I i I I i 1 /
I
l
W
U
z
/
_- /
/ �
/
I I
\\
_
_
\\
(TY
/
/
// \
I
/ —
/
1 ;
,' ,' / ; - ' / / /
/ - "' ' - -' —
\ \ \ \ `%
\ -'
- — — \
`\
/ ' III
; ' I I ' / /'
\
W
H O
GO
�' ,'
to
- O I /
�' - - _
(n '
/'
_ - - -
z
Z
\-\
r
l0<\
,
\`
\
\�6,
Vl
�
O
41- J
� U
op
O
LU
LL
I—I
�
Uj
\
W
=
- -
-
-
LU
V
a
—
�� —
---_------
-------- -- �-------------------------------
690— \
_
\ \
\
N88°44'14"W-
280.16' (TOTAL) \
- - \ \ / \ \ \ 251.09' \ \
_
\ \
11
29.07'
,
I
_
M
W
—
\
\
I
/' /' - /
/SHEDS
JOB NO.
,,---- \ \
\
' / , l
---- —
--
42407
DWELLING
/
/
SHEET NO.
/
C-310
0
N
U
C
0
U)
U)
0
Q
C
CL
m
0
at
0
m
C
Q
�a
Z)0
o()f
C7
N z
wo
22
02
c:F-
E 0
a_o
zN
z
O a`�i
2 a
axi
H at
o
0
0
a�
a
N m
0
U c:
axi o
t 0

Q
0
LP
0
0
a
00
O
a
0
a
L
0
N
U
C
N
U)
0
a
C
CL
0
0
U)
a�
0
m
t
C
Q
�a
Z)0
-0()f
U (D
z
00
o�
m
0
� o
m N
a o
N
Z
cO a)
G Q
x
Off-+
0
0 0
CL
=
a�
N m
U)
.0 U �
N O
�P
SHEET C-307
MATCHLINE I
D : •'SSIp'••.
\ J
'
'
'' _ � �
' / 1 I � /
/ -
1 1 11
,
�
/
I
I I / I
I I \
I
-ERL
•
w
, -' / - - - - `'
,/
// �
//
\ /
I
I
\ I ( ,
/ 1 1
CO y. YncITIO
N
Lr)
Ln
CD
C) 0
�
cn
LU 0
I
ILU
- /
O
\
W
LU
LU
LL c
\ 1 I
I
w0M�
w
O
w
C,:f W
a
�O a�1O w
3: LLIz_
U
CD
kD =)>
I
\
6
k.0 LU
00
LL
N
LU
a
z
LU
LU
LU
/
Q
ko
\ I
/
'\\
DATE
/
/
I
'�-
,
,l / / / ,' ,'
06/26/2019
\
DRAWN BY
/ \ _
, J I II\\� I \\ \
\I/
/ \
'
\
'
/�
J. MOORE
,
\ \
- _ , _
- , /' _ _ _ - - ,
, \ - -
- - /'
I
\
,' / �'
1
\ \
\
\
\ \
/
DESIGNED BY
\ _ I / _ -
\
\ \
\ / \ / / / /
/
I
/
-
-
- - - J �/ - -
' _
l
\ /
\
\ - , ,
/
/
, \ i /
/ / - \
�J;--
•
J. MOORE
1
,' - _
\
- ,'
, 1
` _ _
_ J
-
_
'
`I
'' /
' J ' '
I ' ',''
''J\`
•
CHECKED BY
/ I
_
*
J. MATEY
I
- J / \I
/ — —
— —
— ` `- — / - _ \ / / _ \
\
/ _ - '
/ ' ' _
\
\
\ \
/
/
/ ' / 1
1 I , I I _ _ _ _ - \
INLET
\
•
1
SCALE
—
PROM&ION
1=40'
SGALE11"=4(1
(TYP)�'\ \ \❑
/
69
0
416' I I 80'__/'
-
( \\
/
,,,----_\
/// _\\\
/,,/ /',,,
__
\
\
1 \ \ \ 1
L—
LU
-- --
_ \
❑I
LU
/
W
C5
J
\ \
\
I
LU
0
O
-6&0
\
' \_
' I\1111\\
�
-
__----- '
00
\ \
— -/'
II
\_
_l
\
,
_ _
I—I
U
../
III\l11
\\1\\
_
Ira//
/I
\
\
Q
Lu
O
LL
I~�
INLET-
PROTECTIONI
--
1\(TA'P)----------
—/
1 ,I
--
I
_--------
/-
1--
-
- - -
/
I
\ \ \
- - - - _ -
Zd
O'I1xN \
- _
J � _ - -
jr,-
r
JOB NO.
--
42407
SHEET NO.
--
/
C-311
0
N
U
C
N
U)
0
a
C
CL
0
0
U)
a�
0
m
t
C
Q
�a
Z)0
-0()f
U (D
z
00
o�
m
0
� o
m N
a o
N
Z
cO a)
G Q
x
Off-+
0
0 0
CL
=
a�
N m
U)
.0 U �
N O

L
�%C()8
08
'MRTCHLINE = DQ: SSI
FO��., y
L OR
I /
It °I t\,\
- - o/ /\
1 \ \
0\
I \ \ \ \ \ \ \ \ \ o\ \ J `\ \ z E w
/ �
p 1 / / 11 Q1L U
o \ I / III 0 m a� O
b \ \ f 1`111 w LL c7 oN = w
w0r1°iO w
\o \ \ljl Q O — r Z >
PROTECTION
w a
(TYP)`�'
�\° \ \ \ <; W ai � z w O
1 O 06
`Iob 1 �' I \\\\� _ �o > z z
101 I \ \ O w U
` / l \ / - 1 \ J / ' ,' / l \ \ /' /' \ I I , I / 1 \ 1 '1 I I I I 1 0 w w
/'
Lu
b / Ill
Lu
\ / 1111 a'
\\
/ I I o/ I/ �/ U I IIIiI F-
/ C( I — VIII p ,�
6, \ 111 00
\
DATE
\ �_��'J'I\\ / -
\ / / / .o
X670 0 06/26/2019
�/ � � \ /�/
p / I / ,!// DRAWN BY
p/0 / 1 // / / r J. MOORE
° o// / / ` I �'/ DESIGNED BY
/
\\ \\ \ \ / l \ \\ / / /� I / / , I` I /r' l/rjl • J. MOORE
V) • CHECKED BY
of I / i/�/ �!r l • J. MATEY
ofI / / , 1111 • SCALE
I \ ) I ill Ill' ' • 1"=40'
°
o
, \ , !/ 1 0 °
T I I / I 1 , I / °/6
111/o/
\�I 4 ; CD
(1
/ I / II I I 1 I \ II 1 I I \ \ I \ \ /) 1 W to J � �o IIi1 \ =;0�
I , 1 I / Lu
1`�-b -111 11
IIIb\
\°o\
jO
1 / - __'
I°j \, i 1 `\\\11 II O0 If
Z
o�� 630
\ f \
pco
0/ II \ l� \� / \\ _111111 III�i I\ U z J
I
J O
` / ` \ , ( I \ _ / / / l / ° � I.
�1 2 , \ 1\ \\ \\ \ I 1\ \ \ \ \� 1 I \ \ I I,\ \ \ \- \ _ - - / ,' /0 / / I I \ \ III _ I/I \ U Z
W I \ ' � ' !' 1 ' J I \ I \ III;► , �II�� ' � = O
/° , I \ 1 / v
/o
F w H�
I I , / INLET °
/ I I I \ PROTECTION \ 1 I 1 I I / l / � /� // / I \ II l/ I Illl J O
, I I I I � \ 1 I I I „ i� , ice_ / � , / /II J ,^
\ 1 1 I 1 I , I I l / / /1 1 / / /// / \ \ - i // / / , / d / / \ I I / 1 / �// z0 V )
\\\/, 1\
\ I I I I J/ I I
I 1 I 1 I I I I I 1 I I 1 1 / I .-- ` \ I r I l \\c\ / // a / \\ \, 1 11\ J U ../
/ , � I � \ , \ , / I \ \\ \ \ - _ / � � / � , 1\ r I I I , LL
I , ' / , / -� \ ' / /,'! J I \\I; \� / ,' ,' / ,/ \ \. \, \ 111 'III I \ O W
� / I / _ , \ \ / / I / / / \ 111 III ( D
, , , / l r / 1 I ! / I , / I , I I , , , , / - \ \ — / , / , , / / / / I ) \ , , / / / , 9 / / \ \ \ ;11 I1\ \ ! 1 O O
/ / - - - \\ // / / /o ! \ _(p \ I //'ll II 1111 / U � H
/ , \ I , \ / / , / / / / , / , ILL
/o / I
/z/
° / \\ 1 1 III/I 1111\I\ ? I—I
�\ ,,,//,� < ! , � �\\ Illi 111111 = Vl � W
,�^/�
/ / Vl
0 Lu
,I \i )/r ' / / l I / �' 6 ' \, \ J / I `-- ,111, 11111 \ /
UJ
/// // // ! / / / / I / 6 / / I I ,I/II 1111 It
,O'D,/ , 20'ZONE2 / / !/i/I 'l
' 1111 / r \ \ \ \ 1 / \ I l / a / / / BUFFER / l/III IIIi' \
/0
/o 30' ZONE 1 1
-oo ' / \ \ ,/l I 1 BUFFER , I'l1,
o
_675 o
,O M
°
----- _' °, 'III VIII
- - -- -_ o/ v / \- III I�1
6C/
,3/ J 'Qmo°
o
° \ ( \\ \ 1 JOB NO.
co—, ,� , ,, \\ J / \ ! _-- — \ I I / I , �I, I \ 42407
SCALE -'I -40 /, , / / / / I \ , p
° SHEET NO.
'-\--- Z --p -_-40' -' � 80'po/ \ \ \ \\ __ \ �Illl /!��/ �
'° III /� C-312
°i/
N
U
3
�a
�O
o�
c�
°z
wo
22
0F-
m
;_ °
-_
�°
m N
a o
" .�
c') 3:
z
OU)
.a CL
�x
o
0
0
a�
E 3:
CL
N m
N
U c:
N O
a� N
(6 0
U) O
a�
E �
U �
O
m
U
N .O
� U
U i
v5
U)
co 'o
N o
� U
(6
CL O
U) 2
a)-
� .E
/
'
/ I
/
/
/
/
/
/
/
/
/
/
/
Al
/
\
\
I I \
I / I _T
/
L
�
/
/
'INLET
P140TEbTIOIf
iTYP)
/III
/ �
p 1 / / 11 Q1L U
o \ I / III 0 m a� O
b \ \ f 1`111 w LL c7 oN = w
w0r1°iO w
\o \ \ljl Q O — r Z >
PROTECTION
w a
(TYP)`�'
�\° \ \ \ <; W ai � z w O
1 O 06
`Iob 1 �' I \\\\� _ �o > z z
101 I \ \ O w U
` / l \ / - 1 \ J / ' ,' / l \ \ /' /' \ I I , I / 1 \ 1 '1 I I I I 1 0 w w
/'
Lu
b / Ill
Lu
\ / 1111 a'
\\
/ I I o/ I/ �/ U I IIIiI F-
/ C( I — VIII p ,�
6, \ 111 00
\
DATE
\ �_��'J'I\\ / -
\ / / / .o
X670 0 06/26/2019
�/ � � \ /�/
p / I / ,!// DRAWN BY
p/0 / 1 // / / r J. MOORE
° o// / / ` I �'/ DESIGNED BY
/
\\ \\ \ \ / l \ \\ / / /� I / / , I` I /r' l/rjl • J. MOORE
V) • CHECKED BY
of I / i/�/ �!r l • J. MATEY
ofI / / , 1111 • SCALE
I \ ) I ill Ill' ' • 1"=40'
°
o
, \ , !/ 1 0 °
T I I / I 1 , I / °/6
111/o/
\�I 4 ; CD
(1
/ I / II I I 1 I \ II 1 I I \ \ I \ \ /) 1 W to J � �o IIi1 \ =;0�
I , 1 I / Lu
1`�-b -111 11
IIIb\
\°o\
jO
1 / - __'
I°j \, i 1 `\\\11 II O0 If
Z
o�� 630
\ f \
pco
0/ II \ l� \� / \\ _111111 III�i I\ U z J
I
J O
` / ` \ , ( I \ _ / / / l / ° � I.
�1 2 , \ 1\ \\ \\ \ I 1\ \ \ \ \� 1 I \ \ I I,\ \ \ \- \ _ - - / ,' /0 / / I I \ \ III _ I/I \ U Z
W I \ ' � ' !' 1 ' J I \ I \ III;► , �II�� ' � = O
/° , I \ 1 / v
/o
F w H�
I I , / INLET °
/ I I I \ PROTECTION \ 1 I 1 I I / l / � /� // / I \ II l/ I Illl J O
, I I I I � \ 1 I I I „ i� , ice_ / � , / /II J ,^
\ 1 1 I 1 I , I I l / / /1 1 / / /// / \ \ - i // / / , / d / / \ I I / 1 / �// z0 V )
\\\/, 1\
\ I I I I J/ I I
I 1 I 1 I I I I I 1 I I 1 1 / I .-- ` \ I r I l \\c\ / // a / \\ \, 1 11\ J U ../
/ , � I � \ , \ , / I \ \\ \ \ - _ / � � / � , 1\ r I I I , LL
I , ' / , / -� \ ' / /,'! J I \\I; \� / ,' ,' / ,/ \ \. \, \ 111 'III I \ O W
� / I / _ , \ \ / / I / / / \ 111 III ( D
, , , / l r / 1 I ! / I , / I , I I , , , , / - \ \ — / , / , , / / / / I ) \ , , / / / , 9 / / \ \ \ ;11 I1\ \ ! 1 O O
/ / - - - \\ // / / /o ! \ _(p \ I //'ll II 1111 / U � H
/ , \ I , \ / / , / / / / , / , ILL
/o / I
/z/
° / \\ 1 1 III/I 1111\I\ ? I—I
�\ ,,,//,� < ! , � �\\ Illi 111111 = Vl � W
,�^/�
/ / Vl
0 Lu
,I \i )/r ' / / l I / �' 6 ' \, \ J / I `-- ,111, 11111 \ /
UJ
/// // // ! / / / / I / 6 / / I I ,I/II 1111 It
,O'D,/ , 20'ZONE2 / / !/i/I 'l
' 1111 / r \ \ \ \ 1 / \ I l / a / / / BUFFER / l/III IIIi' \
/0
/o 30' ZONE 1 1
-oo ' / \ \ ,/l I 1 BUFFER , I'l1,
o
_675 o
,O M
°
----- _' °, 'III VIII
- - -- -_ o/ v / \- III I�1
6C/
,3/ J 'Qmo°
o
° \ ( \\ \ 1 JOB NO.
co—, ,� , ,, \\ J / \ ! _-- — \ I I / I , �I, I \ 42407
SCALE -'I -40 /, , / / / / I \ , p
° SHEET NO.
'-\--- Z --p -_-40' -' � 80'po/ \ \ \ \\ __ \ �Illl /!��/ �
'° III /� C-312
°i/
N
U
3
�a
�O
o�
c�
°z
wo
22
0F-
m
;_ °
-_
�°
m N
a o
" .�
c') 3:
z
OU)
.a CL
�x
o
0
0
a�
E 3:
CL
N m
N
U c:
N O
a� N
(6 0
U) O
a�
E �
U �
O
m
U
N .O
� U
U i
v5
U)
co 'o
N o
� U
(6
CL O
U) 2
a)-
� .E
/
'
/ I
/
/
/
/
/
/
/
/
/
/
/
/
\
\
I I \
/ �
p 1 / / 11 Q1L U
o \ I / III 0 m a� O
b \ \ f 1`111 w LL c7 oN = w
w0r1°iO w
\o \ \ljl Q O — r Z >
PROTECTION
w a
(TYP)`�'
�\° \ \ \ <; W ai � z w O
1 O 06
`Iob 1 �' I \\\\� _ �o > z z
101 I \ \ O w U
` / l \ / - 1 \ J / ' ,' / l \ \ /' /' \ I I , I / 1 \ 1 '1 I I I I 1 0 w w
/'
Lu
b / Ill
Lu
\ / 1111 a'
\\
/ I I o/ I/ �/ U I IIIiI F-
/ C( I — VIII p ,�
6, \ 111 00
\
DATE
\ �_��'J'I\\ / -
\ / / / .o
X670 0 06/26/2019
�/ � � \ /�/
p / I / ,!// DRAWN BY
p/0 / 1 // / / r J. MOORE
° o// / / ` I �'/ DESIGNED BY
/
\\ \\ \ \ / l \ \\ / / /� I / / , I` I /r' l/rjl • J. MOORE
V) • CHECKED BY
of I / i/�/ �!r l • J. MATEY
ofI / / , 1111 • SCALE
I \ ) I ill Ill' ' • 1"=40'
°
o
, \ , !/ 1 0 °
T I I / I 1 , I / °/6
111/o/
\�I 4 ; CD
(1
/ I / II I I 1 I \ II 1 I I \ \ I \ \ /) 1 W to J � �o IIi1 \ =;0�
I , 1 I / Lu
1`�-b -111 11
IIIb\
\°o\
jO
1 / - __'
I°j \, i 1 `\\\11 II O0 If
Z
o�� 630
\ f \
pco
0/ II \ l� \� / \\ _111111 III�i I\ U z J
I
J O
` / ` \ , ( I \ _ / / / l / ° � I.
�1 2 , \ 1\ \\ \\ \ I 1\ \ \ \ \� 1 I \ \ I I,\ \ \ \- \ _ - - / ,' /0 / / I I \ \ III _ I/I \ U Z
W I \ ' � ' !' 1 ' J I \ I \ III;► , �II�� ' � = O
/° , I \ 1 / v
/o
F w H�
I I , / INLET °
/ I I I \ PROTECTION \ 1 I 1 I I / l / � /� // / I \ II l/ I Illl J O
, I I I I � \ 1 I I I „ i� , ice_ / � , / /II J ,^
\ 1 1 I 1 I , I I l / / /1 1 / / /// / \ \ - i // / / , / d / / \ I I / 1 / �// z0 V )
\\\/, 1\
\ I I I I J/ I I
I 1 I 1 I I I I I 1 I I 1 1 / I .-- ` \ I r I l \\c\ / // a / \\ \, 1 11\ J U ../
/ , � I � \ , \ , / I \ \\ \ \ - _ / � � / � , 1\ r I I I , LL
I , ' / , / -� \ ' / /,'! J I \\I; \� / ,' ,' / ,/ \ \. \, \ 111 'III I \ O W
� / I / _ , \ \ / / I / / / \ 111 III ( D
, , , / l r / 1 I ! / I , / I , I I , , , , / - \ \ — / , / , , / / / / I ) \ , , / / / , 9 / / \ \ \ ;11 I1\ \ ! 1 O O
/ / - - - \\ // / / /o ! \ _(p \ I //'ll II 1111 / U � H
/ , \ I , \ / / , / / / / , / , ILL
/o / I
/z/
° / \\ 1 1 III/I 1111\I\ ? I—I
�\ ,,,//,� < ! , � �\\ Illi 111111 = Vl � W
,�^/�
/ / Vl
0 Lu
,I \i )/r ' / / l I / �' 6 ' \, \ J / I `-- ,111, 11111 \ /
UJ
/// // // ! / / / / I / 6 / / I I ,I/II 1111 It
,O'D,/ , 20'ZONE2 / / !/i/I 'l
' 1111 / r \ \ \ \ 1 / \ I l / a / / / BUFFER / l/III IIIi' \
/0
/o 30' ZONE 1 1
-oo ' / \ \ ,/l I 1 BUFFER , I'l1,
o
_675 o
,O M
°
----- _' °, 'III VIII
- - -- -_ o/ v / \- III I�1
6C/
,3/ J 'Qmo°
o
° \ ( \\ \ 1 JOB NO.
co—, ,� , ,, \\ J / \ ! _-- — \ I I / I , �I, I \ 42407
SCALE -'I -40 /, , / / / / I \ , p
° SHEET NO.
'-\--- Z --p -_-40' -' � 80'po/ \ \ \ \\ __ \ �Illl /!��/ �
'° III /� C-312
°i/
N
U
3
�a
�O
o�
c�
°z
wo
22
0F-
m
;_ °
-_
�°
m N
a o
" .�
c') 3:
z
OU)
.a CL
�x
o
0
0
a�
E 3:
CL
N m
N
U c:
N O
a� N
(6 0
U) O
a�
E �
U �
O
m
U
N .O
� U
U i
v5
U)
co 'o
N o
� U
(6
CL O
U) 2
a)-
� .E

H
I�W�
AT ENTRANCE
(CREST) OF SPILLWAY
EMERGENCY SPILLWAY DETAIL
NO SCALE
PROVIDE A MINIMUM OF THREE
TEMPORARY BAFFLES BETWEEN
STORM DRAINAGE DISCHARGES INTO
THE BASIN AND THE BASIN OUTFALL
NOTE: INSTALL RUBBER
GASKETS ON ALL PIPE
JOINTS
TEMPORARY SKIMMER
TRASH RACK
TOP OF DAM
ELEVATION
EMERGENCY SPILLWAY ELEVATION
Qz
c
O
CREST OF RISER
ELEVATION
SCHEDULE40
PVC PIPE /�� RISER
(SEE BELOW)
CONNECT FLEXIBLE
TUBING TO ORIFICE
BARREL
BARREL INV. IN ELEVATION
CONCRETE ANTI -FLOTATION
DEVICE
CENTERLINE
OF DAM
5'X5'X5" CONCRETE "
ANTI -SEEP COLLAR LOCATED
SLIGHTLY DOWNSTREAM
FROM CENTERLINE OF DAM
(MINIMUM 2' FROM PIPE
JOINT)
END SECTION
RIPRAP OUTFALL
PROTECTION
BARREL INV.
OUT ELEVATION
H ti
I__W__�
AT ENTRANCE
(CREST) OF SPILLWAY
EMERGENCY SPILLWAY DETAIL
NO SCALE
POROUS BAFFLES
TEMPORARY SKIMMER
NOTE: INSTALL RUBBER
GASKETS ON ALL PIPE
JOINTS
TOP OF DAM
ELEVATION
EMERGENCY SPILLWAY ELEVATION
SCHEDULE 40
PVC PIPE
CONNECT FLEXIBLE
TUBING TO ORIFICE
TEMPORARY SKIMMER BASIN
NO SCALE
CENTERLINE
OF DAM
.11�,� _ _ _ _ _ _ TOP ELEVATION OF STORMWATER
#5 WASHED
TEMPORARY SEDIMENT BASIN iii -,i! iii_ STONE
NO SCALE
DIMENSIONS & VOLUMES OF SKIMMER BASINS ARE AT WEIR ELEVATION
C'c"\
� Y �
0 J C _ l � ;
J _ �,J T
,'_%l r" _, r/I'._
/.,1� (J_i_l! _
,'' r _.
_�'1/
r RV
/IRC/I
r RVI
I L
__U'-,TH --
_ , .
r RV
V
0
_.-16
V
C';i._0
.
L �_
,
,. .�
-7JL'
14 X,-=� lid C�A
Cr? G
„AR/r.`;
Li
Ci
(i
�(�
'
16
TI
75
i _ . _
4 2_-
- ?
i()! , 3'(.
TT °0
J
L'> 4'\12 T, C/
- --
5'a�- R -=C lT
TI C lT
DIMENSIONS & VOLUMES OF SKIMMER BASINS ARE AT WEIR ELEVATION
* DIMENSIONS VARY DUE TO IRREGULAR GEOMETRY. SEE PLAN FOR DETAILS.
4 i
2-2
6' MIENIML�M,
Definitiom A gravel arra or pad located where vehicles enter and leave a constrntction site.
Pumose: To provide stability at the entrance and exit points of a construction site. This de4ice is designed to
keep mud and sediment off public roads,
Conditions Where Practice Applies: Wherever traffic will be leasing a construction site and moving
directhsonto a public road or other paved off site areas. Construction plans
slwuld limit access toproperivconstructccd entrances.
Minimum Rfyyirement
Aggregate'Size: Use 2-. inch )sashed stone (;arg ), or aggregate size approved by the Dept. of Transportation.
Thicknes5: ]inches min]mam(nmst ifs Cfi�I.�L'[I Et7�L'.l talc �zud�yrlr>>i1 ,�rJ
Width: 25 fc-t� niinimtnm throuShout the entire entrance
Location: POL"ition theentrance to limit sediment from having the site and to allow maanmitln usage
for construction traffic. Avoid stoop slopes and eyntrancc�s at curves in public roads.
Washinl;: Tirt� will ni [ed to be washed if most of the sedirnoit is not renxovod 4vhen passinp
over the stone. Wash areas should alwti ays drain into a sediment trap or other suitable
disposal ana.
CUA5frUCtipn S 7ersfi CStion5= 1+t al+E?sure entrance: IS Clear of r[a]ts, vuge.tation, and deb7'i5. Placestone. on
the proper prade a5 shown on the: plan and provide ade'quae draina);e to
an approved erasion control device, Ceote%tile uozderlining insist be installed
to im}�reovefnundation stability -
PLAN VIEW
FENCE AND FABRIC
BURIED IN TRENCH
STEEL POST
6"X6" TRENCH,
BACKFILLED AND
COMPACTED j
SECTION VIEW AT OPENING TRENCHED INTO BOTTOM OR SIDE
MAINTENANCE
INSPECT BAFFLES AT LEAST ONCE A WEEK AND AFTER EACH RAINFALL. MAKE ANY REQUIRED REPAIRS IMMEDIATELY.
BE SURE TO MAINTAIN ACCESS TO THE BAFFLES. SHOULD THE FABRIC OF A BAFFLE COLLAPSE, TEAR, DECOMPOSE, OR BECOME INEFFECTIVE,
REPLACE IT PROMPTLY.
REMOVE SEDIMENT DEPOSITS WHEN IT REACHES HALF FULL TO PROVIDE ADEQUATE STORAGE VOLUME FOR THE NEXT RAIN AND TO REDUCE
PRESSURE ON THE BAFFLES. TAKE CARE TO AVOID UNDERMINING THE FENCE DURING CLEANOUT. SEDIMENT DEPTH SHOULD NEVER EXCEED
HALF THE DESIGNED STORAGE DEPTH.
REMOVE ALL BAFFLE MATERIALS AND UNSTABLE SEDIMENT DEPOSITS AND BRING THE AREA TO GRADE AND STABILIZE IT AFTER THE
CONTRIBUTING DRAINAGE AREA HAS BEEN PROPERLY STABILIZED.
POROUS BAFFLES
•[.11r:9
1. BAFFLE MATERIAL SHOULD BE SECURED AT THE BOTTOM AND SIDES
USING STAPLES OR BY TRENCHING AS FOR SILT FENCE.
2. MOST OF THE SEDIMENT WILL ACCUMULATE IN THE 1ST BAY,
WHICH SHOULD BE READILY ACCESSIBLE FOR MAINTENANCE.
3. PROVIDE 3 BAFFLES (USE TWO IF LESS THAN 20 FEET IN LENGTH). PROVIDE
5 BAFFLES FOR DRAINAGE AREAS GREATER THAN 10 ACRES.
4. BAFFLE SHALL BE 700 G/M2 COIR EROSION BLANKET.
5. TOPS OF BAFFLES SHOULD BE 2 INCHES LOWER THAN THE TOP OF THE BERMS
6. INSPECT BAFFLES FOR REPAIR ONCE A WEEK AND AFTER EACH RAINFALL
CROSS SECTION
SUPPORT ROPE SUPPORT POST
TO WIRE TO 24" INTRO BOTTOM
PREVENT SAGGING OR SIDE
NO SCALE
EXISTING SLOPE
FRONT VI EW
MAINTENANCE
INSPECT CHECK DAMS AND CHANNELS AT LEAST WEEKLY AND AFTER EACH
SIGNIFICANT (1/2 INCH OR GREATER) RAINFALL EVENT AND REPAIR IMMEDIATELY.
CLEAN OUT SEDIMENT, STRAW, LIMBS, OR OTHER DEBRIS THAT COULD CLOG THE
CHANNEL WHEN NEEDED.
ANTICIPATE SUBMERGENCE AND DEPOSITION ABOVE CHECK DAM AND EROSION FROM
HIGH FLOWS AROUND EDGES OF THE DAM. CORRECTALL DAMAGE IMMEDIATELY. IF
SIGNIFICANT EROSION OCCURS BETWEEN DAMS, ADDITIONAL MEASURES CAN BE
TAKEN SUCH AS, INSTALLING A PROTECTIVE RIPRAP LINER IN THAT PORTION OF THE
CHANNEL.
REMOVE SEDIMENT ACCUMULATED BEHIND THE DAMS AS NEEDED TO PREVENT
DAMAGE TO CHANNEL VEGETATION, ALLOW THE CHANNEL TO DRAIN THROUGH THE
STONE CHECK DAM, AND PREVENT LARGE FLOWS FROM CARRYING SEDIMENT OVER
THE DAM. ADD STONES TO DAMS AS NEEDED TO MAINTAIN DESIGN HEIGHTAND
CROSS SECTION.
to I
0Az�a
MINS
#1 RIP -RAP
VARIES
SIDE VIEW
aP EXIS
TING GROUND
STEPSEQUENCE
CONSTRUCTION NOTES:
HEIGHT& WIDTH DETERMINED BY
EXISTING TOPOGRAPHY AND
SEDIMENT STORAGE REQUIRED.
KEY RIP RAP INTO THE DAM
FOR STABILIZATION.
CHECK DAM (*NCDEQ 6.83)
VENT SCREEN ACCESSIBLE
THROUGH DOOR
FLEXIBLE JOINT FLOAT
(RADIATOR HOSE)
OUTLET END: CONNECTION
TO OUTLET PIPE OR RISER
BARREL PIPE LONGER THAN SHOWN.
MAINTENANCE
INSPECT TEMPORARY SEDIMENT BASINS AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT (1/2 INCH OR GREATER) RAINFALL EVENT AND REPAIR IMMEDIATELY. REMOVE
SEDIMENT AND RESTORE BASIN TO ITS ORIGINAL DIMENSIONS WHEN IT ACCUMULATES TO ONE-HALF THE DESIGN DEPTH. PULL THE SKIMMER TO ONE SIDE SO THAT THE
SEDIMENT UNDERNEATH IT CAN BE EXCAVATED. PLACE REMOVED SEDIMENT IN AN AREA WITH SEDIMENT CONTROLS.
MAKE SURE VEGETATION GROWING IN THE BOTTOM OF THE BASIN DOES NOT HOLD DOWN THE SKIMMER.
IF THE SKIMMER IS CLOGGED WITH TRASH AND THERE IS WATER IN THE BASING, USUALLY JERKING ON THE ROPE WILL MAKE THE SKIMMER BOB UP AND DOWN AND
DISLODGE THE DEBRIS AND RESTORE FLOW. IF THIS DOES NOT WORK, PULL THE SKIMMER OVER TO THE SIDE OF THE BASIN AND REMOVE THE DEBRIS. ALSO CHECK
THE ORIFICE INSIDE THE SKIMMER TO SEE IF IT IS CLOGGED; IF SO REMOVE THE DEBRIS.
IF THE SKIMMER ARM OR BARREL PIPE IS CLOGGED, THE ORIFICE CAN BE REMOVED AND THE OBSTRUCTION CLEARED WITH A PLUMBER'S SNAKE OR BY FLUSHING WITH
WATER. BE SURE AND REPLACE THE ORIFICE BEFORE REPOSITIONING THE SKIMMER.
FREEZING WEATHER CAN RESULT IN ICE FORMING IN THE BASIN. SOME SPECIAL PRECAUTIONS SHOULD BE TAKEN IN THE WINTER TO PREVENT THE SKIMMER FROM
PLUGGING WITH ICE.
CHECK THE EMBANKMENT, SPILLWAYS, AND OUTLET FOR EROSION DAMAGE AND INSPECT THE EMBANKMENT FOR PIPING AND SETTLEMENT. MAKE ALL NECESSARY
REPAIRS IMMEDIATELY. REMOVE ALL TRASH AND OTHER DEBRIS FROM THE RISER AND POOL AREA.
NOTES
BASIN SHOULD BE CLEANED OUT WHEN CAPACITY REACHES AN ELEVATION REPRESENTING THAT THE SEDIMENT STORAGE ZONE IS HALF -FULL OR EVERY 90 DAYS
WHICHEVER COMES FIRST.
THE TARP USED TO PROTECT THE WEIR SHALL BE THE WIDTH SPECIFIED. THE LENGTH OF THE TARP SHALL BE ACCORDING TO AVAILABLE SUPPLY. IF MULTIPLE
TARPS ARE TO BE USED, THEN TARPS SHALL BE OVERLAPPED AT LEAST 12". THE UPSTREAM 12" TARP SHALL OVERLAP THE DOWNSTREAM TARP. THE TARP SHALL
BE 50 MIL. HEAVY DUTY SILVER TARPAULINS OR EQUIVALENT FOR U.V. RESISTANCE.
PROVIDE A MINIMUM OF THREE POROUS BAFFLES TO EVENLY DISTRIBUTE FLOW ACROSS THE BASIN, REDUCING TURBULENCE.
BAFFLE MATERIAL MUST BE SECURED AT THE BOTTOM AND SIDES USING STAPLES OR BY TRENCHING AS FOR A SILT FENCE.
MOST OF THE SEDIMENT WILL ACCUMULATE IN THE FIRST BAY, SO THIS SHOULD BE READILY AVAILABLE FOR MAINTENANCE.
POND SHALL NOT BE CONVERTED FOR STORMWATER USE UNTIL APPROVED BY ENVIRONMENTAL ENGINEER.
t���e�f lrlrr�l
CARO'`.
=-n � [ OR
CO
RS YNC.:1N
4
rn E
0 0
lzr 0
r, vi
N �
0
U
E �
W o O
-0 _
aW 3
U
pr..� �p
�U.
U. 2
QO—o
a 'I'D N p
LU
LD >
C7 m } W
Z Z cn `' U
W Q Q
<� Q)LL_ z
p C7
U-)
O
M _yo >
H
ra NCe
p
[D >_
M
N M
J
W
00 F_
U)
z
W
O
U
W
z >
O W
a (D
O
LU U
D o-6
z
O z
> O
W U
� D
[Y
0
J
C7
EY
W
a
D
W
U)
>
W
rl
W C:)
N
Q
O
DATE
06/26/2019
DRAWN BY
1. MOORE
DESIGNED BY
1. MOORE
CHECKED BY
1. MATEY
SCALE
N/A
W
CL
z
W
U
O
a
Ln0 W
0
I
U m z 0
o Boz
z 0� Q
LU cn
2Uj
W H O O
U z
0 z
J � J
z O O
J
O ~
0 D0z
Q °O
U m J U
(D z
z O
O W (n
W O
0 e
( LUV
X
MJ
W
JOB NO.
42407
SHEET NO.
C-313
0
U
�a
00
o()foCLt
2 z
00
:2 2i
o2i
C:
m
0
� o
a o
a)
C7 �
U N
Z
0�
Q
;� X
� o
o
0
0 0
CL =
3
QC
L2
U O
N O
� 0
C'c"\
� Y �
0 J C _ l � ;
J _ �,J T
-
- - -
/ -- -
r RV
V
r RVI
I L
-
_ , .
r RV
V
0
_.-16
V
C';i._0
',-'Xi',.''(i
-• Y,
r^i. (i
Cr? G
„AR/r.`;
Ci
(i
�(�
'
16
75
24
�7-/,�!✓`'
(3(_
iT'.i
L !_' � 1
L- !- � 1
Lr i,/11 •• ---
'_ 0
* DIMENSIONS VARY DUE TO IRREGULAR GEOMETRY. SEE PLAN FOR DETAILS.
4 i
2-2
6' MIENIML�M,
Definitiom A gravel arra or pad located where vehicles enter and leave a constrntction site.
Pumose: To provide stability at the entrance and exit points of a construction site. This de4ice is designed to
keep mud and sediment off public roads,
Conditions Where Practice Applies: Wherever traffic will be leasing a construction site and moving
directhsonto a public road or other paved off site areas. Construction plans
slwuld limit access toproperivconstructccd entrances.
Minimum Rfyyirement
Aggregate'Size: Use 2-. inch )sashed stone (;arg ), or aggregate size approved by the Dept. of Transportation.
Thicknes5: ]inches min]mam(nmst ifs Cfi�I.�L'[I Et7�L'.l talc �zud�yrlr>>i1 ,�rJ
Width: 25 fc-t� niinimtnm throuShout the entire entrance
Location: POL"ition theentrance to limit sediment from having the site and to allow maanmitln usage
for construction traffic. Avoid stoop slopes and eyntrancc�s at curves in public roads.
Washinl;: Tirt� will ni [ed to be washed if most of the sedirnoit is not renxovod 4vhen passinp
over the stone. Wash areas should alwti ays drain into a sediment trap or other suitable
disposal ana.
CUA5frUCtipn S 7ersfi CStion5= 1+t al+E?sure entrance: IS Clear of r[a]ts, vuge.tation, and deb7'i5. Placestone. on
the proper prade a5 shown on the: plan and provide ade'quae draina);e to
an approved erasion control device, Ceote%tile uozderlining insist be installed
to im}�reovefnundation stability -
PLAN VIEW
FENCE AND FABRIC
BURIED IN TRENCH
STEEL POST
6"X6" TRENCH,
BACKFILLED AND
COMPACTED j
SECTION VIEW AT OPENING TRENCHED INTO BOTTOM OR SIDE
MAINTENANCE
INSPECT BAFFLES AT LEAST ONCE A WEEK AND AFTER EACH RAINFALL. MAKE ANY REQUIRED REPAIRS IMMEDIATELY.
BE SURE TO MAINTAIN ACCESS TO THE BAFFLES. SHOULD THE FABRIC OF A BAFFLE COLLAPSE, TEAR, DECOMPOSE, OR BECOME INEFFECTIVE,
REPLACE IT PROMPTLY.
REMOVE SEDIMENT DEPOSITS WHEN IT REACHES HALF FULL TO PROVIDE ADEQUATE STORAGE VOLUME FOR THE NEXT RAIN AND TO REDUCE
PRESSURE ON THE BAFFLES. TAKE CARE TO AVOID UNDERMINING THE FENCE DURING CLEANOUT. SEDIMENT DEPTH SHOULD NEVER EXCEED
HALF THE DESIGNED STORAGE DEPTH.
REMOVE ALL BAFFLE MATERIALS AND UNSTABLE SEDIMENT DEPOSITS AND BRING THE AREA TO GRADE AND STABILIZE IT AFTER THE
CONTRIBUTING DRAINAGE AREA HAS BEEN PROPERLY STABILIZED.
POROUS BAFFLES
•[.11r:9
1. BAFFLE MATERIAL SHOULD BE SECURED AT THE BOTTOM AND SIDES
USING STAPLES OR BY TRENCHING AS FOR SILT FENCE.
2. MOST OF THE SEDIMENT WILL ACCUMULATE IN THE 1ST BAY,
WHICH SHOULD BE READILY ACCESSIBLE FOR MAINTENANCE.
3. PROVIDE 3 BAFFLES (USE TWO IF LESS THAN 20 FEET IN LENGTH). PROVIDE
5 BAFFLES FOR DRAINAGE AREAS GREATER THAN 10 ACRES.
4. BAFFLE SHALL BE 700 G/M2 COIR EROSION BLANKET.
5. TOPS OF BAFFLES SHOULD BE 2 INCHES LOWER THAN THE TOP OF THE BERMS
6. INSPECT BAFFLES FOR REPAIR ONCE A WEEK AND AFTER EACH RAINFALL
CROSS SECTION
SUPPORT ROPE SUPPORT POST
TO WIRE TO 24" INTRO BOTTOM
PREVENT SAGGING OR SIDE
NO SCALE
EXISTING SLOPE
FRONT VI EW
MAINTENANCE
INSPECT CHECK DAMS AND CHANNELS AT LEAST WEEKLY AND AFTER EACH
SIGNIFICANT (1/2 INCH OR GREATER) RAINFALL EVENT AND REPAIR IMMEDIATELY.
CLEAN OUT SEDIMENT, STRAW, LIMBS, OR OTHER DEBRIS THAT COULD CLOG THE
CHANNEL WHEN NEEDED.
ANTICIPATE SUBMERGENCE AND DEPOSITION ABOVE CHECK DAM AND EROSION FROM
HIGH FLOWS AROUND EDGES OF THE DAM. CORRECTALL DAMAGE IMMEDIATELY. IF
SIGNIFICANT EROSION OCCURS BETWEEN DAMS, ADDITIONAL MEASURES CAN BE
TAKEN SUCH AS, INSTALLING A PROTECTIVE RIPRAP LINER IN THAT PORTION OF THE
CHANNEL.
REMOVE SEDIMENT ACCUMULATED BEHIND THE DAMS AS NEEDED TO PREVENT
DAMAGE TO CHANNEL VEGETATION, ALLOW THE CHANNEL TO DRAIN THROUGH THE
STONE CHECK DAM, AND PREVENT LARGE FLOWS FROM CARRYING SEDIMENT OVER
THE DAM. ADD STONES TO DAMS AS NEEDED TO MAINTAIN DESIGN HEIGHTAND
CROSS SECTION.
to I
0Az�a
MINS
#1 RIP -RAP
VARIES
SIDE VIEW
aP EXIS
TING GROUND
STEPSEQUENCE
CONSTRUCTION NOTES:
HEIGHT& WIDTH DETERMINED BY
EXISTING TOPOGRAPHY AND
SEDIMENT STORAGE REQUIRED.
KEY RIP RAP INTO THE DAM
FOR STABILIZATION.
CHECK DAM (*NCDEQ 6.83)
VENT SCREEN ACCESSIBLE
THROUGH DOOR
FLEXIBLE JOINT FLOAT
(RADIATOR HOSE)
OUTLET END: CONNECTION
TO OUTLET PIPE OR RISER
BARREL PIPE LONGER THAN SHOWN.
MAINTENANCE
INSPECT TEMPORARY SEDIMENT BASINS AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT (1/2 INCH OR GREATER) RAINFALL EVENT AND REPAIR IMMEDIATELY. REMOVE
SEDIMENT AND RESTORE BASIN TO ITS ORIGINAL DIMENSIONS WHEN IT ACCUMULATES TO ONE-HALF THE DESIGN DEPTH. PULL THE SKIMMER TO ONE SIDE SO THAT THE
SEDIMENT UNDERNEATH IT CAN BE EXCAVATED. PLACE REMOVED SEDIMENT IN AN AREA WITH SEDIMENT CONTROLS.
MAKE SURE VEGETATION GROWING IN THE BOTTOM OF THE BASIN DOES NOT HOLD DOWN THE SKIMMER.
IF THE SKIMMER IS CLOGGED WITH TRASH AND THERE IS WATER IN THE BASING, USUALLY JERKING ON THE ROPE WILL MAKE THE SKIMMER BOB UP AND DOWN AND
DISLODGE THE DEBRIS AND RESTORE FLOW. IF THIS DOES NOT WORK, PULL THE SKIMMER OVER TO THE SIDE OF THE BASIN AND REMOVE THE DEBRIS. ALSO CHECK
THE ORIFICE INSIDE THE SKIMMER TO SEE IF IT IS CLOGGED; IF SO REMOVE THE DEBRIS.
IF THE SKIMMER ARM OR BARREL PIPE IS CLOGGED, THE ORIFICE CAN BE REMOVED AND THE OBSTRUCTION CLEARED WITH A PLUMBER'S SNAKE OR BY FLUSHING WITH
WATER. BE SURE AND REPLACE THE ORIFICE BEFORE REPOSITIONING THE SKIMMER.
FREEZING WEATHER CAN RESULT IN ICE FORMING IN THE BASIN. SOME SPECIAL PRECAUTIONS SHOULD BE TAKEN IN THE WINTER TO PREVENT THE SKIMMER FROM
PLUGGING WITH ICE.
CHECK THE EMBANKMENT, SPILLWAYS, AND OUTLET FOR EROSION DAMAGE AND INSPECT THE EMBANKMENT FOR PIPING AND SETTLEMENT. MAKE ALL NECESSARY
REPAIRS IMMEDIATELY. REMOVE ALL TRASH AND OTHER DEBRIS FROM THE RISER AND POOL AREA.
NOTES
BASIN SHOULD BE CLEANED OUT WHEN CAPACITY REACHES AN ELEVATION REPRESENTING THAT THE SEDIMENT STORAGE ZONE IS HALF -FULL OR EVERY 90 DAYS
WHICHEVER COMES FIRST.
THE TARP USED TO PROTECT THE WEIR SHALL BE THE WIDTH SPECIFIED. THE LENGTH OF THE TARP SHALL BE ACCORDING TO AVAILABLE SUPPLY. IF MULTIPLE
TARPS ARE TO BE USED, THEN TARPS SHALL BE OVERLAPPED AT LEAST 12". THE UPSTREAM 12" TARP SHALL OVERLAP THE DOWNSTREAM TARP. THE TARP SHALL
BE 50 MIL. HEAVY DUTY SILVER TARPAULINS OR EQUIVALENT FOR U.V. RESISTANCE.
PROVIDE A MINIMUM OF THREE POROUS BAFFLES TO EVENLY DISTRIBUTE FLOW ACROSS THE BASIN, REDUCING TURBULENCE.
BAFFLE MATERIAL MUST BE SECURED AT THE BOTTOM AND SIDES USING STAPLES OR BY TRENCHING AS FOR A SILT FENCE.
MOST OF THE SEDIMENT WILL ACCUMULATE IN THE FIRST BAY, SO THIS SHOULD BE READILY AVAILABLE FOR MAINTENANCE.
POND SHALL NOT BE CONVERTED FOR STORMWATER USE UNTIL APPROVED BY ENVIRONMENTAL ENGINEER.
t���e�f lrlrr�l
CARO'`.
=-n � [ OR
CO
RS YNC.:1N
4
rn E
0 0
lzr 0
r, vi
N �
0
U
E �
W o O
-0 _
aW 3
U
pr..� �p
�U.
U. 2
QO—o
a 'I'D N p
LU
LD >
C7 m } W
Z Z cn `' U
W Q Q
<� Q)LL_ z
p C7
U-)
O
M _yo >
H
ra NCe
p
[D >_
M
N M
J
W
00 F_
U)
z
W
O
U
W
z >
O W
a (D
O
LU U
D o-6
z
O z
> O
W U
� D
[Y
0
J
C7
EY
W
a
D
W
U)
>
W
rl
W C:)
N
Q
O
DATE
06/26/2019
DRAWN BY
1. MOORE
DESIGNED BY
1. MOORE
CHECKED BY
1. MATEY
SCALE
N/A
W
CL
z
W
U
O
a
Ln0 W
0
I
U m z 0
o Boz
z 0� Q
LU cn
2Uj
W H O O
U z
0 z
J � J
z O O
J
O ~
0 D0z
Q °O
U m J U
(D z
z O
O W (n
W O
0 e
( LUV
X
MJ
W
JOB NO.
42407
SHEET NO.
C-313
0
U
�a
00
o()foCLt
2 z
00
:2 2i
o2i
C:
m
0
� o
a o
a)
C7 �
U N
Z
0�
Q
;� X
� o
o
0
0 0
CL =
3
QC
L2
U O
N O
� 0

3 I.D.
�L
MINIMUM 10
LINE WIRES
8'-0" MAXIMUM
SECTION'A-A'
NOTES:
FABRIC
1. L = THE LENGTH OF THE RIPRAP APRON.
2. d = 1.5 TIMES THE MAXIMUM STONE DIAMETER BUT NOT LESS THAN 6" (INCHES).
3. A FILTER BLANKET OR FILTER FABRIC SHOULD BE INSTALLED BETWEEN THE RIPRAP
AND SOIL FOUNDATION.
MAINTENANCE
RIP RAP SHOULD BE INSPECTED PERIODICALLY FOR SCOUR OR DISLODGED STONES.
CONTROL OF WEED AND BRUSH GROWTH MAY BE NEEDED IN SOME LOCATIONS.
OUTLET PROTECTION
NO SCALE
I I
IIII III ill, III
ull Ill FRONT VIEW III
NOTE:
USE SILT FENCE ONLY WHEN DRAINAGE AREA DOES NOT EXCEED 1/4 ACRE AND
NEVER IN AREAS OF CONCENTRATED FLOW.
MAINTENANCE
INSPECT SEDIMENT FENCES AT LEAST ONCE A WEEKAND AFTER EACH RAINFALL
MAKE ANY REQUIRED REPAIRS IMMEDIATELY.
SHOULD THE FABRIC OF A SEDIMENT FENCE COLLAPSE, TEAR, DECOMPOSE, OR
BECOME INEFFECTIVE, REPLACE IT PROMPTLY.
REMOVE SEDIMENT DEPOSITS AS NECESSARY TO PROVIDE ADEQUATE STORAGE
VOLUME FOR THE NEXT RAIN AND TO REDUCE PRESSURE ON THE FENCE. TAKE
CARE TO AVOID UNDERMINING THE FENCE DURING CLEANOUT.
REMOVE ALL FENCING MATERIALS AND UNSTABLE SEDIMENT DEPOSITS AND
BRING THE AREA TO GRADE AND STABILIZE IT AFTER THE CONTRIBUTING
DRAINAGE AREA HAS BEEN PROPERLY STABILIZED.
NOTES:
IMUM 12-1/2 GAUGE
ERMEDIATE WIRES
GRADE
STEEL POST
WOVEN WIRE FABRIC
SILT FENCE FABRIC
T-0" o
0Z
FILL SLOPE
24"
z
ADE
8" MINIMUM COVER OVER
SKIRT "
2'-0"
rK=11�8"
DOWN AND 4" FORWARD
_. ALONG TRENCH
SIDE VIEW
1. TEMPORARY DIVERSION DITCH TO BE USED TO INTERCEPT FLOW AND/OR DIVERT TO A SEDIMENT CONTROL MEASURE OR BMP.
2. SILT SHALL BE REMOVED WHEN DITCH IS ONE-HALF FULL.
3. DITCH SHALL BE RECONSTRUCTED WHEN DAMAGED BY EQUIPMENT OR COVERED BY FILL.
4. STABILIZE DIVERSION DITCH BERM WITH TEMPORARY SEEDING, MULCH WITH TAC, AND/OR EROSION CONTROL NETTING.
MAINTENANCE
INSPECT TEMPORARY DIVERSIONS ONCE A WEEK AND AFTER EVERY RAINFALL. IMMEDIATELY REMOVE SEDIMENT FROM THE FLOW
AREA AND REPAIR THE DIVERSION RIDGE. CAREFULLY CHECK OUTLETS AND MAKE TIMELY REPAIRS AS NEEDED. WHEN THE AREA
PROTECTED IS PERMANENTLY STABILIZED, REMOVE THE RIDGE AND THE CHANNEL TO BLEND WITH THE NATURAL GROUND LEVEL AND
APPROPRIATELY STABILIZE IT.
VAR.
S� OA`c 2' - 10'
�2' MIN.1
WASTE MATERIAL -COMPACT,
SEED & MULCH AFTER
CONSTRUCTION OF DITCH
,7
INSTALL
INSTALL S75BN 12"
DITCHLINE LINER
VAR. 21�I`1' IIIIIIIIIIIIIIIIIII
,IIII1~0'-10'�I-,
� I I1 111 I I1 11'
111
CROSS SECTIONAL VIEW
TEMPORARY DIVERSION DITCH WITH LINER
NO SCALE
TOP OF SIL'
MUST BE Al
ABOVETHE
THE WASHE
STEEL FENCE PC
WIRE FENCE
HARDWARE CLOTH
CHANNEL INSTALLATION
INSTRUCTIONS
Step 1 - Site Preparation
Prepare site to design profile and grade.
Remove debris, rocks, clods, etc.. Ground
surface should be smooth prior to installation
to ensure blanket remains in contact with
slope.
Step 2 - Seeding
Seeding of site should be conducted to design
requirements or to follow local or state seeding
requirements as necessary.
Step 3 - Staple Selection
At a minimum, 6" long by 1" crown, 11
gauge staples are to be used to secure the
blanket to the ground surface. Installation in
rocky, sandy or other loose soil may require
longer staples.
A' MIN - I SILT FENCE
FILTER OF #57
WASHED STONE
BURY WIRE FENCE AND
HARDWARE CLOTH
U
STEELFENCE
POST SET MAX
Z APART MIN. 18"
INTO SOLID GROUND
NCE,
AND HARDWARE
CLOTH IN TRENCH
NOTES:
3' FILTER FABRIC 1. REMOVE SEDIMENT WHEN HALF OF STONE OUTLET IS COVERED.
ON GROUND 2 REPLACE STONE AS NEEDED TO ENSURE DEWATERING.
MAINTENANCE
SEE SILT FENCE THIS SHEET FOR MAINTENANCE INFORMATION.
BURY 6" OF UPPER EDGE OF
FILTER FABRIC IN TRENCH
SILT FENCE OUTLET (*NCDEQ 6.62)
Step 4 -Excavate Anchor Trench and Secure
Blanket
Excavate a trench along the top of the channel side
slopes and the upstream terminal end of the channel
to secure the edges of the blanket. The trench should
run along the length and width of the installation, be
6" wide and 6" deep. Staple blanket along bottom of
trench, fill with compacted soil, overlap blanket
towards toe of slope and secure with row of staples
(shown in Figures A, E and F).
Step 5 - Secure Body of Blanket
Roll blanket down slope from anchor trench. Staple
body of blanket following the pattern shown in Figure
D. Leave end of blanket unstapled to allow for
overlap shown in Figure B. Place downstream
blanket underneath upstream blanket to from shingle
pattern. Staple seam as shown in Figure E. Secure
downstream blanket with stapling pattern shown in
Figure D. Stapling pattern shown in Figure D reflects
minimum staples to be used. More staples may be
required to ensure blanket is sufficiently secured to
resist mowers and foot traffic and to ensure blanket is
in contact with soil surface over the entire area of
blanket. Further, critical points require additional
staples. Critical points are identified in Figure G.
Step 6 - Continue Along Slope - Complete
Installation
Overlap adjacent blankets as shown in Figure C and
repeat Step 5. Secure toe of slope using stapling
*Approximately 360 Staples per 7.5' Roll &
720 Staples per 15' Roll Required - Drawings
Not to Scale 15' Wide Blanket Shown
Figure C
's RlankPt 1
Figure A
pattern shown in Figure E. Secure edges of
installation by stapling at 1.5' intervals along the
B1:
terminal edge.
Blanket 2
Figure B - Profile View
X Denotes Staple Location
Figure D - Plan View
r,.n• r,.n•
Figure F - Profile View
5.0"
Ground
Surface
w
Figure C - Cross Section View
15.0'
x x x x x x x x x
1.5' 1.5' 1.5' 1.5' 1.5' 1.5' 1.5' 1.5' 1.5' 1.5'
X - Denotes Staple Location
Figure E -
Plan View
7.5'
1.5' 1.5' 1.5' 1.5' 1.5'
X Denotes Staple Location
Figure G - Critical Points
t I ,%t I % i i I J , , ,
,,.•PPA
:o.ss �9
F6R
CO y. YNC.: 10N
rnE
0 0
� 0
r� vi
N C
0
U
E
LU o O
-0 2
I—
W C 3: =)
U
oU.U�o
LU U. (.7 � 2
QO-o
oCW � 0
,:f
cl-c>W
(D
zZ cn M U
W Q Q
<� Q) LL. z
O
_
_y CD
� N Ce
O
M
� J
W
0�
(n
z
W
O
U
w
z >
O W
a �
� O
U) U
0
z
O z
> O
W U
� D
O
LL
J
H
W
a
0
W
(n
>
W
W O
Q
o00
O
DATE
06/26/2019
DRAWN BY
1. MOORE
DESIGNED BY
1. MOORE
CHECKED BY
1. MATEY
SCALE
N/A
W
z
UJ
U
0
a
0 Ln w
0
09 m z 0
o I-1 o z
z 0� Q
LU cn
2
LU I --I o 0
U z
p � z
J J
z0 0
J OU
0~
� 000�Q
U m J U
(D z
z 0
0w n
W 0
0 :e 0c
LU
CD
X
CIDJ
r
JOB NO.
42407
SHEET NO.
C-314
0
U
C
a5D
0O
o ()f
2 z
a)0
2 2i
0 2
� o
0-o
Ofa)
Z'
oa)
2Q
�a)
o
00
Q
Q�
a)
>Y
ON
U O
N O
a% U
L O

SELF -INSPECTION REPORT FOR LAND DISTURBING ACTIVITY AS REQUIRED BY NCGS 113A-54.1
15A NCAC 04B .0131 SELF -INSPECTIONS
WHERE INSPECTIONS ARE REQUIRED BY G.S. 113A -54.1(E), THE FOLLOWING APPLY:
(1) THE PERSON WHO PERFORMS THE INSPECTION SHALL MAKE A RECORD OF THE SITE
INSPECTION BY DOCUMENTING THE FOLLOWING ITEMS:
(A) ALL OF THE EROSION AND SEDIMENTATION CONTROL MEASURES, PRACTICES AND DEVICES, AS
CALLED FOR IN A CONSTRUCTION
SEQUENCE CONSISTENT WITH THE APPROVED EROSION AND SEDIMENTATION CONTROL PLAN,
INCLUDING BUT NOT LIMITED TO
SEDIMENTATION CONTROL BASINS, SEDIMENTATION TRAPS, SEDIMENTATION PONDS, ROCK DAMS,
TEMPORARY DIVERSIONS,
TEMPORARY SLOPE DRAINS, ROCK CHECK DAMS, SEDIMENT FENCE OR BARRIERS, ALL FORMS OF
INLET PROTECTION, STORM DRAINAGE FACILITIES, ENERGY DISSIPATERS, AND STABILIZATION
METHODS OF OPEN CHANNELS, HAVE INITIALLY BEEN INSTALLED AND DO NOT SIGNIFICANTLY
DEVIATE (AS DEFINED IN SUB -ITEM (1)(E) OF THIS RULE) FROM THE LOCATIONS, DIMENSIONS AND
RELATIVE ELEVATIONS SHOWN ON THE APPROVED EROSION AND SEDIMENTATION PLAN. SUCH
DOCUMENTATION SHALL BE ACCOMPLISHED BY INITIALING AND DATING EACH MEASURE OR
PRACTICE SHOWN ON A COPY OF THE APPROVED EROSION AND SEDIMENTATION CONTROL PLAN
OR BY COMPLETING, DATING AND SIGNING AN INSPECTION REPORT THAT LISTS EACH MEASURE,
PRACTICE OR DEVICE SHOWN ON THE APPROVED EROSION AND SEDIMENTATION CONTROL PLAN.
THIS DOCUMENTATION IS REQUIRED ONLY UPON THE INITIAL INSTALLATION OF THE EROSION AND
SEDIMENTATION CONTROL MEASURES, PRACTICES AND DEVICES AS SET FORTH BY THE
APPROVED EROSION AND SEDIMENTATION CONTROL PLAN OR IF THE MEASURES, PRACTICES AND
DEVICES ARE MODIFIED AFTER INITIAL INSTALLATION;
(B) THE COMPLETION OF ANY PHASE OF GRADING FOR ALL GRADED SLOPES AND FILLS SHOWN ON
THE APPROVED EROSION AND SEDIMENTATION CONTROL PLAN, SPECIFICALLY NOTING THE
LOCATION AND CONDITION OF THE GRADED SLOPES AND FILLS. SUCH DOCUMENTATION SHALL BE
ACCOMPLISHED BY INITIALING AND DATING A COPY OF THE APPROVED EROSION AND
SEDIMENTATION CONTROL PLAN OR BY COMPLETING, DATING AND SIGNING AN INSPECTION
REPORT;
(C) THE LOCATION OF TEMPORARY OR PERMANENT GROUND COVER, AND THAT THE INSTALLATION
OF THE GROUND COVER DOES NOT SIGNIFICANTLY DEVIATE (AS DEFINED IN SUB -ITEM (1)(E) OF
THIS RULE) FROM THE APPROVED EROSION AND SEDIMENTATION CONTROL PLAN. SUCH
DOCUMENTATION SHALL BE ACCOMPLISHED BY INITIALING AND DATING A COPY OF THE
APPROVED EROSION AND SEDIMENTATION CONTROL PLAN OR BY COMPLETING, DATING AND
SIGNING AN INSPECTION REPORT;
(D) THAT MAINTENANCE AND REPAIR REQUIREMENTS FOR ALL TEMPORARY AND PERMANENT
EROSION AND SEDIMENTATION CONTROL MEASURES, PRACTICES AND DEVICES HAVE BEEN
NCDOT #5 OR #57 STONE
1' THICK x 2' HIGH
(MINIMUM)
1_O14A
F
T
r
O
CLASS B RIP -RAP
PERFORMED. SUCH DOCUMENTATION SHALL BE ACCOMPLISHED BY COMPLETING,
DATING AND SIGNING AN INSPECTION REPORT (THE GENERAL STORM WATER PERMIT MONITORING
FORM MAY BE USED TO VERIFY THE MAINTENANCE AND REPAIR REQUIREMENTS); AND
(E) ANY SIGNIFICANT DEVIATIONS FROM THE APPROVED EROSION AND SEDIMENTATION CONTROL
PLAN, CORRECTIVE ACTIONS REQUIRED TO CORRECT THE DEVIATION AND COMPLETION OF THE
CORRECTIVE ACTIONS. SUCH DOCUMENTATION SHALL BE ACCOMPLISHED BY INITIALING AND
DATING A COPY OF THE APPROVED EROSION AND SEDIMENTATION CONTROL PLAN OR BY
COMPLETING, DATING AND SIGNING AN INSPECTION REPORT. A SIGNIFICANT DEVIATION MEANS AN
OMISSION, ALTERATION OR RELOCATION OF AN EROSION OR SEDIMENTATION CONTROL MEASURE
THAT PREVENTS THE MEASURE FROM PERFORMING AS INTENDED.
(2) THE DOCUMENTATION, WHETHER ON A COPY OF THE APPROVED EROSION AND
SEDIMENTATION CONTROL PLAN OR AN INSPECTION REPORT, SHALL INCLUDE THE NAME,
ADDRESS, AFFILIATION, TELEPHONE NUMBER, AND SIGNATURE OF THE PERSON CONDUCTING THE
INSPECTION AND THE DATE OF THE INSPECTION. ANY RELEVANT LICENSES AND CERTIFICATIONS
MAY ALSO BE INCLUDED. ANY DOCUMENTATION OF INSPECTIONS THAT OCCUR ON A COPY OF THE
APPROVED EROSION AND SEDIMENTATION CONTROL PLAN SHALL OCCUR ON A SINGLE COPY OF
THE PLAN AND THAT PLAN SHALL BE MADE AVAILABLE ON THE SITE. ANY INSPECTION REPORTS
SHALL ALSO BE MADE AVAILABLE ON THE SITE.
(3) THE INSPECTION SHALL BE PERFORMED DURING OR AFTER EACH OF THE FOLLOWING PHASES
OF A PLAN:
(A) INSTALLATION OF PERIMETER EROSION AND SEDIMENT CONTROL MEASURES;
(B) CLEARING AND GRUBBING OF EXISTING GROUND COVER;
(C) COMPLETION OF ANY PHASE OF GRADING OF SLOPES OR FILLS THAT REQUIRES PROVISION OF
TEMPORARY OR PERMANENT GROUND COVER PURSUANT TO G.S. 113A-57(2);
(D) COMPLETION OF STORM DRAINAGE FACILITIES;
(E) COMPLETION OF CONSTRUCTION OR DEVELOPMENT; AND
(F) QUARTERLY UNTIL THE ESTABLISHMENT OF PERMANENT GROUND COVER SUFFICIENT TO
RESTRAIN EROSION OR UNTIL THE FINANCIALLY RESPONSIBLE PARTY HAS CONVEYED
OWNERSHIP OR CONTROL OF THE TRACT OF LAND FOR WHICH THE EROSION AND SEDIMENTATION
CONTROL PLAN HAS BEEN APPROVED AND THE AGENCY THAT APPROVED THE PLAN HAS BEEN
NOTIFIED. IF THE FINANCIALLY RESPONSIBLE PARTY HAS CONVEYED OWNERSHIP OR CONTROL OF
THE TRACT OF LAND FOR WHICH THE EROSION AND SEDIMENTATION CONTROL PLAN HAS BEEN
APPROVED, THE NEW OWNER OR PERSON IN CONTROL SHALL CONDUCT AND DOCUMENT
INSPECTIONS QUARTERLY UNTIL THE ESTABLISHMENT OF PERMANENT GROUND COVER
SUFFICIENT TO RESTRAIN EROSION.
NCDOT #5 OR #57 STONE
SEDIMENT STORAGE ZONE �
F
\w
N
FLOOD STORAGE ZONE
PERSPECTIVE VIEW
[CLA:
\---I A' � �
MAX SEDIMENT DEPTH
(CLEAN OUT POINT)
TEMPORARY SEEDING (PIEDMONT REGION)
LATE WINTER/EARLY SPRING
SEDIMENT STORAGE AREA
1
CONSTRUCTION SPECIFICATIONS:
1. CLEAR THE AREA OF ALL DEBRIS THAT MIGHT HINDER EXCAVATION AND DISPOSAL OF
SPOIL.
2. INSTALL THE CLASS B OR CLASS I RIPRAP IN A SEMI -CIRCLE AROUND THE PIPE INLET. THE
STONE SHOULD BE BUILT UP HIGHER ON EACH END WHERE IT TIES INTO THE EMBANKMENT.
THE MINIMUM CREST WIDTH OF THE RIP -RAP SHOULD BE 3 FEET, WITH A MINIMUM BOTTOM
WIDTH OF 11 FEET. THE MINIMUM HEIGHT SHOULD BE 2 FEET, BUT ALSO 1 FOOT LOWER
THAN THE SHOULDER OF THE EMBANKMENT OR DIVERSIONS.
3. A 1 FOOT THICK LAYER OF NC DOT #5 OR #57 STONE SHOULD BE PLACED ON THE OUTSIDE
SLOPE OF THE RIPRAP.
4. THE SEDIMENT STORAGE AREA SHOULD BE EXCAVATED AROUND THE OUTSIDE OF THE
STONE HORSESHOE 18 INCHES BELOW NATURAL GRADE.
5. WHEN THE CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED, FILL DEPRESSION AND
ESTABLISH FINAL GRADING ELEVATIONS, COMPACT AREA PROPERLY, AND STABILIZE WITH
GROUND COVER.
RIP -RAP HEAD WALL, 1'
MIN HEIGHT FROM ROAD
SHOULDER
B RIP -RAP FINISHED 2
GR
3
r PIP
INSPECT ROCK PIPE INLET PROTECTION AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT
(1/2" OR GREATER) RAINFALL EVENT AND REPAIR IMMEDIATELY. REMOVE SEDIMENT AND
RESTORE THE SEDIMENT STORAGE AREA TO ITS ORIGINAL DIMENSIONS WHEN THE
SEDIMENT HAS ACCUMULATED TO ONE-HALF THE DESIGN DEPTH OF THE TRAP. PLACE THE
SEDIMENT THAT IS REMOVED IN THE DESIGNATED AREA AND REPLACE THE CONTAMINATED
PART OF THE GRAVEL FACING.
CHECK THE STRUCTURE FOR DAMAGE. ANY RIPRAP DISPLACED FROM THE STONE
HORSESHOE MUST BE REPLACED IMMEDIATELY.
AFTER ALL THE SEDIMENT AREAS HAVE BEEN PERMANENTLY STABILIZED, REMOVE THE
STRUCTURE AND ALL THE UNSTABLE SEDIMENT. SMOOTH THE AREA TO BLEND WITH THE
ADJOINING AREAS AND PROVIDE PERMANENT GROUND COVER (SURFACE STABILIZATION).
** REFER TO THE SPECIFICATIONS AND MAINTENANCE REQUIREMENTS IN THE "NORTH
CAROLINA EROSION CONTROL PLANNING MANUAL" JUNE 1, 2006 EDITION.
ROCK PIPE INLET PROTECTION (*NCDEQ 6.55)
SEEDING MIXTURE
SPECIES RATE (Ib/ACRE)
RYE (GRAIN) 120
ANNUAL LESPEDEZA (KOBE IN
PIEDMONT AND COASTAL PLAIN,
KOREAN IN MOUNTAINS) 50
OMIT ANNUAL LESPEDEZA WHEN DURATION OF TEMPORARY
COVER IS NOT TO EXTEND BEYOND JUNE.
SEEDING DATES
MOUNTAINS - ABOVE 2500 FT: FEB. 15 - MAY 15
BELOW 2500 FT: FEB. 1 - MAY 1
PIEDMONT - JAN. 1 - MAY 1
COASTAL PLAIN -DEC. 1 - APR. 15
SOIL AMENDMENTS
FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,000
INACRE GROUND AGRICULTURAL LIMESTONE AND 750
Ib/ACRE 10-10-10 FERTILIZER.
MULCH
APPLY 4,000 Ib/ACRE STRAW. ANCHOR STRAW BY TACKING
WITH ASPHALT, NETTING, OR A MULCH ANCHORING TOOL. A
DISK SET NEARLY STRAIGHT CAN BE USED AS A MULCH
ANCHORING TOOL.
MAINTENANCE
REFERTILIZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED,
REFERTILIZE, AND MULCH IMMEDIATELY FOLLOWING
EROSION OR OTHER DAMAGE.
L_
TEMPORARY SEEDING (PIEDMONT REGION)
FALL
SEEDING MIXTURE
SPECIES RATE (Ib/ACRE)
RYE (GRAIN) 120
SEEDING DATES
MOUNTAINS -AUG. 15 - DEC. 15
COASTAL PLAIN AND PIEDMONT -AUG. 15 - DEC. 30
SOIL AMENDMENTS
FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,000
Ib/ACRE GROUND AGRICULTURAL LIMESTONE AND 1,000
Ib/ACRE 10-10-10 FERTILIZER.
t•1111191:
APPLY 4,000 Ib/ACRE STRAW. ANCHOR STRAW BY TACKING
WITH ASPHALT, NETTING, OR A MULCH ANCHORING TOOL. A
DISK SET NEARLY STRAIGHT CAN BE USED AS A MULCH
ANCHORING TOOL.
MAINTENANCE
REPAIR AND REFERTILIZE DAMAGED AREAS IMMEDIATELY.
TOPDRESS WITH 50 LB/ACRE OF NITROGEN IN MARCH. IF IT IS
NECESSARY TO EXTEND TEMPORARY COVER BEYOND JUNE 15,
OVERSEED WITH 50LB/ACRE KOBE (PIEDMONT AND COASTAL
PLAIN) OR KOREAN (MOUNTAINS) LESPEDEZA IN LATE
FEBRUARY OR EARLY MARCH.
TEMPORARY SEEDING (PIEDMONT REGION)
SUMMER
SEEDING MIXTURE
SPECIES RATE (Ib/ACRE)
GERMAN MILLET 40
IN THE PIEDMONT AND MOUNTAINS, A SMALL -STEMMED
SUDANGRASS MAY BE SUBSTITUTED AT A RATE OF 50
Ib/ACRE.
SEEDING DATES
MOUNTAINS -MAY 15 - AUG. 15
PIEDMONT -MAY 1 - AUG. 15
COASTAL PLAIN -APR. 15 - AUG. 15
SOIL AMENDMENTS
FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY
2,000 INACRE GROUND AGRICULTURAL LIMESTONE AND
750 Ib/ACRE 10-10-10 FERTILIZER.
MULCH
APPLY 4,000 Ib/ACRE STRAW. ANCHOR STRAW BY
TACKING WITH ASPHALT, NETTING, OR A MULCH
ANCHORING TOOL. A DISK SET NEARLY STRAIGHT CAN
BE USED AS A MULCH ANCHORING TOOL.
MAINTENANCE
REFERTILIZE IF GROWTH IS NOT FULLY ADEQUATE.
RESEED, REFERTILIZE, AND MULCH IMMEDIATELY
FOLLOWING EROSION OR OTHER DAMAGE.
_ S
J
GUILFORD COUNTY
General Plan Dotes
1. Soil erosion control devices must be installed initially after the grading permit is issue and prior to clearing and grubbing.
Erosion Contro staff will check these devices for proper installation and compliance with the approved plan. A device
release is required before the issuance of any commercial building permit.
2. During development of the site, the person financially responsible for the land -disturbing shall install and maintain all
temporary and permanent erosion and sediment control measures as required by the approved plan or by any provision of
the Guilford County Development Ordinance and applicable town ordinances. Additional devices may be required by the
Erasion Contra: Inspector if necessary.
3. If fill materials are being brought onto this property or if waste materials are taken from this project, this inforrnation must
be disclosed and shown on the erosion Control and grading plan. Borrow areas and dump sites are considered to be part
of this plan.
4. Under the Guilford County Soil Erosion and Sedimentation Control Ordinance (and applicable town ordinances); agents,
officials, or other qualified persons are authorized to periodically inspect the sites of land -disturbing activities„ Obstructing,
hampering, or interfering with such inspections carries up to a $5000 per day civil penalty. The instigation of this civil
penalty requires no prior notice.
5. In an effort to minimize erosion and exposure time, easement areas shall not be grubbed or graded until utilities are ready
to be installed. Also, the immediate seeding of the disturbed of the disturbed easement areas after utilities are installed
will eliminate, many problems. Easement areas which cross or are adjacent to watercourses .should receive special
consideration.
6. No land -disturbing activity shall be permitted in proximity to a lake or natural watercourse unless a buffer zone is provided
along the margin of the water body of sufficient width to confine visible siltation within the first 25% of the buffer nearest
the land -disturbing activity.
7. Sade ditches 2% or steeper sha€I be rip -rapped; or seeded and stabilized with excelsior matting (or other approved
material); or stabilized by any other method approved by the County Soil Erosion Control Inspector.
8. If a permanent pond is used as a sediment control device or is designated as a permanent water quality pond, it must be
cleaned of sediment when half full. It must also be cleaned out to design volume; engineering certification of completion
submitted and final inspection performed by County staff before the grading permit is finalized.
9. Construction activities disturbing 1 or more acres will be issued an NPDES Storrnwater Discharge Permit as required by
the Federal Clean Water Act. Section B of this permit requires the financially responsible owncr(s) to periodically inspect
all sediment and erosion control devices and to keep a record of these inspections. Furthermore, the North Carolina
Department of Natural Resources Division of Energy, Mineral, and Land Resources requires the financially responsible
owner(s) to self -inspect the site at various phases of development. These phases are outlined on the combined self-
monitoring, and inspection form
10. The ang€e for graded slopes and fills shall be no greater than the angle that can retain vegetation cover or other adequate
erasion control devices or structures, The NPDES Permit requires that perimeter slopes, berms, swales, ditches, slopes
steeper than 3:1, and areas within High Water Quality (HOW) Zones to be seeded within 7 days. Slopes less than 10 feet
in length and all other areas must be seeded vAthin 14 days after final grade is established.
11. The owner(s) is responsible for the long term maintenance of the ground cover on the property. Ground cover must be
maintained to a degree that prevents soil erosion and sedimentation at all times.
12. Acceptance and approval of this plan is conditioned upon the property owner(s) compliance with Federal arrd State water
quality laws, regulations, and rules. In addition, local town or County ordinances or rules may also apply to this land -
disturbing activity. This approval does not supersede any other permit or approval.
13. No temporary erosion control measure(s) may be removed without approval from the site Erosion Control Inspector.
Devices removed without approval of the inspector may result in enforcement actions including devices being replaced to
approved plan specifications.
GROUND STABILIZATION
SITE AREA
STABILIZATION
STABILIZATION
DESCRIPTION
TIME FRAME
TIME EXCEPTIONS
• PERIMETER DIKES,
(LOW MAINTENANCE SLOPE
SWALES, DITCHES,
7 DAYS
NONE
AND SLOPES
TALL FESCUE 140 LBS
• HIGH QUALITY
- OCT 15
JAPANESE CLOVER
WATER (HQW)
7 DAYS
NONE
ZONES
(LOW MAINTENANCE SLOPE
• SLOPES STEEPER
IF SLOPES ARE 10' OR LESS IN
THAN 3:1
7 DAYS
LENGTH AND ARE NOT STEEPER
AUG 15
- OCT 15
THAN 2:1 14 DAYS ARE ALLOWED
• SLOPES 3:1 OR
MAY 1
7 -DAYS FOR SLOPES GREATER
14 DAYS
KENTUCKY BLUEGRASS
FLATTER
THAN 50 FEET IN LENGTH
• ALL OTHER AREA
NONE (EXCEPT FOR PERIMETERS
WITH SLOPE
14 DAYS
AND HQW ZONES)
FLATTER THAN 4:1
AND WINTER SEEDINGS, USE UNSCARIFIED SEEDS.
" "EXTENSIONS OF TIME MAY BE APPROVED BY THE PERMITTING AUTHORITY
BASED ON WEATHER OR OTHER SITE-SPECIFIC CONDITIONS THAT MAKE
COMPLIANCE IMPRACTICABLE." (SECTION II. B (2)(b))
PERMANENT SEEDING
PREPARE SEEDBED BY RIPPING, CHISELING, HARROWING, OR PLOWING TO
DEPTH OF SIX INCHES SO AS TO PRODUCE A LOOSE, FRIABLE SURFACE.
REMOVE ALL STONES, BOULDERS, STUMPS, OR DEBRIS FROM THE SURFACE
WHICH WOULD PROHIBIT GERMINATION OR PLANT GROWTH.
INCORPORATE INTO THE SOIL 800 TO 1,000 POUNDS OF 10-10-10 FERTILIZER
PLUS 500 POUNDS OF 20 -PERCENT SUPERPHOSPHATE PER ACRE AND TWO
TONS OF DOLOMITIC LIME PER ACRE UNLESS SOIL TESTS INDICATE THAT A
LOWER RATE OF LIME CAN BE USED.
MULCH AFTER SEEDING WITH 1.5 TONS OF GRAIN STRAW PER ACRE AND
EITHER CRIMP STRAW INTO SOIL OR TACK WITH LIQUID ASPHALT AT 400
GALLONS PER ACRE OR EMULSIFIED ASPHALT AT 300 GALLONS PER ACRE.
PERMANENT SEEDINGS:
PLANTS & MIXTURE PLANTING RATE/ACRE PLANTING DATES
TALL FESCUE 110 LBS
AUG 15
- OCT 15
JAPANESE CLOVER
FEB 15 -
MAY 1
CHINESE LESPEDEZA
(LOW MAINTENANCE SLOPE
3:1 OR LESS)
TALL FESCUE 140 LBS
AUG 15
- OCT 15
JAPANESE CLOVER
FEB 15 -
MAY 1
CHINESE LESPEDEZA
(LOW MAINTENANCE SLOPE
STEEPER THAN 3:1)
BLEND OF TWO TURFTYPE 200 LBS
AUG 15
- OCT 15
TALL FESCUES (90%) AND
FEB 15 -
MAY 1
TWO OF MORE IMPROVED
KENTUCKY BLUEGRASS
VARIETIES (10%) (GENERAL
LAWN AREAS)
FOR SPRING SEEDINGS, USE SCARIFIED LESPEDEZA SEED. FOR
LATE FALL
AND WINTER SEEDINGS, USE UNSCARIFIED SEEDS.
EROSION CONTROL MATTING SHALL BE PROVIDED ON ALL SLOPES 3:1 AND
GREATER.
REFER TO THE SPECIFICATIONS AND MAINTENANCE REQUIREMENTS
IN THE "NORTH CAROLINA EROSION CONTROL PLANNING MANUAL"
JUNE 1, 2006 EDITION.
t I d le I%l i I i,,$
TIrF6R
CO y. TkuC.: 10N
m E
0 0
lzr 0
N C to
U 0 Z
z E U W
LU 0 E 0O
H -0 ii�:(D 0
a W a 3: =)U
U
Luw � Lu LLo
LL (D = H
ao —o z >
W O M N M O W
a 0 a > �
(D m W d U
z Z cn M U U O
3:w +� x Q to U
+� LLJO
un
z
M _y o > O Z
~ � M - O
�.o O > U
LLJ
M } €�
N M �
J
LU ti
0 H J
C7
W
a
W
W
W o
N
0
00
0
DATE
06/26/2019
DRAWN BY
1. MOORE
• DESIGNED BY
• 1. MOORE
• CHECKED BY
• 1. MATEY
• • SCALE
• N/A
•
W
CL
z
W
=% U
0
11714 a
LU
0
I
m z o
o Boz
z � � Q
LU U
2LU
LU H o O
U z
F__1 r z
J J
z
0.ZZ) O
J j:e OU
O ~
cc O 2 z
Q °O
U m J U
Zr�
( z
z O
0 0 LU W
WO,�0./
(� LU
V
X
MJ
W
r)
JOB NO.
r� 42407
SHEET NO.
C-315

0
0
0
Q
Lp
0
0
a
0
0
6
a
DRIVEWAY #1
(SIGNALIZED INTERSECTION)
NCDOT ROAD WIDENING
PROJECT U-2581 BA
(BY OTHERS)
O
16" WI — _I I / —
'( RIGHT OF WAY
J DEDICATION
I / FIRE TANK &PUMP !S d !7 !S
� � O HOUSE -WEST (882 SF)
DODO
OD0 O
114
LOT 1 B
v VEHICLE PARKING '
/ 1
1 -
FUTURE ADMIN. 1 LOT 1A
BUILDING 1
(80,000 SF)
1 I ;
iiiiiiiniiiiiiii
�II 1
1
—
` O
_ FUTURE ATS/ELECTRICAL
M
1 1
1 1
\ FUTURE
MANUFACTURING
\ BUILDING (126,900 SF)
1 I
iiiiiiiiiuiiiiiiiiiiil
1 I
I
1
1
1
I
I
I
1
I
LOT 2 =
I
1
VEHICLE PARKING I
SCALE 1"=150'
0 150' 300'
PHASING NOTES:
1. ALL MASS GRADING AND STORMWATER
MANAGEMENT WILL BE COMPLETED IN PHASE I.
SECURITY BUILDING
(1,647 SF)
LOT 3 ACCESS ROAD
ATS - NORTH
(1,848 SF)
FIRE PUMP HOUSE - EAST
(882 SF)
REFRIGERATED
WAREHOUSE
(867,632 SF)
DRIVEWAY #2
(SIGNALIZED INTERSECTION)
GUARD HOUSE
(720 SF)
DRIVEWAY #3
(UNSIGNALIZED)
I I
I I
1 I I I I
i
6„
• r
1 Y
1 1 _
REFRIGERATED
WAREHOUSE
EXPANSION
(216,800 SF)
FUTURE ATS/ELECTRICAL
---- ---- ---- ---- ---- ---- - - - --,--
DRY WAREHOUSE
EXPANSION (173,624 SF)
TRUCK DOCK COUNT TBD i
I
FUTURE DRY WAREHOUSE BUILDING
(1,089,500 SF)
FUTURE ATS/ELECTRICAL
CUL DE SAC BY
NCDOT
DRIVEWAY #4
(AUXILIARY ACCESS)
OVERFLOW TRAILER PARKING
1
FLEET SERVICES
STAGING
1 I
1 I
I
I
I
I I t
I
I
I
I
I
I
I
I
I
t
01
FUELTANKS
0
LOT 3
PUBLIX TRUCK
CAB PARKING
t
OVER -THE -ROAD
TEMPORARY TRUCK
AND TRAILER STAGING
OVER -THE -ROAD
RESTROOM BUILDING
(427 SF)
RETURN CENTER
(60,122 SF)
VEHICLE PARKING
DISPATCH
BUILDING
(5,570 SF)
FLEET SERVICES
BUILDING
(27,757 SF)
FUELING STATION
t,�lelllrirr�l
IIA CARF, 6
O'`.
sl
=�OTE
.R:
CONSYNGTION
m
O 0
lzru
N C (n
U 0 z
z E w
Lu
o E �O
H -0 0
Q 1!J U
p IV -1 ;v p O
n
LL.
(,'J r i = W
—o
a0 z >
CL L
W 0 M N O LuW
0 l0 >
U' m } W d (7
Z Z cn M U u O
3: w X Q (n U
�
W � IQi z 0 C-6
+� O
U) in z
_ -y o > O z
O
O w U
�M } a D
N M cif
J
Lu w
0 H J
Lu
a
10
Lu
D
w
— >
Lu C)
N
o
co
0
DATE
06/26/2019
DRAWN BY
1. MOORE
• DESIGNED BY
• 1. MOORE
• CHECKED BY
• 1. MATEY
• • SCALE
• 1 " = 150'
Lu
CL
z
w
U
Z
O
Ln
N H
rl
az
U � z Q
O
Lu u�
z (�
U I --I o
p 1 a
Q z �
z Dom
O 0 w
pow
mLL 0
-1
J
f-1
� (D
�z
0w
w
V
X
J
JOB NO.
42407
SHEET NO.
C -400A
0
U
C
�a
00
_�
0CL
0
0z
00
:�
0
co
E0
� o
coN
0-o
0=
ZN
0 0
�Q
�x
o
0
0
Q
0 .§
Q0)
m
2 N
U O
N O
4% U
L O
N N
O
(� U
O O
N
E
co
U co
o
o�
U
N O
� U
i
CN
co c:
N O
OU
co O
Q�

L
0
i
i�VEHICLE PARKING -
i
i
FUTURE ADMIN.
BUILDING
(80,000 SF)
SII
E PARKING
DRIVEWAY #1
(SIGNALIZED INTERSECTION)
IN
LOT 1A
FUTURE ATS/ELECTRICAL
FUTURE
MANUFACTURING
BUILDING (126,900 SF)
LOT 2
'( RIGHT OF WAY
J DEDICATION
FIRE TANK & PUMP
HOUSE - WEST (882 SF)
SECURITY BUILDING
(1,647 SF)
moo:
LOT 3 ACCESS ROAD
NCDOT ROAD WIDENING
PROJECT U-2581 BA
(BY OTHERS)
15 d FIRE PUMP HOUSE - EAST
(882 SF)
DODO 0
ATS - NORTH
(1,848 SF)
1 r=� •
1 �
1
i
REFRIGERATED
WAREHOUSE
(867,632 SF)
FUTURE ATS/ELECTRICAL
FUTURE DRY WAREHOUSE BUILDING
(1,089,500 SF)
FUTURE ATS/ELECTRICAL
LEGEND:
INBOUND PUBLIX TRUCK TRAFFIC
OUTBOUND PUBLIX TRUCK TRAFFICco
'
00 e)-�J" CUL DE SAC BY
Q - - - - INBOUND O.T.R. TRAFFIC ))
NCDOT
z f f
OUTBOUND O.T.R. TRAFFIC
I
NOTE: NOT ALL POTENTIAL TRUCK MOVEMENTS HAVE BEEN
SCALE 1"=150' DEPICTED. THIS PLAN SERVES TO ILLUSTRATE THE OVERALL
FLOW OF TRUCK TRAFFIC WITHIN THE FACILITY.
0 150' 300' x
I
DRIVEWAY #2
(SIGNALIZED INTERSECTION)
II GUARD HOUSE
I I (720 SF)
I I I I I
I I �
DRY WAREHOUSE
EXPANSION (173,624 SF)
TRUCK DOCK COUNT TBD
DRIVEWAY #4
(AUXILIARY ACCESS) I
I
REFRIGERATED
WAREHOUSE
EXPANSION
(216,800 SF)
FLEET SERVICES
STAGING
Mum
OVERFLOW TRAILER PARKING
DRIVEWAY #3
(UNSIGNALIZED;
I I I
I
�i
1
-----------� --
Q\%!�=%%//moi,.
i I r
I
I
I
I
I
I
I
I
I
� l
01
FUELTANKS
1
LOT 3
PUBLIX TRUCK
CAB PARKING
OVER -THE -ROAD
TEMPORARY TRUCK
AND TRAILER STAGING
OVER -THE -ROAD
RESTROOM BUILDING
(427 SF)
RETURN CENTER
(60,122 SF)
VEHICLE PARKING
DISPATCH
BUILDING
(5,570 SF)
FLEET SERVICES
BUILDING
(27,757 SF)
FUELING STATION
t���e�f lrlrr�l
14,v I
OTLFLOR:�
CONSYNGTION
rn E
0 0
lzr 0
U 0 Z
z E w
Lu o 0
0 i _
v� (D O
a W 3:n U
U
C' LL � = H
a0—CD z >
Lu O M N O w
0 LU
l0 >
(Dm}1O w a (�
z Z V) U U O
w + X Q (n U
��
2- z 0 026
o
Lf) -4 cn z r
_ -y o > O z
F- ce Lu O
O w U
N M �
� J
Lu LL
0 H J_
D
Lu
a
D
I
10
Lu
Lu
o
N
o
co
P.
DATE
06/26/2019
DRAWN BY
1. MOORE
• DESIGNED BY
• 1. MOORE
• CHECKED BY
• 1. MATEY
• • SCALE
• 1 " = 150'
uj
z
Lu
U
z
O
Ln
N H
i
m<
z =
O o X
z Q Lu
Lu Buz
z 0
LU 0
U C) i
J J
z Q U
J OU
�c 0 C)
Uo� � �
J
O Lu
z LJJ
V
X
H
JOB NO.
I 42407
SHEET NO.
C-4006
0
U
C
�a
00
o
N z
-o
0 22
coo
� o
0-o
zN
z
O 2
�Q
�x
o
0
0
Q
2'§
Q0)
U O
o
4% U
L O

0
0
0
m
Q
N
0
0
0
0
0
0 -
L
DRIVEWAY #2
DRIVEWAY #1 ■.(SIGNALIZEDINTERSECTION)
(SIGNALIZED INTERSECTION) NCDOT ROAD WIDENING DRIVEWAY #3)
OTHERS)PROJECT U-2581 BA GUARD HOUSE (UNSIGNALIZED)
N87,54'03"W■
710 11 12 13 14 15 17
.w18 19 20 21
- 23
22
I-WE-�
_ �� _ _ - = 24
•
GHT OF WAY 0
�•, ��,���=. _. �� - ©rr ... � • � D ' • tri O ,
■ �`270
_ � * . . � • � -�� iii 0 . . � • _ r3 ���� . �
\
i
■
Ip!MINNIE
IIIIIIII >_ IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII
/ • • � • � � . •. i� , • ,ice
gor
IIIIIII�IIIIIII�IIIIIh��IIIIIII�I��III�IIIIIII;�IIIIII�IIII�IIIIII�III�07�IIhIIIIIIIIIIIIIIIIIIIII „, IIIIIIIIIIIIIIIIIIIIIIII _ :__: :__: :_ : Iii
■
■
• • REFRIGERATED ■- ■--■ ■--■ ■_ •
REFRIGERATED
WAREHOUSE
SECURITY BUILDING WAREHOUSE
632
• ,JEXPANSION
i • .11 SF- .- .--. .--. ._ •
FUTURE ATS/ELECTRICAL
. IIIIIIIIIIIIII�IIIIIIIIIIIIII�IIIII� __ �IIIIIIIIIIIIWIIIIIillllll�llllll��I�Illllllllllllll�illlllllllllll I� IJIIIIIIIIIIIIIIIIIIIIIIIII► � '
I r, '
;. 0 Sli ..
.�� \TURE \�
• 00000000000000000000\��o������0000000\ 00000000\0�00000000000000000000000000�0\000000000000000000000\ \\12 1 _ \ • • ■ •
BUILDING (126,900 SF) MR _ ;,! - -0
11
\
0
0
°
O I °
° LOT 2
49
c
Q
VEHICLE ARKING
W
N
0
O Z I 0
0 0
p 0 PERMANENT UTILITY EASEMENT
0 0 ° ° O 0 0 10' OFF BACK OF CURB (TYP)
o
O O O O(.
O °° p O p 0 O
O ° 0 O
0 - - 0
O- O-
O 0 O p
O °
0
p 0 ° ..
48
o p 0 0 ° ° po
0 000 0 0 °0
0 0 p0
o p
op
O ° p ° p O
O 0 p -
SITE DATA - - °p
8 65'
p O O
o ° 0 I
1. TYPE OF SUBMITTAL: SITE PLAN ° ° ° ° °00 47
7
2.
PIN NUMBER:
8804-59-3177
3.
PARCEL ID NUMBER:
117416
4.
ADDRESS:
5566 BURLINGTON RD, MCLEANSVILLE, INC 27301
5.
EXISTING ZONING:
LI - LIGHT INDUSTRIAL
6.
PROPOSED ZONING:
LI - LIGHT INDUSTRIAL
7.
ADJACENT ZONING:
RS -40, AG
8.
PROPOSED USE:
WAREHOUSING
9.
ADJACENT USE:
RESIDENTIAL - SINGLE-FAMILY, AGRICULTURAL, VACANT
10.
DEED BOOK REFERENCES:
DB 8097 PG 821-824
11.
PLAT BOOK REFERENCE:
PB 198 - PG 85-86
12.
PARCEL LOT AREA:
338.69 AC - 4.31 AC (R/W) = 334.38 AC
13.
NUMBER OF EXISTING LOTS:
1 LOT
14.
NUMBER OF PROPOSED LOTS:
1 LOT
15.
NEWLY DEDICATED R.O.W:
4.31 AC
16.
DISTURBED AREA:
231.20 AC
17.
PROP. IMPERVIOUS (PHASE I):
113.78 AC
18.
PROP. BUILDING AREA (PHASE I):
968,424 SF
FUTURE DRY WAREHOUSE BUILDING
(1,089,500 SF)
FUTURE ATS/ELECTRICAL
DRY WAREHOUSE
EXPANSION (173,624 SF)
TRUCK DOCK COUNT TBD
PERMANENT UTILITY EASEMENT
10' OFF BACK OF CURB (TYP)
-N868 44'14"IW
LOT 3 ACCESS ROAD -7bq/
w -- -
251.09' _ 2
rn 1? O ��
" 44 -
138.21
I
43 r1 ^
` CUL DE SAC BY U - - 42
/ 48 NCDOT m DRIVEWAY #4
0 (AUXILIARY ACCESS)
46
I
x
PARKING DATA
1. PHASE 1 VEHICLE & TRUCK CAB SPACES:
2. FUTURE VEHICLE PARKING:
3. PHASE I TRUCK AND TRAILER PARKING:
4. FUTURE TRUCK AND TRAILER PARKING:
LOT 1: 557 SPACES
LOT 3: 355 SPACES
TRUCK CAB LOT: 300 SPACES
MISC (GUARD HOUSE): 4 SPACES
1,216 TOTAL SPACES
LOT 1 B: 183 SPACES
LOT 2: 477 SPACES
TRAILER STORAGE: 991 SPACES
LOADING DOCKS: 208 DOCKS
O.T.R. (OVER THE ROAD) TRUCK SPACES: 91 SPACES
1,290 TRUCK/TRAILER SPACES
TRAILER STORAGE: TBD
LOADING DOCKS: TBD
} +!
FLEET SERVICES
STAGING
•
I
,
�i
i
i
• '
!��
1II11•
0 0 0 moo= FUEL TANKS L PUBLIX TRUCK
CAB PARKING
349.39' _
N85°5644"W�14�17.04
2484.77' (TOTAL) �
41
41
LIGHTING NOTE:
THE PROPOSED DEVELOPMENT COMPLIES WITH THE
OUTDOOR LIGHTING STANDARDS OF THE CITY OF
GREENSBORO LAND DEVELOPMENT ORDINANCE,
INCLUDING COMPLIANCE WITH THE LIGHT TRESPASS
REQUIREMENT IN 30-9-6.6.
M
00
0
Q
z
SCALE 1"=200'
0 200' 400'
0
0
0
0
0
0
O
0
O
O
O
O
0
t ,%t1fill" 1
Coty.$Tftc, N
Ol E
C)O
,:Zru
N C in
° z
z E w
Lu o O
F- _0 � o
28 Q wc 3: =)U
U
r j = w
ao -o z >
Lu
�O a�1O > a
cpm
zZcn�� v U O
29 3:w +� x Q (n U LLJ
Lu
0 12
_ _Ile o > Z
\ ~ � M ~ O
\ �.o O w U
1 ry) } cii 12
M d'
o �' ko W ILL
O 00 H J
a
IO
° w
1
Lu
cii
n �
o w o
N
O
<
CD
0
j 0 DATE
06/26/2019
j0
o DRAWN BY
° J. MOORE
/ ° DESIGNED BY
O •
/ ° • J. MOORE
O •I 0 CHECKED BY
° • J. MATEY
o • •
SCALE
O
00 1 " = 200'
� o •
o •
W
O
z
Lu
U
i
z
O
N
o Ln
rl
I
U � z
60_j
z Q Q
Lu U M
2
'14'50"W 560.62' N88°43 52"W z w
" o -
040 W H O
°
o 39 z
H
F
0 -11
QJ
° 0 z O J
o <
C)� u
O ow
Oo>
U m J 0
SHEET LEGEND
SCALE: 1" = 1,000'
V
�z
z Lu
W
�
III
V
X
H
MJ
W
^D
JOB NO.
42407
SHEET NO.
C-400
0
U)
U
C
0
U)
°
0
a
C
CL
m
O
°
a)
0
m
m
m
CL
0
O
00
o�
C7
°z
°O
0�
m
E o
a)
mU)
a 0
O
0
z U,
O2
Q
�a
o
_r_ 0
a) o
CL
o
a0)
a)
U)
.N m
�U)
U �
ax'o
a) ()

O
m
a
Lp
0
rn
N
0
0
L
0
7
N
U
0
U)
m
t
3
U)
a
C
CL
m
0
U)
a�
0
m
t
m
C
Q
�a
50
o()f
C7
CLz
00
0
m 0
0
ca o
m N
a o
C7 �
c') N
z
02
�Q
�a)
a)
o
0
0
C
'=
a§
N m
0
U �
N O
t 0
I i '
I
i I I
I I
I
I
ttttttt�rirrrlr
PINI 01190895EF
I I
�
N
T
f
GLORIA POOLE
I
v.R
DB 3207 PG 975
PB 70 PG 53
PINI 0119691
PIERRE A. & CAROL YN E. GORIA
I I
I I I
I I
W
o
-
C,� ��
'••
�; N
ZONING: AG
DB 2750 PG
749
I
o r
PlN#: 0117421
:'P
P.:
USE: RESIDENTIAL
ZOURE/HOLTICULTURE
PlN#: 0119090 I
M
Z
REBECCA P. LOWDERMILK
`�•
USE: AGRIC
ni I
RY T. WEDDING TO,
II
DB 2333 PG 478
rrr�rririf+�t�`1
DB 4391 PG 1166 PINI 0119098
r
I
I
ZONING: AG
PB 101 PG 8 I I I DAVID THOMAS TURNER & MARY
ZONING: AG
USE: VACANT
I
I T. WEDDINGTON
USE: RESIDENTIA I DB R 7355 PG 452
16" W
I I ZONING: AG
I I I USE: RESIDENTIAL
PIN#: 0117464
NSR COMPANY, LLC
PINI 0117444
CALVARY BAPTIST CHURCH INC OF
rn E
UGT_ _J /
/ Q 16" W_
I I I
DB R 7079 PG 711
MCLEANSVILLE
C) O
UGT—
�
I
16" W_
I I I
� � I
I
ZONING: GO -M
USE: RES/ASSISTED LIVING
I
DB 5726 PG 196
ZONING.' AG
�
N
(17
UGT
16" W I I I
I
USE: INSTITUTIONAL
z U)
M
z
—
_UGT — —
_UGT� _Z
—UG TI
16'( W �_ _
I I 16"W
' —
—16..W—
_ 16"W
w 6.E
H _ _
Lu
cc
O
�UGT�
—
— —
v
W— _®_
a W
_
_
16 W
URLINGTON-RD7OS-70—
16"W
16"
p oN
UGT —
—
_
T
AUG P
16"W
WIDENING SHOWN PER
1FYP�OJECT U-2581 BA
16" W
UGT
—
GTS
w U. C7 =
O o
z
w
_
>
—
UGT
o
��
TUC'
—
_
-- —
UGT =U OP _
I -
—16"W�
— — UFO—
---UFO—
=
UGT UGT—
-
0-0IDr p
pC �o LU
O
w
— UGT
0 0 0
° o
UGT � — � L/ --- � �
— GT
I
OHP OHP
� U
OHP UFO
—UFO— — — UGT— —
— UGT
T— UGT_
— -- —
� O (D w
U m }' k.°
0-
C0
UFO
_
UGT
0 0 0
UGT _ _ _UGT_
— I UGTUGT
_ _
— UGT—
— —_
UGT_ UGT—
z z M U
U
O
°
—
UGT _
UGT — UGT
T T—r—
UGT—
_
< � Cu < z
w
-
o
0
— T —
— T _
-UGT
UGT —UGT-—
O
z
dS
°
-b— — Z
�
N LINE
= 1 "SAN
TUFO
—
_ o
O
Z
_ 0°
GT—
��
I
(TO BE DEDICATED)
_
�
O
Q
—UFO
l.0 O
>
Lu
U
° 6 UGT_ —
16" SAN
UGT— 'So
I
_ _
�- 16' — _
UFO
M }
N M
cc
o
a
O
O —
—
U 0— _ UGT—
— UGT L —
DRIVEWAY #1 _
-& GN1AUZC-B �ITEI�SEETIBP�- —UGT _—
—UGT— —
_ �_ 16" SANUFO�
—
—
� Lu
LL
0
/
O A
_
_ 16" SA
�_ 16" SAN — —
24 STffAR � 16" SAN — — — — — UFO—
UFO— -
I
I
°
U
° CONNECTION (DESIGN AND
° S BY NCDOT)
�
—
8„ �OAN
0
�o —
0-
8' CHAIN LINK
—
0
8"s
�
�`
12
w
Un
SECURITY FENCE
AN
ANS —
0
10, WIDE TREETYARD
W/ BARBED WIRE / o
(TYP) 0
_-B,.SAN� �
10'WIDESTREETYARp �
�
�
Q
0
O
00
°
8' CHAIN LINK
TRUCK TURN
°°
SECURITY FENCE
AROUND
w
o
30' ZONE 1
_
°
O
W/ BARBED
50' BUILDING \ (TYP)
SETBACK
WIRE
WIDEN 24" CURB &
R50' F25'
NCDOT STD 1205.08
BUILDIN BACK
Q
p
\
/ °
BUFFER
/
GUTTER TO 30" AT00
DIRECTIONAL ARROWS
50'
o
/o
S
0°
/ °°
\
DRIVEWAY
I
DATE
°
o
p�
/
WIDEN 24" CURB &
GUTTER TO 30" AT
06/26/2019
DRAWN BY
0 20'ZONE2 / O° \ NCDOT STD 1205.1
/ DRIVEWAY
\
/
BUFFER
o
10'-30' SKIP LINES
0
°
/
0
\
/
i
MUTCD RIGHT
KEEP RIGHT SIGN
J. MOORE
N O
°
°
— —
/
D
i
150 LF NCDOT STD 1205.01
4" WHITE LANE LINE
FIRE WATER TANK
•
DESIGNED BY
z 0
/
— _ _
0 / \ \
/
J. MOORE
12'
°
/
.....104.71 ........
/ 12'
a
R=150.00'
L=2711.36'
•
CHECKED BY
0
\
/
6 l
0
�/
I a/
\ 12'
T=94.08'
............................... .
•
J. MATEY
/
�0' CONCRETE
C=159.41'
•
SCALE
0
\ /
MEDIA
12'
/
O
o /\
\ /
12'
•
0
o
/
0 /
/
v
\
\
/
FIRE PUMP
a
d
/
��
0
/
0
/
/
BUILDING - WEST
(882 SF)
7' WALK
o
/
0/
°
/ /
°
W
0 /
/ �/
8' CHAIN LINK
• , °
°
rQ °
/
0 /
/ �/
'
SECURITY FENCE
W/ BARBED WIRE
4 a
s
o
(TYP)
24" CURB AND
8,
'
.
W
l
o
0 /
/
p /
GUTTER
PERMANENT UTILITY
(TYP)
EASEMENT
s. :w
s .
C)
0 DMUE OVER AND 20'
AROUND WET POND
o
o
D ,/
10' OFF BACK OF
CURB (TYP)
30' DRAINAGE MAINTENANCE
AND UTILITY EASEMENT
35'
DRAINAGE MAINTENANCE
AND UTILITY EASEMENT
,
H
wad
Z
S
o
°
O
/
/
/ °
°
o
/
/
6' WALK
S
�`
6% WALK
D Se
o s
� /•�
u l
O
o
°
/ 0
°
/
4/
a D
D 5 a
D
0
°
/
/
o, R=250.00'
/ T=157148U
e A......_............
35' DRAINAGE
MAINTENANCE
16
ff 11111
(TYP) ' '
D
1
., s;
R25
U
Q
� z
I
°
�
........._.................
AND UTILITY
EASEMENT
49' (TYP)
(
ADA RAMPS W/
O
�� J
7
Z
0
b
o
1 LF NCO STD 1205.01
4,. H E L E LINE
� C=266.50'
4
D,
/
DETECTABLE WARNING S
R10' (TYP) STRIP
a
rr r:
z
U
O
�
<
Q
( _
Q
J
a -
A
p
R5' (TY
P)
w
L/ O
o
I I
s
Z)
0
I °
MATERIALS LEGEND
U~
z
Q
O
I
o
I
D
LIGHT DUTY ASPHALT
a
a D
J
o
0
0
0
I 0
I 0
I R50'I(=
I VEHICLE TURN
AROUND
R51/
9' (TYP)
�
Q
z
F -IJ
0
O
Q
J
I
I
R50'
HEAVY DUTY ASPHALT
D
D
� U
W
°
°
65 TALL
I SECURI
NCRE E SLANDS FOR
BAD E HECK POINT
46
Q
D
O c
S °
o
I 0
I
I 0 I
I ° I
& ELE T ONIC GATES
R5'
D CONCRETE SIDEWALKS
D
S°
U
O,^
M
1..1..1
�Il
0
I
0
°
GATE TO INCLUDE
m HEAVY DUTY CONCRETE
D
I 0
°
I 0 I
0
20
EMERGENCY ACCESS
c0
� ADA RAMPS W/ DETECTABLE
tv o
0
o
10' 11' a iD 20'
0
UTILITY YARD GRAVEL
Q WARNING STRIP
z STANDARD SPACES 13 13 13
13 13 43 13
13 13 13 13
D
a
13 13 13 D
O
UJ
z 0
°
TO BE CONVERTED TO
z
GATE TO INCLUDE
1 p
ADA SPACES IN FUTURE PHASE
a
°,uj
o
° I
EMERGENCY ACCESS
I D
1
SCALE 1 "=40'
—
°....:....... ...
oC
°
o
I0
I
p
I I
4Id 0
40' 80'
°
SAFE DISPETZSA
AREA W1 SIGNAGE
S °
I I
o
I
R50' D
(690 INDIVIDUALS)
o
°
0 I
o
I o I
NCDOT STD 1205.1
3'-9' SKIP LINES
i R50'
I D
_9'
(TYP)
u
1�
0
I I
°
I o
o
°
I 0
MUE FOLLOWS
BAC OF CURB
I5
....................
D 4
10'
W
co
I I
o
I
I p I
I e
8.5'—��24'��-18.5' 18.5'—��24'�-�-18.5'
18.5'��24'���18.5' 18.5'-��24'��-18.5'
18.5'—��24'��-18.5' 18:5'—��24'��-18.5'
18.5'—��24'��-18,5' ,
50'
0
0
0
I ....................
i 226.75'
D 6' WALK
^
I
n
°
O
JOB NO.
42407
0 ° I I 5' WALK °
O
0 I I 100' TAPER I MATCHLINE 13 13 13 13 13 13 13 13 13 13 13 13 13 13
0
°MUTCD
R3 -7(L)
SHEET C-405
D°
SHEET NO.
LO
°
"LEFT LANE MUST
TURN LEFT" SIGN
YR34'
)
j
s D
C-401
I o I
I
0
7
N
U
0
U)
m
t
3
U)
a
C
CL
m
0
U)
a�
0
m
t
m
C
Q
�a
50
o()f
C7
CLz
00
0
m 0
0
ca o
m N
a o
C7 �
c') N
z
02
�Q
�a)
a)
o
0
0
C
'=
a§
N m
0
U �
N O
t 0

L
�a
5O
-0 ')CL^
V
z
00
o�
0
co
0-o
UN
z
O u
�CL
o 4-7
0
0 0
Q
o
Q
c
cn m
U O
N O
PIN#: 0117444
CALVARY BAPTIST CHURCH INC OF
eG
MCLEANSVILLE
— —
• ••,+�'� Alf
'
PlN#: 0117421
d
J
D8 5726 PG 196
ZONING G— 16'W
t/SE: INSITUTION 116„ W SOH —
— — 16" W
16"W— — —
— UFO —
OHU
FO
9 ....
+.`" Q.;O�ESSIp;U.7
9 J
,
UFO
FOS
J
j
REBECCA P. LOWDERMILK
DB 2333 PG 478
� LUCT
16"W _ �OHU ll IIGG — --UGT—
—
— —
-UGT
T
C � ��
-
��
TION
�nnnnin an
611 W
_ �OHU — — =UGT—
TONROA D
611 W _ — —
_ 16"W—
16"W—
—__ _ — —_
—
—
_ =fir _
`'•,S 5C4+`,.
BURLINGTON
WAY 70_A
i
BURLINGTON RD/US-70
WIDENING SHOWN PER
_ 16 W
Qw"_ _�
_ _� _ UGT
�— UGT��
_ —
—
—UGT
—1171
— — — �- 1�N—
16' SAN _---
U, S. H�GH
NCROJECT tf25 1�BA
_16"W�——�—
—
��
— — UGT—
— —
�-
0,
VARIES ES 6
—
-- _
—___ uGr—_—
—
— —
�� 16 SAN — —uF -
rn E
pUBLICR�
- MIN)
E IW
__
16" W —
_—___=
—�
r= —
U
—UGT
--- ----
— 16" SAN �r
O o
TENAN
MAIN �__
—
—
=u��r ---
I
—UGT —
—
---
— _UF
N
U)
-
— 16" W 1�
�s ��� — �� UGT—
U T= UGT
I
— — —U�
—__--_——UF
16" SAN — —
— —UFO —
—
z E c
E M
z
w
16" W—
_ —
—U
— U
w o
— UGT—
UGT �
I
—UGT � — �
—
�
H �
_ _
UGT — UGT —
_ �-
—I
_ TUFO
3 L7
Q� 0
U
— --
UGT_ UGT— —
_
— UFO--
_ — T
a o
LL N =
w
—
GT
�" 1 UFO
TUFO
_
IL)
10' WIDE STREETYARD
w O M N
O
Lu
_N _
o O LU
w
a
� U
s= 1g_SAN UFO—
C7 CO }' 1O _
z U) � M =
�
O
_
TUFO
�w �X ¢
cU')
U
�_ �— —UFO—
30' DRAINAGE MAINTENANCEIEEE
awQ) Q
Q) LL. z
0 C7 0
w
in
1 "SAN
_
—UFO
AND UTILITY EASEMENT
/
50' BUILDING SETBACK
cn
a
z
z
NEW RIGHT OF WAY LINE
_ _y �
~
STREET ARD
10' WIDE
(TO BE DEDICATED)
/
0
U
O
w
/ \ /
w
00
LL
� 50' BUILDING SETBACK
C7
Lu
45' DRAINAGE MAINTENANCE
/
p
_
8' CHAIN LINK
AND UTILITY EASEMENT
/
U)
SECURITY FENCE
/
j
W/ BARBED WIRE
/
/
Lu
(TYP)
/
w
O
Q
N
�
/
o °
00
O
R10'
°
DATE
06/26/2019
6' CHAIN LINK
DRAWN BY
° SECURITY FENCE
(TYP)
J. MOORE
°
FUEL TANK
24" CURB AND
GUTTER (TYP)
20;
° °
°
G G G
FIRE PUMP
BUILDING -EAST
DESIGNED BY
J
° ° °
°
(882 SF)
•
D
° G
J. MOORE
o
°
°
•
CHECKED BY
b
a °
0 0 o
v
•
J. MATEY
9 4
60'
11
30'
ATS BUILDING -NORTH
19.5'
0
4
• •
1848 SF
SCALE
!
1 40
.
1 .
%b
Po
.
1
1
R10
D
°
R20
7
, :.
' R10
R10
� R30 R10
a, R5 10 CONCRETE 10 CONCRETE
R10
°s DOLLY STRIP TYP DOLLY STRIP TYP
tl112
.!
a
TYP
2 TYP
�.y
a �R
S
�
i e a 30' DRAINAGE MAINTENANCE
5' D INAG MAINTENANCE
2 RA E
W
a :
ai
AND UTILITY EASEMENT
j
AND UTILITYEASEMENT
L
Cu)
m:11°
e�
84.5'
99'
75.03'
z
m
to
.
i
S
Lu
17r
s
41
�e
O
3
Z
Im
U
!
1
d !
/
60 TYP 12.5' TYP
12:5' TYP
12:5' 13.25'
12.5 TYP
z
,
i
s
ea
a s
s
3
, 1 e
3a
!
. a
S
3
S
a
s
S
j
a
d
a a 5
. a
e S -
'.. . ,
i s
ad-
w
N
li
a e
1 a s.
S.
1
J a a
s_
a
S
S
S
1
.
. Z
O
a
1
I ,/.tel
. ,
s
T
U
3
a
S
i a
a 1
s
d
1
U
UJ
TI
: _! 8
e a
a. :.
• v
a.
a .. a e :
s : !
�
LLJ
T
MM
z
d
a
1
R25
a
s
:
e
1
. . .
.
I --I
! e
a a
oCQa
Lu
� U
�
6' MAN GATE
TRUCK DOCK
TRUCK DOCK
TRUCK DOCK
(TYP)
(TYP)
(TYP)
i
WIDE 30' SWING GATE
.................................................
........................................
J
'
O
°
W/ KNOX BOX
AND RECEIVING DOCK
�a
D
Q
J
0
Ov
J
W
d
O
oC
�
p
_
54
U
o
�
(n
D
cD
d
°
REFRIGERATED
REFRIGERATED
�z
0
w
°
WAREHOUSE
WAREHOUSE
MATERIALS LEGEND
uj
s
(867, 632 SF)
(867, 632 SF)
LIGHT DUTY ASPHALT
pC
...................
..
FREEZER
HEAVY DUTY ASPHALT
( n
v
PRODUCE
4D CONCRETE SIDEWALKS
X
D
COOLER
d
10'
HEAVY DUTY CONCRETE
CID
501
co
00
o SCALE 1 "=40'
UTILITY YARD GRAVEL
D
Q
0.
0 40' 80'
-
JOB NO.
MATCHLINE
42407
d D
SHEET C-406
SHEET NO.
4
C-402
L
�a
5O
-0 ')CL^
V
z
00
o�
0
co
0-o
UN
z
O u
�CL
o 4-7
0
0 0
Q
o
Q
c
cn m
U O
N O

L
0
O
U
C
0
m
3
0
O
2-
Z)
Q
O
N
N
0
Co
Co
Co
co
Q
=
PIN#.- 0117465
= SOUTHERN NET INC
—
PIN#: 0117466 PIN#: 0117467
SOUTHERN NET INC MORRIS PHILIPALLISON,'
PIN#.' 0117468
MORRIS PHILIP ALLISON,
I
PINI 0 1174 70
I I
(,
C7
�JSARA
DB 3442-P43-815
PB 21 PG 15
DB 3442 PG 815
�B 21 PG 15
LYN SZOSTAK
I SARA L YN SZOSTAK
MORRIS PHILIP
S P: ILIA ALLISON; I
MORRIS PHILIP ALLISON,'
PIN#: 0117472
I
r r r r r r r
-
16"
ZONING: RS -40
USE: DEV. RESTRICTED
ZONING: RS -40
DB 3442 PG 815
�P 21 PG 15�
DB 3442 PG 815
I
SARA LYN SZOSTAK
SARA LYN SZOSTAK
DB 3442 PG 815
BURLINGTON RD/US-70
MORRIS PHILIP ALLISON,'
PIN#: 0117471
�CARO,',
.` (1 C��(�t '
_
HU_
�
—
USE: DEV. RESTRICTED
ZONING: RS -40
USE. RESIDENTIAL
P�21 PG 15
ZONING: RS -40
�—
DB 3442 PG 815
P821 PG 15
ZONING: RS
P821 PG 15
ZONING: RS -40
WIDENING WIDENING SHOWN PER
NCDOT PROJECT U-2581 BA
I
SARA LYNSZOSTAK
DB 3442 PG 815
ORRIS PHILIP ALLISON,
SARA LYN SZOSTAK
P• ........ '7
� �. • FESS((} �` %
d ' . 9
——UFO
UFO
W
—OHU —
—
USE: RESIDENTIAL
-40
USE: RESIDENTIAL
USE: R€SfDEN�IAL
PB 21 PG 15
DB 3442 PG 815
ERI
T
16' W — —
16"
�-
ZONING: RS 40
USE: RESIDENTIAL
I
ZONING:
_
— — UFC —
OF
_
_�
Fes—
— 0— —
— —
—
UFO——
—
— —
ENTI
I USE: RESIDENTIAL
I
I
I
'•,�S'C®��•P`•
— UFO—
—UFO—
U T
24" STOP BAR
—
AN —
—
-
SAN
— —
-
SOI N BRIN�9VA
—UFO—
— —
T= -�" t/1/ U�
_
r✓�
DRIVEWAY #2 IQML QESIGN AND — _UG N — UFO—= — —_ — _
CON3TRtJ(i�1C$1��Y_.�LCDOT� _UFO— �— — —UFO —
6
SIGNALIZED INTERSECTION
— —
N _
—UGT— —
_ — —UGT —
UFO
—
—
— — UFO- K
_ _ —
—UFO
°' E
o
� '-'
SAN =
_L FO
DRIVEWAY #3 —
UFO
_
N
—
— E-
_
UNSIGNALIZED
z
Z
—U —
JOIN DRI EWAY
w o E �
Lu
Lu
R7.5'
I�
—_—
— �- 16" —_—
N AND MONO
CONSTRUCTION B CDOT)
O
1
; ` d •
�- 16" SAN = FO —_— —
—UFO _
a O
U
—
-
j `
R>_
/
_ UFO —U
o
C7
w
°
a y
1'
•
WIDEN 24" CURB &
10' WIDE S
STREET
—
� UFO
-
Q O 0
Z
>
d
s
°
g
GUTTER TO 30" AT
_
w O M N
1 w
O
w
ee�s
I
I°
•
e DRIVEWAY (TYP)
e
NEW RIGHT OF WAY LINE
o_ T L
m � 1,10 �
a
C7
a1
(TO BE DEDICATED)
e , ,
C7 ca
z U) M =
cn U
U
O
R100'
s°
WIDEN 24" CURB & '_
Z
� W �, x Q
�
U
°
NCDOT STD 1205.08
� �
GUTTER TO 30" AT R30'
8' CHAIN LINK DRIVEWAY
Q W ai < z
+�
p O
w0
' " • s a. DIRECTIONAL ARROWS
50' BUILDING SETBACK
SECURITY FENCE
:
L � cn
cn ,
R125'
R=1000.00'
W/ BARBED WIRE
44' SLIDING GATE
_ o j
H L N �
OZ
0
(n
Z
�
s
R1�10'
'
L=59.06'
T=29.54'
W/ KNOX BOX
g
O
>
O
U
NCDOT STD 1205.1
0""""""""'
r`"r }
w
0
s
10'-30' SKIP LINES
GATE TO INCLUDE
ADA RAMP W/ --
M
s
as+ 1•
\
a
s es
p
......... . .................
C=59.05'Lu
EMERGENCY ACCESS
DETECTABLE WARNING
STRIP
e ''
_j
� L
O
ILL
s 1°
vs
eS
ds a$ .
15'
,e
V
s+
s a
" • e d
.
i s'
,v
F�
w
i'
s
R160
T
15'
—
—
20' + R3®' •
e S - a e "
TRIC VEHY E °
� K/ L
1.
"
e.
"
w
g
S
e
/
��
`, • ' ` a s fi TURN P,ROUND•
V/
.��
""•
30' GRASSED
MEDIAN
15'
_ -
14'
a R�' TYP)+ i
,
w
a
a
+
15'
6" TALL CONCRETE ISLAND FOR
SECURITY BADGE CHECK POINT
& ELECTRONIC GATES
' D`
8 R15'
48'��
UARD
18' BUILDIN
7 s
s
s"
s
w
C)
C)
R20
d
s e
a
., • is
a\ a
,
15
, e
p e
a
3
s.
,..
s
a - d "
�
Q
0
rl
s
9
s. "S
aal
5
— 1
.1 4 .s
,e R5`• ,
ea� ° d1a
co
o
1 .
370 LF NCDOT STANDARD
GUARDRAIL
I
15`
�
�e
+Sa
+�►
• as T YP'
— 91r,.Sae
a
TTT %
s —s— .
1:3
e a d
s°
e
s
a
DATE
se
0 019
6/26/2
'150'
-- e -
DRAWN BY
20' R50'1 3—
8' CHAIN LINK 1 S
SECURITY FENCE
J. MOORE
24" CURB AND
W/ BARBED WIRE
GATE TO INCLUDE 6" TALL CONCRETE ISLANDS FOR
DESIGNED BY
SECURITY BADGE CHECK POINT
(TYP) EMERGENCY ACCESS &ELECTRONIC GATES
GUTTER (TYP)
•
D
D
J. MOORE
•
CHECKED
BY
0
s
0
6 a s
•
•
J. MATEY
SCALE
•
.
a
•
, e
,
e e
e d
a a e ,.
",
s
"
° e
"- d
,
:. -..
'e
s
1 40
a
"
"
♦
s
: ° a
S
is
9..
10' CONCRETE
DOLLY STRIP TYP
r12'TYP
60` (TYP) )
r12'TYP.
10' CONCRETE
DOLLY STRIP TYP
W
2
m
>
c�
n
F
w
CLNm
z
—
99
o
0
Z
m
108
Z
-
J
U
W
2
U
H
a
2
I-
W
W
U
12:5' (TYP) )
r
12.5' (TYP)
10' CONCRETE
z
s
1
I
hI
s
a °
s
DOLLY STRIP TYP
S
...
.
1
S
a
s d.
S
S
1
a
:-
R50
Ln
a a
1
a ° e
1 e a 1
S-
d
- a ,
a e
1
- • :
a
: }-
°
e a .
S
"
S
a. e
t a
e. , - e
S
,
".
a
e
S
+
a a <
e
1
e
s
e
a
°
a. a -a.
:
e.
1
• , i. e ° 1•
s
a
U
s
s
"
�" a e
S "
-" n ,
- a •. ..
S
a. ad e
d � • :" _1
<
, , :
,, a
S a < i. d
d
e a. J"
o
H
"d
S
s.
TRUCK DOCK
_,
s a
a .. :.
,: a
e
-. ° :.d .. s•
e
MATERIALS LEGEND e
e,
°
a,
,a e
e
Lu
z
Q
�/
Ldp
v
a
J
(TYP)
U
~�
.............. • .....
LIGHT DUTY ASPHALT
`
O
'
J
AND RECEIVING DOCK
1
HEAVY DUTY ASPHALT
Q
z
O
J
s D CONCRETE SIDEWALKS
s
J
U
W
S
!
°
O
O
HEAVY DUTY CONCRETE
60' . 80'
60' 80'
60' 60'
80'
Q
Q
M J
W
00
Q
o
UTILITY YARD GRAVEL
0 0 "
D
REFRIGERATED
z
,
z
WAREHOUSE
Tx 17'
SCALE 1 "=40'
; _
12' (TYP)
W
W
(8677632 SF)
CONCRETE
PAD TYP'
O
0 40' 80'
'
oC
7'
i
's
S
X
FLEX TEMP COOLER%
j
d
• "S
e1
as
s°
r e
1
s
30B NO.
MATCHLINE �`
42407
SHEET C-407
e1
'
SHEET NO.
a'
C-403
s 1 + S
L
0
O
U
C
0
m
3
0
O
2-
Z)
Q
O
N
N
0
Co
Co
Co
co
Q

0
m
Lp
o_
rn
0
C
0
L
0
N
U
C
0
U)
m
t
3
U)
a
C
Q
C
2
0
U)
a�
0
Co
t
C
Co
co
CL
�a
5O
o�
C7
CLz
�O
0
C
m
0
0
C 0
mN
a o
C7 �
c') N
z
0 2
CL
aa)
a)
o
0
0
C
'=
a§
N m
� 0
U �
N O
t j
I
I
t��e�f lrlrr�l
•
f,7
PlN#: 0117490
AHMAD H. HAMZE
PIN#: 0117491 I
GLADYS BARRERA FLORES
DB R 7741 PG 1802
PlN#: 0117492
I
PI
��
`-
J
DB R 7661 PG 3026
WILLIAM S HODGIN
PlN#: 0117493
PAUL J7&98
/
I
PB 20 PG 59
PB 20 PG 59
ZONING: RS -40
DB 2242 PG 305
PB 20 PG 59
THOMAS W. &
CAROL J. MILES
CHANISTY H. MITCHELL
/
\
C �N ��
: �^
�� N
I
ZONING: RS -40
USE: RESIDENTIAL I
I
USE: RESIDENTIAL
I
DBPB 20 PG 59 R 7142 PG 68
ZONING: RS -40
DB R 6680 PG 2339
PB 20 PG 59
ZONING: RS -40
/
l
\ \%��?'Ci113�4'�'
\
`'•``5`5r�i�`,4�'`�t,
Q `�
I
BURLINGTON RD/US-70
I
I
I
USE: RESIDENTIAL
USE: RESIDENTIAL
I
6" W_
WIDENING SHOWN PER
NCDOT PROJECT U-2581BA
—
I
PIN#: 0117495
LEROYA. HARPER
DB R 3850 PG 453
/
/ \
—
— UFO
UFO
_—
— 16" w _
— —OHU — _
—OHU
— UFO— — —UFO——
— 16° W
—_
— 16" W_
—OHU—
—W—
/ PB 20 PG 59
ZONING: RS -40
USE: RESIDENTIAL
I
/
/
\
\
0 0
lzr u
r'4Un--
-- OF
—
— 0 —
—
— —UFO—
—OHU——
—OHU
—W _W----&'PIN#:0117496
ROGER B. &
/
z E �
W o O
w
0
DONNA G. GANNON
/
_
O
WIDEN 24" CURB &
GUTTER TO 30" AT
- — F
_
—
—
FO
`
`WPB
/ DB R 5036 PG 1364
/
\
O
w LL
U
Lu
— —UGT
— —UF
DRIVEWAY
— —UGT — —
_ O
SAN
—
— —
(O RIGHT CA ED) LINE
TO BE DEDICATED
— —
8' CHAIN LINK
SECURITY FENCE
W� BARBED WIRE
(TYP)
\
\
O
,y
— \
\ \ \
— \W
TUFO \ \ \
ZONING:
: RS -40
USEO RESIDENTIAL
/
PIN#: 0117497
/ JOSHUA MANN &
\
L )
�
a O oN p
W O M
�Lu
O w_
a_
~
w
—
\UGT
—UGT — —
—UGT
\
\
DANIELLE LEHMAN
=
20— —
MAU \
UFO —
—
— UFO—
—UGT —
—
—UFO —
��
\O
\
\Pk
/ DB R 7794 PG 2220
PB 20 PG 59
ZONING: RS -40
O
z M
Z cn U
LLA x Q
MCu z
U
(>1
O
—
• USN
\
�\
/
USE: RESIDENTIAL
Q
O
0
z
cz
\ O
\
'
NCDOT STD 1205.08
DIRECTIONAL ARROW
16"SAN
\ \ UFO — \ \
\ \
PIN#:0117486
\ ROGER B. &
\ ki DONNA G. GANNON
°
°
o
F �
>
O
(n
>
w
O
U
s
\
\
DB R 5036 PG 1364
\ PB 20 PG 59
o
N M
�
O
R=1000.00'
\
S\
qN \ UGT
\ \ psi \ \\ \
�\
�O \ ZONING: RS -40
\ \� \ / USE: RESIDENTIAL
O
O
° \
w
m H
LL
J
.
e
,
L=59.06'
T-29
3p
\ 9 �E \O
\
\
iQO \ \ /
!y
o
o
\
X70 b -
a
_
...........................
C=59.05'
NCDOT STD 1205.1
10'-30' SKIP LINES
\
\ \
\ \ \
\SqN \�G'T \
\ \�
\
\ \ \ o \
\
0
o
o
Lu
0-
D
O
Un
i
7b'
, .
15'
R15' 15'
i
• s . . • .
R105'
�s"" \ �cT \ �\
SqN\ \ \ \
\
\ TUFO
�� IV O
J Jou 0 ° \
.Q PIN#: 0117481 0
w
rn
o
'
- _
30' GRASSED
MEDIAN
.
\ `
\
\
h� CAILLOUT LIVING TRUST, °
LES CAILLOUT TRUSTEE °
\
Q
O
'
15'
-: ':
a °`a , •
� \\�G'T
7s"
R 6897 PG o
DB PB 20 PG 59189 O
co
0
DATE
a °^ • .. a .. a. s: ,e _ O
ZONING: RS 40
f5 a s s. i s_ ti
;: E RESIDENTIAL 0
�/\ \ \ US
i.
\
•
161
. . a
— d
�
a
.
,
., 1
U T
RFF � \
\kk
06/26/2019
DRAWN BY
1 Q
S
s . q R \
s 340 LF NCDOT
a .
8
s s
'
s
R15'
a
R100' ' s
STANDARD GUARDRAIL
60, �s""
o
\ -Q-1
J. MOORE
R30'
R10D;
.
.a . °
i .
s R30r
S
'
R5'R5
R5' R5'
R40'
,.
l/�'D.
`l•�'�0DESIGNED
SFA
�L'7f
\Vj1q O
\ \
/\ \ \ \ 0 0 \� \
�C''T O\\ �6O q� \ I
\ \ _c \ \ �\
0
•
BY
J. MOORE
CHECKED BY
J. MATEY
SCALE
. . \ \ \� \� �
1 1 l
•
�
R5'
o
c \ \
T
1„=40'
R5'
� \ O \
r12'
R30'
10' CONCRETE
\ o
(TYP)
DOLLY STRIP
®
\ �G
MATERIALS LEGEND
\ �cT\ Q
W
2
m
s
l
LIGHT DUTY ASPHALT
\ 0
\ Q ° ° 0
° o
C7
n
HEAVY DUTY ASPHALT
0 0 °
\ 0
W
C
C)
Z
fll
I60'I
24' ONE-WAY
TRUCK EXIT
p 5CONCRETE SIDEWALKS
0 \
V
20
60'---�
x~60'
° \
0
7
L
10' CONCRETE 10' CONCRETE
DOLLY STRIP DOLLY STRIP
'
HEAVY DUTY CONCRETE
°
c) o
O
I.
4
14
& CHAIN LINK
SECURITY FENCE
o o UTILITY YARD GRAVEL
DMUE OVER AND 20'
Q 0
z
°
\
N
Ln
��
(TYP)
AROUND WET POND
0
s
9
I O
J
l�
P
a
75'
SCALE 1"=40'
°
30' ZONE 1 o
\ BUFFER °I
'
U
z
NOR
Q
Z
s
10' CONCRETE
DOLLY STRIP--,,”.\
0 40'
80' 20' ZONE 2 0
BUFFER o
O
z
w
Q
U
Q
a
s
O
0
_
z
V
Q
LU
O
z
O
U
J
0
O
1'
_-----------------
o
O
\
z
J
O o
U
J
W
80'
60' 60'
80'
60'
s
I I
I I
8' CHAIN LINf�'
\ SECURITY FENCE
BARBED WIRE
(TYP)
O
�
U
o
O O
LL
/1�'1
W J
, ^
�I J
0
\ 0
=
L7
'
o
7
12' (TYP)
DMUE FOLLOWS
BACK OF CURB
L--------------------
\ Q
o
O
z
L
W
W
..i
Q
\
R5
0 Q o
ce
s "
l
a
ADA RAMP W/
DETECTABLE WARNING-------------------�
0
\ °
°
0
V
STRIP
I
OTR RESTROOM
BUILDING
I I
0
a •°
d
R10'- �
(427 SF)
R10'
°
H�
s
g
I
Q
o \o
° O
y
R10'
o \
0
00
° \
O
JOB NO.
MATCHLINE
1\ o Q °
42407
Q
is
SHEET C-408
I
°
\ o
SHEET No.
°
C-404
s
0
O
0
N
U
C
0
U)
m
t
3
U)
a
C
Q
C
2
0
U)
a�
0
Co
t
C
Co
co
CL
�a
5O
o�
C7
CLz
�O
0
C
m
0
0
C 0
mN
a o
C7 �
c') N
z
0 2
CL
aa)
a)
o
0
0
C
'=
a§
N m
� 0
U �
N O
t j

L
0
N
U
C
0
U)
3
U)
a
C
CL
m
0
U)
0
U)
m
co
Q
�a
5O
o�
C7
CLz
�O
o
m
0
o
mN
a o
(7 �
c') N
z
Op
Q
axi
� o
o
0
0 0
CL
a�
N m
N
U �
N O
(D N
(6 0
N o
a�
E -0
U �
O
N �
U
N 2
N
� U
U i
cU 'o
N o
� U
m
-a -2
a) 0
U
5' WALK
o
' °
I
100' TAPER I
+ a
SHEET C-401
13 13
13
13
13 13
13 13
13
13
13 13
13
13
lrlr�l+r
O
,+t+�+e+f
°
o
°
0
I
MUTCD R3 -7(L)
"LEFT LANE MUST
MATCHLINE
°
R34'
�,*
Dr0
T
f
o
I
I I
TURN LEFT" SIGN
R
S
o °
o
I
CURB R15'
CTNC..9T'i
_
NI
°
I o
1YF
9 (T )
BEGIN FULL TRANSITION
CURB HEI I MECHANICA
-
°
I
4
EQUIPM
'•ssca�
,•
\
I °
I
e+
I
a°6'WALK
DA VAN
5
0
I °
I
°
8.5'---24'- -�-18.5' 18:5'----24'--�-18.5' 18.5'-x--24' ---�-18.5'
18.5'----24'---�-18.5' 18.5' -�--- 24'--�-18,5' 18.5'-x--24'
ACCESS LE
°
I o
�P ,
a
8'� '.
PARKING SIGNS
_
+v
°
°
O
I
\
I
5' o
a
0
I °
°
I
+a`
` .
8' SECURITY
rn E
o
z
o
I °
1
I
NCDOT STD 1205.1
8 (TYP)
BUILDING
1,647 SF
( )
74.45
�
N c
Un
o�
I °
\
I
°+
10'-30' SKIP LINES
11 11 11
R5'
11 11 11
11 R5 (TYP) 11 11
11 11 a
°
z E
0 0
z
Lu
\
0
I °
0
I
\
R-250.00'
4
(Trp)
5' WALK
w
= o _
O
o
°
I
10' CONC.
L=276.51'
R10' (TYP)
•
ADA RAMPS W/
DETECTABLE
6'
) (7
a W c
U
U
00
o
I °
MEDIAN 12
\
R=250.00'
L=2711.36'
T=122.38'
•....
- ---
R10'
9 (TMP)
S' (�'P)
WARNING
STRIP
c p
w U. rj
LL D � =
w
0
I o
o
12'
1 `
T=122.38'
A...... » ............
.........»..... ... '/.-�
C-219.83
24
R5 (TYP)
8 (TYP)
PARKING
CD
LOU -O r1°i
w
O
w
\
12'
��
SIGNS
i
�0
a >
°
0
\ o
\
\
C=219.83'.»...
14
16
LUSH
CURB TRANSITION
u � w
z ca cn M U
a
(�
° °
\ o \ \ 8VVALK BEGIN FULL /
100 LF NCDOT 205.01 , o ° °
w Q Q
Q w
z0
cn
w
U
o
o
\
\
\ 4' WHITE LANE IDE
CURB HEIGHT
CC L
0 C7 �
z
o2S
I
o
DM E FOLLOWS
\
R30'
Ln
a) �O
o
Z
0
o
o
\ °
BA OF CURB
`
MUTCD R-1
"STOP" SIGN
(3) ADA PARKING
_Ile
ce
>
>
O
I
°
��
�\
`� \
R30'
CURB LINE TO BE INSTALLED
SIGNS
�
M }
w
U
�
2
0
\
IN INITIAL PHASE
N M
O
N
°
o
\�
�
\.
J
00Lu
LL
i
°
°
po N D T STD 1205.08
° DIREC O LAR OWS
\
100 LF NCDOT STD 1205.01
4" WHITE LANE LINE
I
°
°
0
0
0 \
0
I o
0 �
`5 a \
\ o
R2.5'
24" STOP BAR
(TYP)
, » • •• • • • • • • • • • • •
MATERIALS LEGEND
w
a
o
Lu
Un
o
R100'
R30' 48.90'•
LIGHT DUTY ASPHALT
Un
°
°Lu
/
,�
MUTCD R4-7
cl�
0
0
o
I o /
0 /
KEEP RIGHT SIGN
END CURB
AND GUTTER
HEAVY DUTY ASPHALT
rn
o
° �\
\
w
N
S
0
o
°
/
° I \ \
°
I I
\
7�j\
NCDOT STD
1205.01
° 5° CONCRETE SIDEWALKS
Q
D�
\
o
0
12'
00
\
°
°
I ° I I
°
0
\
\
\
4" DOUBLE YELLOW
•••,\ CENTERLINE (TYP)
.%
co
co
s HEAVY DUTY CONCRETE
DATE
I
\
2
9�
°
\� 0 1 \
\
\
•.
12'
Z
UTILITY YARD GRAVEL
Qmb
06/26/2019
°
0
\ o
\
HA LINK
R417'
DRAWN BY
\ \ ° \ CURT E , NCDOT STD 1205.01
o °° \ / ) \ 8" YELLOW DIAGONAL LINE SCALE 1"=40'
o °\ \ / \ ` (T�
S � � � i \ \YP)
J. MOORS
DESIGNED BY
°
° _ _
�\0 ° /� \ \
0 40 80
•
J. MOORE
o
\ o
\ °
O \
\
° o \ \
� \�/
/ / \I
� R=400.00'
•
CHECKED BY
O
0
\ °°
//
/
L=2711.36'
T=195.80'
•
J. MATEY
SCALE
o / A......».........
N o
•
vZ o
o
\� °
/
/ /
\.
C=351.73'.»...
z
C)•
1" = 40'
o o
o
0
0
/
R362'
\
U
W
°
°
0 00
��
\ ° /
R288'
Lu
c? O
N O
�
O
O
\
z
Z °
° °
Lu
�°
\ O
°
O
O
°
°
O
°
S°
° ° °
/
z
° °
°
°
°O
O
o
0
DMU ER AND 20'
AROU WET POND &
N
LnLn
��
\ 0
°
DMUE 50' OF TREAM BANK
° \
°°
SHARED LINE)
rl
`J= °
v2
°
°
RMANENT UTILITY EAST
PEO'
I
(,
z
°z
1 OFF BACK O CURB (TYP)
Q
~�
z
� Q�
\
°
°
°
°°
°°
O ° °
o °
°
(J /
Q
J
END CURB
S 0 ° o ° ° AND GUTTER
° °°
LU
�� O
° °
°
U
�O
0 z
0 0
0 0 0 0
0
.
J
\
\
°
°
\0
o
°
Q
z
z
0
0
o
J
U
Lu
°O
o
1 -II
0
o
°O
°
24' ASSOCIATE
O
�
\
o
°
ACCESS DRIVE
=
(�
\
& CHAIN LINK
SECURITY FENCE
o
s
20'ZONE2
BUFFER
o 8' CHAIN LINK
SECURITY FENCE
V J
\
W/ BARBED WIRE
(TYP, CONTINUES ALONG
o 0
%BARBED WIRE
0 (TYP)
O
z
W
PROPERTY BOUNDARY)
0
o
z
\
O \ °
°
°
W
0
o
ce0
\
—
— 0)
30'ZONE 1
BUFFER
0
°
CURB LINE TO BE
IN INITIAL PHASE
INSTALLED
v
0
50 -TYPE
°
R30'
L
-A" BUFFER o ZZ
x
00
R=400.00'
L=2711.36'
R30'
°+
25' BUILDING SETBA�K°
0
o
0
\
0 \
°
T=28.39'
•A• • •• • » • ......••••
C=56.63'
0 0 0
0 0 0 0
0 0 0
0 0 0J
°O
N87°79
S
0
o
0
O
O
O
— — — — —
o
o\
O
o
I
.....»...
JOB NO.
°
00 \
o
o
MATCHLINE
153.70'
42407
°o
`r9�
o
SHEET C-409
SHEET NO.
— — —
L
°
°
C-405
0
o
L
0
N
U
C
0
U)
3
U)
a
C
CL
m
0
U)
0
U)
m
co
Q
�a
5O
o�
C7
CLz
�O
o
m
0
o
mN
a o
(7 �
c') N
z
Op
Q
axi
� o
o
0
0 0
CL
a�
N m
N
U �
N O
(D N
(6 0
N o
a�
E -0
U �
O
N �
U
N 2
N
� U
U i
cU 'o
N o
� U
m
-a -2
a) 0
U

0
0
Q
L0
Lp
0
a
0
0
L
�a
00
-0()f
2CL
0
z
�0
o�
�o
0-o
0=
ZN
0�
2 Q
x
� o
o
0
0 0
Q
o
Q
U O
N O
4% U
4
G
SHEET C-402
t��e�f lrlrr�l
°
s
MATCHLINE
D�SSp;U:Z,9
J
'+� SE
`r 1�
COy.��C.:�
N
s
REFRIGERATED
5 °
WAREHOUSE
REFRIGERATED
(8677632 SF)
WAREHOUSE
mE
o
74.45'ul
N
....................
............................
(8677632 SF)
� E vi
z
°
FREEZER
w o
i a--- O
Lu
Lu
6
~ � i C=7
a a � �
O
U
om Ivo 0
�LL(Dr _
Lu
....................
COOLER
ao o �
IX M � Biu
z
O
>
Lu
a
(7 m
f
zzv'u
U
O
30' WIDE SWING
GATE W/ KNOX BOX
� W �' X Q
Q W ami z
L O
U)
0
U
C-6
R30'
���� cn
a� �
_ -y o >
z
O
~ `° M
� � O
w
O
U
M
a
p
N M
� J
W
�
O
LL
. •
0
................................................
............................
RECEIVING
DOCK
D
C7
e
w
TRUCK DOCK
(TYP)
TRUCK DOCK
(TYP)
a
p
�
-
w
F7 F7 F7 F7 F7 F7 T7 F7 F7 F7 F7 F7 F7 F7 F7 F7 F7 F7 F7 F7 F7 F7 F7 F7 F7
F7 F7 F7 F7 F7
F7 F7 F7 F7 F7, F7 F7 F7 F7 F7 F7 F7 F7 F7 F7
F7 F7 F7 F7 F7 F7 F7 F7
F7 F7
F7 F7
F7 F7
1 •
: a
s
a
a }
1
e + a'a + e. a a -•- • a
1
-: a • a •
1 .
a ° • + tl °. a
e
t
.
•.
: a a. •{. i -+ e-
,
e • -:
1
: 1 +. a ,. • :-
1
a.- _ ",
i
:
e
.-
i
1 a
0
o
+ a <} + a + e + -e' e :
a
e _. -• a e -a e 1
1
a
a
1
_e e.. -.;."
+ 60 +
e. a 1 e: . . •
a
'e - ¢
a
s
.
a
: - a
: • 1
: :. a • S
< e e + a + • e
a
1
a
1
y
< e.. < : a e. a a.
. . .
• .-. .:
e. .
a e e:
1 . e
a e e
1.
:.•
a
'e e-
:. 1 •
e
•.. +1
w
p
f 1
e- a .. a •. + :1
1 + 1
1 a
a < : . < . < •. ee
a
a S
e e :- -• .- :
: +. :. a -aa e • S -• +
1
a : a
e S 1
• a : e 4
-
a -:
e. a ..
'c a
: e °
a
a
S . .- -1 . + _ : .
;: •-. a
1 a-
-e + •- : , e e e
° :
• • • a
a"
a e -•
a
,
e: z
p. :
1
.
a
::
a •
..
1
-;
+
co
DATE
e a
yl
1- a a-
-. e :
-: a °e- 1. . a. e
• 1
° 1 •
-
0612612019
DRAWN BY
f TYP
SEE ELECTRICAL DRAWINGS BY OTHERS
FOR DETAILED ELECTRICAL LAYOUT
J. MOORE
(TYP) )
DESIGNED BY
J. MOORE
75' GENERATOR
BOLLARDS SPACED
-5' O.C. TYP TYP
f )
52:61 PRIVACY. SCREENING/ 51.71
•
•
10 CONCRETE
1 2 TYP
f
TRANSFORMER
TYP
f )
SECURITY FENCE
1 700 SF SAFE DISPERSAL
,
10_ CONCRETE
800 SF SAFE DISPERSAL
AREA W SIGNAGE
E / G G E
•
CHECKED BY
DOLLY STRIP TYP
(TYP) 60 TYP
(TYP)
R5'
FUEL TANK
AREA W/.SIGNAGE
(340 INDIVIDUALS)
DOLLY STRIP TYP
(TYP)
460 INDIVIDUALS)
)
•
J. MATEY
R30' e, + • + • + °e
e.l a, a .• + • +
1
S a
-.. e. . :. . -•.+ -a •
3 a
e. a ebe a ea e e as
1
e - .
, ,. � O
ee a ea 0 a e:.b a s e:e as : •" a •+ e e e
1 1 ae
O . e . . e
1:
s
° ea ° 1 -
1 e a
. °.. a
e a•
e 1• + • 1
e
•
•
SCALE
0
e
ATS BUILDING SOUTH
(1,210 SF
G
1 = 40
T T
e
o
G
GI L
O O O O. O O O O O O O.
Lu
CL
z
Lu
60' 6 7
9
U
z
1
: •
•. a
a 1.
°.•. a •. :,: a e e t, +
s:.
-+
1
, e . a
1
: e :_-. a•
• <, ', e , a e e.
S -
e a ° a
:
,
-,. a a.
,
e e e•
:-
� e
O
..
s a
R30'.'
e..
: • ...
e
° ..
10' CONCRETE
R5'
DOLLY STRIP (TYP) )
12'
N
L.f)
W
O
rl
75'
Z
J
U
IT
F
I
U
M Q
W z
H
W
W
0
J
o
z
z
W
z
o
Q
v
a
J
LU
H o
U
I—I
z
Q
O
J
C)
W
z
r
v
Q
z
—3
J
O z
/ Q
/�
Q
J
wU
Lam•
Lu
LLI_
73
oc
p
cl)
U
o
LL
D
cD
�z
MATERIALS LEGEND
O
z
W
W
(= LIGHT DUTY ASPHALT
ce
HEAVY DUTY ASPHALT
v
c�
0
p
4ti
x
Z
° CONCRETE SIDEWALKS
,1
HEAVY DUTY CONCRETE
SCALE 1"=40'
UTILITY YARD GRAVEL
D
0
0 40'
80'
JOB NO.
MATCHLINE
42407
SHEET C-410
SHEET NO.
C-406
�a
00
-0()f
2CL
0
z
�0
o�
�o
0-o
0=
ZN
0�
2 Q
x
� o
o
0
0 0
Q
o
Q
U O
N O
4% U

0
m
Q
LO
Lp
O
0
0
0
L
N d
�0
o
CL
C7
z
00
o�
0
�U)
�N
ao
00�
c') N
z
02
c� a
G x
O
0
0
CL
0
Q
N m
U �
N O
t 0,
S
s
SHEET C-403
t���e�f lrlrr�l
•p
MATCHLINE
1
1
.
.` Spf1"k
f
bu,
do,
COy.���C.:1
N
REFRIGERATED
WAREHOUSE
SCOL;.••
a1
(8677632 SF)
.S
se
.
.1
1 �
e1
m
C)0
lzru
sa
N
Un
12' (TYP)
z E
z
Lu
12' (TYP)
z o
s
~UJ 9-- 3: =)U
QU
O
1
°)o O
in LL L
ul (D N
w
s
-
LL� H
QO—o
Z
>
s`
60"
a
80' 60'
80'
60'
60'
80'
O W M r� 0
Lu
af IX
O
w
DAIRY PRODUCT
STORAGE
(D m M =
(D
s
1
zrncn�� U
uO
$'
e.
a<
3: UJ �X Q
LulQi z
(n
w
U
0 Q
Q
o2S
r O}
w
U
Tx 17'0
CONCRETE
.
a
N M
�
PAD (TYP) 1
a e
j
� J
7.
1
1
W
00 H
LL
J
H
DOCK1°
w
TRUCK DOCK
(TYP)
1 ,
1 :s
10' CONCRETE
DOLLY STRIP (TYP)
o-
Lu
w
Un
a
° °
F7
F7 F7 F7 F7 F7 F7 F7 F7
F7 F7 F7 F7 F7 F7 F7 F7 F7 F7 F7
a
S
F7 F7 F7
F7 F7 F7
a
S
d
S 1
e
a
Lu
�/
L.L
a
S
1
1
1
s.
1
: e
s
1
a a
s
1
s
a
1
Lu
O
s a
s
3
s
s 1
s:
s
1
1.
1
S
1
.
O
a
s
s
a
e5
S
s a 1
: s
1
e
.,
1
a1"
a.
: -. a e.
a
3
1
, a a
a e.
1
i .;
",
R50P
.
R5
y..
a.
a
R5 TY
e
DATE
24 STOP BAR
06 26 2019
yl
dOlS
DRAWN BY
' TYP
5 TYP R20 (
w
Z
R40'
dOlS
R20 .
15'
IL 24" STOP
NC
"TYPE -T"
T 854.02
NCRETE
J. MOORE
75'
(n _
W
H
-----------
BAR
-----------------------
BARRIER.
----
DESIGNED BY
OO
z
FLEXIBLE TRAFFIC
247TOP
BAR
15' t--
•
DELINEATOR 12 ONJ.
-----------------------
MOORE
STRIPED ISLAND
0
CENTER TYP ---------------------------------------
•
CHECKED BY
TYP r 5 TYP 15 �
10' CONCRETE
•
DOLLY STRIP (TYP)
'
12(TYP)P60- TYP
R10
I
R55 0 0 0
0
0
0 0 0
0 0 0 0 0
0 0
•
J. MATEY
1 .
1
4 1
5
`1
d
1 ° 1.
a
8 1 a
S
0
I
•
SCALE
a S
a
S a
s
- R50
I o
I
— ,
®
I 0
I
o
0
0
0
0
I
0
I
12' TYP
0
Lu
I
0
0
I
0
0
z
I
20'
w
R55`
1
0
I
NCDOT 854.02
m
V
"TYPE-T°CONCRETE X
I BARRIER —
z
_
1 a _
1
S
a a s .
Z1
x
.
s s
: a- ,
10 CONCRETE
a
d
. s .'_
S
R5
R50
--1
NCD T STD 205 08
O 1
DIRECTIONAL ARROWS
0 0
NCDOT 854.02
�� ��
_
TYPE T CONCRETE
BARRIER
0 0 0 0 0
FLEXIBLE TRAFFIC
X E
20 DELINEATOR 12 ON
(
CENTER TYP
0
N
O
TYP
DOLLY STRIP (TYP)
Ln
24 STOP BAR
24 STOP BAR —\
20
rl
0
W
Z
U
Q
MM z
2
75
STOP
O
R50
S TOP
W
F—
W
U
R50'
0
J
0
z
-w
aQcz
Q
EDGE OF PAVEMENT
Lu
a
U
J
2
R1o'
s
LJ
z
LJ
LU
H O
z
00
C)
U
Q z
O
R50'J
s
J
`}
a
eH�
J
O
U
Lu
10' CONCRETE
a
O
DOLLY STRIP (TYP)
1
y"
O O
H�
S ° _
J
V
Z RETURN
=
CD
0 CENTER
1 ;" (60,122 SF)
,3
0
Lu
I" I
MATERIALS LEGEND
50' 50' 60'
50'
50'
60 '
S
z
"
W
LIGHT DUTY ASPHALT
HEAVY DUTY ASPHALT
1
1°
a.
00
1
s
CONCRETE SIDEWALKS
Z
I
I
u
HEAVY DUTY CONCRETE
1
I
I
e,
1
W
40m)
UTILITY YARD GRAVEL
SCALE 1"=40'
I
I
0 40' 80'
1
I
1
°
JOB NO.
MATCHLINE
I
I
1
42407
SHEET C-411
I
e 1 .
SHEET NO.
1 a
C-407
N d
�0
o
CL
C7
z
00
o�
0
�U)
�N
ao
00�
c') N
z
02
c� a
G x
O
0
0
CL
0
Q
N m
U �
N O
t 0,

0
0
Q
L0
Lp
0
rn
0
0
O
L-
0
N
Z)
U
C
0
U)
m
t
3
U)
a
C
CL
0
U)
°
0
m
(6
Q
O
O
SHEET C-404
\
p °
O
tt�+tfirrrrrl
�'+�� CARO'r�r,
.1
MATCHLINE
\
o
°
•
.
I \
°
.
p40T
IrhL•
o °
CO y.SYNCTION
O O O O O°
Ss
s
I
rrtrruit++t+
s
O
sa'
.
O O O O
p
°
m E
o
� o
s
I�60'I
I
1
s
20'
60'I
160'
I
,
1
0
°
z E Ci
6E ce
z
w
12' (TYP)
s
I
°
Lu
H O=
1
1
°
o
a LLJ C�
°
U
1
p
Lu oLL2o
=
w
1
0
LL
ao —o
z
Lu
>
80'
60'
60' 80'
s .
60
1
O
L M o L
>
O
LU
�
,
°
.0
(D CO
a
°
z z rq
o
DMUE FOLLOWS
I
1
0
< W W< z
W
w
U
s °
BACK OF CURB
I
8'cCHAIN LINK
S&CURITY FENCE
+ O
U
D
z
p
o6S
14'
I
_ ) o
10' CONCRETE
I
I
I
BARBED WIRE
°
� M
O
U
DOLLY STRIP (TYP)
a
75
I
L
1
1
°
O
O
N
��
w
a
D
�
o
�
1
Ip
IO
w
0 H
J
H
\
\
1
1
O p
°
D
s O
° O O O O
�
W
\
I
O
d
p
\\\ \
I
O
in
I \
O
>
�
R15'
1 R5'
R5'
I \ \\
1
I
°°
° p
O
rn
o
p
w
s°
°
Q
a
x s
. s ea
I \
O
rl
r•
t
l
I
I
O
0
R5',s.
R5'
1
0
DATE
R5,
,
1
o
R50' `'
R30'
a yb R3o'
R30'
s
I I I
I
o
°
06/26/2019
R15'
F�15° s � i .
s . . Rte©
,j�
R10'
I
o
DRAWN BY
dOlS � p
:, DMUE OVER AND 20'
a-.• I
,. o
IL UTCD R1-� I
as I
NC
T 854.02
j.
'� L/ 'aJ
"STAR"sSIGN '
tl ..,
AROUND WET POND
o
J. MOORE
"TYPE -T"
NCRETE
R20'
� s
o
----
BARRIER
-----
---------------------
• 1e
° � 24" STO -BAR
a '. s . 60'
3
'
.
I
/
I
o
DESIGNED BY
NCDOT STD 1205:08
DIRECTIONAL ARROWS
—
da
1'
a
se � a s
O
R79
,�
� /
I
o
O
•
•
J. MOORE
MUT.CD 1R1-1 as.
apa .j.
'
O
`i
'ST(1P''°SIGN
, R80'
/
I /
/
1
0
•
CHECKED BY
STRIPED ISLAND R5'
I /
i �
1
0
o
(TYP)
10' MEDIAN
4
L — /
1
` /
•
J. MATEY
LR260'
R5'
24' ONE-WAY TRUCK EXIT
R50"
- s
/
i
o
•
SCALE
��
'
/
/
1
0 /
•
1"=40'
R20
150 LF NCDOT
i
o
20
6' WALK
STANDARD GUARDRAIL
i
1
0
•
NCDOT 854.02 R50'
r — _
1
0
BARRIER CONCRETE
D ° a D
° ° a , ° o
I MATERIALS LEGEND
I
o
°°
LIGHT DUTY ASPHALT
I
1
Lu
24" STOP BAR
R5 R5' R5'
R5'—/I
1
0
p
5' (TYP)
20' ACCESS
9' (TYP) EASEMENT �
3' MAN GATE
I HEAVY DUTY ASPHALT
I
1
0
0
STOP
0'
R10' (TYP)
4Rl
�— —
1
I D 4D CONCRETE SIDEWALKS
1
1
°
°p
W
s HEAVY DUTY CONCRETE
l
R50'
w
I
\
l o o UTILITY YARD GRAVEL
�I
Q
z 1
o
°
O
FRAFFIC
(12' ON
.,� Q
\
°
R, TYP)
- - - -
- - - - -
12' (TYP)
- - - - - - - - - - -
W
- - - - - - - - -
; s
9' (TYP)
\
\
SCALE 1"=40'
I
1
o
L.fi
\
\
1
°°
\NOR
\
1
o
0
O OQ
a
°
\0� 40' 80'
I
0
�
U
a
24" STOP BAR
s'
\
p
z
�
I
o
j6'
WALK
I
6' WALK
\
\
\
I
°
O
z
~� O
z
LZ 8.5'—I-24'---�-18.5' 18.5'—+-24'--�-18.5' 18.5'---24'�-18.5' 18.5'—I— -24'---I-18.5' 18.5` -I— —24' --I-18.5' 18:5'—I--24' 18.
\
I
o
o
Q
Q
J
R50' I
\
w
u
LJ
LJ
s
I
I
,
\
0
LU
O
Z
D
C)
LLJ
z
I
I
(�
Q
O
U
=
s
s:
I
6' CHAIN LINK
SECURITY FENCE
°
J
W
uJ
Q
s I
g
I
(TYP)
°
o
Q
Z
O
Q
2
,a I 10' CONCRETE
o
z
O
U)
s
DOLLY STRIP (TYP)
9' (TYP)
o
I --I
U
�•
j I
, I
D
I
`
O
o
O
Lw
r
Q
O
s.
0
°
U
W
1..1..1 J
RETURN
I
a
=
�D
U
CENTER
s
3 3 3 3 3 3
a
R5' (TY P 3 3 3 3
\
0
p
z
(60,122 SF)
I
0
O
UJ
3
s 60`' 47.31' 42'
D7. BEGIN FULL
60 CURB HEIGHT CURB HEIGHT
24'
R10' (TYP)
792 SF SAFE DISPERSAL I
AREA W/ SIGNAGE
D
o
0
z
ui
,a
I
8' 5' 8' 8' 5' 8' 8' 5' 8' 8' 8' 8' S, g.
1 R5.
(158 INDIVIDUALS) R5' R5' 1
a
p
R5'
�2r
°
zo
(D
.
♦ I 1
s. I
CURB TRANSITION a D A D
° a 6` W LK CURE TRANSITION S e S Do a
U P
\ z
°
\
I
°
5 ADA (2) ADA VAN
O (1) ADA
ADA RAMPS W/
/ °
°
°
° FLUSH CURB
PARKING ACCESSIBLE PARKING
DETECTABLE WARNING
3' MAN GATE
0 0
MECHANICAL SIGNS PARKING SIGNS SIGNS WHEEL STOP
EQUIPMENT
STRIP =
1,160 LF NCDOT
0
°
J
50' DISPATCH BUILDING (TYP)
STANDARD GUARDRAIL
\ 8'
sEC E c
0 O
I
5 570 S F
( )
R=250.00'
W/ BA E
o
I
,
D
NCDOT STD 1205.01
4" DOUBLE YELLOW
L=3880.41'
(TYP)
p
s:
115'
® D o a o 6' WALK °
a CENTERLINE (TYP) �
°
T=21.12'
0..... _ ...........
........ _ ................
^^
L.L
-13
I R10'
s
16.64' D
o °
C=42.10
\
s
d
R30'
10 40'
30'
IF
MATCHLINE
o
°
JOB NO.
42407
a
p
ADA RAMPS W/6'
DETECTABLE WARNING
WALK R5' R5'12,
SHEET C-412
,
\
SHEET NO.
C-408
,a
I
I \
s
I
STRIP
12
A
R15'z
I
0
N
Z)
U
C
0
U)
m
t
3
U)
a
C
CL
0
U)
°
0
m
(6
Q

0
0
Q
Lp
0
rn
0
a
0
0
L
_
O
O
O
I
.....»...
_ I
o\
o
o
SHEET C-405
153.70'
o �9ti
0
MATCHLINE
��,.•''�'eCAf?o'',.
DQ:
0 o
°
C Ory. V0
C.: � N
00
0
00
`•ssca��
..
00
O
0 9'L
°
°
0 y
o `
o
°
o
\
°
d
DWELLING
0
000
m E
0 o
O
O
°
°
p
�
N C
O
U)
°S
o
O
°
z E �
o E 0
Z
Lu
°
°O I
I
° R=400.00'
°
= o
~ -0
L=2711.36' a V C� =)U
�
O
0
0
o T=28.39'
A. . .. . . . ..........
m, o O
LL
LL (7 `j _
Lu
° I
O
0
00 ........»...
p C=56.63'
d O O
W O M N 0
apIS
Z
O
1-1
W
0
O
o
°
00
0
U' o w
z z V M U
a
U
O
of
I
°°
Z � x ¢
W�� z
U
oC-6
U
°Io
o
=
.
_
-y o >
O
z
o
I
° o o
F- L
O
1-1
O
U
S°
M }
N M
Lu
a
0
cif
O
O
p
0
J
w
H
0
J_
O
I O
I
O
o °
O O
I° O
°
0
0
Lu
a-
0
o
o
w
Ln
o
W
PIN#: 0119107
0
0
TANYA LEE HOBSON INGLE &
°
I
0
0
O�
TOMMYMICHAEL INGLE, JR°I
DB R 7800 PG 1435
0
O
Lu
ZONING: AG
USE: RESIDENTIAL
O
oI
ROAD HUMP
O
0
Q
0
0
S
(TYP)
°
o
O
0
I
o
0
DATE
o/
I
O
0
06/26/2019
0
DRAWN BY
/ O
o
d%
°
o
1. MOORE
`C8
o
p
°
•
•
DESIGNED BY
1. MOORE
o
•
CHECKED BY
b
o
I
PERMANENT UTILITY EASEMENT
10' OFF BACK OF CURB (TYP)
0
o
•
•
1. MATEY
SCALE
0 LL o
•
/o
I
MATERIALS LEGEND
0
•
•
1" = 40'
°
LIGHT DUTY ASPHALT^
°
I
8 CHAIN LINK
SECURITY FENCE
o
•
to
W/ BARBED WIRE
c„)
00
00
HEAVY DUTY ASPHALT
0
/o
cNii cn
q l
(TYP)
°
o
uj
Z
o 4ti CONCRETE SIDEWALKS
O
S
W
C
D
0
o
CURB LINE TO BE INSTALLED
R25'
IL
7
0
o
IN INITIAL PHASE
G
HEAVY DUTY CONCRETE
` o
0
m c l
n -n
1,370 LF
0
p
NCR
1 1 1
L.LJ
SCALE V=40'
UTILITY YARD GRAVEL
0
` 0
0
I
STANDARD GUARDRPoIL
IL
0
24' ASSOCIATE
U
0 40' 80'
D 0
\ I
o
ACCESS DRIVE
o
z °
o
\
'
R60'
>
U)
m
0
°
I
o
o
R--400.00
L=2711.36
T=400.00'
n
n
Ln
1 --i00
o
°
A . .
z
4
O O O
p
0
0
o
O
\ 0 0
\ °
I
\
0
o
o
O
o
\
\
C=565.69'
o
�
0
Z
I --I 0
z
°
O
0 0
o
°
o
°
�_
Z
�
°p
0
o
° I
'TYP)
20ZONEZ
°
0
o
O
\
\
6' CHAIN LINK
SECURITY FENCE
(
R25
z
Lu
(f)
�0Q
U
r ^
J
a
0
0
O
O °
\
0
BUFFER
°
\
LU
H� 0
O O O O
O 0 O p 0 0 0 0 0 0 0 0
S
O
°O
\
U
U
Q z
0
0
00000000
30'ZONE1
0
J
0 0 0 0
0 0 0 0 0 0 0 0
° 0 0
0
p
°
o
BUFFER
°O
0
p
\ NCDOT 4' DOUB LEYELLOW 1205.01
CENTERLINE (TYP)
z
I --I
O
0
Q
0 0
°° O 0
0
o S I
\
DMUE FOLLOWS
BACK OF CURB
J
0�/
LL
U
0
O
w
H
— — —
_
0
0 0
SSWR MANH
O o RIM: 651.60
0
0
°
\
U
0
M –1
W
V 1
— —
O INV IN (N): 639.49
0
— _
— — — 0 INV OUT (S): 639.39 ° I \ o
—
_
%1 (0
—
o
— _ _
o
N�2
v
0
0
0
0
o
O
°
o I
0
0
I
//
/
0
0
O
8' CHAIN LINK
SECURITY FENCE
z
w
0
0
0
\
0
W/ BARBED WIRE
w
0
p°
0
0
0
0
°
0 0
0
0
°
0
0
°
0
I
0
° SS MANHOLE
S
//
0
0
0
°
o
(TYP)
.
/
\
V
0
0
° p
o o
0 0
° 0 0
0 RIM. 646.40
0 /NV l�l (N): 63792
\
0°
.O
p °
o
o
\
X
° 0
°° O 0 0 0
° 0
0 o ° INV O T (S): 63782
0 0 0
0
O
0 0 0
0 0 0 0 ° 0 0 0 0 0 0 0
0 0
PIN#: 0119114
ANDREA GAIL WILLIAMS
--
N
yz
0
0
°
o
o
°
0
/
°
DB R 7195 PG 2735
° 0 0 ZONING:
oUgE: RESIDENTIAL o
---
o
0° o
\
°00
0
DMUE
AROUND
0
OVER AND
WE POND
20'
_-------------------
--
0 0
° o 0
0
0 0
o\o
O
°
o
0
3' MAN GATE
0 0
o° p
0
O°
°
° 0
0
0
I 0 0 0 \ p
0 0
p
0
0
o
°
0 0
° °
o °
° °
I
JOB NO.
42407
° O
° 0 0
O O°
0 0
O
0
0
0
O O
° °
I
SHEET NO.
0o
z o
0
°
° O
°
p L
°
0
0
O O
—
C-409
0
0
0
O O
�a
00
-0()f
0 0
U)
00
0
m
0
� o
mN
a o
C7 �
z N
z
0�D
Q
x
� o
o
0
0 0
CL =
Q0
U O
N O
L j

O
m
Q
Lo
Lp
0
0
0
L
�a
50
2-0 ()f
°z
00
o�
0-o
0=
U
z N
O
Q
x
� o
o
0
0 0
CL =
3
Q
cn m
U O
o
SHEET C-406
t��e�f lrlrr•1
A
MATCHLINE
96,E
D,:o���BO,(UyD;
45TE
J
-`
`r 1�
CO y. TR.bC.T-
N
m E
O 0
lzr u
N C
U O
z E
Cn
Z
0�
Lu o E 0O
w
H -0
a '+' C 3: =)
0
U
Uo
~o
Lu LL rj _
Lu
LL
a0—o
Lu O I'D N 0
z
O
>
w
I'D Lu
ao a� >
�° w
a
(7 m }
z Z cn U
u
O
w+ X Q
< � � � z
+� O
V)
0
U
c
U)
_ -y o >
z
O
Z
"D M
O
O
U
rr�j }
w
0
N M
J
�
W
00 H
LL
J
H
Lu
a-
0 0
Lu
—
w
rn
C)
Lu
N
Q
0
i
00
O
DATE
06/26/2019
MATERIALS LEGEND
DRAWN BY
LIGHT DUTY ASPHALT
1. MOORE
HEAVY DUTY ASPHALT
•
DESIGNED BY
0
•
1. MOORE
4a CONCRETE SIDEWALKS
4
0
<
•
CHECKED BY
z
s HEAVY DUTY CONCRETE
•
1. MATEY
• •
SCALE
UTILITY YARD GRAVEL
SCALE 1"=40'
•
1"=40'
0
NOR
40' 80'
W
I ---
z
Lu
U
z
O
D
m
0
rn
z
n
C7
U
r
m
U
z
LLJz
w
Q
O
H O
z
a
CURB LINE TO BE INSTALLED
w
U
a
IN INITIAL PHASE
LU
H o
Uz
0
Q
J
�a
a
0
J
ov
W
O
o
�
0o�
W
0
0 0 0 0 0 0
0 0 0 0 0
0 0 0 0 0 0 0 0 0
0 0
0 0 0
0 0 0
0 0 0
0
m LL
0U
2
D
cD
z
2990.29
ROAD HUMP
1,575 LF NCDOT
DMUE OVER AND 20'
20'ACCESS
EASEMENT
NCDOT STD 1205.01
O
z
0
W
(TYP)
STANDARD GUARDRAIL PERMANENT UTILITY EASEMENT
10' OFF BACK OF CURB (TYP)
AROUND WET POND
4" DOUBLE
L (TYPW R=500.00'
NE LT473.91'
/
/
50' TYPE -A" BUFFER
A• • • •• • "...........
( n
/
\ ... ..0=99.32,.. ..........
v
/
25' BUILDING SETBACK—tx-
X
I
8' CHAIN LINK
PERMANENT UTILITY EASEMENT
OFF BACK OF CURB (TYP WIDTH VARIES)
BIRCH CREEK
• • • •• •"• •• • • • • • • • • •
\
12E.15'
I 20' ACCESS
��
J
— — — — —
— — — — — — — — — — — — — — — — — — — —
— — — — — — — — — — — — — — — — — —
— — — — — — — — — — — — — — — — — — — —
I I
I
I
SECURITY FENCE
W/BARBED WIRE
TYP
TERMINUS (DESIGN BY NCDOT)
—�
EASEMENT.
R30'
J
—
— — —
DMUE FOLLOWS—
I I
I I
I PROPERTY LINE
JOB NO.
I
42407
I I
\_
R30'
SHEET NO.
I I 24' WIDE, 6' TALL CHAIN
I
I I
LINK SLIDING GATE
C-410
I
W/ KNOX BOX
�a
50
2-0 ()f
°z
00
o�
0-o
0=
U
z N
O
Q
x
� o
o
0
0 0
CL =
3
Q
cn m
U O
o

L-
SHEET C-407
I
I
1
I
I
I
I
1
1i
t�,,e,f lrlrr•1
,
,D�
MATCHLINEI
I
-
I
ti S
r • 0�
4).••IkA
. 9D
OT
1
as
C
C.:�N
,
Soo
I
.a
RETURN
rr�
I
1 s
CENTER
j
(60,122 SF)
R30'
\
\
m E
C) o
I
U)
�\
R150'
U O U
z E
LuZ
Lu
I
R100' ��
H _ =
ILLJ C7
O
U
10' CONCRETE
a
\�
R30'
C , o
DOLLY STRIP (TYP)
LL C7 =
w
R50' ��
10' BUILDING
OVERHANG
6'
a O — o
w� O r1°i
Z
0
>
Lu
44.66'
oLU
- >
I
S
\
zcn�r� U
C7
O
I 6
I \ 1
x
Q UJ ai <
W
U
_
\
z
Q O
Q
C-6
I
R5'
LnC7
_ _y o >
Z
0
Z
TRUCK WASH
� N ce
g � O
U-)
>
D
O
2,000 SF SAFE DISPERSAL
6
Lu
L
Q
AREA W/ SIGNAGE
I
J
N M
d'
(400 INDIVIDUALS)I
w
O
I
_
00
J_
D
_I
DRIVE-IN DOOR
w
I (TYP)
_
a
I
_ J
x
0
I
I12' (NP)
�
I
—
U)
w
I FLEET MAINTENANCE
I BUILDING
—J
=
Lu
Q
0
m
MECHANICAL
_
00Q
o
EQUIPMENT
r
C7
DATE
I
m
I
I
N
_I
I
06/26/2019
1
DRAWN BY
J
J. MOORE
50'- 50'
100'
68.62'
12129'
DESIGNED BY
I 1
•
I
_I
1
I
J
•
J. MOORE
•
CHECKED BY
I TRUCK & TRAILER
I
1
J
•
J. MATEY
PARKING SPACES
1
Ix
•
SCALE
I
I'
�
•
1"=40'
'
I �
d
I 1
I
I
I
w
_
MATERIALS LEGEND
CL
LIGHT DUTY ASPHALT
I
�
R5'
HEAVY DUTY ASPHALT
I
I
z
4o CONCRETE SIDEWALKS
o
R10'
O
STRIPED ISLAND
�
Q
HEAVY DUTY CONCRETE
(TYP)
N
��
z
0
C)
z
SCALE 1 -40
0 o UTILITY YARD GRAVEL
100.34'
U
�
U
90'
�
U
M Q
w
0 40'
80'
W
LLI
0
~� 0
z
(2)35' WIDE, 6' TALL CHAIN
LINK SLIDING
z
Q
CURB LINE TO BE INSTALLED
IN INITIAL PHASE
GATES
W/ KNOX BOX
10' CONCRETE
DOLLY STRIP (TYP)
r12 (TYP)
L
Q
=
a
R51
I--�-i
1
F 11
z
%�
V
5
a
1
1
U
z
Q
O
s
�
J
a
Q
z
Q
z
O 0
J
~
J
ce U
W
0
oc
0
0
o
Um
LL
L
—
— —
R10' R10'
D
� 16.75'
\
i R50'
I /
20'ACCESS
0
z
0
V
z
W
W
R40'
' f
ROAD HUMP6'CHAIN LINK
(TYP) FENCE
EASEMENT
NCDOT STD 1205.01
4" DOUBLE YELLO
CENTERLINE
ce
(TYP)SECURITY
(TYP)
R-100.00'
L=473.50'
T=104.30'
\
..............•.•.. ........
8' CHAIN LINK
C=144.36'
�/
20' ACCESS
EASEMENT
.
O
SECURITY FENCE
W/ BARBED WIRE
(TYP)
—^�
./Z
BUFFER
69.90' •
—
24' EMERGENCY
ACCESS DRIVE
30' ZONE 1
8' CHAIN LINK
BUFFER
JOB NO.
42407
SECURITY FENCE
W/ BARBED WIRE
SHEET NO.
(TYP) \
—%
_
C-411
50"'TYPE-A" BUFFER
�
L-

0
m
Q
Lp
0
rn
0
0
0
L
O
C
N
U
C
0
U)
m
t
3
U)
a
C
CL
m
0
U)
a�
0
m
t
m
C
Q
�a
50
o()f
CD
CLW
00
o
m
0
o
U)
c:
a o
C7 �
c') N
z
O 2
CL
axi
o
0
0 0
CL
o
Q
U
U �
N O
O U
t �
a� N
m 0
� O
E
U �
O
m
U
N 2
U)
.o
U
co 'o
N o
� U
(6
Q O
U) N
'
S
40'
0
s,
R30'
7U
30'
SHEET C-408
°
s ADA RAMPS W/R5'
DETECTABLE WARNING 6' WALK
R5'
2, MATC H L I N E
D��SSp
O
l�9
�.'
F .R J_
sa STRIP
12'
R15`
_
3' WIDE MAN
SEE ELECTRICAL DRAWINGS BY OTHERS
\
I
CO y.���C.TID
N
e GATE
FOR DETAILED ELECTRICAL LAYOUT
\
\
\ 0
°
:,�? G..
`
q
(TYP)
R10'
R10
R10' =
I \ \
0
o
S ...
�<< SQ
�'•
RETURN
ADA RAMP W/ I
DETECTABLE R30'
�
o
\
I \
0
\
►"'ri,i„``,�
CENTER
D
WARNING I U WALK
STRIP
T
R5'
R5'
R5'
\
I \
0
°
o
(60,122 SF)
I
R=250.00'
I
\ 0
I
RANSRMER
TFO8'
(TYP)
L=3880.41'
T=21.12
I >
0
o f
G
A. ................
. _ ................
/
I
\ o
0
� o
N 'i
(n
GENERATOR (TYP)
C=42.10'
v II
I / /
°
\ \
U 0
z E ce
p
w
R10'
R30'
— —
/
\ ° \
w +� O
LLJc � (D
I
PRIVACY
SECURITY FENCE
/
/
\ 00
\
in
p ,V.i 6 o 0
LL CD
w
10' BUILDING
OVERHANG 6'
12 (TYP)
o
\ o
\ o \ .
\
� � =
Q O— o
w O .11°i � w p
Z>
0
a
w
Lu
— —------/
I F
o /
CD m�� w
I
I
I
\ �O
zZ Sin =
� W X QL0
U
O
U
r
—
I
I
\ O
\
�� aiL ZO
007�
w
z
CZ
TRUCK r
WASH L
I
I 10' CONCRETE
I
I
\o
\ o °
�, ,� �
_ )o >
}
z
—
DOLLY STRIP (TYP)
o
`°� 0
�� O
>U
Lu
O°
°
Io
M >_
a
o
N� M
w
ck�
O
LL
F__10
O
H
J
I
O
.0
L—
DRIVE-IN DOOR
I
I
0
°
/ 0
Lu
o
F
L —
I 12 (TYP)
i
I
/�
// °
L0
>°
w
ck�
o
°°�
Lu
wL
z
FLEET
/
o
U
W
=
Q
MAINT.
BUILDING
SF)
MECHANICAL
EQUIPMENT I
I
/ 00
/ O
/ O�
0
DATE
=
(27,757
I
°
U)I
10
m
v
/
/
06/26/2019
F —
j
100' 42'
3
60
/
I /
0
/ o . o
DRAWN BY
/
/
O°
0 0 0
J. MOORE
a
/
/
0 0 0/ \
o
°
DESIGNED BY
J. MOORE
CHECKED BY
J. MATEY
I 0
0 DMUE OVER AND 20
/ 0 / AROUND WET PON
°
•
•
SZ
'I
FUELING BAY I
20' ACCESS
EASEMENT
I /
I
I
0
0
o/
o
• •
•
SCALE
1” = 40'
S.
S
8 °
I
I
12' (TYP)
24' ASSOCIATE
ACCESS DRIVE
///�
I
I
°/
1
S
/
3 S
0/
•
w
S
I
I
°°°
°°
0 /o
L
s
I 3
I
30'�I�44'I�30'
—30' 44'
30'�I�44'30'
\ I
I
00
0 \�
°
°0 °
W
( ,
FUEL DELIVERY
I
®
/
\
°
I
°
I 0
o
O
PAD
R10'
i
o
o
L
100.34'
R20'
© R5' ©
R10'
R5'
R5'
R10'
8' CHAIN LIN
SECURITY FEN \
'W/ BARBED WIR
I °(TYP)
0
�
U
M Q
W z
_j
R5'
12' (TYP) 10' CONCRETE
DOLLY STRIP (TYP)
22'
R150') _
22'
R10'
44' STRIPED ISLAND
(TYP)
\
\
0
o \
o o
\
w
U
Q
J
D TI
R10'
,
R10
_
R1 R10'
z
U
H o
0
r
�
J
>_
D
L20'ACCESS
& CHAIN LINK
SECURITY FENCE
(TYP)
NCDOT STD 1205.01
4" DOUBLE YELLOW
CENTERLINE (TYP)
R=150.00'
L=3880.41'
T=150.00'
A . . . .. . . . ...........
C=212.13'
°
\ . / °
0 0
\ 0
0
✓ o
0 o
o
0
0
O
o
o
°
\ \
\
Q
z
I--1
J
O
Q
U
_
O\
z
z
O 0
U
O O
LL
(D
UJ
J
W
°
w
EASEMENT
ROAD HUMP
(TYP)
1,160 LF NCDOT
STANDARD GUARDRAIL
0
0
0
20'ZONE2
ce
0
MATERIALS LEGEND
LIGHT DUTY ASPHALT
o
0
o 0
0 ° °
O \
BUFFER
\
30'ZONE 1
BUFFER
( e
v
X
HEAVY DUTY ASPHALT
O
0
O
\
8' CHAIN LINK
SECURITY FENCE
D 4D CONCRETE SIDEWALKS
s ;.
o
0 00
° 0
—
^^
W/ BARBED WIRE
_
HEAVY DUTY CONCRETE
0 Q
0 z
JOB NO.
(TYP)
UTILITY YARD GRAVEL
0
O
SCALE V=40'
42407
mmmmq° 0 I
SHEET NO.
0 °40' 80'
C-412
00
O
C
N
U
C
0
U)
m
t
3
U)
a
C
CL
m
0
U)
a�
0
m
t
m
C
Q
�a
50
o()f
CD
CLW
00
o
m
0
o
U)
c:
a o
C7 �
c') N
z
O 2
CL
axi
o
0
0 0
CL
o
Q
U
U �
N O
O U
t �
a� N
m 0
� O
E
U �
O
m
U
N 2
U)
.o
U
co 'o
N o
� U
(6
Q O
U) N

00
0
0
m
Q
Ln
0
0
a
6
0
0_0LD
a
4" S-9.513 ASPHALT
NOTE: SURFACE COURSE
1. CABC STONE BASE COURSE TO BE 4" I-19.013 ASPHALT
COMPACTED TO 100% OF ITS INTERMEDIATE COURSE
STANDARD PROCTOR MAXIMUM DRY
DENSITY.
17" NCDOT CABC STONE
(TYPE I OR TYPE II)
DENOTES HEAVY DUTY ASPHALT PAVEMENT ON PLANS
HEAVY DUTY PAVEMENT
COMPACTED SUBGRADE
(CUT AREAS: UPPER 12" COMPACTED T
98% OF ITS STANDARD PROCTOR
MAXIMUM DRY DENSITY
FILL AREAS COMPACTED TO 95% OF ITS
STANDARD PROCTOR MAXIMUM DRY
DENSITY)
NO SCALE
PAVEMENT SECTIONS RECOMMENDED ARE BASED ON THE GEOTECH REPORT PREPARED BY TERRACON DATED 7/12/2019
NOTES:
1. CABC STONE BASE COURSE TO
BE COMPACTED TO 100% OF ITS
STANDARD PROCTOR MAXIMUM
DRY DENSITY. 4e 8" PORTLAND CEMENT
CONCRETE (4,000 PSI)
12" NCDOT CABC STONE
(TYPE I OR TYPE 11)
COMPACTED SUBGRADE
COMPACTED TO 100% OF ITS
STANDARD PROCTOR MAXIMUM
DENOTES REINFORCED CONCRETE PAVEMENT ON PLANS DRY DENSITY.
HEAVY DUTY CONCRETE PAVEMENT
NO SCALE
PAVEMENT SECTIONS RECOMMENDED ARE BASED ON THE GEOTECH REPORT PREPARED BY TERRACON DATED 7/12/2019
NOTES:
1. CABC STONE BASE COURSE TO
BE COMPACTED TO 100% OF ITS
STANDARD PROCTOR MAXIMUM
DRY DENSITY.
6" #57 STONE
�/%/>///,\/ COMPACTED SUBGRADE
COMPACTED TO 100% OF ITS
STANDARD PROCTOR MAXIMUM
DENOTES MECHANICAL YARD GRAVEL ON PLANS DRY DENSITY.
MECHANICAL YARD GRAVEL
NO SCALE
NOTE
HANDICAP SPACES FOR PHYSICALLY HANDICAPPED PERSONS SHALL BE IDENTIFIED
BY ABOVE -GRADE SIGNS STATING "RESERVED PARKING". PROVIDE ONE R7-8 SIGN AT
EACH HANDICAP PARKING, AS INDICATED ON THE SITE PLAN, ON EITHER A FACING
WALL OR ON A 1-1 /2" DIAMETER, STEEL POST, PAINTED BLACK, AND SET IN A 12"
CONCRETE FOOTING, AS SHOWN ABOVE. THE SIGN WILL BE ALUMINUM (PAINTED
WHITE), WITH GREEN LETTERS AND INTERNATIONAL WHEELCHAIR SYMBOL. THE
BOTTOM OF THE SIGN SHALL BE FIVE FEET ABOVE GRADE. TYPICAL ACCESSIBLE
SIGNS SHALL CONFORM TO THE SOUTH CAROLINA ACCESSIBILITY CODE.
6" CONCRETE
CURB BEYOND
HANDICAP RAMP DETAIL (SECTION)
NO SCALE
PLATFORM MAX. 6" CONCRETE
%4" PER 1' SLOPE\ CURB
3" S-9.513 ASPHALT SURFACE COURSE
NOTE:
PLACED IN 2,1.5" LIFTS
1. CABC STONE BASE COURSE TO BE
22'
LU
COMPACTED TO 100% OF ITS
RAMP
EDGE OF PAVEMENT
RAMP
STANDARD PROCTOR MAXIMUM DRY
AT VAN PARKINGRESERVED
H J
DENSITY.
3'
6" NCDOT CABC STONE
SPACE
W
a
(TYPE I OR TYPE II)
12:1 MAX SLOPE
COMPACTED SUBGRADE
..............
(CUT AREAS: UPPER 12" COMPACTED TO
DENOTES LIGHT DUTY ASPHALT PAVEMENT ON PLANS
98% OF ITS STANDARD PROCTOR
...........
MAXIMUM DRY DENSITY
FILL AREAS COMPACTED TO 95% OF ITS
LIGHT DUTY PAVEMENT
STANDARD PROCTOR MAXIMUM DRY
NO SCALE
DENSITY)
PAVEMENT SECTIONS RECOMMENDED ARE BASED ON THE GEOTECH REPORT PREPARED
BY TERRACON DATED 7/12/2019
4" S-9.513 ASPHALT
NOTE: SURFACE COURSE
1. CABC STONE BASE COURSE TO BE 4" I-19.013 ASPHALT
COMPACTED TO 100% OF ITS INTERMEDIATE COURSE
STANDARD PROCTOR MAXIMUM DRY
DENSITY.
17" NCDOT CABC STONE
(TYPE I OR TYPE II)
DENOTES HEAVY DUTY ASPHALT PAVEMENT ON PLANS
HEAVY DUTY PAVEMENT
COMPACTED SUBGRADE
(CUT AREAS: UPPER 12" COMPACTED T
98% OF ITS STANDARD PROCTOR
MAXIMUM DRY DENSITY
FILL AREAS COMPACTED TO 95% OF ITS
STANDARD PROCTOR MAXIMUM DRY
DENSITY)
NO SCALE
PAVEMENT SECTIONS RECOMMENDED ARE BASED ON THE GEOTECH REPORT PREPARED BY TERRACON DATED 7/12/2019
NOTES:
1. CABC STONE BASE COURSE TO
BE COMPACTED TO 100% OF ITS
STANDARD PROCTOR MAXIMUM
DRY DENSITY. 4e 8" PORTLAND CEMENT
CONCRETE (4,000 PSI)
12" NCDOT CABC STONE
(TYPE I OR TYPE 11)
COMPACTED SUBGRADE
COMPACTED TO 100% OF ITS
STANDARD PROCTOR MAXIMUM
DENOTES REINFORCED CONCRETE PAVEMENT ON PLANS DRY DENSITY.
HEAVY DUTY CONCRETE PAVEMENT
NO SCALE
PAVEMENT SECTIONS RECOMMENDED ARE BASED ON THE GEOTECH REPORT PREPARED BY TERRACON DATED 7/12/2019
NOTES:
1. CABC STONE BASE COURSE TO
BE COMPACTED TO 100% OF ITS
STANDARD PROCTOR MAXIMUM
DRY DENSITY.
6" #57 STONE
�/%/>///,\/ COMPACTED SUBGRADE
COMPACTED TO 100% OF ITS
STANDARD PROCTOR MAXIMUM
DENOTES MECHANICAL YARD GRAVEL ON PLANS DRY DENSITY.
MECHANICAL YARD GRAVEL
NO SCALE
NOTE
HANDICAP SPACES FOR PHYSICALLY HANDICAPPED PERSONS SHALL BE IDENTIFIED
BY ABOVE -GRADE SIGNS STATING "RESERVED PARKING". PROVIDE ONE R7-8 SIGN AT
EACH HANDICAP PARKING, AS INDICATED ON THE SITE PLAN, ON EITHER A FACING
WALL OR ON A 1-1 /2" DIAMETER, STEEL POST, PAINTED BLACK, AND SET IN A 12"
CONCRETE FOOTING, AS SHOWN ABOVE. THE SIGN WILL BE ALUMINUM (PAINTED
WHITE), WITH GREEN LETTERS AND INTERNATIONAL WHEELCHAIR SYMBOL. THE
BOTTOM OF THE SIGN SHALL BE FIVE FEET ABOVE GRADE. TYPICAL ACCESSIBLE
SIGNS SHALL CONFORM TO THE SOUTH CAROLINA ACCESSIBILITY CODE.
6" CONCRETE
CURB BEYOND
HANDICAP RAMP DETAIL (SECTION)
NO SCALE
PLATFORM MAX. 6" CONCRETE
%4" PER 1' SLOPE\ CURB
DETECTABLE
WARNING DOMES
WHEN CROSSING
TRAVELLANES
HANDICAP RAMP DETAIL (PLAN)
NO SCALE
6" CONCRETE
CURB
TYPICAL PAVEMENT MARKINGS
O D 30" ST
VAN
9„
22'
LU
0 Q
RAMP
EDGE OF PAVEMENT
RAMP
AT VAN PARKINGRESERVED
H J
IIIII IIIIIIIIIIIIIIII
IIIIIIIIIII IIIIIIIIIIII
1III—III III—III)
III III
3'
IIII��III�IIIIII��III
STOP SIGN
SPACE
W
a
a
12:1 MAX SLOPE
— —
12:1 MAX SLOPE
— —
o 0 0 0 0 0 0
""a
Fuk
18„
SIGN R7-8
00 0 00 &.4
_ _ _
r�
12"
REFER TO PLAN
REFER TO PLAN
REFER TO PLAN
DETECTABLE
WARNING DOMES
WHEN CROSSING
TRAVELLANES
HANDICAP RAMP DETAIL (PLAN)
NO SCALE
6" CONCRETE
CURB
R7-8
I
of SIGN FACE TO BE
ATTACHED TO POST W/
GALVANIZED CARRIAGE
BOLTS
SLOPE
/OF CONCRETE FOOTING
1
12
DIA.
HANDICAP PARKING SIGN
NO SCALE
BASE DIAMETER
0.45"R TO 0.70'R
TOP DIAMETER OF NO LESS
THAN 50% TO NO MORE THAN
65% OF THE BASE DIAMETER
0000000000000
2'LENGTH 0000000000000
0000000000000
0000000000000
O O O O O O O O O O O O O
VARIES —
1.6" TO 2.4"
0.65" MIN -
0. 9"
IN0.9" TO 1.4" — T
0.20"
2"
PRECAST CLASS A
CONCRETE OR PAVER
1. DETECTABLE WARNING DOMES SHALL
COVER 2' LENGTH AND FULL WIDTH OF THE
RAMP FLOOR AS SHOWN ON THE DETAILS.
2. OBTAIN 70% CONTRAST VISIBILITY WITH
ADJOINING SURFACE, EITHER LIGHT ON DARK,
OR DARK ON LIGHT SEQUENCE COVERING
THE ENTIRE RAMP
DETECTABLE WARNING DOMES
NO SCALE
ADA HANDICAP
PARKING SIGN
(TYP)
n
4' BOLLARD DETAIL
NO SCALE
ONCRETE
z
LVANIZED
HCONCRETE
ONCRETE
R
qG
7-1/2" 6-0" LENGTH
5 a
ANCHOR WITH 5/8" REBAR
IMBEDDED 24" IN GROUND
(2 PER WHEEL STOP)
PRECAST BUMPER BLOCK (WHEEL STOP)
NO SCALE
�-9' ►I 8' 8' ►� 8'�
PMP
HANDICAP PARKING DETAIL
NO SCALE
�\O�NS MSN �p,N
s�
Ox�
o
0
00000
0000000
000000000000
o„o„o„o„o�
DETECTABLE
WARNING DOMES
HANDICAP RAMP DETAIL
NO SCALE
TYPICAL PAVEMENT MARKINGS
O D 30" ST
VAN
9„
22'
7'
ACCESSIBLE
EDGE OF PAVEMENT
PLACED OVER SIGN
AT VAN PARKINGRESERVED
IIIII IIIIIIIIIIIIIIII
IIIIIIIIIII IIIIIIIIIIII
1III—III III—III)
III III
3'
IIII��III�IIIIII��III
STOP SIGN
SPACE
NO SCALE
OF TRAFFIC
—
— —
TRAVEL LANE — —
— —
PARKING
""a
Fuk
18„
SIGN R7-8
_ _ _
r�
12"
MAXIMUM
PENALTY
9"
$250
SIGN R7 -8D PLACED
UNDER SIGN
OF TRAFFIC
R7-8
I
of SIGN FACE TO BE
ATTACHED TO POST W/
GALVANIZED CARRIAGE
BOLTS
SLOPE
/OF CONCRETE FOOTING
1
12
DIA.
HANDICAP PARKING SIGN
NO SCALE
BASE DIAMETER
0.45"R TO 0.70'R
TOP DIAMETER OF NO LESS
THAN 50% TO NO MORE THAN
65% OF THE BASE DIAMETER
0000000000000
2'LENGTH 0000000000000
0000000000000
0000000000000
O O O O O O O O O O O O O
VARIES —
1.6" TO 2.4"
0.65" MIN -
0. 9"
IN0.9" TO 1.4" — T
0.20"
2"
PRECAST CLASS A
CONCRETE OR PAVER
1. DETECTABLE WARNING DOMES SHALL
COVER 2' LENGTH AND FULL WIDTH OF THE
RAMP FLOOR AS SHOWN ON THE DETAILS.
2. OBTAIN 70% CONTRAST VISIBILITY WITH
ADJOINING SURFACE, EITHER LIGHT ON DARK,
OR DARK ON LIGHT SEQUENCE COVERING
THE ENTIRE RAMP
DETECTABLE WARNING DOMES
NO SCALE
ADA HANDICAP
PARKING SIGN
(TYP)
n
4' BOLLARD DETAIL
NO SCALE
ONCRETE
z
LVANIZED
HCONCRETE
ONCRETE
R
qG
7-1/2" 6-0" LENGTH
5 a
ANCHOR WITH 5/8" REBAR
IMBEDDED 24" IN GROUND
(2 PER WHEEL STOP)
PRECAST BUMPER BLOCK (WHEEL STOP)
NO SCALE
�-9' ►I 8' 8' ►� 8'�
PMP
HANDICAP PARKING DETAIL
NO SCALE
�\O�NS MSN �p,N
s�
Ox�
o
0
00000
0000000
000000000000
o„o„o„o„o�
DETECTABLE
WARNING DOMES
HANDICAP RAMP DETAIL
NO SCALE
CD
E-
At
-e,-
4.
2 , -6*
CONCRETE CURB ND GU E
I - -
�, -
2'-0 „ CONCRETE CURB AND GUTTER
tr A�= '
MAX- SLOPE 112 "TFT
e� --
2 , _6 tt CONCRETE SPILL CURB AND GUTTER
�1I#3:1111111110a�T-M&NV1:1111III
*END RESURFACING I I DIRECTION OF TRAFFIC
LIMITS 15' PRIOR A A
TO EDGE OF HUMPI
15'* 15'*
e STREET -
_
CENTERLINE
DIRECTION OF TRAFFIC
1*END RESURFACING
E3 LIMITS 15' PRIOR
TO EDGE OF HUMP
15'1-4.019
PARABOLIC -�
VARIES 12"
1' MIN TAPER
2' MAX
Plan View
B
FLAT
5'
Section A -A
CURB I EXISTING PAVEMENT
Section 8----I3
3.5"-4,0"
.5"-4,0"
-PARABOLIC
TYPE SF9.5A ASPHALT
CONCRETE PER NCDOT
STD. SPECS (SECT. 610 2 620)
TACK COAT PER NCDOT
STD. SPECIFICATIONS.
(SECT. 605)
NOTES:
TYPE SF9.5A ASPHALT THE ASPHALT PLANT MIX SHALL
12" CONCRETE PER NCDOT BE COMPACTED TO A DENSITY
TAPER STD. SPECS (SECT. 610 ie 6210) OF AT LEAST 94%
Si40ULDER
(1° MIN) EXISTING PAVEMENT TACIT COAT PER NCDOT
STD. SPECIFICATIONS.
(SECT, 605)
Shoulder Detail For Streets
TYPICAL PAVEMENT MARKINGS
O D 30" ST
2" STEEL POST
22'
7'
ANTI -ROTATION
EDGE OF PAVEMENT
DEVICE
III —III IIIIII
III—III III IIIIIIII
IIIIIIII
IIIII IIIIIIIIIIIIIIII
IIIIIIIIIII IIIIIIIIIIII
1III—III III—III)
III III
3'
IIII��III�IIIIII��III
STOP SIGN
NO SCALE
OF TRAFFIC
—
— —
CD
E-
At
-e,-
4.
2 , -6*
CONCRETE CURB ND GU E
I - -
�, -
2'-0 „ CONCRETE CURB AND GUTTER
tr A�= '
MAX- SLOPE 112 "TFT
e� --
2 , _6 tt CONCRETE SPILL CURB AND GUTTER
�1I#3:1111111110a�T-M&NV1:1111III
*END RESURFACING I I DIRECTION OF TRAFFIC
LIMITS 15' PRIOR A A
TO EDGE OF HUMPI
15'* 15'*
e STREET -
_
CENTERLINE
DIRECTION OF TRAFFIC
1*END RESURFACING
E3 LIMITS 15' PRIOR
TO EDGE OF HUMP
15'1-4.019
PARABOLIC -�
VARIES 12"
1' MIN TAPER
2' MAX
Plan View
B
FLAT
5'
Section A -A
CURB I EXISTING PAVEMENT
Section 8----I3
3.5"-4,0"
.5"-4,0"
-PARABOLIC
TYPE SF9.5A ASPHALT
CONCRETE PER NCDOT
STD. SPECS (SECT. 610 2 620)
TACK COAT PER NCDOT
STD. SPECIFICATIONS.
(SECT. 605)
NOTES:
TYPE SF9.5A ASPHALT THE ASPHALT PLANT MIX SHALL
12" CONCRETE PER NCDOT BE COMPACTED TO A DENSITY
TAPER STD. SPECS (SECT. 610 ie 6210) OF AT LEAST 94%
Si40ULDER
(1° MIN) EXISTING PAVEMENT TACIT COAT PER NCDOT
STD. SPECIFICATIONS.
(SECT, 605)
Shoulder Detail For Streets
ROAD HUMP
NOT TO SCALE
1.IW u G
°Q
o\ Y4'" ° TOOLED CONTROL JOINT
° ° a EACH 5' MAX
a ° EXPANSION JOINT EACH 30' MAX.
WITH PREMOLDED EXPANSION FILLER
& SEALANT
3000 PSI CONC. WALK
CONCRETE
4"
d d
COMPACTED SUBGRADE 4" TYPE CABG STONE
DENOTES CONCRETE SIDEWALK ON PLANS
CONCRETE SIDEWALK
NO SCALE
t���e�f lrlr�tt
:o�ss �9
T 6R
CONSYNCTION
rn E
0 0
lzr 0
N C U7
U) z
z E 0� w
LU o E =O
H0 i =0
a W a 3: =)U
U
~o
LL = LU
ao—o z >
00 0
LU
ao �LD o a
C7 00 }' ,6 U
z Z Ln U U O
LU + x Q U) U
+� O
Ln U) z
_ y o > O z
~ `° � M O
1_� O w U
�M } a 0
N M cl�
J
LU LL
00 H J
D
C7
LU
a
0
w
w
rn
LU
o
(V
Q
0 00
00
0
DATE
06/26/2019
DRAWN BY
1. MOORE
• DESIGNED BY
• 1. MOORE
• CHECKED BY
• 1. MATEY
• • SCALE
• AS SHOWN
W
CL
z
W
U
z
0
Ln (�
IJP
a
U � z W
I --I 0
O 0
z � �
LU ��as
W
0 O
Q �z
z 00�
~ U D
OoO
� 0 0
0
U Q
W
cz
O W
W
V
uX
1�
J
JOB NO.
42407
SHEET NO.
C-413
0
U
>
0
0
0
2-
Z)
Q
0
0
0
0
0
0
0
m
Q
0
0
3
�a
-0o
-0f)f
cD
2 Z
00
�2i
0
>10
0 0
�o
O 0
U
z 0
0�
2i Q
;�x
H 0
o
0
0
Q
o .§
Q
7 N
U O
N O
TYPICAL PAVEMENT MARKINGS
22'
TRAVEL LANE
EDGE OF PAVEMENT
_
CENTERLINE
5TFil=ET
DIRECTION
CENTERLINE
OF TRAFFIC
—
— —
TRAVEL LANE — —
— —
""a
EDGE
OF PAVEMENT
_ _ _
r�
DIRECTION
OF TRAFFIC
12"
12" "SHITE MARKINGS
tri
�Inja1f
ROAD HUMP
NOT TO SCALE
1.IW u G
°Q
o\ Y4'" ° TOOLED CONTROL JOINT
° ° a EACH 5' MAX
a ° EXPANSION JOINT EACH 30' MAX.
WITH PREMOLDED EXPANSION FILLER
& SEALANT
3000 PSI CONC. WALK
CONCRETE
4"
d d
COMPACTED SUBGRADE 4" TYPE CABG STONE
DENOTES CONCRETE SIDEWALK ON PLANS
CONCRETE SIDEWALK
NO SCALE
t���e�f lrlr�tt
:o�ss �9
T 6R
CONSYNCTION
rn E
0 0
lzr 0
N C U7
U) z
z E 0� w
LU o E =O
H0 i =0
a W a 3: =)U
U
~o
LL = LU
ao—o z >
00 0
LU
ao �LD o a
C7 00 }' ,6 U
z Z Ln U U O
LU + x Q U) U
+� O
Ln U) z
_ y o > O z
~ `° � M O
1_� O w U
�M } a 0
N M cl�
J
LU LL
00 H J
D
C7
LU
a
0
w
w
rn
LU
o
(V
Q
0 00
00
0
DATE
06/26/2019
DRAWN BY
1. MOORE
• DESIGNED BY
• 1. MOORE
• CHECKED BY
• 1. MATEY
• • SCALE
• AS SHOWN
W
CL
z
W
U
z
0
Ln (�
IJP
a
U � z W
I --I 0
O 0
z � �
LU ��as
W
0 O
Q �z
z 00�
~ U D
OoO
� 0 0
0
U Q
W
cz
O W
W
V
uX
1�
J
JOB NO.
42407
SHEET NO.
C-413
0
U
>
0
0
0
2-
Z)
Q
0
0
0
0
0
0
0
m
Q
0
0
3
�a
-0o
-0f)f
cD
2 Z
00
�2i
0
>10
0 0
�o
O 0
U
z 0
0�
2i Q
;�x
H 0
o
0
0
Q
o .§
Q
7 N
U O
N O
TRAVEL LANE
_ _
_
CENTERLINE
5TFil=ET
CENTERLINE
—
— —
TRAVEL LANE — —
— —
CENTERLINE
EDGE
OF PAVEMENT
ROAD HUMP
NOT TO SCALE
1.IW u G
°Q
o\ Y4'" ° TOOLED CONTROL JOINT
° ° a EACH 5' MAX
a ° EXPANSION JOINT EACH 30' MAX.
WITH PREMOLDED EXPANSION FILLER
& SEALANT
3000 PSI CONC. WALK
CONCRETE
4"
d d
COMPACTED SUBGRADE 4" TYPE CABG STONE
DENOTES CONCRETE SIDEWALK ON PLANS
CONCRETE SIDEWALK
NO SCALE
t���e�f lrlr�tt
:o�ss �9
T 6R
CONSYNCTION
rn E
0 0
lzr 0
N C U7
U) z
z E 0� w
LU o E =O
H0 i =0
a W a 3: =)U
U
~o
LL = LU
ao—o z >
00 0
LU
ao �LD o a
C7 00 }' ,6 U
z Z Ln U U O
LU + x Q U) U
+� O
Ln U) z
_ y o > O z
~ `° � M O
1_� O w U
�M } a 0
N M cl�
J
LU LL
00 H J
D
C7
LU
a
0
w
w
rn
LU
o
(V
Q
0 00
00
0
DATE
06/26/2019
DRAWN BY
1. MOORE
• DESIGNED BY
• 1. MOORE
• CHECKED BY
• 1. MATEY
• • SCALE
• AS SHOWN
W
CL
z
W
U
z
0
Ln (�
IJP
a
U � z W
I --I 0
O 0
z � �
LU ��as
W
0 O
Q �z
z 00�
~ U D
OoO
� 0 0
0
U Q
W
cz
O W
W
V
uX
1�
J
JOB NO.
42407
SHEET NO.
C-413
0
U
>
0
0
0
2-
Z)
Q
0
0
0
0
0
0
0
m
Q
0
0
3
�a
-0o
-0f)f
cD
2 Z
00
�2i
0
>10
0 0
�o
O 0
U
z 0
0�
2i Q
;�x
H 0
o
0
0
Q
o .§
Q
7 N
U O
N O

a�
00
0 0
m
Q
Lp
0
0
a
0
0
a
3" MIN. O.D.
# 11 GAUGE x
1" BEVELED
GALVANIZED
STEEL BAND
WITH BOLT
AND NUT
5" +1" J
i
ATTACH FENCE FABRIC TO
TOP RAIL WITH HOG -
RINGS APPROXIMATELY
24" C.C.
1 5/8" O.D. TOP RAIL OR
TENSION WIRE #7 GAUGE
GALVANIZED COIL SPRING
WIER STRETCHED TAUT
3" MIN. O.D. 5" • • 1 "
#11 GUAGE x
1" BEVELED
GALVANIZED
STEEL BAND
WITH BOLT 6'-0"
AND NUT i
ATTACH FENCH FABRIC TO
TENSION WIRE WITH HOG -
RINGS APPROXIMATELY
24" O.C.
HEIGHT OF BRACE TO BE IN ACCORDANCE
WITH FENCE MANUFACTURER'S SPECIFICATIONS
#9 GAUGE FABRIC
ONE TENSION
WIRE CLIP EACH
LINE POST (#6
GAUGE MIN.)
1 5/8" MIN. O.D.
3/8" MIN. ROUND ROD WITH TURNBUCKLE —�
END, CORNER, LINE BRACE
OR GATE POST
GROUND ROD/WIRE
(AS NEEDED)
10'
Jam— CONCRETE FOOTING
END BRACE
HEIGHT OF BRACE TO
BE IN ACCORDANCE
WITH MANUFACTURER'S
SPECIFICATIONS
a:
END, CORNER, LINE BRACE ° 'I Via'
OR GATE POST °
3'-0" * I I
3'-6" °
pl • a
La,
12"
ONCRETE FOOTING
END BRACE
1.5" O.D. TOP RAIL
211x2 1/4" H COLUMN OR 2 1/2"
O.D. POST ( ALL SS40)
(TERMINAL POSTS TO BE 3" O.D.)
#6 GAUGE WIRE CLAMPS TO BE
USED TO ATTACH FABRIC TO
COLUMNS (6 PER POST)
GROUND LINE
TYPICAL SPACING
BETWEEN ALL LINE
POST
10'
LINE POST
STANDARD 8' CHAIN LINE FENCE
5/8" MIN. O.D.
lI
NO SCALE
ONE TENSION
WIRE CLIP EACH
LINE POST (#6
GAUGE MIN.)
9 GUAGE FABRIC
TOP AND BOTTOM SELVAGE
TO BE KNUCKLED
2 1/2" O.D. LINE POST
INE POST
3/8" MIN. ROUND
ROD WITH TURNBUCKLE
#6 GUAGE WIRE CLAMPS TO BE
USED TO ATTACH FABRIC TO
LINE POSTS
GROUND LINE
a:
SPACE POSTS UNIFORMILY
TYPICAL SPACING
"I f; BETWEEN ALL LINE
:.1 I:... POST
al f.
10'—
I r0
LINE POST
1011
STANDARD
STANDARD W CHAIN LINE FENCE
NO SCALE
TRIPLE STRAND
BARB WIRE
TOP AND BOTTOM SELVAGE
TO BE BARBED
TENSION WIRE #7 GAUGE
GALVANIZED COIL SPRING
WIRE STRETCHED TAUT
LINE POST
44
LINE POST
10"
NOTES:
1. OWNER SPECIFIES EITHER BOTTOM TENSION WIRE
OR BOTTOM RAIL OR NEITHER.
2. FENCE FABRIC TO BE EITHER GALVANIZED OR PVC COATED
SEE SPECIFICATIONS.
MULCH DEPTH 3 TO 4 INCHES.
KEEP MULCH 6" FROM TRUNK
OF TREE.
TYPICAL BOUNDARY FENCE SECTION
NO SCALE
PROPOSED
STREET TREE
8' TALL CHAIN LINK
FENCE WITH BARB WIRE
10' OF CLEARING
PERMANENTLY SEED
DISTURBED AREA
TYPICAL FENCE SECTION AT STREET YARD
NO SCALE
t���e�f lrlrr�l
�A CARO'`.
.`" O r0�5SIp '9
F, 6
R:
COy. Tft-bC°:TN
m E
0 0
lzr u
r,
N O
O
U
E
Lu o E O
0 i =
Ln i�: LD
Q W C 3: =)
Uo
p r"� p
Lu LL rj
LL _
QO —o
0- r�i p
C7 00 } LL
z z cn M U
WQ Q
<� Q) u- z
pUO
,1-1
z -yo >
ra Nce
2:"o M
�.o O
M
N M
J
W
co�
Un
z
Lu
O
U
Lu
z >
O Lu
0-
(D
� O
Lu U
Qcz
z
>-
0 z
L
> O
Lu
U
O
LL
J
(D
Lu
a-
n n
Lu
Lo
>
Lu
ry
DATE
06/26/2019
DRAWN BY
J. MOORE
DESIGNED BY
J. MOORE
CHECKED BY
J. MATEY
SCALE
AS SHOWN
W
z
W
U
z
0 O
Ln (�
� H
� � Q
WU � z W
O I --I o
z in�
Lu U 06
U) V)
W
U I --I � �
J 0 O
Q �z
z O0
~ U D
O o O
11
O0
0
Uco
LL ? J
C� Lu
O W (�
W
0V
X
I�
J
D
r
JOB NO.
42407
SHEET NO.
C-414
.O
-0()�
oo
2z
(Do
O
C
0
�(n
a o
O=
z N
02
2 0-
x
oY
r 0
0 0
0-
o .§
Q�
a�
(n 2
7 �
U
O
O U
L �

°O
0 0
m
Q
1 -
LO
0
0
00
C
0
0
a
I
I II
II
II
I
1 W i
I O -
o
0
0 P ANENT UTILITY EASEMENT
1 ' OFF BACK OF CURB (TYP) \
_I O °-'/
3 \�
° VEHICLE PARKING -
N
0
I i
O II
nn I o
4� O
° O �,� FUTURE ADMIN
■OO I O BUILDING
56 I 0
(80,000 SF)
rn o
�t I O
7 0 O li
C2 I O
° °
o / ❑❑
0, \ o0
0
° o \
0
O °
— o \
p o
O
DRIVEWAY #1
(SIGNALIZED INTERSECTION)
h \N
N87°54 03_W 953. 10'
NCDOT ROAD WIDENING
PROJECT U-2581 BA
(BY OTHERS)
DRIVEWAY #2
(SIGNALIZED INTERSECTION)
I
GUARD HOUSE
I (720 SF)
7,M_�m-m-011111 _0�
m 00028-M ------- milmd.
DRIVEWAY #3
(UNSIGNALIZED)
LOT 1A
FUTURE ATS/ELECTRICAL
q \ ° FUTURE
_ °MANUFACTURING
p O
° ° \ BUILDING (126,900 SF)
N86°1522"W 251.78' ° \
Z \ O
NCR
cs
c
0
NG
W
N
0
°0 2
O 1 V
O
O O 0 O O O
O p o O°
° ° o
O — — O
O — O— —
O 0
O O
° O
O 0
O
°
° O
O ° ° -
0
0
O
UTILITY NOTES
1. ALL ONSITE PRIVATE WATER AND SEWER ARE TO BE MAINTAINED BY THE OWNER.
2. ALL CONSTRUCTION SHALL CONFORM TO COG/NCDEQ STANDARDS.
3. ADJUST ALL APPLICABLE WATER AND SEWER TO COG/NCDEQ STANDARDS.
4. NO NEW TREES OR THE PROJECTED MATURE CANOPY ALLOWED WITHIN 10' OF
EXISTING/PROPOSED WATER AND SEWER.
5. TERMINATE EXISTING/UNUSED WATER/SEWER TO THE MAIN TO COG STANDARDS.
6. CLEANOUTS IN LOAD-BEARING AREAS TO BE INSTALLED PER COG STANDARD 224.
7. METER, BACKFLOW PREVENTER, AND ENCLOSURES TO MEET CITY OF GREENSBORO
STANDARD.
8. A FIRE PUMP IS PROPOSED FOR THIS PROJECT (DESIGN BY OTHERS).
9. CONTRACTOR TO PROVIDE CLEANOUTS 5' OFF BUILDING AND ON EASEMENT/RIGHT OF
WAY IF APPLICABLE.
10. NORTH CAROLINA LAW REQUIRES THAT NEW AND EXISTING IRRIGATION LINES UTILIZE A
SEPARATE METER AND RPZ BACKFLOW FROM DOMESTIC OR FIRE SERVICE.
11. ALL STANDARD NCDEQ/COG REQUIRED UTILITY SEPARATIONS MUST BE PROVIDED.
12. SERVICES THAT TIE INTO MANHOLES MUST DO SO AT THE SHELF UNLESS MANHOLE IS
GREATER THAN 10' THEN USE A RELINER INSIDE DROP.
13. METERS CANNOT BE LOCATED IN LOAD BEARING AREAS.
14. METERS CANNOT BE SET UNTIL EASEMENTS ARE RECORDED AND PROVIDED TO WATER
RESOURCES.
15. METERS CAN NOT BE SET UNTIL SEWER OUTFALL IS IN SERVICE.
16. TAPS ON WATER AND SEWER LINES 16" OR LARGER MUST BE PERFORMED BY WATER
RESOURCES PERSONNEL.
LOT 2
D O O
DRY WAREHOUSE
EXPANSION (173,624 SF)
TRUCK DOCK COUNT TBD
FUTURE DRY WAREHOUSE BUILDING
(1,089,500 SF)
FLEET SERVICES
STAGING
PERMANENT UTILITY EASEMENT PERMANENT UTILITY EASEMENT
10' OFF BACK OF CURB (TYP) FUTURE ATS/ELECTRICAL r 10' OFF BACK OF CURB (TYP)
-N88°44-04 "W­t3go- 92' (TOTAt)--
875.65'
C /
I
IX I
\� `I
O °00 ° ° ° O
x
C
251.09'
CO
1 - 138.21
_41,01
` CUL DE SAC BY U — —
NCDOT m DRIVEWAY #4
0 (AUXILIARY ACCESS)
I'
I
I
I
I
I
FUELTANKS
N85°5644 "W �2�84.77�(707AL)��— 7 04
1
LOT 3
M
00
0
Q
z
O
OVER -THE -ROAD °
TEMPORARY TRUCK °
AND TRAILER STAGING °
O
O
0
O
O
O
O
OVER -THE -ROAD °
RESTROOM BUILDING °
(427 SF)
O
O
O
0
0
O o
0
0
0
O
O
O
O
O
RETURN CENTER 0
(60,122 SF) 0
O
O
VEHICLE PARKING O
O
0
0
O
O
O
DISPATCH ° °
BUILDINGII
(5,570 SF)
7 o
°
O
O
O
FLEET SERVICES °
BUILDING °
0
(27,757 SF) 0."
O
- °
FUELING STATION
- o
°�I
O
°
0
°O
LfO O \
0
O
o
O
PUBLIX TRUCK ° µe1
o
CAB PARKING 0
O
O
O °
O
SCALE 1"=200'
0 200' 400'
t���e�f lrlrr•1
�,.•��� CAF�O'r�.
CON INCTION
..........
_\__.'__________________________________
--
�
-"-- --o .--
\
MEMO
/.`
0 0
lzr 0
I'
I
I
I
I
I
FUELTANKS
N85°5644 "W �2�84.77�(707AL)��— 7 04
1
LOT 3
M
00
0
Q
z
O
OVER -THE -ROAD °
TEMPORARY TRUCK °
AND TRAILER STAGING °
O
O
0
O
O
O
O
OVER -THE -ROAD °
RESTROOM BUILDING °
(427 SF)
O
O
O
0
0
O o
0
0
0
O
O
O
O
O
RETURN CENTER 0
(60,122 SF) 0
O
O
VEHICLE PARKING O
O
0
0
O
O
O
DISPATCH ° °
BUILDINGII
(5,570 SF)
7 o
°
O
O
O
FLEET SERVICES °
BUILDING °
0
(27,757 SF) 0."
O
- °
FUELING STATION
- o
°�I
O
°
0
°O
LfO O \
0
O
o
O
PUBLIX TRUCK ° µe1
o
CAB PARKING 0
O
O
O °
O
SCALE 1"=200'
0 200' 400'
t���e�f lrlrr•1
�,.•��� CAF�O'r�.
CON INCTION
..........
1450"W 560.62' _
O
O
O
O
O
O
O
0
0
0
SHEET LEGEND
SCALE: 1" = 1,000'
W
o
CL
z
w
U
z
LnO
N
rl
I
U z z
C5 I --I O J
z Q a
N88°43 52"W
Lu I --I O J_
J 0 z
I Q
z0_j
O —1
oceo<
moo Lu
U � J >
o
�1
0
V
�z
z UJ
uW
1..1�
V
X
H
MJ
W
JOB NO.
42407
SHEET NO.
C-500
0
Z)
N
U
C
0
U)
0
t
3
a�
0
a
C
CL
m
O
U)
a�
0
m
t
m
Q
0
a�
0
�a
�0
10�
o (D
CLW
00
o�
E o
o
�N
a 0
0�
oft
O �
c) N
z
02
2 a
2 axi
0-c
0
o O
o
3
CL
.N m
U �
N O
t j
rn E
0 0
lzr 0
r,4
(n
U 0U
z E ln�
z
�
w
_
W E O
O
a '+'
U
U
Lu LLLLC) O
. (,'J [V =
W
0
a—o
z
>
W 0 M N LU
O
Lu
(� m w
a
(D
z Z V) �� U
U
O
3:w X Q
(n
U
O
O
w(u � z
b O
D C9
W
D
dS
0
U)}
0 \
z _y o >
z
O \
a M
\
O
O
o
w
U
°
6
ry) }
ci�
Q
O \
\
N M
0
O
°
k.0 w
00H
J
O
O
D
O
ci�
I ° \
Lu
a
. o
O
Un
Lu
n
jam'
rn
� �o
w
o
N
O
°
°o
00
°
j o
DATE
O
°
06/26/2019
O
DRAWN BY
o
J. MOORE
o
°
DESIGNED BY
o
°
J. MOORE
•
O
CHECKED BY
•0
°
•
J. MATEY
O
• •
SCALE
0
° °
1 „ = 200'
1450"W 560.62' _
O
O
O
O
O
O
O
0
0
0
SHEET LEGEND
SCALE: 1" = 1,000'
W
o
CL
z
w
U
z
LnO
N
rl
I
U z z
C5 I --I O J
z Q a
N88°43 52"W
Lu I --I O J_
J 0 z
I Q
z0_j
O —1
oceo<
moo Lu
U � J >
o
�1
0
V
�z
z UJ
uW
1..1�
V
X
H
MJ
W
JOB NO.
42407
SHEET NO.
C-500
0
Z)
N
U
C
0
U)
0
t
3
a�
0
a
C
CL
m
O
U)
a�
0
m
t
m
Q
0
a�
0
�a
�0
10�
o (D
CLW
00
o�
E o
o
�N
a 0
0�
oft
O �
c) N
z
02
2 a
2 axi
0-c
0
o O
o
3
CL
.N m
U �
N O
t j

0
m
As'
0
0
0
0
a
L
�a
50
o()f
c�
CLz
00
0
m 0
E 0
� o
coN
0- o
C7 �
UN
Z
0
2Q
N
� o
o
0
0
Q
2'§
Q
c
N co
U O
N O
L j
N N
co O
O
O O
N
>_
7 C
U Co
-0
O 6
O
m �
U
N .o
C U
E
N
co c:
N O
O U
Qo
� E
I
i '
I
i I I
I I
I
I
ttttttt�rirrrlr
PlN#.0119089EF
I I
�
N
40-
f
GLORIA POOLE
I
v.R
DB 3207 PG 975
PB 70 PG 53
PINI 0119691
PIERRE A. & CAROL YN E. GORIA
I
I
I
I I I
I
W
o
-
C T
'••
c-T N
ZONING: AG
DB 2750 PG 749
I
o r
PlN#: 0117421
:'P
P.:
`
USE: RESIDENTIAL
USE: AGRICULT URE/HOLTICULTURE
PIN#: 0119090 I
ARY T. WEDDING TO ni I
M
Z
REBECCA P. LOWDERMILK
DB 2333 PG 478
`" SC4�
rr'�rririf+�t�`1
DB 4391 PG 1166I
PIN#: 0119098
I
ZONING: AG
W
N
PB 101 PG 8 I
ZONING: AG I I DAVID THOMAS TURNER &
MARY
USE: VACANT
Z_
o
Lo
I
USE: RESIDENTIA I
I
T. WEDDINGTON
DB R 7355 PG 452
J
U
U
�
16 " w
I I
I I
ZONING: AG
USE. RESIDENTIAL
PIN#: 0117464
NSR COMPANY, LLC
PIN#: 0117444
CALVARY BAPTIST CHURCH INC OF
EXISTING 16"
1
Q
W
W
=
rn E
UGT J/
/ Q 16" w
I
I I
DB R 7079 PG 711
MCLEANSVILLE
WATER MAIN
U
C) O
UGT—
I
16" w(n
I I I
I I
ZONING: GO -M
I USE: RES/ASSISTED LIVING
I
DB 5726 PG 196
ZONING.' AG
N
UGT
16'" w
—
I I I
—
I
I
USE: INSTITUTIONAL
I
�
z E U
E
Z
Lu
T
UGT� Z
15_"
Rep, GT
1sfw �__—
I6"—
--16.W—
I I
—16 "—
�
v
"
16_
16 W
Jow
�L
�
av C 3: =)
O
UV
CB 15» P -IV
6 w
O
o
Lu LL U
LL
Lu
T
— _
T—LGE'`
CB
AUG
UGT
DI
16"W—
16"W—UFO—
UFO
DI
=—
UGT
U
GT
p _,r
OI
>
Lu
0 o
UGT
— ---�
UGT
OHP
.�
OHP
OHP UFO
O— _ — UGT—
— UG
— —T�
—
Lu
C7 m `�° w
0-
I.
_UFO-
UGT
° 0 0
°
_
24" RCP—IVUGT _ — -4JGT — —
UGTUGT
_
I
_ _
�� GT—
15 RCP-I�
cr _ —UGT—
CB
z Z M U
U
O
°
CB
O
— _
UGT
—
UGT
GT
UGT 2B
¢ w ai < z
rY >_
w
U
o2S
P- IV
_
UOo
— —
o oW
CB
1
r
_—
—
— -
UGT �� UGT— = �
—
— �
�
—1
�
=
D � � ,� O
�_
D
I V
O
�— U�
—
Z
-I
1 g
CB
_
Q U O
.. SAN
—
L o >
0
U)
z
CB 15"
vQ CB V
U
cT—
�_
�_
—
— UFO —
O
>
U
. o CB
° —
— �
_ �- 16" SAN
UGT—
_5,0 �
_��
— SAN
�- 16 UFO
CB
M
Lu
L
0
o
°
_�
— U
—
UGT— — —UGT ��/
UGT — —UGT _—
— _
— �_ 16" SAN—
—
15" RCP -IV
"o H
O
J
SAN — — —
UFO—
— �- 16" SAN_—
— — UFo—
15" RCP -IV
I o
OCB
0
°
CB
S RCP -IV
UFO -16"
RCP -
18" IV
■
�
8"AINV
0--_
-
ODw
0
—°
8""
%�
® DI
w
>
SAN
_
o
CB
cn DI
10' WIDE TREETYARD
—
>
°
/ .0
_- 8 SAN
10
WIDE STREETYARp
Lu
a
0
0O
O
°
°
°
_
w
0
o
N
/ 0 30' ZONE 1 o
O BUFFER(:)
50' BUILDING SETBACK
50" BUILDING SETBACK
o
/00
S
o
O
—
rn
DATE
o
°
/
l
06/26/2019
DRAWN BY
0 20' ZONE 2 °
/ \ OVERHEAD LIGHT FIXTURE
BUFFER 0 (TYP, SEE LIGHTING BEND
o°
0
PLAN BY OTHERS)
/
HYDRANT
6" TANK FILL LINE (COORD.
FIRE
1. MOORE
N 0
D 0
z °
0
° /—_-----
0 ,
/
/ / /
/
ASSEMBLY
AND VALVE
W/ PLUMBING DWGS)
WATER
TANK
•
•
DESIGNED BY
1. MOORE
0
0
0
/
\
8"x6" REDUCER
12" TEST LOOP RETURN
TO TANK (COORD.
•
CHECKED BY
\ 0
O
6 0
o 0 0
0
W/ PLUMBING DWGS)
12" PUMP SUPPLY LINE
•
•
1. MATEY
SCALE
FROM TANK (COORD. ..» _
0
•
S o
0
° 0 0 0
0 0 0
0 0 0
0 0
/
/
/
W/ PLUMBING DWGS)
4" PVC SANITARY
SEWER SERVICE
FIRE PUMP
BEN
°�
•
111 = 40'
°
0
0 0
0 o
0 0 0
/
/
/
AND CLEANOUTS
BLDG - WEST
•
0
0
0 0
0 /
/
/ /'
/
INV: 697.35
•
PROPOSED SANITARY SEWER LEGENDo
/
/
/
6" PVC TANK FEED FROM
sQ
SANITARY MANHOLE
0
0 /
/
/
/
/
/
/
DOMESTIC WATERLINE
.
w
9
CLEANOUT
O/
/
F
8" DIP FIRE
PROTECTION
BEND
SAN -0-
SANITARY SEWER
°/
/
/
/
/
WATERLINE
PROPOSED WATER SUPPLY LEGEND
o
O 0
//
/
/
/
♦t
BEND
w
+�
GATE VALVE
FIRE HYDRANT
WATER METER AND VAULT
/
/° /
/ /
PERMANENT UTILITY EASEMENT
6"x6" TEE
&VALVES
v
o
BACKFLOW PREVENTER
/o
10' OFF BACK OF CURB (TYP) TYP
® ®
6" PVC DOMESTIC
SERVICE WATERLINE
N
IZI ZI
W
®
TEE, BEND, CROSSo
WATERLINE
POST INDICATOR VALVE (PIV)
//
/ O /
/
8"1 TEE
& VALVES
4 Sq
T'
0'-
O
SIAMESE FIRE DEPARTMENT
CONNECTION (FDC)
o
/ o /
o /
/ /
x8
REDUCER
RE
1..1 1
/
Q REDUCER
EXISTING SANITARY SEWER LEGEND
° /
/ ° /
/
/
12"F
12"F 12"F
12"F 2"F
12"F 12"F
12"F 12"F
"F
'
Q
SANITARY MANHOLE
/ o
0
/ /
/ / cb "EN
BEND
/
12" DIP FIRE
PROTECTION
WATERLINE
12"x12" TEE
&VALVES
z
H J
0
Q
J
SANITARY SEWER
0 /
/
/
Lu
=
a
o
/
13
EXISTING WATER SUPPLY LEGEND
I o /
WO
/
/
~�
O
------
W ------
WATERLINE
I
0
8" DIP FIRE
HYDRANT ASSEMBLY,
TEE, AND VALVE
}
a H
U
Z
Q ,
o
PROTECTION
LL
J
Q
0
O
O
o
j 0 0 I
WATERLINE
'
Q
O
z
O o
U
0
J
S
0
°
°
0
O
o I
o
o I
0
I
OVERHEAD LIGHT FIX I UREO
(TYP, SEE LIGHTING
PLAN BY OTHERS)
„
0
U
0
O
M J
W ~
o0
0
<
V I
I°
o
o
HYDRANT
ASSEMBLY,
z
N
z
O
°
O
o
0
I
8"x6" REDUCER
TEE, AND VALVE
o
0
z
Lu
i
°
°
............
N
w
ce
0
BEND
_n
0-
I
S
0
0
°
p
I
I
HYDRANT
ASSEMBLY
ANDVALVE
�
z"
<0
N
/ n
V
O
O
°
0
0
I
m
co
X
u
O
0
I
co
00
Q
J
O0
°
°
0
I
Q
Z
=
I
0
°
O
I I
I
_
w
0
<
1(,i
O
o
I
SCALE
1"=40'
o
0
o
°
0
o
I
I
0
40'
NOR
80'
MATCHLINE
HYDRANT
ASSEMBLY,
TEE, AND VALVE
JOB NO.
1121107
`t `t
O
°
SHEET C-505
\
6"x2" TEE
SHEET NO.
o
O
2" PVC DOMESTIC
N
C-501
0
I
RVICE WATER SERVICE &VALVES
T
z
�a
50
o()f
c�
CLz
00
0
m 0
E 0
� o
coN
0- o
C7 �
UN
Z
0
2Q
N
� o
o
0
0
Q
2'§
Q
c
N co
U O
N O
L j
N N
co O
O
O O
N
>_
7 C
U Co
-0
O 6
O
m �
U
N .o
C U
E
N
co c:
N O
O U
Qo
� E

0
0
.,.
0
00
0
0
a
L
�a
50
o()f
c�
CLU)
00
0
m
0
� 0
� o
m 0
a o
O
CD
ZN
0
�Q
x
� o
o
0
0
0
Q�
o
Q
� 0
U O
N O
PIN#: 0117444
CALVARY BAPTIST CHURCH INC OF
eG
MCLEANSVILLE
-
-
• ••,+�'� Alf
'
PlN#: 0117421
d
J
D8 5726 PG 196
ZONING G-
------USE.- INSITUTI� 116„ w
- - 16" W
- 16'W 16"!W-=-- _
SOH - - UFO -
OHU
FOj
9 ....
+.`" Q.;O�ESSIp;U.7
9 J
OR ,
UFO
FOS
-� J
REBECCA P. LOWDERMILK
DB 2333 PG 478
�
- -
- -
16"W - - - -CHU
=
- - -
_ _UOGTT- -UGT
lICT- -
-U fi
T
COOfy.��
-
C:"� N
>
ZONING: AG
6" W-1
I
- -OHU - - -
_
�- -
= U'Gr-
;'P 4�r
2
USE: VACANT
-----
16-_�
2
U GTpN RpA
R ��'�
---
16" --
- - - --
_ _- _
C8 15 RCP -IV C
a- 1U 16" SAN
m
r q
Y 70-/ 1
16 W - -�' 8
--
--
UG�c- -
_
15"
R P -IV
__ - - -
- _ - 16' SAN ----
-
-
�'����
U. S.
_ _ -
- 16.. W -
-
_ �=
_-
UGT-- -
- UGT
CB
_ - -UGr
�-
VAR 60
- -�
_-_ GT-_--
-
15" RCP -Iv
�
a
- _ - ==uFo-
- 16" SAN
PUBLICRIVVVA
RI (MIN.) -
__
- 16" w - -
_-____-
_ _
-- �r
c�
-UGr=
--- -_�
SAN
0E
� u
MAIN TENgNCE - -
- 16' w
- - - U
`J CB I
- I
-
- -
=--UGr
16"
- _UF
N
U)
16.. W - - - -
��
-UGr-
UGgr
I
-UGr -
_ -UGr
_ - �_ _ - -UFO
- -
_
o
U vi
z
- �s
-- _ U T=
_
�U T�
G
I
-
- - _ - �- 16" SA
-
- UFl
E M
Lu 0
w
-
_
-UGr ;T -:-
UG
-
-UGT
- - -
UFO -
C
H i _
_
'.UGr - UGT
�-
-T
_
-UFO
15 RCP -IV 15" RCP -IV
0
- -
- UGr- _ UGr-
�_ TUFO UFO -
B CB
C
_
0
LL N
w
-
_
Gr
_
CB
_
FO-
_
-
12" CITY OF GREE
- -U
�_
CB
10' WIDE STREETYARD
w O M N 0
O
Lu
_
EXTENSION U! -U
_
N
�- 16" SA [1FoLu
a �o >
m w
a
(BY OTHERS) U �- 16_SAN UFO -
-
C7
z Z'5 M U
(�
O
< W � X Q
U
L
U
�UFO
- - - �_-- `JFO
-
ICUQ
Q ul a, lL z
Oin
w
o2S
1 "SAN
�=
_50'
-
UFO
BUILDING SETBACK
�C7,� in
= ) o >
z
z
0
O
Z
z
15" RCP -IV
C8
10' WIDE STREETYARD_
~ g O
~
O
_
-
INCOMING UTILITY
}
ry'IN
w
DI
COMPANY PRIMARY
m
(SEE ELECTRICAL
ROTHERS)
� H
0
-
-
6"x4" TEE
D
-
& VALVES
CD
SETBACK
w
50 BUILDING
INCOMING TELEPHONE
REMOVE EXISTING 12" -
OO
COMPANY PRIMARY
a
�f
PLUG & JOIN EXISTING
(SEE ELECTRICAL PLAN0
>14
12" WATERLINE
BY OTHERS)
U)
• ••• • •••••••
• ••• • •••••••
6" WATER METER
BEND
12"x12" TEE
BEND
w
& VAULT PER COG STD GSO-20
& VALVE
12" WATTS MODEL 4000SS RPZ BACKFLOW
• • ••• • ••••••••
6"W
6"W
6"W
..............
PREVENTER IN HEATED
BEND
12"W
12"W
12"W
BEND
ENCLOSURE
127E
127E
127E
p
6" RPZ BACKFLOW
Lu
PREVENTER IN HEATED
ENCLOSURE PER COG STD GSO-15
®
Q
6" DIP FORA MINIMUM
00
0
• • ••• • ••• OF 2' AFTER RPZ
BEND
N
ITI
iL
OVERHEAD LIGHT FIXTURE
12" FIRE SERVICE
WATERLINE
DATE
T T
I1 I1
T
6"x6" TEE
v
®
®
(TYP, SEE LIGHTING
6" DOMESTIC
06/26/2019
& VALVES
12" DIP FIRE 6" DOMESTIC SERVICE
OVERHEAD LIGHT FIXTURE
( TYP, SEE LIGHTING
••••••
"""
�
• •�
, , , , , , , ,
12"x12"
PLAN BY OTHERS)
12"x12" TEE SERVICE WATERLINE
&VALVE
DRAWN BY
PROTECTION WATERLINE 12" DIP FIRE LINE FEED
FROM PUBLIC LINE
12"x12" TEE PLAN BY OTHERS)
12"x12" TEE BEND
, , , , , • • • •
127x1
TEE
12" FIRE LINE FEED
FROM PUBLIC LINE
6"x2.5" TEE
12"x12" TEE
&VALVE
WATERLINE
6"W 6"W 6"W
&VALVE
6"W 6"W
&VALVE
6"W
1"2 z6'
REDUCER
&VALVE
-
6"W 6"W
&VALVE
6' WL 6"W 6"W
J. MOORE
12"W 12"W 12"W
12"F 12"F 12"F
PIV a PIV
12"W 12"W
12"F
BOLLARD (TYP)
2' W
• • ••• • • .......
Ill PIV a BEND
G G G
-
u
12"W
12"F
PIV
12"W 12"W 12"W
127E 127E 12' F
4 PIV O
•
DESIGNED BY
J. MOORE
®
®
PIV
12" DIP FIRE SERVICE
•
CHECKED BY
WATERLINE TO PUMP
° °
FIRE PUMP
BLDG -EAST
12" DIP FIRE SERVICE
WATERLINE TO
•
J. MATEY
SCALE
• •_ _
PIV ATS BULDING - NORTH PR SSU IZED LOOS
•
•
1"=40'
N
z
A9
6" PVC DOMESTIC
M2
HYDRANT ASSEMBLY
BEND
A7
HYDRANT ASSEMBLY,
TEE, AND VALVE
12" FIRE SERVICE
• • ••• • ••••••••
4" PVC SANITARY BENDS
SEWER SERVICE
12" FIRE SERVICE
12" FIRE SERVICE WATERLINE TO N 2.5" PVC
=
U
U
H
W
•
SERVICE WATERLINE STA 9+38.59
TEE, AND VALVE
STA 7+72.34 4" PVC DOMESTIC
A5
WATERLINE
A
AND CLEANOUT
WATERLINE TO RISER ROOM T DOMESTIC
Q
W
TOP 699.17
TOP 699.06 SERVICE WATERLINE
STA 5+10.92
TO RISER ROOM
v
z
INV: 697.58 A3
RISER ROOM SERVICE
w
.............. NV N 689.01 (A8)
BEND INV OUT 688.91 (Al 0)
••••••
12" FIRE SERVICE
WATERLINE TO
RISER ROOM
INV IN 689.94 (A6) 12" FIRE SERVICEBEND
INV OUT 689.84 (A8) WATERLINE TO
c�
TOP 699.17
INV IN 691.35 (A4)
INV OUT 691.25 (A6)
STA 3+29.04
TOP 699.20
INV (A2)
WATERLINE
Al
STA 0+00.00
4" PVC SANITARY RISER ROOM
INV OUT 692. 692.25 (A4)
BEND
TOP 699.00
®
®
SEWER SERVICE
0 LIN
MIM
®
®
INV OUT 694.00 (�
12"x12" TEE
AND CLEANOUT
ILIJ
& VALVES
INV: 696.81
12"SAN 12"SA
A8: 166.25' OF 8" PVC @ 0.50%
12"SAN 12"SAN
A6: 261.42' OF 8" PVC @ 0.50%
12"S
12"SAN
A4: 181.87' OF 8" PVC @
2"SAN
0.50%
S
12"SAN 12"SAN
A2: 329.04' OF 8" PVC @ 0.50%
12"SAN 12"SAN
4" PVC SANITARY 4" PVC SANITARY
��30106:1
4" PVC SANITARY Q
Q
6" PVC SANITARY
SEWER SERVICE
iv
pill
SEWER SERVICE
12" FIRE SERVICE4"
SEWER SERVICE
SEWER SERVICE
AND CLEANOUT
_n
=
�7:
A10: 216.20' OF 8" PVC @ 0.51%
AND CLEANOUT
INV: 696.81
WATERLINE TO
RISER ROOM
PVC SANITARY
SEWER SERVICE
AND CLEANOUT
AND CLEANOUT
INV: 696.81
4" PVC SANITARY
SEWER SERVICE
AND CLEANOUT
INV: 69681 INV: 696.81
.
0
12 SPN
INV: 696.81
AND CLEANOUT
INV: 696.81
N
H
ti
Ln
4" PVC SANITARY
2.gPN
M
SEWER SERVICE
ILL
i
AND CLEANOUT
INV: 696.81
U
W z
L.1..1
z
0
u
dh
IN
li:��
z
0�Luj U
a
V)
All
z
STA 11 +54.79
V
TOP
U
~� O
O
'
z
IN VIN 687 81 (Al 0)
INV OUT 687.71 (Al 2)
...» ..... » ..... » . » ............................
I --I
Q
Q
N
.....................
AND RECEIVING DOCKJ
PROPOSED SANITARY SEWER LEGEND
Q
SANITARY MANHOLE
8 CLEANOUT
Q0�SQ
z
Jj:e
O
u
J
n n
w
SANS SANITARY SEWER
O
p
0
I --I
J
4" PVC SANITARY
SEWER SERVICE
AND CLEANOUT
PROPOSED WATER SUPPLY LEGEND
+� GATE VALVE
Q
U
O
J
W
r
zINV:
696.81
FIRE HYDRANT
=
(%�
V
�n
WATER METER AND VAULT
o
Lq
o BACKFLOW PREVENTER
IZI TA TEE, BEND, CROSS
W WATERLINE
O
z
W
@
REFRIGERATED
® POST INDICATOR VALVE (PIV)
Lu
oC
„
a
WAREHOUSE
• • ••FREEZER
• • • • • • • • • • • • • • • •
DEPARTMENT
zLL
QO
...................
..
CONNECTION
Q REDUCER
r,
, ^
cn;;T
�c"
M
EXISTING SANITARY SEWER LEGEND
PRODUCE
COOLER SANITARY MANHOLE
H�
Q
...................
•
SANITARY SEWER
M�
W
co
N
00
EXISTING WATER SUPPLY LEGEND
"=40'
T
Q SCALE 1
zz
z------
W ------ WATERLINE
^
I..L
NOTE:
0
40' 80'
-
DOMESTIC WATERLINE TO BE DIP FOR A
30B No.
MINIMUM OF 2' AFTER RPZ.
MATCHLINE
42407
SHEET C-506
SHEET NO.
N
C-502
T
z
�a
50
o()f
c�
CLU)
00
0
m
0
� 0
� o
m 0
a o
O
CD
ZN
0
�Q
x
� o
o
0
0
0
Q�
o
Q
� 0
U O
N O

.,
0
a
0
0
6
a
L
00
o()f
cD
CL U)
00
og
m
0
� o
mN
LL o
C7 �
z N
z
0�
2Q
�x
o
0
0
Q
o
Q�
o�
> Y
cn m
U O
o
=
PIN#.- 0117465
= SOUTHERN NET INC
PIN#: 0117466
SOUTHERN C
PIN#: 0117467
MORRIS PHILIPALLISON,'
PIN#.' 0117468
PIN#: 0117470
I
C7
- DB 3442-P43-815
PB 21 PG 15
D83442P 5
�e 21 PG
SARA L YN SZOSTAK
MORRIS PHILIPALLISON,�
SARA L YN SZOSTAK
PlN#:0117469
MORRIS PHILIP ALLISON;
MORRIS PHILIP ALLISON,PlN#:
0117472
—
/
16" ZONING: RS -40
USE: DEV. RESTRICTED
ZONING: R 40
DB 3442 PG 815
�P 21 PG 15�
DB 3442 PG 815
SARA LYN SZOSTAK SARA LYN SZOSTAK
DB 3442 PG 815
MORRIS PHILIP ALLISON,'
PlN#: 0117471
t
•` ,�� G�f�f7
+r
_
OHU
UFO
-
o
W
USE: DEV. RES ICTED
—
ZONING: RS -40
USE. RESIDENTIAL
P�21 PG 15
ZONING: RS 40 �-
USE: RESIDENTIAL
DB 3442 PG 815
PB 21 PG 15 PB 21 PG 15
ZONING: RS40 ZONING: RS -40
USE: R€SfDENTIAL
SARA LYN SZOSTAK
DB 3442 PG 815
PB 21 PG 15USE:
ORRISPHILIPALLISON,
SARA LYN SZOSTAKUFO
DB 3442 PG 815
: • �gSp
0
• "'
;
60,
T
Cg
— — — —
RESIDENTIAL 12" CITY OF GREENSBORO
—f -ZONING:
RS 40
PB 21 PG 15t,
"`
Q FC IV
_
_ _
1 6 W— — — —
18
WATER MAIN EXTENSION
(BY OTHERS)
USE. RESIDENTIAL
ZONING: RS -40
COf
CB
-
�
U
Fes- _
— - —
-
— — CB-
- - cU
—
�
USE: RESIDENTIAL I
,SYNCTION
s
C
�U
f
— UFO—
— UFO—
— FO—
o—— =UFO
—
CB
"'Soo
��ri+if+�`'''
t ,•.
AN —
T—
�U��'
SAN
_
=�
-
— ---
—UFO= _
W
_
_16U�T—+,
—UGT —
-
UFO—
�r
RCP=tV
LIG LIG-
( W
�
_ _ r✓� —UFO— _ �-
UFO — - �s" a - CB
6„
_
®- 16" SAN — _
_UFO
UGT --M=4-
N
— UFO
-
E
-
_
AN— —
—UGT — -
—UGo
— �- 16"SAN —UFT
rIT - °D
_
�-
—UFO-� -
- �R
°' o
N
cn
=-
FO
UFO
— -
�
o
15" RCP -IV
LF Cg
qN = _ - — -
— - "W�=
z E
z
w
CB
-U _
15" RCP -IV
— — -
J �
o 0
W L y,
15" RCP -IV
— —
- -
_
O
/
CB
CB
15" RCP
�_-SAN = FO — -
— �- 1 SAN UFO
— -
a W
o U o p
12" WATTS MODEL 4000SS
10' WIDE
►V
CB
_
UFp U
C7 r _
H
Lu
RPZ BACKFLOW
REMOVE EXISTING 12" STREETYARD
//fL[n
�
15 RCP -IV
_
UFO
- --1�
� O � o
Z
w
PREVENTER IN HEATED
PLUG &JOIN EXISTING
V
V �J
��--
CB
� � � � �w
�
IENCLOSURE
I
12" WATERLINE
—
C7 m w
a
�
—
6" WATER METER
&VAULT PER COG STD GSO-20
z Z U -)M U
3: x Q
U
O
w +-+
cn
U
6" RPZ BACKFLOW
W �' " �p
p
o-6
\
OVERHEAD LIGHT FIXTURE
(TYP, SEE LIGHTING
PREVENTER IN HEATED 50' BUILDING BYES ACK
ENCLOSURE PER COG STD GSO-15
C7 U-)� in
_ )o >
Z
O
z
\
PLAN BY OTHERS)
12" DIP FIRE LINE FEED
N 6" DIP FORA MINIMUM
r� a'
U_
0
O
FROM PUBLIC LINE
OF 2' AFTER RPZ
O
>
U
`y) }
Lu
0
6" PVC DOMESTIC
N M
cl�
SERVICEWATERLINEw
00 F—
O
J_
a
w
—
— _
CLEANOUT
--
4" PVC SANITARY-
�—
>
\
(TYP)
SEWER SERVICE
�
............
BEND
2.17
p�
'—'
2" PVC DOMESTIC SECURITY
SERVICE WATERLINE
POST
HLu
N
FDC W/ 4' STORY FITTIN
Q
- -
6"x6" TEE
_
HYDRANT ASSEMBLY,
TEE, AND VALVE
...»»....»...»
-
PIV
.....................y ..
6" DOMESTIC �
4•S
p
,�
00
I o
DATE
'
=
6"x6" TEE
WATER SERVICE—
4
4
12"x12" 4E
[�
&VALVES
y
STA 0+00.00
-7702.91
06/26/2019
12"x6"
TO
DRAWN BY
& VALVES INV OUT 696.47 (F2)
12"x12" TEE 12" FIRE LINE FEED
12"x12" TEE FROM PUBLIC LINE
& VALVE &VALVEJ.
MOORE
6"W 6"W
6"W 6"W
6"W
6"W 6"
6"W6"W
6"W 6"W
6"W 6"W
12"W
12"W
12
PI� F
12"W
PIV
12"W 12"W
12"F
12"W
12"F
12"W
12"F PIV
12"W
12"F
12"W 12"W 12"W
12"F 12"F 12"F
12"W 12"F
........
BENDa
6"x2" TEE
& VALVES
a
♦
'
•
DESIGNED BY
.
•
J. MOORE
BEND
•
CHECKED BY
•
J. MA TEY
2"x1
- o
TE
• •
SCALE
rn
CV
•
BOLLARD (TYP)
OVERHEAD LIGHT FIXTURE
LIGHTING(TYP, SEE
•
HYDRANT ASSEMBLY,
PLAN BY OTHERS)
E5
TEE, AND VALVE
E3
HYDRANT ASSEMBLY,
STA 5+49.97
I I I
W
12" FIRE SERVICE
WATERLINE TO
STA 2+47.84
TOP 699.24
TEE, AND VALVE
12" FIRE SERVICE
TOP 699.18
INV IN 691.50 (E4)
L
RISER ROOM
®
INV IN 693.10 (E2)
V OUT 693.00 E4
N WATERLINE TO
RISER ROOM
INV OUT 691.40 (E6)
rn
1
S 8"SAN 8"SAN
8"SAN ow
'
8"SAN 8"SAN
E4: 302.14' OF 8" PVC @ 0.50%
8"SAN 8"SAN
6" DOMESTIC
SERVICE
/
WATERLINE
W
' I I
W
U
z�
N 4" PVC SANITARY
4" PVC SANITARY
12" FIRE SERVICE
HYDRANT ASSEMBLY,
-i
U
z
SEWER SERVICE
SEWER SERVICE
WATERLINE
TEE, AND VALVE
_
U
AND CLEANOUT
INV: 696.8
AND CLEANOUT
'�
~
Q
W
W
O
_
D
LL INV: 696.81
z
o o
2
m
�
<
8
-09,
o
z
'9 A
ti
i
z
`J
u
f7
*7
-T I I
I I I I I I I I I
I I I I I I I I I I I I I I I �
Soso,
°
LL
o
Lu
22
U
Q
E'
PROPOSED SANITARY SEWER LEGEND
9ti
U
H 0
O
•
i --i
AND RECEIVING DOCK
sQ SANITARY MANHOLE
® CLEANOUT
J
—SAN -M— SANITARY SEWER
PROPOSED WATER SUPPLY LEGEND
E7
STA 7+38.07
LL
� °-'
OVERHEAD LIGHT FIXTURE
(TYP, SEE LIGHTING
z
i --i
O z
Q
J
TOP 699.19
PLAN BY OTHERS)
J
ce U
O
H
® GATE VALVE
INV IN 690.46 (E6)
INV OUT 690.36 (E8)0
-i
J
FIRE HYDRANT
WATER METER AND VAULT
U
Q
i1n J
LL
r
D
o BACKFLOW PREVENTER
coI(.L�I
v
=
?
Ji Tl Fp TEE, BEND, CROSS
z
V
W WATERLINE
® POST INDICATOR VALVE (PIV)
O
w
SIAMESE FIRE DEPARTMENT
z
REFRIGERATED
CONNECTION (FDC)
w
Q REDUCER
WAREHOUSE
EXISTING SANITARY SEWER LEGEND
(I�
SANITARY MANHOLE
cn
z00 cl
v
ZSANITARY SEWER
X
FLEX TEMP COOLER
..................
U
EXISTING WATER SUPPLY LEGEND
SCALE 1 "=40'
a u-
=
co
0
J
M
------ W ------ WATERLINE
0
W
0 40'
80'cn
�o
Dw
LL1
Z
NOTE:
DOMESTIC WATERLINE TO BE DIP FOR A
MINIMUM OF 2' AFTER RPZ.
30B NO.
MATCHLINE
LL
42407
(V
SHEET C-507
SHEET NO.
C-503
C6
Z
z
00
o()f
cD
CL U)
00
og
m
0
� o
mN
LL o
C7 �
z N
z
0�
2Q
�x
o
0
0
Q
o
Q�
o�
> Y
cn m
U O
o

.,
0
0
0
0
a
L_
(a
�0
o O
z
00
-22i
0 2
c �
m
E o
c o
m N
a o
0
z N
z
o�
2 Q
g x
a
a
o Y
r 0
0 0
QY
2
QC
N m
U
� O
O U
L �
N
c5 c:
N O
c: `O
a
E �
U �
O �
a�
m �
U
o c
N .o
� U
E
�N
m �
N O
� U
m
Qo
(n9)
(y
I
I
t��e�f lrlr�l
•
f,7
PIN#: 0117491 I
PlN#: 0117490 GLADYS BARRERA FLORES
AHMAD H. HAMZE DB R 7741 PG 1802 PIN#: 0117492
I
I
I PI
��
��SSO'U9
OTFLOR:�
`-
J
DB R 7661 PG 3026 WILLIAM S HODGIN
PIN#: 0117493
PAUL J.
/
PB N : R - DB 2242 PG 305
PB 20 PG 59 ZONING: RS -40
I PB 20 PG 59
THOMAS I &
CAROL J. MILES
CHANISTY H. MITCHELL
/
\
C �N ��
� : �^
C.MT 10 N
ZONING: RS -40 USE: RESIDENTIAL
I USE: RESIDENTIAL I
IZONING:
I
DBPB 20 PG 59 R 7142 PG 68
ZONING: RS -40
DB R 6680 PG 2339
PB 20 PG 59
RS -40
/
l
\ \
`'•``5`5r�i�`,4�'`�t,
I
I
:
USERESIDENTIAL
USE: RESIDENTIAL
6"W_
LUFO—
I
PIN#: 0117495
DB R 3850 PG 45�
/
—
UFO
16" W
— —OHU —16"W
OHU
— —— =16" W—
—OHU--
—W—
PB 20 PG 59
ZONING: RS -40
USE: RESIDENTIAL
l
/
\
rn E
No
— _
— OF —
O —
— — UFO—
— —OHU —=
— — —OHU
— \/ — W —®�
V
PIN#: 0117496
ROGER B. &
/
/
U ° vj
z E M
w o O
~
w
W
DONNA G. GANNON
/
0 _
O
— — —
`
DB R 5036 PG 1364
PB 20 PG 59
/
V'
Q w �
U
\ FO — —
\ \
O NING: RS -40
\
U. (D rj
=
Lu
_ —UGT — —
—UGT — -
\
O,y
_— —
\ \ \W
_
USE- RESIDENTIAL
/
PIN#: 0117497
Q O o
w O M �
Z
O
>
w
—UGT —
CB 15" 1�LP1�7 SAN = —
—UGT — —
—UGT
\
\ \ UFp \ \ \
/ JOSHUA MANN &
DANIELLE LEHMAN
O M w
CD CO L- _
a
U
_
— _
—UFO —
—
=UFO =
— —UGT —
—UFO —
v \
O�
\
�L
/ DB R 7794 PG 2220
PB 20 PG 59
ZONING:
0
z cn M U
W V Q Q
� W z
u
U
Lu
O
U
_
—
• N_
\\
\ \\
RS -40 /
USE: RESIDENTIAL
o
o \
;i'
O cn
Z
06
\ \FO
/
o
\
O
\ \
\
16 SAN
—UFO — \
\ \
\
PIN#: 0117486
\ ROGER B. &
kk DONNA G. GANNON
°
°
°
H � � �
� 0
6 }
w
L
OU
O
\
\
\ DB R 5036 PG 1364
PB 20 PG 59
°
°
r)
ZONING: RS -40
0
0
°
_j
Lu
�
O
J
USE: RESIDENTIAL
\
\
\
\ \
z.
\�
°
°
0
w
0
o
>
Lu
00 \
rn
\ \
JJ °
o
0+
- — -
OVERHEAD LIGHT FIXTURE
(TYP, SEE LIGHTING
\ \ �UF
\ \ \
Op PIN#: 0117481 °
`o CAILLOUT LIVING TRUST, °
LES CAILLOUT TRUSTEE °
�
Q
�
PLAN BY OTHERS)
\�
DB R 6897 PG 1189 °
00
GT
\ PB 20 PG 59 0o
—
70, q�
F`STR \
\ ZONING. RS 40 ° \
USE: RESIDENTIAL °
kk
DATE
F2oAW.00' OF 8" PVC @ 3.43%
8"SA 8"SAN 8"SAN 8"SAN 8"SAN 8"SAN
F3
STA 4+00.00
\\
FFT1q \
RQ
o
\
\ \ o
06/26/2019
DRAWN BY
TOP 690.02
INV IN 682.75
\ Ci
CT\
\
\�Cq� \
6"W 6„W
a a
.�%
6„W
BEND ..
�,
z
(F2)—
INV OUT 682.68 (F4)
HYDRANT ASSEMBLY,
TEE, AND VALVE
BOLLARD
(TYP)
0 0
60,
eUQ07 S \
iy
CSFTe
FO\ \ °
�J
O \ \�C \ °
\ 9Tl� \ \ \
\
° o \�C\
��\ \O q \
SGT O \\ X60 \ I
\ \\ \ �
\ \ \ �c \ \\ \ \
\
•
•
•
J. MOORE
DESIGNED BY
J. MOORS
CHECKED BY
J. MATEY
SCALE
\
I I \ \ \
•
M
OR
O
co
\
•
00
\ \ \
rn
1\
ILL
\ \ \ CT\ 0
® O
CD
N
ILL
°
o
o 0 °
° o
° °
Lu
2
m
m
z
\o
o
o
U
n
C)
z
m
13 13
D+O
6” PVC DOMES
SERVICE ERLINE
0-0O
0
o
°
F5
STA 6+00.00
0
\
L
TOP 688.02
INV IN 681.0 4)
0
o
rl
INV OUT 0.92 (F6)
OVERHEAD LIGHT FIXTURE
o
30' ZONE 1 o
o BUFFER °
U
Q
z
z
z
O 0
O
~� J
rn
< o
o
°'ch
w
CD
aU
(TYP, SEE LIGHTING
PLAN BY OTHERS)
Q 20' ZONE 2 0
Z
o 0 o Rl IFFFR o
o 0 0 o SCALE 1"=40' °LuF---U
o
z
Q
=
J
'
C�
°0000
z
00
ILL
40' 80'
L U
O
0
o
0
U
z
00
PROPOSED SANITARY SEWER LEGEND
J
Q
ZN
Z
Z LL
00
/ — — \
Qs SANITARY MANHOLE
® CLEANOUT
Q
z
i --i
(A
0 cz
O
J
SANS SANITARY SEWER
J
cl� Q
r
PROPOSED WATER SUPPLY LEGEND
�
O C2
H
J
DUCT BANK (TYP,
SEE EL C. D WINGS
O �0
0 GATE VALVE
FIRE HYDRANT
U
M L
W J
D
II
BY OTHERS)
WATER METER AND VAULT
=
u
z
a
o BACKFLOW PREVENTER
0 00 0 0 0 0 0 0 0 0 0 0 0 0 0
III ZI FD TEE, BEND, CROSS
W WATERLINE
O
w
2” PVC
® POST INDICATOR VALVE (PIV)
w
ELECTRICAL MANHOLE TYP,
SEE ELIC. DRAWINGS
�
DOMESTIC
SERVICE
WATERLINE
,,,
O.T.R. RESTROOM
& VENDING
BUILDING
SIAMESE FIRE DEPARTMENT
CONNECTION (FDC)
4 REDUCER
/ n
v
B OTHERS)
BEND
�
EXISTING SANITARY SEWER LEGEND
X
6"x2" TEE
'
SANITARY MANHOLE
' `
H
& VALVES
\ /coF7
SANITARY SEWER
J
2
EXISTING WATER SUPPLY LEGEND
STA 8+88.89
D+0
D
INV IN 678.52 (F6)
4" P RS SANITARY
I
------ W------ WATERLINE
AND CL OUT
INV: .41
O)
HYDRA ASSEMBLY,
TE NDVALV
MATCHLINE
\\ °
30B NO.
42407
0
SHEET C-508
°
\ °
SHEET NO.
z
�\ °°
C-504
0
(a
�0
o O
z
00
-22i
0 2
c �
m
E o
c o
m N
a o
0
z N
z
o�
2 Q
g x
a
a
o Y
r 0
0 0
QY
2
QC
N m
U
� O
O U
L �
N
c5 c:
N O
c: `O
a
E �
U �
O �
a�
m �
U
o c
N .o
� U
E
�N
m �
N O
� U
m
Qo
(n9)
(y

0
C.)
.,
0
a
0
0
LD
0
a
L_
Z5
o1
co
2 z
0o
-22i
0
c
m 0
� 0
c o
m N
a o
O=
Z N
O
2i x
x
H o
a�
o Y
r 0
p o
o Y
2
C
N m
U
0
� O
L j
a� 0
m 0
y U
c: O
O
E
U �
O �
m
U
O0
N O
� U
E
5)
(n
m �
N O
� U
m
Qo
(DL
p-0
°
o
I
YDRANT
O
ASSEMBLY,
0
o
p
�
I
SHEET C-501
TEE, AND VALVE
=
�,,,=err,
rrr
p
,t,
CA
0
p°
p
o
I
MATCHLINE
2" PVC DOMESTIC 6"x2" TEE
�.oy
�raUf
F
II
--SERVICE WATER SERVICE & VALVES
T
R w
p
z
°
o
o
CLEANOUT
a
CO�.GS
S
T10N
TYP
x,
O
I O
I
...........
,� S S.
'rrrri'�.4
°
O
I
BEND
,yt�`1•
I
°
O
I p
I
4" DIP SANITARY
2
0
I
SEWER 1
p
i o
I
VE697 16
p
-
N
D
z
O
o
I o
I °
I
11
I
4
B1
007
I
�1'
SECURITY
BUILDING #1
zo
N o
°i E
o
N lui
p
p
I 0
1
TOP 694.1STA
INV OUT 687.00 (B2)
@
o
z 0 U
Z
1
1
I
p
0
I 0
I
1
`
�'
00
F_ � o
w
0
°
O
I
"'
o
a c
U
S
O
o
°
0
1
\
OVERHEAD LIGHT FIXTURE
(TYP, SEE LIGHTING
OVERHEAD LIGHT FIXTURE
N
o
w LL C7 c�
� LL _
w
p
O
I
�\
\
\
PLAN BY OTHERS)
--
_ -
/
a
8 B2: 242.97' OF 8" PVC @ 0.50 /o
N
(TYP, SEE LIGHTING
PLAN BY OTHERS )
Q O— o
a
w O r� Lu
Z
w
p
z:
1
Z U
U
o
o
\�
\\
\
/
0� Q)< z
w
U
CZ
o
o
\ \
a
O
Z
I
p
°
o
\
\\
\
8 SqN
B3
= L o >
~�
Z
p
I
p
\ 0
o
\
STA 2+42.97
TOP 696.94
M
>-
>
w
U
p
°o
\0
\p
\
\
\
\
INV IN 685.79 (B2)
INV OUT 685.69 (B4) B4: 299.54' OF 8" PVC @ 0.50%
M }
a
D
O
c\I°
`
P
\ �`
8"SAN 8"SAN 8"SAN
8"SAN
S
w
Lu
LL
J
° \ 12" DIP FIRE
° ° \ PROTECTION 12"x12" TEE
1
D
U
0 0 � WATERLINE &VALVES
p O
co
w
I
p
p
(q
0-
0
I p \
127E
127E
1
12"F 12"F
12"IF
p
°
° \
p
\ /
6" PLUG
Q U
`� 0->
N
p
oo
6" PVC DOMESTIC SERVICE
iv
Lu
S
p
p
p
o
p
I o
I o
\
\
\
��
127x6"
REDUCER
............
BEND
WATERLINE STUB FOR
FUTURE BUILDING
®
67x6TEE
& VALVES
_
N
,9
O
o0
Q
rn
0
\
o
o
I p
°
I
\
\
\
\
Q
\
00
o
\
°
0
°
\ °
\
©
6" DIP FIRE
(o PROTECTION
rn
zz
cn
DATE
0
O
0
°
\
WATERLINE
12" DIP FIRE PROTECTION
06/26/2019
DRAWN BY
00
\
\
°
o
S
°J.
°
p
p
HYDRANT ASSEMBLY
&VALVE
6" DOMESTIC
SERVICE
T
•
MOORS
DESIGNED BY
p
O
°
\
\
WATERLINE
J. MOORE
o
\ o
� p
\ o
�
rn
•
CHECKED BY
'
\ 0o
\
•
°
0
\ °
0
•
J. MATEY
SCALE
O
N ° \ O ,
z
•
vZ O
0
°
°
O
N
•
1"=40'
0
/
•O
\ O
\
p
\ O
O
Op
\
/
o
_e-`
1
& VALVES
6"x6" TEE
Lu
\ o
o
O
o
\
&VALVES
z
z
N p
p
vZ p
p
0
w
�p
o
\° O
OO
°
°
O)
o
�
o
@
/ `
v
p
O
°
O
_>
a
z
S O
N
L
co
CO
O
O
O
O
O
°
O
T1
LL
OQ
V N
N
' ^
O
uu
1�
Q
\ O
p
O
N
^/
,uVJ
z
SCALE V=40' \ °
0
p
a
0
40 8 0,
°
o
PERMANENT UTILITY EASEMENT
U
00 Q
z
J
z
? 0 10' OFF BACK OF CURB (TYP)
+` 0
0
Q
J
PROPOSED SANITARY SEWER LEGEND
\
0p
p
00
o o
p
N
z
L u
Q
U
SQ
SANITARY MANHOLE
0
0
p
0 0
z
2
C�
®
CLEANOUT
0
° 0
0
SAN -1111-
SANITARY SEWER
S 0
° p o
° p
o
U
�� O
z
0
PROPOSED WATER SUPPLY LEGEND
0
°
oo °
0 o 0
°
O
p
COG STD 119/108
"'
I --I
J
®
GATE VALVE
FIRE HYDRANT
WATER METER AND VAULT
p
°
p
p
0<
p
BLOW
OFF ASSEMBLY
a
r'
z
i--1
O
O
J
L
o
BACKFLOW PREVENTER
syr
p
T
O
O
~
\
III T-1
W
®
I�I TEE, BEND, CROSS
WATERLINE
POST INDICATOR VALVE (PIV)
'*1°
°p\
0
p
O
N
Q
�/
U
O O
W
J
0
SIAMESE FIRE DEPARTMENT
o
0
20 ZONE2
0
0
Q
CONNECTION (FDC)
S
BUFFER
0
REDUCER
EXISTING SANITARY SEWER LEGEND
O
o
p
O
°
O
O
z
W
SANITARY MANHOLE
O
°
0
\
p
O
N
Lu I
--SANS--
SANITARY SEWER
°
\
°
0
OVERHEAD LIGHT FIXTURE
SEE LIGHTING
EXISTING WATER SUPPLY LEGEND
—
50"'TYPE-A"
p N
30'ZONE 9
BUFFER
0
0
°
(TYP,
PLAN BY OTHERS)
8" DIP FIRE
12"x8" TEE
Q
/ n
V
BU FER
p Z
_
PROTECTION
WATERLINE
W/ VALVES
N
------ W ------
WATERLINE
00
°�
-15,
O
• •» • •••
5' BUILDING
\
°
SET K
p
o
p
0
°
\
a"F
s°F
HYDRANT ASSEMBLY,
8^F
8 " F
8" F 8" F 8" F 8" F
8" F " F
8
O
O
\
TEE, AND VALVE
N87°7954"W 577.78'
°
S O
O
W
�
O
O
z
°
o
_j
2
U
�
W
30B NO.
42407
p N
—I MATCHLINE
° o
_
�
O
0
0
SHEET C-509
SHEET NO.
01
o
C-505
p
p
Z5
o1
co
2 z
0o
-22i
0
c
m 0
� 0
c o
m N
a o
O=
Z N
O
2i x
x
H o
a�
o Y
r 0
p o
o Y
2
C
N m
U
0
� O
L j
a� 0
m 0
y U
c: O
O
E
U �
O �
m
U
O0
N O
� U
E
5)
(n
m �
N O
� U
m
Qo
(DL
p-0

0
0
As,
0
0
0
6
d
�a
50
o ()f
CL
c�
z
00
0
0
0-o
0=
Z O
O 0
2 Q
x
H o
o
0
0 0
Q
o
Q
U O
N O
4% U
L O
_
SHEET C-502
t��e�f lrlrr•1
N�Ir1�L•-•':
MATCHLINE
D,:o���sO,U•�yD\;
6
T
Z-
N
COy��C.:�
N
A13
=
STA 15+03.83
PROPOSED SANITARY SEWER LEGEND
TOP 699.80
INV IN 685.96 (Al2)
SQ SANITARY MANHOLE
INV OUT 685.86 (A14)
® CLEANOUT
<o
SANS SANITARY SEWER
m E
C) o
�=
a
co
REFRIGERATED
WAREHOUSE
PROPOSED WATER SUPPLY LEGEND
0 GATE VALVE
FIRE HYDRANT
••••••••••••••••••••
" "FREEZER ••••••••••••••••
`V 0
0
z 0
o
w E
H i 2
Z
Lu
OU
T
o
WATER METER AND VAULT
a w a � �
v
o BACKFLOW PREVENTER
o m Ill o O
....................
�
I=I TI TEE, BEND, CROSS
� ~
O
a 0 o
Z
>
W WATERLINE
......................................
COOLER
"' LU
LU
O
Lu
QQ
Z
® POST INDICATOR VALVE (PIV)
w
- O CO a
a
/
SCALE 1"=40'
SIAMESE FIRE DEPARTMENT
z cn = _
Z� x U
�
U
O
U
CONNECTION (FDC)
< UJ W< z
w
0
C-60
NORO
REDUCER
o U U)z
40'
gp�
O
EXISTING SANITARY SEWER LEGEND
N ce
�� M
-
O
A15
OO SANITARY MANHOLE
� >-
ry)6+56.23
Lu
L
0
STA 1
TOP 699.97
SANITARY SEWER
-j
O
S................
INV IN 684.20 (A14)
Lu
m
J
INV IN 684.20 (134)
INV OUT 683.76 (A16)
...... ............................
EXISTING WATER SUPPLY LEGEND
• • ••• • • • • ...................
.................. .....................
DOCK
(D
RECEIVING
o
4" PVC SANITARY ------ W ------ WATERLINE e
SEWER SERVICE •• ••• • ••• • ••••••••••••
z AND CLEANOUT BENDS
a
p
w
.
Na
INV: 696.81
BEND
>
��
Lu
o
.4 IF .... N sp -11101
-q -q pLA0
4" PVC SANITARY ° °
SEWER SERVICE
°
4" PVC SANITARY
SEWERSERVICE
0
pA
n�
AND CLEANOUT
AND CLEANOUT
o
\
.2
a
C5
INV: 696.81
4" PVC SANITARY
INV: 696.81
12" FIRE SERVICE
WATERLINE TO
TA 5+98.67
SEWER SERVICE
RISER ROOM
o
OP 698.55
INV IN 89.90 (C4)
• ••• • •• ••••....
BEND
AND CLEANOUT
IN :696.81
Cl
DATE
N
IN OUT 689.80 (C6)
A
STA 0+00.00
4" PVC SANITARY
z
A
C5
>
4" PVC SANITARY
>
z
4" PVC DOMESTIC
A
�' cn
>
12" FIRE SERVICE
A
C' 4" PVC SANITARY
>
TOP 698.61
INV OUT 693.90 (C2)
06/26/2019
12" FIRE SERVICE SEWER SERVICE
12" FIRE SERVICE z
SEWER SERVICE
SERVICE WATERLINE
y
z z
WATERLINE TO
z SEWER SERVICE
DRAWN BY
A17
WATERLINE TO AND CLEANOUT
WATERLINE TO
AND CLEANOUT
_ _
RISER ROOM
AND CLEANOUT 4" PVC SANITARY
STA 18+20.28
RISER ROOM iv INV: 696.81
RISER ROOM N
T
INV: 696.81
12" FIRE SERVICE
N N
C3
= INV: 696.81 SEWER SERVICE
J. MOORS
N
TOP 698.21
STA 9+26.56
6" PVC SANITARY
WATERLINE TO
STA 3+61.35
LEANOUT
AND CNV: 696.81
12" FIRE SERVICE
T
T
INV
INV
IN 681.00 (A16)
IN 681.33 (C8)
TOP 698.65
INV IN 688.16 (C6)
OVERHEAD LIGHT FIXTURE
(TYP, SEE LIGHTING
PLAN BY OTHERS )
SEWER SERVICE
AND CLEANOUT
RISER ROOM
HYDRANT ASSEMBLY
TOP 698.62
INV IN 692.09 (C2)
WATERLINE TO
RISER ROOM 0
0
•
DESIGNED BY
INV
OUT 680.90 (A18)
INV OUT 688.06 (C8)
INV: 696.81
AND VALVE
INV OUT 691.99 (C4)
J. MOORS
8"SAN 8"SAN
8"SAN 8"SAN
8"SAN 8"SAN "SAN 8"SAN
S 8' AN
8"SAN 8"SAN
8"SAN 8"SAN
8"SAN 8"SAN 8"SAN
8"SA
•
C8: 231.84' OF 8" PVC @
2.90%
C6: 327.89' OF 8" PVC @ 0.50%
• •� •» •� • • • • .... .....
C4: 237.32' OF 8" PVC @ 0.88%
2: 361.35' OF 8" PVC @ 0.50%
•
CHECKED BY
HYDRANT ASSEMBLY AND VALVE
•
J. MATEY
HYDRANT ASSEMBLY,
LLARD TYP)
TEE, AND VALVE
o
• •
SCALE
Z
Q
N
N
°
T T
o
ATS BUILDING °
=
SOUTH EGA.
N N
N
N
T
•
1" = 40'
o
•
"x6"
El
G G
FIV
OLL RD P)
•
PIV
1 PIV
PIV
° ° ° ° ° ° ° ° ° °
° ° 0 ° ° ° ° ° Q° ° ° ° ° ° ° ° ° ° ° °
IV
(
PIV
Lu
0
I
z
12"F
6"W
1
6
1
1
6
0
1
1
6
1
12" T
E
6" " TE
& ALV
2"x1 'TEE
PIV
12"x1 'TEE
12"x1 " TE
o
o
�
& V LVE
ALV
12" 6" CR SS
& V VE
2"x1 'TEE
& V LVE
& V VE
VALV
( l
v
CD
& V LVE
UZ
//A
o
N
7l
LL
OQ
b�
N�
HYDRANTASSEMI
TEE, AND VALVE
1i DIP IRE
PROTECTION
WATERLINE
6" PVC DOMESTIC
SERVICE WATERLINE
HYDRANT ASSEMBLY
AND VALVE
BOLLARD (TYP)
D3
HYDRANT ASSEMBLY
AND VALVE
BOLLARD (TYP)
Z
=
Ln
U
c�
`�
STA 4+00.00
FUTURE GENERATORS,
1
Q
D5
STA 8+00.00
TOP 695.12
INV IN 687.48 (D2)
TRANSFORMERS, &A BUILDING
�
Q
w
w
rl
®
®
TOP 695.12
INV IN 684.84 (D4)
®
INV OUT 687.38 (D4)
(SEE ELECTRICAL PLAN BY OTHERS)
�
�
U
Q
INV OUT 684.74 (D6)
o
��Q
N
-n
8"SAN 8"SAN
I 8"SAN so 8"SAN 8"SAN
D6: 342.30' OF 8" PVC @ 1.35%
8"SAN 8"SAN
8"SAN 0 8"SAN 8"SAN
D4: 400.00' OF 8" PVC @ 0.63%
8"SAN
8"SAN
8"SAN
8"SAN 0 8"SAN 8"SAN
D2: 400.00' OF 8" PVC @ 0.63%
8"SAN
U
w
H o
o
A19
STA 20+42.68
D1 -/U
STA 0+00.00
z
z
TOP 695.84
INV IN 679.79
INV OUT
TOP 695.12
690.00
J
�a
(A18)
INV IN 680.12 (D6)
INV OUT 679.69 (A20)
(D2)
z
O
J
LL
J
C)�
O
N
22
00�
NLL
U
�
L
r
=)D
(D
�z
0w
_
w
N
�i
V
z
c�
X
A21
J
CID
STA 22+68.29
TOP 695.56
INV IN 678.57 (A20)
INV OUT 678.47 (A22)
C)
w
Z
U0
J
N
z
1--_
IW
T
�LL
�
Q
75
MATCHLINE
JOB NO.
42407
SHEET C-510
SHEET NO.
C-506
�a
50
o ()f
CL
c�
z
00
0
0
0-o
0=
Z O
O 0
2 Q
x
H o
o
0
0 0
Q
o
Q
U O
N O
4% U
L O

00
0
0
2
Q
O
0
rn
0
a
O
T
O
REFRIGERATED
WAREHOUSE
DAIRY PRODUCT
STORAGE
........................................
DOCK
PIV
PIV
DC
I V:69
4" PVC SANITARY
SEWER SERVICE
AND CLEANOUT
INV: 696.811
12" FIRE SERVICE
WATERLINE TO
RISER ROOM
/-G1
STA 0+00.00
TOP 698.59
INV OUT 693.00 (G2)
8"SAN -om--
1 x12"
VALy
HYDRANT ASSEMBLY AND
HYDRANT ASSEMBLY
AND VALVE
4" PVC SANITARY
SEWER SERVICE
AND CLEANOUT
INV: 696.81
8"SAN 8"SAN
1
G3
STA 3+22.49
TOP 698.60
INV IN 691.26 (G2)
INV OUT 691.16 (G4)
G2: 322.49' OF 8" PVC @ 0.54%
8"SAN
M
00
Q
z
SCALE 1 "=40'
0 40' 80'
12"DIP FIRE
OVERHEAD LIGHT FIXTURE PROTECTION
BOLLARD (TYP) (TYP, SEE LIGHTING WATERLINE
PLAN BY OTHERS)
H2: 291.71' OF 8" PVC @ 0.50%
8"SAN 8"SAN 8 AN 8"SAN
C)
w
STA 13+40.66
FIRE HYDRANT
z_
H1
U
J
STA 0+00.00
I-
U
TOP 695.15
W
Q
INV OUT 690.12 (1-12)
�
73
CONNECTION (FDC)
Q
REDUCER
8"SAN
H3
STA 2+91.71
TOP 695.24
INV IN 688.66 (1-12)
INV OUT 688.56 (1-14)
SHEET C-503
MATCHLINE
PROPOSED SANITARY SEWER LEGEND
s9) SANITARY MANHOLE
0 CLEANOUT
-SAN-0 SANITARY SEWER
PROPOSED WATER SUPPLY LEGEND
®
GATE VALVE
STA 13+40.66
FIRE HYDRANT
TOP 697.80
WATER METER AND VAULT
o
BACKFLOW PREVENTER
IZI ZI FD
TEE, BEND, CROSS
W
WATERLINE
®
POST INDICATOR VALVE (PIV)
SIAMESE FIRE DEPARTMENT
CONNECTION (FDC)
Q
REDUCER
EXISTING SANITARY SEWER LEGEND
SANITARY MANHOLE
SANITARY SEWER
EXISTING WATER SUPPLY LEGEND
------ W ------ WATERLINE
HYDRANT ASSEMBLY
AND VALVE
G4: 348.65' OF 8" PVC @ 0.50%
8"SAN 8"SAN 8"SAN
6" PVC DOMESTIC
SERVICE WATERLINE
H4: 291.71' OF 8" PVC @ 0.50%
8"SA N on 8"SAN 8"SAN
8" SANITARY SEWER
TO SERVE PROPOSED
& FUTURE BUILDINGS
MATCHLINE
SHEET C-511
STA 10+39.37
TOP 698.97
INV IN 688.85 (E8)
INV OUT 688.75 (E10)
12" DIP FIRE
PROTECTION
�E11
STA 13+40.66
TOP 697.80
INV IN 687.24 (E10)
INV IN 689.41 (G4)tz
INV OUT 686.91 (E12)
G7O
rn
C6
>
z
LL
rn
m
>8
z0
co
V
U
> LL
a iv 0i
00
LL
0
0
M
O
c� M
C6 6
z W
LL c)
w
C6
Z
m
N�
i
BOLLARD
° (TYP) s
° ° rn Z
1 & VALVES
HYDRANT ASSEMBLY,
TEE, & VALVE
6" PVC DOMESTIC
SERVICE WATERLINE
dOlS
dOlS
i OVERHEAD LIGHT FIXTURE
------ (TYP, SEE LIGHTING
PLAN BY OTHERS)
r ~
6" PVC DOMESTIC
SERVICE WATERLINE
Fk
I BEND
W DRANT ASSE M BLY 6"W 4 6"W
AND VALVE 12"F 12"F
BEND
-CMA HYDRANT
ASSEMBOF g PUCg S0N STOP & VALVE
LY
H61203 g5.
a sPN
E13 °
STA 15+51.49 Q
TOP 693.63
INV IN 685.75 (E12)
H5 INV IN 685.98 (H6)
STA 5+83.42 IN OUT 685.65 (E14)
TOP 695.12
INV IN 687.10 (H4)
INV OUT 687.00 (1-16)
OVERHEAD LIGHT FIXTURE
TYP, SEE LIGHTING
PLAN BY OTHERS)
I
I
I
11
TOP 692.02
I INV OUT 685.52 (12)
I
I
BOLLARD I z
(TYP)
C2
0
>
z
CDd
LL 00
(V LL
�0
N
V
N
N OD
>
Z
E14
60.00' OF
12" PVC:
12"x12" TEE
& VALVES
6"W 6"W 6""W-
-
"W -
------- 127 ---
12"SAN 12"SAN 12"SAN
STOP 4 U'
12"F
2"x12" CROSS
VALVES 12" DIP FIRE
E15 71PROTECTION
WATERLINE
TOP 692.44
INV IN 683.65 (E14)
NV IN 684.05 2
INV OUT 683.55 (E16)
4" PVC SANITARY
SEWER SERVICE
INV: 688.37
4"SAN
RETURN
T CENTER
12" DIP FIRE
PROTECTION
WATERLINE
4"SAN
E 4"SAN ------- 4
4" PVC SANITARY
SEWER SERVICE
INV: 688.37
t���e�f lrlrr�l
.`" O r0�5SIp '9
�OTREfJ
CRbC.:� N
rn E
0 0
lzr 0
N C 07
U 0z
z E 0� w
Lu o E 0O
H -0 0
aW a 3: =)U
U
in ~ � C:,
o
w U.LL Lr)� = H
a0 -o z >
0- O M N O w
0 l0 > F-
(7
z Z cn U u O
3:w + X Q U) U
ce W � z 0(Z+� O
o
,� �0z r
_ -y o > Oce
Z
~- O
O w U
�M } a D
N M ci�
Lu LL
00 H J
H
D
(7
Lu
a
0
Lu
Lu
rl
Lu C)
Q
D �
00
0
DATE
06/26/2019
DRAWN BY
1. MOORE
• DESIGNED BY
• 1. MOORE
• CHECKED BY
• 1. MATEY
• • SCALE
• 1"=40'
•
•
w
CL
z
w
U
z
6" O
12"F N ~�
-- ---- L
rl
Ln
I
U � z z
O I --I o Q
z U a
UJ
(n 2
LJ LJ
w H o O
U z
H
Q
Q 0 w 00z °
z J U
Cj O 11-4
w O0J
L.LI~�
0�LL
~
< J
D
V
�z
0 O w
w
ce
V
X
MJ
W
JOB NO.
42407
SHEET NO.
C-507
0
U
C
0
m
3
0
0
2-
0
Q
m
0
0
6
0
m
0
0
m
co
Q
E
`o
O
s
3
0
�a
�0
o
c�
U)
00
og
0�
m
0
0 0
( N
0-
0
00
z (n
O 2
2 Q
N
�= a)
o
0
0 0
Q
2'§
Q�
0 0
N m
0 N
U O
.o
4% U
� 0

L J
GATE VALVE
L_ J HYDRANT
FIRE HYDRANT
ASSEMBLY,
o
BACKFLOW PREVENTER
TEE, AND
TEE, BEND, CROSS
W
VALVE -
C-
W
SIAMESE FIRE DEPARTMENT
z_
6" PVC
U
J
SANITARY
W
U
SEWER
W
I-
SERVICE
" Til
<
INV: 688.37
t\**7
NMEMO,OW
1
c
•
L J
GATE VALVE
L_ J HYDRANT
FIRE HYDRANT
ASSEMBLY,
o
BACKFLOW PREVENTER
TEE, AND
TEE, BEND, CROSS
W
VALVE -
C-
W
SIAMESE FIRE DEPARTMENT
z_
6" PVC
U
J
SANITARY
W
U
SEWER
W
I-
SERVICE
<
INV: 688.37
RETURN
CENTER
6" PVC
SANITARY
SEWER
SERVICE
INV: 688.37
E19
STA 21+54.04
TOP 691.84
INV IN 672.10 (E18)
INV OUT 672.00 (E20)
N
o cl)
oD
LOz
0
>
a
r
LL
O
N
co
r N
a6 cl)
WD
z
0
>
a
z
a
�n
S
FIT -238,16 g SAN P
STOP
6"x6" TEE
& VALVES -
BEND
rn
E17
STA 19+6 .83
TOP 691.12
INV I 673 12 (E16)
IN
INV OUT 6F3.02 (E18)
g^SAN
12"SAN
12"x12" TEE
& VALVES
6"x2.5" TEE
& VALVES
8"F
12"x8" TEE
& VALVES
12"F
1 PVC
g^SAN
BEND
z
Y)
80
0
M
OR
V
U
z>
as
0
LL
O
ih
0
rlN
N
66
LL
z
a
80
z
Y)8
800
Ln
0
0
a
00
u-
0
i0
0
z
a
0
50
I-YASSEMBLY,
D VALVE,-
F9
ALVE
F9
STA 11+7) 6.72
TOP 682.78
INV IN 676.5 8)
INV OUT 6.43 (F10 /
HYDRANT ASSEMBLY,
TEE, AND VALVE
OVERHEAD LIGHT
(TYP, SEE LIGHTEN
PLAN BY OTHERS)
12" DIP FIRE
PROTECTION WATERLINE
12"S l iIV
CLEANOUT
(TYP)
DISPATCH
BUILDING
2.5" PVC DOMESTIC
WATER SERVICE
87 30c 87
F11
STA 13+44.55
TOP 685.43
INV IN 675.29 (F10)
INV OUT 675.19 (F1
BOLLARD (TYP)
HYDRANT ASSEMBLY,
TEE. AND VALVE
OVERHEAD LIGHT FIXTURE
(TYP, SEE LIGHTING
PLAN BY OTHERS)
4" PVC SANITARY
SEWER SERVICE E22: 234.98' OF 12" PVC @ 0.50%
12"SAN 12"SAN 12"SAN
E21
STA 23+94.35
TOP 689.05
INV IN 670.58 (E20)
INV OUT 670.48 (E22)
8"F
SHEET C-504
MATCHLINE
E24: 172.51' OF 12" PVC @ 10.00%
J 12"SAN -sm
E25 -
STA 28+01.85
TOP 642.58
INV IN 637.00 (E24)
'r
E23 --J INV OUT 634.50 (E26)
STA 26+29.34
TOP 682.41
INV IN 669.31 (E22)
INV OUT 654.25 (E24)
OVERHEAD LIGHT FIXTURE
(TYP, SEE LIGHTING
PLAN BY OTHERS)
MATCHLINE
""""" SHEET C-512
8"F 8"F BEND
11
1
I
I
1
I
I
I
I
I
I
I
I
I
I
I
I
I
I
� I
� I
� I
II
I
I
I
I
I
I
qN
F?6 /4.63,
Ok-
72,S 7? ,A
qti LC /
0
7�S
qN
0
0
0 0
0
t���e�f lrlrr�l
o ssa;.�y
= 0T F, 60,
0
O 0
0 0 o CO y.ST�GTION
0 0 0 0 0 !'Ur43 ij' .,A,
O
O
0 0 0
0
O
O
O
O
O
O
O
0
0
0
O
O
M O
0
0 O
z 0
O
0
O
O
SCA E 1 "=40'0
0 40' o 80-
0 O
r
PROPOSED SANITARY SEWER LEGEND
LJ 01ANII1AKY IVIIANNULt
0 CLEANOUT
SANS SANITARY SEWER
PROPOSED WATER SUPPLY LEGEND
®
GATE VALVE
FIRE HYDRANT
WATER METER AND VAULT
o
BACKFLOW PREVENTER
III ZI I -I
TEE, BEND, CROSS
W
WATERLINE
®
POST INDICATOR VALVE (PIV)
SIAMESE FIRE DEPARTMENT
CONNECTION (FDC)
4
REDUCER
EXISTING SANITARY SEWER LEGEND
U SANITARY MANHOLE
---�N�- SANITARY SEWER
EXISTING WATER SUPPLY LEGEND
---- W ------ WATERLINE
o
O
0
0
O
O
0
0
O
O
0
o /0
o
o \/
O
O
O
0
O
0
0
0
O
O
0
0
0
O
O
O
0
o
O
0
0
O
0
O
0
O
O
0
0
0
0
0
O
O
0
0
O
O
O
O
0
0
O
O
O
0
O O
o
O
0
0
O O
O
O
0 o E27
0 STA 30+50.48
o TOP 636.22
INV IN 628.86 (E26)
INV OUT 628.76 (E28)
11
1 0
m E
0 0
lzr 0
N 'i (I)
U0 U Z
z E 0 W
W 0 E =O
H O0
a W U
U
~o
LL O r =Lu
a0 -o 1-- z >
W O M N0 O W
0 l0 >
('� m }' W d (D
z Z u')�� U U O
�wX Q (n U
W LaL Z Q cz
+� O
��� � z
_ -y o > Z
~ ra - O
�.o O > U
Lu
�M } a D
N M cl�
J
k.0 W u-
0 H J_
(D
W
x a
W
Cn
W
rn
W
N
Q
rl
00
0
DATE
06/26/2019
DRAWN BY
J. MOORE
• DESIGNED BY
• J. MOORE
• CHECKED BY
• J. MATEY
• • SCALE
• 1"=40'
•
Lu
z
W
U
z
O
NLn
H
I
U � z z
O I --I o Q
z U a
LU
2
W H O O
U z
� 0
J }} Q
Q z
z O�
J OU
O1 --I
cc O0 J
O I --I
u CLL
O
= C�
�z
z UJ
W
ce
V
X
MJ
W
JOB NO.
42407
SHEET NO.
C-508
0
N
U
U)
m
t
3
U)
a
C
CL
m
0
a�
a�
0
m
t
U
C
(6
C
CL
s
`O
O
t
3
a-
0 0
o
(D
°z
00
o2
E(D
�U)
mN
a o
O
c U
Z
O
a
� aa)
(D
o
0
0 0
CL
o .§
CL
c
N m
N
U c:
axi O

0
0
A,
L
�a
00
-0()f
0 0
CL U)
00
0
m 0
� 0
� o
mN
a o
C7 �
z N
z
0�
2 Q
x
� o
o
0
0 0
CL =
Qm
cn m
� 0
U O
N O
L j
O
_
O \
O
— — — 1
p
O
\
O
o
SHEET C-505
N
Z
°
•�t���f�rirr•!+r
I I
L I
ti
O
:o
��SSIp,U.79
4
;
O\
°o
O
°
4
CO JS7
-
..:TION
00 \
O
`•ssca
' rrrr�rririt�ti•��i•
•
0 �2''
0
-
N
yo
o S9L
'
° 0 I
Z o
o
p �
O
o
�
(V
O
O
\
O
O
d
DWELLING
0
O
O°
cV
o E
00
O
O
O
O
�
N
U)
O
OO
0
(V
Z E Ci
�
z
O S
O
O
N N
E =)
W 0 y, O
W
°
°0p
°
O
C6
ZQ
0
Q uj Ln
� (D
O
U
0
0
O
0
LL
Ln
O
C) LL , p
(N
W
0
N
� LL
¢Oo
>
Q
°
0
MD r
C
LU
0
Lu
O
0
°
O �o
a
o c1q
°
_
z z V) U
U
O
O 1
0
O
+� ¢
� W X � Q
LH
(n
Lu
o2S
p
0
12" DIP FIRE
^'
0 C7 � -A
z
0
I
0 0
0
PROTECTION
WATERLINE
z
,� cn
a�
L o
O
,-
0
O 0
Z
;
O
S0
O
° o
N
o
�r�j }
W
U
0
0
O
N M
J
cif
o
0
o
O
k.0 W
00
J
O
I0
8" DIP FIRE 0
H
° PROTECTION 0
0
l
WATERLINE 0
0
W
a-
,.�
WD0
o
X
0
W
O
0
N
cn
Z
H
i
W
c)
PIN#: 0119107
°
O
O
Il
N
00TANYA
LEE HOBSON INGLE &
O
o�
TOMMYMICHAEL INGLE, JR
°I
I
0
Lu
0
z
DB R 7800 PG 1435
°
O
N
ZONING: AG
0
O
¢
USE: RESIDENTIAL
0
0
0
S
0
00
0
SCALE 1 "=40'
0
0
0
O
N
DATE
0
40' 80-
0
0 /
® °
0
v
z
06/26/2019
0
DRAWN BY
0 o N
o
0
J. MOORE
PROPOSED SANITARY SEWER LEGEND
:C8
I
OVERHEAD LIGHT FIXTURE
co
DESIGNED BY
G SANITARY MANHOLE (TYP, SEE LIGHTING ° CD
� PLAN BY OTHERS) U
•
®
CLEANOUT
J. MOORE
SANS
SANITARY SEWER
�p
p
,a
N
cn
•
PROPOSED WATER SUPPLY LEGEND
p/
o
p
0 8"x6" REDUCER
PERMANENT UTILITY EASEMENT
z
10
0
•
•
CHECKED BY
J. MATEY
®
GATE VALVE
HYDRANT ASSEMBLY
10' OFF BACK OF CURB (TYP) 0
&VALVE
N
iv
SCALE
FIRE HYDRANT 0 W 0 M
•
WATER METER AND VAULT
/00°
I
O
¢
•
1 - 40/
o
BACKFLOW PREVENTER
o
IZI ZI
FD TEE, BEND, CROSS
NO
=
0
•
W
®
WATERLINE
POST INDICATOR VALVE
°
%`o
N
cn
•
(PIV)
SIAMESE FIRE DEPARTMENT
CONNECTION (FDC)
/ 0
°
W
0,
C)
BEND
p
w
4
REDUCER
°
o
C
�
T
O
0
CV
S 0
z
T
D
EXISTING SANITARY SEWER LEGEND
0
G
p
SANITARY MANHOLE
o
` o
m
0 -n
c l
0
o
( )
SANITARY SEWER
` o
O
I
0
O
N
cn
D
Z
V
EXISTING WATER SUPPLY LEGEND
D ° 0
o ®
z
------ W ------
WATERLINE
z 0
p
0
°
°
O
A27
STA 03
TOP 689.39
689.3
INV IN 672.10 (A26)
�
N
(V
O
1--i°0
0
INV OUT 672.00 (A28)
Ln
°
o
S o
0
I
°
0 \
\
12"SAN
12"SAN 12"SAN
A26: 293.33' OF 12" PVC @ 0.77%
12"SAN
�
0 0 0
o
°
p
°
0
A28 -----H
U
Q
z
O 0
o
\ 0
0
0 113.64' OF
O 12" PVC P
\
0
O
Q
O�=
o p
tP
vZ
0
O
O @ 10.00%
00
z
Luu
Q
J
a
°
o
°
y
\
0
'
20ZONE 2 O
N
=
r( �^
0
°
° o o
\
°
p
BUFFER
A31 0 °
\
Lu
�� 0
Z
p o 0 0 0 0 o p 0 0 0 0 0 0 0
S
o
STA 33+18.94 ° A29
12"x12" TEE
U
U
C)'
° ° O o p 0
° °
°
30' ZONE 1 TOP 653.39 STA 32+80.67
INV IN 647.34 (A30)
&VALVES
J
Q
° O o ° o o
p 0 0 0 o p 0 00
0 0
Opo
0
0
INV OUT 647.24 (A32) TOP 666.92
BUFFER o INV IN 660.64 (A28)
0 INV OUT 651.17 (A30)
\
\
• E• ••••
BEND
z
I --I
O Z
�
0
J
° 0 0
o
0
Q�L OF 0p °0 A30
°
\
�
J
U
H
J
— —
— — —
—
0 0
O
°
SSWR MANH
o RIM. 651.60
°
S
63O�o�oo�°°
0 12" PVC
�� @N p @ 10.00%
°
0
\
U
O 22
0
J
�4
D
— — — —
— — — — —
O INV IN (N): 639.49
— 0 0 INV OUT (S): 639.39
0 — — —
o
0
\
�
STA 33+82.13
TOP 651.65 0
INV IN 640.92 (A ) °
\
x
REDUCER
— —
°
0
O
p 0
0
0 0
0
0
0
0
N-9
2O
INV OUT 638.42 34)
P3 o'c "Q, 82 LF JACK & B E p
�pOJo�ho°�° W/24" STEEL/F�JCASEMENT o
\
HY AS
(q
0
z
z
w
0
0
O
\
&VALVE
=
uj
p
° °
O
° °
,� e'
\ // °
D
0
0
°
o
O
CONNECT TO CITY OF o
BEND.....
2
�
LJ�
0
O
°
0
° 0
o p
° 0
o
°0
SSW MANHOLE
GREENSBORO PUBLIC SE R 0
\ EXTENSION (BY OTHERS) O
.° °
z
m
<n
�
0
V
0
0 0 0
RIM. -46.40
\ 0 0
o
° p
° 0 0
0 /NV I�l (N).-637.92
0° o
X
° 0
°° 0° 0 0
° 0 0 0
° INV O T (S): 63782
0 0 0 0 0
0 0 0
0 0
°°° 0 O 0 0 0 pPlN#:
° ° 0 ° ° °
0119114
0 0
�? O O O
cn o °
EX2 Z .0 p o
o p o
0
ANDREA GAIL WILLIAMS
_ _
STA 34+82.13 0
p 0 DB R 7195 PG 2735
°
_ _ _
TOP
646.40 0° 0 0
—
o ZONING: AG
0 0UgE: RESIDENTIAL
(INV IN 637.92
0
(A34) 0 0 00 0 0
\
f
0
0
0 0 0
ElO
0
p
0 0
0\0 0 0 o O
o
OO
° O
0
O 0 O O
0
pp
°0
p
0 o O
p0° \ O 0 ° °
O O O ° °
30B NO.
42407
0 0
°
0 0 0
0 p 0 O
SHEET NO.
0 0 0 0 n0 0 o O
O
p
°
0 0O
O
0
0
Z 0 0
0 0 O 0
C-509
0
p
0 0 O 0
�a
00
-0()f
0 0
CL U)
00
0
m 0
� 0
� o
mN
a o
C7 �
z N
z
0�
2 Q
x
� o
o
0
0 0
CL =
Qm
cn m
� 0
U O
N O
L j

O
0
0
a
00
0
0
L
N
>
Z
SHEET C-506
MATCHLINE
D(UyD;
J
SEF
`r 1�
COtC.:RN
cno
Do
ZLo
O
�
(V
U
N
rn E
0 0
LL
0
lzru
N g-
(n
Crn
N
U 0 uj
z E
`°
N N
W o p
Luz
C6N
N
Z
-0
i

A,
0
0
0
0
a
L
�a
50
-0()f
oCL
O
z
00
o�
0
� o
mN
a o
C7 �
z N
0�
2 Q
x
� o
o
0
0 0
CL =
Q 3
U O
N O
4% U
L O
CV
I=
4"SAN 4"SAN
SHEET C-507
MATCHLINE
TOP 692.02
INV OUT 685.52 (12)
4" PVC SANITARY
SEWER SERVICE
INV: 688.37
:^ Q', •"
'p �SSIp,U''9
"•
F6R -
1
CONSYNGTION
_
1
w`'•`5`5C4�'`t,
PROPOSED SANITARY SEWER LEGEND
1
trruit+sz
sQ SANITARY MANHOLE
1
I
RETURN
® CLEANOUT
CENTER
C T
-SAN-M- SANITARY SEWER Y
PROPOSED WATER SUPPLY LEGEND
I
\\
e
a'E
C) o
® GATE VALVE
1
\
N
U 0 U)
U)
FIRE HYDRANT
4" PVC SANITA ,
z E �
E M
z
Lu
WATER METER AND VAULT
-
SEWER SERVICE
L O
= o
o BACKFLOW PREVENTER
M
1
N
=
INV: 688.37
- (D
9--
0
IZI ZI TEE, BEND, CROSS
Q
I
J5
HYDRANT ASSEMBLY, STA 8+34.33
Q U � �
C) M Iv o
w LL O N
w_
W WATERLINE
Z
TEE, AND VALVE TOP 692.31
U.
O o
Z
>
]MUM
® POST INDICATOR VALVE (PIV)
INV IN 679.73 (J4)
\INV OUT 679.63 J6
\\\ ( )
w OI'D 0
O
w
SIAMESE FIRE DEPARTMENT(TYP)
° °
BOLLARD
12"sAN
C7 m 1O w
a
CONNECTION (FDC)
SCALE V=40'
1
°
z U)M =
Z cn U
�
U
O
Q REDUCER
1
° °
\\
W X ¢
�� �L z0
U)
U
1
o C7
0
EXISTING SANITARY SEWER LEGEND 0
40' 80'
1
\
12" DIP FIRE
TRUCK
� �
z
1
PROTECTION
WASH
_
= _y o >
~
v SANITARY MANHOLE
WATERLINE I
zz
a
O
--N-- SANITARY SEWER 12"F 12"F
M
>
0
O
EXISTING WATER SUPPLY LEGEND
BEND
J
I
—
�
.-J.
------ W ------ WATERLINE
— J
I
OVERHEAD LIGHT FIXTURE
_
�
w
a
(TYP, SEE LIGHTING
z
—
PLAN BY OTHERS)
w
FLEET
MAINTENANCE
J
1
I
I
4" PVC SANITARY
SEWER SERVICE BUILDING
INV: 689.57
—
_
p�
0
—�
�
0
00
�
I
o
I
1
DATE
I
1
4" PVC SANITARY
06/26/2019
SEWER SERVICE
DRAWN BY
1 AND OIL INTERCEPTOR
1
INV: 686.65
o
0
J
J. MOORE
1
Iq
DESIGNED BY
— o z
1 �<
•
a
J
•
J. MOORE
1
1
I
N
�`
•
CHECKED BY
1
0
N
J
•
J. MATEY
1
co
SCALE
1
•
I
1
•
1"=40'
I
I
z
� �
a
•
I
1
•
1
I
1
W
1
I
1
I
"4n
1
1
1
1
1
I
z
�
W
1
1
1
I
1
1
o
1
1
1
1
U
z1
HYDRANT ASSEMBLY,
TEE, AND VALVE
>
U) 2
m
n
N
O
H
0
J3
a
Z
Lri
Ln
C)
Lo
W
Z
STA 3+76.12
TOP 692.47
N
m
N
1-'I
Cj
J
U
INV IN 682.12 (J2)
INV OUT 682.02 (J4)
U
-w Q
1�..YI..11 z
Z
ILLI
ILLIa
2
Q
O
~� J
J1
STA 0+00.00
TOP 694.18
INV OUT 684.00
`°
J2: 376.12' OF 12" PVC @ 0.50%
z
w , i
�
� U
_
J
a
(J2)
12" AN 12"
12"SAN 12"SAN
12"SAN
/ ^
w
H o
p
BOLLARD (TYP)
8"x6" RED CER
IU -I
Q z
J
�a
HYDRANT ASSEMBLY &VALVE
COG STD 119/108
BLOW OFF ASSEMBLY
HYDRANT ASSEM
TEE, AND VALVE
2"x8" CROSS
NT
" DI HYDBLY, SERVICE L AD
Q
z
J
Z
O
O
J
12"F 12"F127
12"x6" TEE
;mm
12"F 12"F 127 127
12"F 12"F 12"F 127
12"F 127
law
127
127 127
127
0
0
J
"F
12"
-11,11,11111, 11116"W
6"W 6"W
6"W
0
J
H
0
0
o
11
`.J
~
D
BEND HYDRANT ASSEMBLY & VALVE 8"x6" REDUCER <
=
CO
-
-- - - - - -
............. ....
z
0 10
O
W
W
®
I
OVERHEAD LIGHT FIXTURE
(TYP, SEE LIGHTING
PLAN BY OTHERS)
( n
v
20' ZONE 2
JJ
W
BUFFER
30' ZONE 1
BUFFER
30B NO.
42407
SHEET NO.
--
"TYPE
C-511
50'ER ___
-A" BUFF
�%
�a
50
-0()f
oCL
O
z
00
o�
0
� o
mN
a o
C7 �
z N
0�
2 Q
x
� o
o
0
0 0
CL =
Q 3
U O
N O
4% U
L O

O
0
.,
0
0
0
0
o=
L
�a
00
-0�
o
°z
-00
—2
0 2i
m
0
� o
mN
a o
z N
z
0�
Q
x
� o
o
0
0
0
Q�
o
Q
U O
N O
� 0
�
Io
rqN
N
SHEET C-508
0
°
�f �rir
El
U..»........
>
a
8"F
12"x8" TEE
& VALVES
8" F 8"F
8"F 8" F
8"F
BEND
MATCHLINEBa;Uf�y
i
\
D
F
I
°
b
8" DIP FIRE
\
I
�c'd,
C����C;-TION
0o
PROTECTION
\ \
p
Sp�¢••4�,UI4�l��',:
N
6
U-
WATERLINE
I
w .,
¢ ;
I
o
RETURN
I
�
C�►
I
\
.�, o
CENTER
I
T
GENERATOR AND
TRANSFORMER
o
°
i
G
D
ENCLOSURE
(SEE ELEC. DWGS
BY OTHERS )
HYDRANT ASSEMBLY,
o 0
0 0
0
r'�o ° °
0 °
0, E
r,
4" PVC SANITARY
TEE, & VALVE
N
SEWER SERVICE
INV: 688.37
°
'a. °
E vi
z
z
w
o 0 0 0 0 0
0
N
92 °
M
w o,
HYDRANT
C9
T
o 0 0 0 0
0 0 0 0 0 o
\\
\\\
\
00
E29
00 TOP 637STA 13120
� =
W � L7
p LL o O
C7
O
U
4" PVC DOMESTIC
ASSEMBLY
TEE, &VAL E\\
o
0 0 0 0
\\
° INV IN 624.94 (E28)
O 0
Z
>
Lu
WATER SERVICE
4"W
4'W0
° INV OUT 622.44 (E30)Lu
0M
O
N
12"S N
12"SAN J7
...........STA 10+73.46I
10+73.46N
&'VALVES
0 0
I
\\
\
\\
oo
°0 'SA N
O� 1O w
M -
z Z cn M U
W a Q Q
a
-
U
07
D
U
BEND TOP 691.34
INV IN
°�
I
\\ E30
\\ 229.12' OF O
� w a, LL -z0
D W j -A
w
TRUCK
WASH
678.43 (J6)
INV OUT 678.33 (J8)
�
�
I
I
12" PVC 0
\\ o
@ 0.80%
� �, r' Ln
a�
_ � o >
Z
O
,
z
J6
i
\\\ c
145 LF JACK & BORE
~ � M
iO O
w
O
U
239.13' OF
\ 24" STEEL ENCOASEMENT
M }
12" PVC
0.50%
U-
I
I
1
w
O
U-
N
I °
°0
L —
�I
0
/l °
0
D
L —
OVERHEAD LIGHT FIXTURE
TYP, SEE LIGHTING
Oo
„
OVERHEAD LIGHT FIXTURE
I
I
°SEE INSET
// 0
Lu
Lw
—
PLAN BY OTHERS)
(TYP, SEE LIGHTING
PLAN BY OTHERS)
/ °
o MATCHLINE
�—
uj
L —
F —
//
0
o
°
L
8" DIP FIRE
I
°
w
—
FLEET
DUCT BANK (TYP,
SEE ELEC. DRAWINGS
PROTECTION
WATERLINE
I
//
//
o
o
0
Q
in
,i
00
I
//
0
MAINTENANCE
BUILDING
BY OTHERS)
I
Oo
o
DATE
0
06/26/2019
°
0
DRAWN BY
LEC RICAL MANHOLE ( P,
i t
/
//
o . o
° O
0 0 0
J. MOORE
J
L —
EE LEC. DRAWINGS
Y OTHERS)
+
I
//
// /
°
° °
o °
DESIGNED BY
J. MOORE
//
CHECKED BY
J. MATEY
0
0
Ell Ell CH 1:1 ° 11
°
0
•
•
LL
0
• •
SCALE
111 40'
v
FUEL 4
=
BAY°
❑
�
HYDRANTASSEMBLY
ou
0 0
0 0
o
0
•
W
&VALVE
Ii
I
�/
II
° °
°
0 0 0 o
I
0
z
FUEL
I
LL
8"x6" REDUCER
��
II
o
o
°
uj
TANKS
0 0 0 o
_
BEND ••
\�
�\
II
II
0
°o
0
�� II
�� ll
°
°
o
0
0
z
O
HYDRANT ASSEMBLY,
TEE, AND VALVE
0
°
L
\\
0
o
\
D
®
0
Oo
\
m J
z
BOLLARD (TYP)
HYDRANT ASSEMBLY,
EE, AND VALVE
-
_ _
°°
o
0
o
o
o
\
\
\
O
w
z
v
�
U
=
C�
H °
a
O
r
w
O
Q
z
J
O°
J
a
U
w0Q
TTE
T_J
12" x'2"
U8
0 0
0
°
\
\ \ J
z
J
O
uU
12" F
6"W
12" F
"W
-REDUCER
127
6"W
• •» • •••••••
BEND
PROPOSED SANITARY SEWER LEGEND
o
°
o
° O
°
\
_j
O
U
�
O
LL
J
H
J
HYDRANT ASSEMBLY & VALVE0
BEND
SQ
SANITARY MANHOLE
°
=
C0
0 o
��o-
®
snN�
CLEANOUT
SANITARY SEWER
00
o
0
/ O
/ o
O I
O
z
UJ
OVERHEAD LIGHT FIXTURE
PROPOSED WATER SUPPLY LEGEND
® GATE VALVE
O
�� 0
��� 00
0
/ 00
W
SEE LIGHTING
ce
(TYP,
PLAN BY OTHERS)
FIRE HYDRANT
WATER METER AND VAULT
o
0
0
E29
STA 32+18.20
CONNECT TO CITY Or °
GREENSBORO PUBLIC SEWER °
, ^
V
o
BACKFLOW PREVENTER
TOP 637.31
EXTENSION (BY OTHERS) S °
INV IN
00
III Ti T
TEE, BEND, CROSS
0
INV OUT 6220 .44 (E30)
0
°
X
W
WATERLINEo
°
/
° 0 0 0
~�
®
POST INDICATOR VALVE (PIV)
SIAMESE FIRE DEPARTMENT
CONNECTION
°
E30
12"SqN
0
r1/
SP
� ,
0
°
m
(FDC)
229.12' OF
0
EX1
SSW ANHOLEO o
1.1..1
Q
REDUCER
12" PVC
@ 0.80%
0 °
TOP 633.STA 3
RI . 634.00
cl)
0o
�
EXISTING SANITARY SEWER LEGEND
INV IN 0.61 (E30)
V IN (N): 620.
INV IN(E):.93
Q
145 LF
JACK &BORE
INV OUT )..620.81
z
SANITARY MANHOLE
W/24" STEEL
ENCASEMENT
z o 0
0-
- ---N-- SANITARY SEWER
EXISTING WATER SUPPLY LEGEND
O
O
o
WR MANHOLE
RIM:633.00
INV IN(N): 620.61
30B NO.
42407
SCALE 1"=40'
°
I INV OUT (S): 620.51
SHEET NO.
------ W ------ WATERLINE ° INSET
0 40'
80'
0
SCALE: V=
C-512
°
�a
00
-0�
o
°z
-00
—2
0 2i
m
0
� o
mN
a o
z N
z
0�
Q
x
� o
o
0
0
0
Q�
o
Q
U O
N O
� 0

IF REQUIRED
1/2" RAISED LETTERING
3f4"
(2) OPEN
PICKHOLES
C/O TCP (TCP VIEW)
8" DIA � 1"
A`
C/O TOP (SECTION VIEW)
NOTES -
1. LOAD SEARING CLEAN-OUT TO BE INSTALLED IN LOAD SEARING AREAS AS DE51ONATED 8
THE DESIGN ENGINEER OR FIELD ENGINNER.
2. THE CLEANOUT A55EMBY IS TO BE SET A MIN. 112", NO G17EAT€R THAN 4", FROM THE LOAD
G'E'ARING ASSEMBLY' COVER,
3. THE DESIGN SHOULD BE A HEA V Y DU Y T YPE; GRA Y IRON (A5TM A48 CL 358) , WI TH A
DIPPED COA TING.
4. A 15"X15" CONCRETE PAD IS' REQUIRED FOR THE BASE. THE CONCRETE PAD WILL NEED TO
BE .O " THICK (GI VES 2 " OF CONCRETE UNDERNEA TH THE 7 " TA L BASE) .
5. ALL CASTINGS SHALL MEET THE REQUIREMENTS OF AASHTO M.305.
Ta. THE CLEAN --OUT COVER AND COVER BASE SHALL BE HEAVY DUTY" SUCH AS EU MODEL
02.96523A01 OR COG PRE -APPROVED EQUIVALENT.
7. CLEAN-OUT MA Y BE REQUIRED TO BE "MADE IN U. S. A • IF ,FEDERAL FLJNDS ARE INVOL VED.
"O" RING
JOINT
ASTM C-351
Ma] 919 JA ► 1, I .
fr'_9
5'-10 " STD. #200
6°'-10" STD. #,201
Fi , _O ' PRF1'A,3T .T. NVFRT
SECTION A—A
RrN� •,� -c�vF�
U,
'R
NOTES.-
ON NEW INS TALLA TION A MAX. OF
TWO GRADE RINGS SHALL BE USED.
r\ 4) 0) U) CONCRETE .SHALL BE CLASS AA,
6 4000 PSI AS PER .ASTM C-478.
NNr
STEEL REINFORCING SHALL MEET
ASTM C-185 (4' .DIA) OR ASTM
C-478 (5' DIA) .
MANHOLES OVER 3'-6" IN DEPTH
,SHALL 6°E PROVIDE -D PITH STEPS
16" ON C'ENTE'RS STEEPS .SHALL BE -
a IN ACCORDANCE W COG STD. 0205.
D (p p Liu
titi�4
I�
E ri
MH DIA 45' DEFL BO " DEFL
4'
.31-112 .,
25 .:
5:
42„
32::
5' 1
51„
38"
PRECAST INVERT (OPTIONAL)
PLACE 12 `° OF 057
STONE UNDER BASE
COG STD. 020E7 B X ®" TEE MECHANICAL
OR COG STD. #2111
MANHOLEL>OINT "X" PLAIN END
TRANSITION .SLEEVE TO
MAINL INE MA TERIAL
I I i 1 "JOINT DIP
1-1,x'2'° TO 2" 1 1
MORTAR DAM
- - 1f'B" X 2" STAINLESS
---------- ------
STEEL STRAP ANCHORS
AT 2' O• C. MIN, OF
TWO REQUIRED
1,�2 •° .STEEL ROD
. ATTACHED TO FLANGE
ON EACH ,SIDE OF .STACK
STRAPS TO BE
„ - _ --------- -------- FASTENED WITH
_ REIN HEAD"
' M ANCHOR DOL TS
- 90 " SEND MECHANICAL
— — — —
JOINT "X PLAID' END
CONCRETE BLOCKING
BEHIND SEND, SHALL
d °r - = NOT BE REQUIRED IF
_ MEGA -LUG MECHANICAL
"JOINT INSTALLED
EXTERIOR
L OCKIP
RINGS
NO TES:
THIS DETAIL SHALL BE USED OULY MHERE INDICATED ON PLANS.
ALL EXTERIOR DROP PIPE AND FITTINGS TO BE DUCTILE IRON.
MEGAL UG MA Y BE USED AS A METHOD OF RES TRA INT IN L IEU OF 1X2 °° S TEEL ROD
ATTACHED TO FLANGE ON EACH SIDE OF STACK.
ALL CONNECTIONS' TO PRECAST MANHOLE STRUCTURES SMALL BE WATERTIGHT.
PROPOSED CONNECTION TO BE USED MHERE `X' EXCEEDS 2'-o' FROM INVERT OUT.
C I T Y O F 0 R E E N S B 0 R 0
STANDARD EXTERIOR DROP CONNECTION FOR STS. NO. RE V.
01-91
SANITARY SEDER MANHOLE 202 03-01
CSB -D2
7XB
7
cn
PLAN
STOP
1 114 ..
114
OD—T
SIDE EL. EVA TION
1/8COMPOSITE
el"1111�..
AwX
_ NE a n_
y
0
DOWNTURN AND CAP SECURED
114"
0 a
2'Wx21x0.3'H
EL EVA TION
6" HIGH RED
SEAMLESS COVER
ji +II
SLEEVE (BRASS)
LETTERING W/ 1" F DC 9„
� o
{ II
?'
COPOLAOPR ENE
STROKE ON WHITE
BACKGROUND
,t+''°"+"''•�,•
GARDE ''•;
2' 6
PLASTIC
FINAL GRADE
.•`(la
�
3/a" THREAD -O -LET ON STEEL
FIRE DEPT.
�L•�
•
DRIP ENCASED IN STONE
CONNECTION SIGN
- v E _
CONCRETE FOOTING
.
#3 DEFORMED
STEEL ROD
SIGN FACE TO BE
-
-
FABRIC
ATTACHED TO POST W/
, I . •.•• ��•.¢, i;
,
\
"177� \
GALVANIZED CARRIAGE
j
BOLTS
w p
O
O
GALVANIZED
bSTEEL POST
,STOP
C7
a 0
U
FIRE DEPT. CONNECTION SIGN
LD
a U. CD
v =
Lu
v
DEPTH INTO
_
=
e CONCRETE SURFACE
SECTION A—A
z1-1
3 -112 "
NO SCALE
w O M N o
O
T Y 0 F R E E
S B 0 R 0
STS. NO. REV.
STANDARD MANHOLE STEP FOR
a G >
PRECAST CONCRETE MANHOLE
06
el"1111�..
AwX
_ NE a n_
y
0
CD
SLOPE TOP FOR
POSITIVE
WATER RUNOFF
C" SCH AO STEEL PIPE
FILLED WITH CONCRETE
AND PAINTED (SEE NOTE)
1/2" SLOPE ON TOP SURFACE
OF CONCRETE ENCASEMENT
PAVEMENT OR EARTH
4
a•
a
A
CLASS "D" CONCRETE
ENCASEMENT
4
N®TEE
FINISH WITH ONE COAT OF EPDXY PRIMER ANIS 2 COATS OF
ALL WEATHER ENAMEL, COLOR SAFETY YELLOW,
DOWNTURN AND CAP SECURED
DRAWN BY
0 a
2'Wx21x0.3'H
1. MOORE
6" HIGH RED
SEAMLESS COVER
ji +II
SLEEVE (BRASS)
LETTERING W/ 1" F DC 9„
� o
{ II
?'
IDENTIFICATION PLATE
STROKE ON WHITE
BACKGROUND
,t+''°"+"''•�,•
GARDE ''•;
2' 6
FINAL GRADE
.•`(la
�
3/a" THREAD -O -LET ON STEEL
FIRE DEPT.
�L•�
•
DRIP ENCASED IN STONE
CONNECTION SIGN
- v E _
CONCRETE FOOTING
.
vi
z E
SIGN FACE TO BE
CONS C; -10N
FABRIC
ATTACHED TO POST W/
, I . •.•• ��•.¢, i;
NO SCALE
\
"177� \
GALVANIZED CARRIAGE
j
BOLTS
w p
O
O
GALVANIZED
bSTEEL POST
12"
�I DIA.
CD
SLOPE TOP FOR
POSITIVE
WATER RUNOFF
C" SCH AO STEEL PIPE
FILLED WITH CONCRETE
AND PAINTED (SEE NOTE)
1/2" SLOPE ON TOP SURFACE
OF CONCRETE ENCASEMENT
PAVEMENT OR EARTH
4
a•
a
A
CLASS "D" CONCRETE
ENCASEMENT
4
N®TEE
FINISH WITH ONE COAT OF EPDXY PRIMER ANIS 2 COATS OF
ALL WEATHER ENAMEL, COLOR SAFETY YELLOW,
DOWNTURN AND CAP SECURED
DRAWN BY
0 a
2'Wx21x0.3'H
1. MOORE
CONCRETE COLLAR
SEAMLESS COVER
CD
SLOPE TOP FOR
POSITIVE
WATER RUNOFF
C" SCH AO STEEL PIPE
FILLED WITH CONCRETE
AND PAINTED (SEE NOTE)
1/2" SLOPE ON TOP SURFACE
OF CONCRETE ENCASEMENT
PAVEMENT OR EARTH
4
a•
a
A
CLASS "D" CONCRETE
ENCASEMENT
4
N®TEE
FINISH WITH ONE COAT OF EPDXY PRIMER ANIS 2 COATS OF
ALL WEATHER ENAMEL, COLOR SAFETY YELLOW,
� w x Q U7 U
Oin c
z -y c:)
> O Z
...............r,,..... � N cn
O
O w U
N M �
J
1,0 w LL
00 H Jcif_
C7
Lu
a
D
w
— w
Lu O
(V
0 -+
00
O
DATE
06/26/2019
DOWNTURN AND CAP SECURED
DRAWN BY
WITH CHAIN
2'Wx21x0.3'H
1. MOORE
CONCRETE COLLAR
SEAMLESS COVER
DESIGNED BY
SLEEVE (BRASS)
T-6"
� o
1. MOORE
IDENTIFICATION PLATE
•
CHECKED BY
2' 6
FINAL GRADE
18" > 4\
U o
3/a" THREAD -O -LET ON STEEL
SCALE
PIPE WITH Y4' AUTOMATIC BALL
•
DRIP ENCASED IN STONE
2'x 2'x 2' NCDOT (TYPE
CONCRETE FOOTING
.
vi
z E
w
FABRIC
FIRE DEPARTMENT CONNECTION
NO SCALE
\
"177� \
o E
w p
O
O
12"
�I DIA.
C7
a 0
U
FIRE DEPT. CONNECTION SIGN
LD
a U. CD
Lu
o o
z1-1
NO SCALE
w O M N o
O
w
a G >
(Dm}1O
a
z Z U U
�j
O
� w x Q U7 U
Oin c
z -y c:)
> O Z
...............r,,..... � N cn
O
O w U
N M �
J
1,0 w LL
00 H Jcif_
C7
Lu
a
D
w
— w
Lu O
(V
0 -+
00
O
DATE
06/26/2019
DOWNTURN AND CAP SECURED
DRAWN BY
WITH CHAIN
2'Wx21x0.3'H
1. MOORE
CONCRETE COLLAR
SEAMLESS COVER
DESIGNED BY
SLEEVE (BRASS)
T-6"
1. MOORE
IDENTIFICATION PLATE
•
CHECKED BY
2' 6
FINAL GRADE
TO OUTLET
3/a" THREAD -O -LET ON STEEL
SCALE
PIPE WITH Y4' AUTOMATIC BALL
•
DRIP ENCASED IN STONE
2'x 2'x 2' NCDOT (TYPE
CABC) CRUSHED STONE
WRAPPED IN FILTER
FABRIC
FIRE DEPARTMENT CONNECTION
NO SCALE
� w x Q U7 U
Oin c
z -y c:)
> O Z
...............r,,..... � N cn
O
O w U
N M �
J
1,0 w LL
00 H Jcif_
C7
Lu
a
D
w
— w
Lu O
(V
0 -+
00
O
DATE
06/26/2019
W
I---
;7
w
U
z
O
N H
U � z
E�
O oJ
U
Lu i --i
2
U) u
F ---
Lu I. —I O W
U z 0
Q I
J }}
Q z
0
J Ov J
Q O o
LL
U ..
E.
(D
�z
O LL
W
V
X
MJ
W
JOB NO.
42407
SHEET NO.
C-538
0
U
Z) 0 Z)O
O
(D
°Z
Np
2
0
��
;_
�o
s
U N
Z
O�
Q
x
� o
o
a) 0
0 0
Q
Q�
1 �
s
U O
� .o
c_
�°
;= o
> i_:
U (o
O 6
�La
U
N O
N .o
� U
i
(N
�c:
EnO
O U
co
QO
T
J '
DRAWN BY
1. MOORE
•
DESIGNED BY
•
1. MOORE
•
CHECKED BY
•
1. MATEY
• •
SCALE
•
NO SCALE
W
I---
;7
w
U
z
O
N H
U � z
E�
O oJ
U
Lu i --i
2
U) u
F ---
Lu I. —I O W
U z 0
Q I
J }}
Q z
0
J Ov J
Q O o
LL
U ..
E.
(D
�z
O LL
W
V
X
MJ
W
JOB NO.
42407
SHEET NO.
C-538
0
U
Z) 0 Z)O
O
(D
°Z
Np
2
0
��
;_
�o
s
U N
Z
O�
Q
x
� o
o
a) 0
0 0
Q
Q�
1 �
s
U O
� .o
c_
�°
;= o
> i_:
U (o
O 6
�La
U
N O
N .o
� U
i
(N
�c:
EnO
O U
co
QO
T
J '

00
0
0
m
Q
0
rn
0
0
0
LD
0
a
1 3/4
r n
as
a
-10 3/4
SECTION A -A VIEW
OF VALVE BOX
IF -
REQUIRED
6
13
A�
TOP VIEW
3 1/2' FLAT FACE
GOTHIC
1/4' FLAT FACE
GOTHIC
1 3I4 � �6 3/4 --
SECTION VIEW OF
VALVE BOX COVER
/VOTES`
I. VALVE BOX EXTENSION SHALL BE EITHER 6" DIA. SOIL PIPE OR SCH. 40 PIVC PIPE
.c EXTENSION TO BE ONE SOLID PIECE OF PIPE UNLESS BURIAL DEPTYH IS GREATER THAN
STANDARD LENGTH OF PIPE. A BELL OR COUPLING SHALL BE U77LI2'ED AT THE TOP OF
VALVE CONNECTION (SEE COO STD P01)
J. LETTER HEIGHT 3-1/2"
4. COUNTERSINK LETTER J116-
5 TO BE USED IN PAVED OR NON -PA VED AREAS
6. ALL CASTINGS SHALL MEET THE REQUIREMENTS OF AASHTO M306,
7 DUE TO VA4IA 77ONS IN CAS77NGS OF DIFFERENT MMNUFAC 7VRER'S, DIMENSIONS ,SHALL BE
WTI -11N REASONABLE TOLERANCES AS PRE -APPROVED BY GREENSBORO WA7ER RESOURCES
DEPARTMENT ANDIOR FIELCI INSPECTOR? PRIOR TO INS TALLA TION:
B VA VE BOX MAY BE REQUIRED TO BE 'MADE IN U, S A, " IF FEDERAL FUNDS ARE IN VOL IED
S'TD. NO. REIN.
WATER VALVE DO X AND EXTENSION 02®93 03®12
08-02 12-12
51ZF5
p[�PUCFV PP,1�55Uf?[� BACKFLOW
A130VF- GP,-OUNP INS�'ALLA�'ION
"HEAT SOURCE RECOMMENDED"
N
0
U
v PER
z ® r
l]
TEST
m COCK
a 24„
4"
WICEi
moons No
ONCRETE BASE
:.
NOTE!
DITCHMUST REMAIN OPEN UNTIL THE BACKFLOW
IS INSPECTED BY WATER RESOURCES PERSONNEL
D.I.P. REQUIRED FROM MINIMUM OF 2' OF D.I.P.
METER TO BACKFLOW ON OUTLET SIDE OF BACKFLOW
1. THE BACKFLOW DEVICE SHALL BE WITHIN 10' OF AND ON THE PROPERTY SIDE OF THE METER.
2. ALL REDUCED PRESSURE BACKFLOW DEVICES SHALL BE INSTALLED ABOVE GROUND,
IN A HORIZONTAL POSITION.
3. SHUT OFF VALVES SHALL BE RESILIENT SEAT WITH FLANGED ENDS AND HANDWHEEL.
4. ALL INTERIOR AND EXTERIOR IRON SURFACES SHALL HAVE EPDXY COATINGS TO
CONFORM TO ANSI/AWWA C550, OR MANUFACTURED OF STAINLESS STEEL.
5. THE BACKFLOW DEVICE SHALL HAVE 4 TEST COCKS WITH ONE INSTALLED ON THE CITY
SIDE OF THE INLET GATE VALVE.
6. FOR A LIST OF APPROVED BACKFLOW DEVICES CALL METER SERVICES AT [phone]
7. APPROVED ABOVE GROUND ENCLOSURES: "HOT BOX", HYDROCOWL, SAFE -T -COVER, SMI
(MODEL #B68-EHPZD, B80-EHPZD, B110-EHPZD, B155-EHAZD) OR BFP MODEL #380 -APD
640 -APD, 800 -APD, 950 -APD OR 1150 -APD. ENCLOSURE MUST HAVE A DRAIN.
8. A FLOOR DRAIN IS REQUIRED IF INSTALLED INSIDE OF A BUILDING.
9. TANDEM BACKFLOWS REQUIRED IF SERVING MULTIPLE USERS OR SERVICE CANNOT BE
INTERRUPTED.
DATE: REDUCED PRESSURE11
CITY OF GREENSBORO CSO' 1 S
6-15-88 BACKFLOW PREVENTER
REVISED: TYPE: 3„ - 8„ WATERSCALE:
2-3 12 DEPARTMENT CES NOT TO SCALE
1�1 Ilk
f= �
o
a
q ri ri' �%� (kt" �y�r J �i�s�\j
BASED ON TEST PRESSURE OF 150 PSI
NOTE,'
REACTION BEARING AREAS ARE .IN SCUARE FEET MEASURED IN A VERTICAL PLANE IN THE TRENCH SIDE
8 AT AN ANGLE OF 90 ° TO THE THRUST VEC TOP.
6
USE 6"'-90 ° BEND VALUE FOR HYDRANTS FOR .ADDITIONAL SAFETY.
OPTION 1: IF GRADE ADJUSTMENT IS NOT REQUIRED:
A. CONNECTOR PIPE MAYBE APPROVED D.I. OR P.V.C. PIPE.
B. IF ALL JOINTS FROM HYDRANT TEE TO HYDRANT ARE RESTRAINED WITH APPROVED JOINT RESTRAINT DEVICE
THRUST BLOCKING BEHIND HYDRANT NOT REQUIRED.
OPTION 2: IF GRADE ADJUSTMENT IS REQUIRED:
A. THE CONNECTOR PIPE SHALL BE OF THE OFFSET DESIGN SO THAT THE FIRE HYDRANT CAN BE ADJUSTED TO
ENSURE PLACEMENT AT THE PROPER GRADE. WHEN THE CONNECTOR PIPE IS THE OFFSET DESIGN IT SHALL HAVE
AN ANCHORING FEATURE AT BOTH ENDS SO THAT WHEN USED WITH M.J. SPLIT GLANDS A RESTRAINED JOINT IS
PROVIDED.
B. ALL JOINTS FROM HYDRANT TEE TO HYDRANT ARE RESTRAINED WITH APPROVED JOINT RESTRAINT DEVICE.
C. THE CONNECTOR PIPE SHALL BE CEMENT LINED IN ACCORDANCE WITH AWWA C110 -ANSI A214.
D. THE CONNECTOR PIPE SHALL BE DUCTILE IRON AWWA C153-ANSO A21.53 AND POSITIONED BETWEEN THE FIRE
HYDRANT AND GATE VALVE.
E. HYDRANT BREAKAWAY FLANGE SHOULD BE LOCATED NO MORE THAN 6" ABOVE FINISHED GRADE AND NOT BELOW
FINISHED GRADE.
F. HYDRANT AND VALVE LOCATION SHALL BE COORDINATED WITH VDOT.
BREAKAWAY FLANGE
(SEE NOTE E)
FINISHED
GRADE
WEEP HOLE
V-6" MIN.
T-0" MAX.
.o.
- o: .
4' MIN. VALVE BOX-
M.J. INLET
/-OPTION 2
FINISHED
GRADE
-M.J. GATE VALVE
HYDRANT TEE
ZHYDRANTTHRUST
� to
A - 9.5"
OPTION 1
11-114 °
812
1 FT-' 1 1
1
1
1
1
1
22-112
1653
1 FT-' 1 1
1
1
1
2
1
45-
3247
1 FT 2 2 1 1
1
1
1
4
1
go.
59.4
2 FT 49 1 3 E 1
1
1
2
6
1
PL UC
4239
1 FT 2 2 � 1
1
1
1
4
1
8 ..
11-114"
22-112 °
45'
900
PL U67536
12"
11-114-
22-112°
45 ®
1444 1 FT? 1 1 1
293.9 1 FT 2 2 I 1
57.3 2 FT 2! 3 1
106656 3 FT-- 6 � 1
I
2 FT" 4 E 1
3248 1 FT? 1 2 E 1
6612 2 FT-' 4 1 1
I
12988 3 FT? 7 i 1
1
1
1
2
1
1
1
2
1
1
1
2
1
1
1
2
1
1
2
3
2
1
2
3
2
3
6
11
8
3
7
13
1
1
1
2
1
1
1
2
90,
23976 6 FT 2 12 E 2
3
3
6
24
3
FAL UC
16956 4 FT? 9 1
2
2
4
17
2
16"
11-11.4 °
5775 2 FT 2 3 1
1
1
2
6
1
22-112°
11756 3 FT2 6 1
2
1
3
12
1
45-
E
23190 6 FT 2 12 f 2
3
3
6
23
3
4C °
42624 11 FT 2 22 ! 3
6
6
11
4.3
4
PL UC
30144 B FT 2 15 1 2
i
4
4
8
30
3
BASED ON TEST PRESSURE OF 150 PSI
NOTE,'
REACTION BEARING AREAS ARE .IN SCUARE FEET MEASURED IN A VERTICAL PLANE IN THE TRENCH SIDE
8 AT AN ANGLE OF 90 ° TO THE THRUST VEC TOP.
6
USE 6"'-90 ° BEND VALUE FOR HYDRANTS FOR .ADDITIONAL SAFETY.
OPTION 1: IF GRADE ADJUSTMENT IS NOT REQUIRED:
A. CONNECTOR PIPE MAYBE APPROVED D.I. OR P.V.C. PIPE.
B. IF ALL JOINTS FROM HYDRANT TEE TO HYDRANT ARE RESTRAINED WITH APPROVED JOINT RESTRAINT DEVICE
THRUST BLOCKING BEHIND HYDRANT NOT REQUIRED.
OPTION 2: IF GRADE ADJUSTMENT IS REQUIRED:
A. THE CONNECTOR PIPE SHALL BE OF THE OFFSET DESIGN SO THAT THE FIRE HYDRANT CAN BE ADJUSTED TO
ENSURE PLACEMENT AT THE PROPER GRADE. WHEN THE CONNECTOR PIPE IS THE OFFSET DESIGN IT SHALL HAVE
AN ANCHORING FEATURE AT BOTH ENDS SO THAT WHEN USED WITH M.J. SPLIT GLANDS A RESTRAINED JOINT IS
PROVIDED.
B. ALL JOINTS FROM HYDRANT TEE TO HYDRANT ARE RESTRAINED WITH APPROVED JOINT RESTRAINT DEVICE.
C. THE CONNECTOR PIPE SHALL BE CEMENT LINED IN ACCORDANCE WITH AWWA C110 -ANSI A214.
D. THE CONNECTOR PIPE SHALL BE DUCTILE IRON AWWA C153-ANSO A21.53 AND POSITIONED BETWEEN THE FIRE
HYDRANT AND GATE VALVE.
E. HYDRANT BREAKAWAY FLANGE SHOULD BE LOCATED NO MORE THAN 6" ABOVE FINISHED GRADE AND NOT BELOW
FINISHED GRADE.
F. HYDRANT AND VALVE LOCATION SHALL BE COORDINATED WITH VDOT.
BREAKAWAY FLANGE
(SEE NOTE E)
FINISHED
GRADE
WEEP HOLE
V-6" MIN.
T-0" MAX.
.o.
- o: .
4' MIN. VALVE BOX-
M.J. INLET
/-OPTION 2
FINISHED
GRADE
-M.J. GATE VALVE
HYDRANT TEE
ZHYDRANTTHRUST
� to
A - 9.5"
OPTION 1
WATER THRUST
BLOCKING (SEE NOTE B)
#57 STONE
MAIN BLOCK
CAUTION: (1/2 CU. YD.)
6"x6" OR 6"x12" OFFSET W/ M.J. SPLIT GLANDS
DO NOT BLOCK WEEP
(ROTATE TO FINAL GRADE). USE PRODUCT AS
HOLE WITH CONCRETE,
MANUFACTURED BY ASSURED FLOW SALES, INC.
PLACE STONE OVER
(GRADELOK OFFSET GLAND) OR APPROVED EQUAL.
WEEP HOLE AREA.
NOTE:
46.5"
WHEN A HYDRANT TEE IS USED,
...................................................
................. NEE ED
TO RESTRAIN VALVE TO TEE.
NO SCALE
4' BOLLARD (SEE DETAIL) 6,
6
/ 4.25'
•-3' MIN CLEAR SPACE
g 1 I
\ / HYDRANT
\ _ O
FIRE HYDRANT BOLLARD LAYOUT
NO SCALE
FIELD ADJUSTMENT INSTRUCTIONS
1. REMOVE THE BODY FROM THE TOP OF THE
INDICATOR POST ASSEMBLY.
2. CUT THE REQUIRED LENGTH OFF THE BOTTOM OF
THE STANDPIPE FOR THE GROUND LINE TO MATCH
UP WITH STANDPIPE GROUND LINE MARK.
3. CUT THE 1" SQ. EXTENSION AT A DISTANCE OF 9"
ABOVE THE TOP OF THE STANDPIPE.
4. SET THE "OPEN" AND "SHUT" TARGETS FOR THE
APPROPRIATE VALVE SIZE.
5. RE -ATTACH THE BODY TO THE TOP OF THE
INDICATOR POST ASSEMBLY.
6. ALL POST INDICATOR VALVES SHALL BE INSTALLED
WITH AN ELECTRONIC UL LISTED TAMPER SWITCH.
7. THERE SHALL BE 36" OF UNOBSTRUCTED
CLEARANCE AROUND THE PERIMETER OF ALL
POST INDICATOR VALVES.
SHUT
PADLOCK O°
0
36"
4 -ft
MINIMUM
1y4" SQ.
6" DIAMETER
TAMPER SWITCH
(SEE INSET)
BODY
STANDPIPE
(PAINTED RED)
-STANDPIPE GROUND LINE MARK
GROUND LINE OR
FINISHED GRADE
STANDPIPE
(PAINTED BLACK)
5Y$„
12"
DIAMETER
POST INDICATOR VALVE
PIPE BEDDED IN SAND, GRANULAR MATERIAL OR GRADED GRAVEL TO THE
DEPTH OF 1/2 PIPE DIAMETER, 4" MIN. JOB EXCAVATED MATERIAL
COMPACTED TO 4" ABOVE TOP OF PIPE. (APPROX. 95% STANDARD
PROCTOR, AASHTO T-99)
NOTE: ENCASE PVC SANITARY
SEWER PIPES GREATER THAN
12' IN DEPTH WITH 1 SQUARE
FOOT OF #57 STONE.
ALL PVC PIPE
PIPE LAYING CONDITIONS
NO SCALE
ALL MATERIAL BETWEEN THESE LIMITS
+18" TO BE DUCTILE IRON. +18" DTHER SIDE. +18"
45 • BENDPROPOSED
7'-0" MIN. 145 ° BEND
PIPE
a
3'- 0" 0. D. 3'- 0"
l '-6" MIN.
45' BEND 45' BEND
NOTE.- USE RESTRAINED JOINTS ON 45" VERTICAL BENDS.
TYPICAL METHOD of
ADJUSTING WATER LINES
NO SCALE
20„
1" SQUARE 9., (7" MIN.)
EXTENSION (10" MAX.)
if
STANDPIPE
GROUND LINE OR
FINISHED GRADE
:III_
I
POST INDICATOR ASSEMBLY
WITH BODY REMOVED
TO RISER ROOM
evoQ4 METER
b
FLANGE
r- COUPLING
/j AIaAIyrER
a '
a . d -. a • a a
4m
�g d
ICY
OUT
CEJ 5,_6„
- ry -, D.-
OR
��mmmm_mman
® a------------- F
11
Al
STEPS CENTERED � f sump
TO VAULT LENG rT I L ; < -
a d - a• •. a :a _ a s d -a
10'-011
A -A
ACCESS DOORS TO BE 36" x 36" ALUMINUM
WITH LIFT SPRINGS AND SLAM LOCK
MECHANISM. ALL HARDWARE
MANUFACTURED OF STAINLESS STEEL. USE
U.S. FOUNDRY APS 300, OR APPROVED EQUAL,
6'--0" MIN
7'-0" M.A.X.
6"
ACCESS DOOR
CENTERED TO
VAULT LENGTH
k,
TEST CONNECTION
6" evoQ4 - INSTALL 6"k4" TAPPING SLEEVE
W/ BLIND FLANGE
8" evoQ4 - INSTALL 8"x4" TAPPING SLEEVE
tlI11FLA3IYTG�Y�B1
ACCESS DOOR WITH BRACKET
FOR RADIO TRANSMITTER MODULE,
SEE GS0-1 FOR DOOR DE'T'AIL.
13
HINGED SIDE
OF DOOM I 1 -1
_ Imo„
n TT P
TOP 1'O BE A SEPARATE I
UNIT FROM THE VAULT
4 STEPS
49144, _
d }24„ tl
AW A
SUMP BASIN -
1.2" SQUARE
BY 1.2" DEEP
SECTIO A -A SECTION �-�
L7IMENSI®NS
LETTER 16"evoQ4
8" evo 4
A - 9.5"
5.5„
-
16"--...-....
---r8°._.....
C
10.5"
11.5"
D
18"
18„
I E
18,:
20:,
F
46.5"
49.5"
G
�89�97�97"
1. DO NOT CONSTRUCT VAULTS IN LOAD TEARING AREAS.
2. VAULT WALLS, TOPS AND FI..00RS SHALL BE MANUFACTURED OF
REINFORCED CONCRETE PANELS, OR POURER CONCRETE FLOOR,
BLOCK WALLS AND REINFORCED PRECAST CONCRETE TOP,
3. IF BLOCK WALLS ARE USED, 'OUTSIDE OF WALLS SHALL BE COATED
WITH THORO-SEAL, OR APPROVED EQUAL.
4. INSTALL A 2" .ELECTRIC'. SUMP PUMP AND PIPE TO OUTSIDE OF VAULT
A 4" GRAVI'T`Y DRAIN CAN BE USED IF THERE IS SUFFICENT RELIEF
FOR DRAINAGE.
5. BY-PASS LINE IS THE SAFE SIZE AS THE METER AND MUST BE
FURNISHED BY THE CITY OF GREENSBORO,
CITY Off' GREENSBORO dee � 8" evoQ4 METER
INST.ALLATION
WATER RESOURCES DEPT. W/RY_P'ASS
t���e�f lrlr, •1
ID
Ir RTIOJ
CONSYNCN
rn E
0 0
� 0
N C (n
U 0 z
z E w
Lu 0 p
H 0
aW U
U
~� o �
�LL(Dr1i _ Lu
ao-o z >
Lu 0 Lu
�O a�1O > a
C7 00In
} U
z Z cn U u O
3: w + X Q U) U
< LLJ W � z 0 c
+� O
0 129 � U) z
_ -y o > O z
~ � M ~' O
� O w U
�M } a 0
N M �
J
k.0 w w
00 H J
C7
Lu
a-
0 0
w
w
rn
Lu
CD
(V
e0
0
DATE
06/26/2019
DRAWN BY
1. MOORE
• DESIGNED BY
• 1. MOORE
• CHECKED BY
• 1. MATEY
• • SCALE
• NO SCALE
W
am
z
W
U
z
0 0
Ln
N H
rl
I
U � z
O o J
U
LU 1.-q
�a
z (�
F ---
LU o W
U z 0
H 0
J
Q
00
0
J J
L.e
0
Q 0 O D
LL
U J
_ Ul c9
�z
0 0 W
W
ce
V
X
M�
W
JOB NO.
42407
SHEET NO.
C-539
O
U
C
�a
�0
o of
(D
2 z
00
�2i
0
m
0
s= 0
m 0
a o
0 0
z 0
0�
Q
� 0
o
� 0
Q�
2'§
Q
2
0 N
U O

5511„,x--,.�r��� 1 LS
4�r"'��
1,
AL
1, vw 5 MIME
L -
Toff 4w aP At QW
Ts
N"
.
OON�
l8Fzl�°Tint,
TAP PLUG' AND INSTALL A
PERMANANT BLOW -TIFF
COPPER LINE
CURB STOP IN
METER BOX
CUL —DE—SA C
SET METER BOXES
2' OFFSET FACE OF CURB
BL ON --OFF ,STZ'.TNO
2 " MAIN 3/4' COPPER
4 " MAIN 1 " COPPER
Fi " MAIN i 1---1/2" COPPER
B" MA IN 2 " COPPER
.SET METER BOXES
AT RISHT-OF-iWA] Y
NOTE'
INSTALL "L " OR 90 e BENCH LOOKING UP IN METER BOX (TO COPPER).
ST,4JVVARV WATER LINE BLOW S TD. NO:
OFF T
t���e�f lrlrr�l
ti O r0�5SIp;U.'9
F6RJ
m E
C) O
lzr u
r, vi
N O
O
z E
LU o E O
~� C=7
Q W Ln �
U
0w o
ceLLrri
_
QO —o
cl-
S
IX- o >
(D CO LL
z Z M U
WQ Q
�
W a) L L Z
O
_ -yo
a N
ceO
M
� J
W
00 �
U)
z
LL
O
U
W
z >
O w
a �
� O
U) U
0 c
z
O z
U
> O
U
LU 0
ry
O
LL
J
H
ry
LL
a-
0 0
LL
U)
>
LL
LL O
N
Q
0
DATE
06/26/2019
DRAWN BY
1. MOORE
DESIGNED BY
1. MOORE
CHECKED BY
1. MATEY
SCALE
NO SCALE
w
z
w
U
z
O
N H
U � z
O
LU U
2
LU H 0 w
U z 0
� 0
J }
Q }
Z H
JO 0 J
L.L F--1
0
Q C) F--
00Z)
U J
cD
0 �z
0w
w
ne
CD
X
J
r
JOB NO.
42407
SHEET NO.
C-540
0
U
C
N
O
QD
N
0
2-
Z)
Q
0
0
m
C
Q
0
O
s
3
�a
Z)O
o()f
cD
°Z
�O
o�
�o
0-o
O=
ZN
O
2Q
�x
o
0
Q
.§
CL
a)c:
U O
N O
4% U
L O

L
16"
DRIVEWAY #1
(SIGNALIZED INTERSECTION)
DRIVEWAY #2
(SIGNALIZED INTERSECTION)
NCDOT
PROJECT U -D 8IBANING DRIVEWAY NNALIZED) DISTURBED AREA: 231.20 AC
(BY OTHERS) I GUARD HOUSE
I (720 SF)
I I I n I I I
Iris;; _ - — •
CD
- �•,. 1111111 �IIIIIIIII11111N NI11111111 �' Illllilllllllllllllllllll Illllllllllllllllllllllllllllllllill !! 1111111111111111111;illlllllllllll111111111111111111`I�illllll@1111n ��� '°%, '��
- - - - - - - - - - - --- - - - - - - - - - - - - - ■_ `�
■ �
• - _ _ elm ��i" - i� • _ •• __�.
cl-
E. is
•Lu
Lu
' - • • • ! : ■■ 11111 1111 IIIIIIII I ��ill!lii�l �IIIIII' !�illllllll:�� IIIIII� JIIIIIIIIIE 111111111111, Ilhllll 11�1�11111 f :� :�:_: " '� - .., •
• • . ��� ■== =�'======' �r__ 1 = :-F ��i = ===I 11 no==== -- -=_n�1= --_� ----------_ ule�ru• . 11 uuuuu■•N uta ■w_■. ■a._■ ■►� i 1, i •
// I •,_ _� __ _
.r .. .�� , , •
W Ln
i
(1,848S., STORM DRAINAGE
�CI _ ..
-0 1 Ln
■■■■___w ■■■umo_r_�i ■■■v■i�mu_■■ ■__■ ■w ��� ami _■
I-sa. ■�■ _■
_■ ■moi• rFUTURE ADMIN_ /
ce_ •
_ • 1
■ . •,.• .• ( s ■_ ■rte u__■ ■__■ ■rte, �� • • • air: •
Ig ,■� ■ra• ■rte_■ ■_f m r'�� \ •
� _ • �� • I • - — 1 ■ Wm ■_ u� _■ ■_ua■ • ��
_ t_ -_. .-_-_. .-_
• _. --. ._
•�771 00
• _ ! i_ a_ iw_■ ■__■ • ■_
.• • �,�—' - 1 :mom :� :�i�: :��: • : � CONTOURS SH��• (2�163
_ ■_ _Ira■ ■__■ ■_ •.
• • I- I o_ ■au ■_ _■ ■__r ■_ • •
iii / • • . ■_ ■�� W.■ ■��__„ ■__ _
I MR. a WAN OFF
•Uj� .�■ ■_ „
•
1
•--- ---
-■_ aa�_■ ■_la■■ ■moi • A� � I ■■:iu■�i■u■ui • -■ . �. - ■rte ■arc _c ■_i_■ ;'i -
• -� � _ ......... ������i������■������illlllllllll gill illlllllll IN�■ill�..11.'I III��IIIII I I�IIIIII�I r.11��.,lhllillllll �.l111�111111111111lII� � : � � _ m:. :_;�: �' �, \=� ,scm r% 'CONTROLFUTURE W O\
t���e�f lrlrr•1
.`" p ;0�5SIp;U.�9
CO jSYN .:TION
`Z �BUILDING (126,900 SF) �I` 6gp`90 / rp�� I ° \ I o QUANTITYCONTROL I DATE
0 0 j i s
l . \ �\ 0 6bbU �--o µ ✓ 85 / / / iT l 5 695 5 4 9 9 9 J J / o I r 06/26/2019
V Y' wIN9 -LOT 3 00 u j lo\ \ ��` DRAWN BY
00 ` I r / I L un I �., Z rn \ \"'T rn 6'cp - o7')d»»»>.
SCM -A OUTLET & LEVEL\ o ~ / 8 ( ! ✓ L �� I S co--00��rt O f 1 0 � l \ / ` J. MOORE
SPREADER FOR QUALITY ` ��� i ✓ / / I J / / I I ( RETURN CENTER DESIGNED BY
/ J 1 1 (60,122 SF) �,
CONTROL \ 1 \ ✓ 6g5 •
I I q
� \ � ,r, I °I , � I � / / / � � � J � � �, ) \ � ..._ $5 \ o.J ( /t' ti- .'°1 / J. MOORE
o •L � \ -- 1TITT1 � � � � % � � �., � � l� � % ✓ � i S I ° I�PAybH r / i
b.- I /\ tea, 0 BUILDING / CHECKED BY
0 -{- °-_ I % 700 700` 700 I I I (5,57¢SF) r •
o ` 6I I = =1= =1= coo I h v I \ \ S ^� F ET SERVICES I l I 6'.g� "' - co l
o ° 0 90 =1= z1=''1= - �� `" f 11 ` DRY WAREHOUSE I UILDING Ln IIt- ( ( I o 0690 I � 0 1 / ` ` ` / /� • J. MATEY
1 -r =1- =1- -I- / �FUTUR��RY WAI�EHOU%E BUILDING ( I o \ � 00____�� �X�ANSION (173,624 SF) 7757 SF) o I c T / '1 \ TRUCK DOCK COUNT TBD ( f 7 0 \ .,.- / SCALE
° °�� /(1,069,500 SF) I I Ln „ _
1 -r �_ I- a, / \ 00. ° ` / 1 -zoo
r I -� � --- J � r _ � `
I I - LOT 2 =i -i �� s _ _ —•• � J FEET SERVICES '� �Dflfli7
I - --_ =1= — ✓ / ' ✓ STAGING I \ Cppppp / 0
STORM DRAINAGE 6'�g I L / _ I
STRUCTURE 700
(TYP) > �����000 I I `9- __== I=�
16> - ^ �¢ ®
5' EXISTING & 5' PROPOSED
STORM DRAINAGE /
STRUCTURE
I J G I �� ` o moi- / J✓..r / / / I \ , // / — I I I
CONTOURS SHOWN (TYP) Lu
SCM
/ I _Ill_ _ IL�J1 -
/ / / / 1 / rn I o°9�
- - - • f
wy I I J) I
"` C I 1 - - - I� �t SCM -C OUTLET FOR r / /
���% QUANTITY CONTROL r
6g5 6uj
95. 6951 �m / 695 695 ,695 695
0 0 0 0 0 / f STORM PIPE \ a o `n `pp�� °
° ° ° 0 0 L�S�S I ( (TYP) \" \ % �9 �' dpCIO / ppODpp
°° 0 0 ° ° 0 ° U 2m
0 0 \ G`G```o ��aLl I I I I I I I;Ki I I I I I I I I I u '/ 0 '°
o -- 0 f A o I� ` I 7
0 `�- --- - - -- -- - - - - --- -- --- --- - --- - - - - - - - - - -- �� /00 l9 � SCM -C OUTLET &LEVEL
� � / 0 / � I if
SPREADER FOR QUALITY 1 Q
0 0 0 ° ° o` 7a 690 no� oou _ s / ! o r J O
1 CONTROL
0 0 J f — —�— — — — — — — — — 705 - _-- — 0u ,w., _ n°�. — _ `� oou /' 0 0 / \� w:r - `
° 0 0 0 0 0 0 -� yr ° — 7p5 70 69r I n i v + oo� / \ `' �' a o ' - \ r ( ` LNf)
uj
0 �' 0 0 / I _ /" `^ \ "` --� " FJ-JEL T NfS n0u PUBLIX T C 0 o
3 V
0
— — — •` �o I � AB'fsARINo °
0 0 " I1 0
° d/ °�°l ° °z—
Ua Q
� � � � � O H � I—I
Y w`
0 0 �0 0 f .. L DES CBY// V — ^ �� J ` , \ \ / f ~ \ , l l _ J .� J z DC Q
SCM -B OUTLET FOR 0 o SCM - B �/� !"y DOT/ m DRIVEWAY #4 i �` r '�` , 1 f " \ s, ` / / /
I I / r I ti'`41 if
0
QU
QUANTITY CONTROL o (AUXILIARY ACCESS) W
0O °00 0 0° °
0 0
0 o0 °°° SCM -B OUTLET & LEVEL o
°° 0 SPREADER FOR QUALITY a LU O
°0° 0 °°° % A 01\ ° U
0 0 Oo CONTROL \ l 0
Q
0° 0 o C o J
QL
0
00
0 co 0 0
0
0
0
0
0
000 0
0 0 . . X T , I o° o
o 0 0 °
h
O.O. 0 0 00 0 0\nn r1. QOLL
U
LL
CD
WETLAND NOTE:
ALL OF THE NECESSARY APPROVALS HAVE BEEN
OR WILL BE OBTAINED FROM THE STATE AND
CORPS FOR ANY STREAM CROSSINGS AND
WETLAND DISTURBANCES.
tj )(DJ
�z J
0 w �
z w w
ce O
(DX
J
.i
JOB NO.
42407
SHEET NO.
C-600
0
N
U

O
L)
f
L
�
a
�iO
-0()f
°z
wo
22
0
m
E o
-_
(D
U)
�N
a o
0�
zN
z
oU)
2x
axi
� am
o
0
am 0
o '=
Q�
U
N
U �
N O
I � '
I
� I I
I I
I
I
ttttttt�rirrrlr
PlN#.0119089f
I I
�
N
T
GLORIA POOLE
I
R
DB 3207 PG 975
PB 70 PG 53
PIN#: 0119691
PIERRE A. & CAROL YN E. GORIA
I I
I I I
I I
W
o
- SEFL
C,� ��
'••
�; N
ZONING: AG
DB 2750 PG 749
I
o r PlN#: 0117421
:'P
P.:
USE: RESIDENTIAL
USE: AGRIC ZOURE/HOLTICULTURE
PlN#: 0119090 I
ni I
RY T. WEDDING TO,
M
Z REBECCA P. LOWDERMILK
DB 2333 PG 478
`�•
rrr�rririf+�t�'1
DB 4391 PG 1166
r
PlN#: 0119098 II
I
I ZONING: AG
PB 101 PG 8 I I I
ZONING: AG
DAVID THOMAS TURNER & MARY
USE: VACANT
— I
I
USE: RESIDENTIA I
T. WEDDINGTON
DB R 7355 PG 452
16" W
I I I
I I I
ZONING: AG PIN#: 0117464
USE: RESIDENTIAL NSR COMPANY, LLC
PIN#: 0117444
CALVARY BAPTIST CHURCH INC OF
rn E
UGT_ _J / / Q 16" W_
I i I
DB R 7079 PG 711
MCLEANSVILLE
of
UC
I
16" W_
I I
I I
ZONING: GO -M
I USE: RES/ASSISTED LIVING
I
DB 5726 PG 196
ZONING. AG
I
�
N c
Un
__
—�U/ 7—= -�--- —\
v�T�
65 i
__
�r II
rrrr
16" W I I I
ri —_ I I
I I� —1s(w
I
I
I
USE: INSTITUTIONAL
I
U° U)
z E
E o
z
w
_�-_`---
=>u6T=' - - - - - - \��
_UGT ' —���z - - _= - _ -
_
15" Ro°_16 _UGT -_- - _ -
_
r/
_ �_� -moi' //
_ _ _
- _ __ = i it
-
I I — —
I I I I I
I \I\1\` I I
I
X16"W�
—1s"W— _ _
v 16 W— — — — 16"W
—
'L o
= o
H -0
a LLJU Ln � (
O
_ _
RCP_
CBS CB 15' IV UGT
\
\ \
\
_ _ _ 16 W
_ - ; - _� DI —16"W _ _
_
_ _ _
_ — 16"W �, ,_-- '-
-
w LL u �
LL
w
\
IT
- T
���-----�
-_GG C
�UG7 = `s-
_��C� -
_�_-_ _ -_- -\ �� -
` DI
-, ` \ �
DI
7s,,
��16„w
_-16"W_—
16"W�
_
�_ �_ �� - �_�WGT _
—UFO— - - ' UGT-�
GT
z
>
UGT CB o
U o
_
°
-�
UGT - _ -
-ct/GT
�� - _ _
\�
- — UFO _ _
_
,�1GT—
- T
MLu
o >
O
F
T
UG, _
C ° o
°
° o
_--_
_
24" RCP UGT '_'-
24I V c
\ r
- -� t-�=-0\ < - i -
- 4 - - - �_ - l _ - - -
OHP
_ - TFO -
�� �1GT— \
_
=l�J �j,� - — UGT—
-
--� 'c / /
CB /
/
/
�o Lu
C7 m M =
z_ Z r� U
0-
p
UGT
n
0 0 , ,
- —\
CB
- _ _ -
\= _ _ UGC _�_� - %� - - i
GT- UGTf= - VGT `_
- \
UG
- \
1 RCP -I
-
_
UG �-% /
/ /
I l / /
/
/
w
Q W W Q Q
U
L0
w
U
U�o
o w
_� o o
T--\ \ GT
/ \ i
-- / UGy-- / / / /
/� / / /
/ / /
/ l
�}—
of! CC -
DC7
p
06
-
30» P_JV�
� C}B � 1 _I 18
UGC
/—
/
/ = „ SA
- �'
cn � � �
Ile
z
�
CB 15" p_
�- U — — �'
' r r r '
' '
I /
�r'
NpCC SYSTENd / /
/ / - 1 _UFO
- - -�
L �;
a
cn
,�
�
O
IV
-
-- --
\
i ' / r /
° - ' r / r /
r / OTHERS
r /
C
O
}cl�
Lu
- -_ _ -_- - o
- -
- - _/_ _ _
CB
I
�` y_ 1 AGT� T r r �' i
/ _ N_ _U -� - r_ r
I
r
/ r
/
-
�- 16„ SA�� / 1 \
_!OF / \
N M
12
_-�_- _
r
/
7- r��
j � T -
/ — UST �� -
— U O
r
GST
, / /
- - �- — UG T
_ —U/—
dN� �__
16 OF
— �- Off-
/
/ IV
/ ' 15" RCP-
J
w
00 ~
O
LL
_ fj = _ _ _
_ _ _ 36 RCP-
_
- _ _ - - - _ _ I V `
' r
r r '
/ / i- =r O A 16” SA
, r r / Z
�_ -
UFO
-� - 16_SA -UF07- /
1 f�"SAN Z UFO- —/- / / / r
//
/ /
15P -IV
-__-;___
- \-___-__
° /'CB R ' / /' i r r r �r
CP
/ / /r r 18 RG'1'-IV /
B -------_-- �-\
DI
1
�
_
° / 11
' '
''
/
/__-_-- _�_ -_---� --�_ �Lu
�—
,
__®DI / �' 1
\
L0
/I
lIl"�9N�\ //''
// I -/� '/ //! % - / / J
/ / / /
-��\� -_ -/ -__
p r - --__--_
r/
/ 1
/ CB I 1 \
\
/ -
cn ' ---
/- ar - _
- TYARD/
r 10'WID ST
_ _
/
1
>
>
// / / ' / / / // / /
0-/ /
I l \ / �_ 18" BAN /
I -L
/�
' / l / g' WIDE S
/ TREETYARD—
_ _- _ _ -- ---
- ? - - � ' -
-
- -
/, '
/^
I
Lu
/
r I
° ,
_?
NCDQI� �QX�iJLVE T \
� _ �
, _ _ _ _ _ _ , /
� r /
/
w
o
Q 0 b s PER NG�OT P
/
------
N
30' ZONE 1
I / �
1 / / , I o_ i
r 50'g LD
/ / 1 / / _ ING
J \ / / / - - - - - �9
/
-
- /
_ _
_
,
1
p
�
00
� \� �I BUFFER
I 1 /r/JII I o /
_
�/' ' / /�__ J/
_ - I _
�� r- �' ,- �' -`,_
-
--1 - _700' -
- ,
,
��
S
/
o
DATE
\ /-
/ 680 J ! r — r - ' - - _ \ _ 700 ' _ _
71/ACCESS
' J /
/;;' I
/
, , I , I I I °
675 /
69�
L �ASVMEaT - / ,
-
_ - -
/
� �
_ - ' -
- / / �
0612612019
)O'ZVN�2
\ l I I / , BUFFER
/X `
-
, /
- - - //' �°�� —
' " '
\ _---
' '
' "
° / l
I \ I o / D AROI NID '
/ / /I
l
, \
- -
/
\ '
r r' I
_
- , - - -
' � ' ' '
, / \ _ _ - -
-' \
/
J. MOORE
� \ 1 - /1 /0' \
° /�-- ! STREAM !
/ I I/I /
665
_ / / / 690/ �
/
�
,' / / -'
/ '
/ / _ �
-' /' - _' _
r - FIRE WATER TANK_
/ / \ \ _ BASE ELEV: 701.32
/'
DESIGNED BY
/
//'
- _
Z / o I ,/ j�/ / I
I / I %
I''
/ \ / I 1 , !
/ '
/
r - '
- '' / /' / /
- \ `
A -
•
J. MOORE
o II(\1 \ I I I
/ l / I 1 I , /
I I I I 1 I
/ �9 / I / A17c 1 I ��
�
/ ,'
/ /
�-
/' ,�c9
'o \ \
\ / / / , / / / c9' rn \ - - - - _
/ �
\\ �c9cS` \\
- _ - / '
•
CHECKED BY
o � 1\ \\ \ 1 /
1 \ /
, / / °
/
/ ! I I / I
I
I I / !
Egg
, / � /
� /1 ,' � // � /
\
6 J
11 l
•
J. MATEY
o///l
1 /
/
,
, ,
/ / -'" // // , ,
1
\ \
SCALE
° I/ I � / I I / I / 1-_ _ I \ I /
•
% I /
/ / /
, 6
/r
/ 6,
, � /
( I
/ \ 1 1 � -I \ � I 1
' 1 I
1" = 40'
/ � ' / / � ,' � t \ I ! \ FIRE PUMP
/
l
BUILDING -WEST-
)
of / �' /i I 1 / '
/ / / / / I
I I
Al 7a
/ ' I �� r 6' i l ,
, / /
' , /'
/ / I ,' ' l ' /
/ (FFE = 701.10)
ol
I / IE
I
/6 I� HEETIS 1Q0 S 101
O \ FOR P NQ Al DETAIL`$1� ,
/ / !
' , 1
I I I /
'
/ /
I� 4 / ��� /I�`9cr�
/' �)
S
/
\Lu
! I 1 I 1 ° \;�/ Wil/
! !
ol
W
Z
CN
o
ICD
Lu
U
f /
ISMUE OVER AND 20' /
I p/ I
o \ i
\ I I
35' DRAINAGE MAINTENANCE
/ I /
- AND UTILITY EASEMENT
�_ a
\ - - /
c_ �' \
-/
\ \ Ale 1
1
�, / / / /
/ ' '
_j
U
/ Q
U ,'
L ,
Lu
W /
\
AROUND WET�OND I I
^
I ' ' /'
\
, , /
'
/
A 1c /
30' DRAINAGE MAINTENANCE
/
/
\ ` \ /
1
15 / -
-
AND U ILITY EASEMENT
A7
I I
/ q i
I Al2
71 n �� ` r
/
I , - /
/
/ /
, ,� , , r
l l \
\
,
J /
z
°I / / /
/r / 1/ 1 /I l / /
/ �� \
\
\ A10
J
\
°0
00
1
°,�
/1i� Q
z
35' DRAINAGE MAINTENANCE
AND UTILITY EASEMENT co°j
/
/
-
- -
o
�� J
Lu
I
I
1
\
\\
,
'
/'
z
O
Ib /�
I
1 I ,/ I 1 (
\
\
1
I\� _- - _
- - //
/
'
U
Q
_ /'/
I I iLu
o '\ I
I I I / ' \ 1 '� / \ \ '
I I \� 1� \\ \\ \� \ 7�
I '
�
�
/
I `•off I /
_
1 \ \ �
\
\
--
-
�
~
1 I
`�
I I I
\
/ I \ \ \
\
\
'
A11f\
c \ /
- ' / '
1
LU
�/ III ✓,' \ / \ I
Ip I
I� /O I I 1
r \
I 1 , I I \ \ I
I \ \
, \ \ \ \ \
\
\
\ --�
�
��
,'- _----� o !
\--' �' / ^/ l
/
�
Q '
C)
I
\o
I
I \� I
1 I \ \ �\ \ \
1
\ \ I
---� '
\
Q
z
O
1 I I I
\ �Ml
/ I
\ \
- _
/�
z
/ - 1 \ ( '
/ / 1 o// I I I
/ °/ I 1
, I I I 1 I \ '
/ N
\ ) \� \ 00 \ -_ \
cy)
o� o
\
--'
\, `
/0
f L \ \ 1
/ I
\ \tn
co \
\ \
o �� '-1 \--
Q
IL
z
I\ \ \ \
I�
I
_ ,
___
(5)
,_ �, _
co
Ern'
!
A5g/
U
J_
\ \ \I I
\ \ I o
11 I
°
I
\ - \
^ \ \
' /
- - '
'
_
(
\ 1 I 111 I \ I
I I o/ 1 \ I
a \.\ I I I 1
I
I I I
II I °°I II 1
\ \
\ \ \ I \
\
\\ 69s ---\ (_ \ \ \\
\ \
\ \
\ 1
\ \ \
-
�� __-' ,' '
� co
- -
\, �___ ' '
I
F_
Q
I 1
\ \ \
\ J
�/'
__-�
\
-�\
'
-- -
0
Lu\°
'
\ \
�\\ \� �� \
\
\
\-
-- - /' /
\ /
i
\
- ^\
\ I � \ '\ \ �
\ \
I \
'
\ �
/
Ilill\°
\
o I \ \
\ CSJ \
\ I c� \ \
\
\ \ \ \ \ \
_-
\ \
Al
\o
`
-
I 1 0
° I \ \ o
DMUE Ll W
I
I I
I co 1 cfl co
\
BACK C B-
\\\ , 1 1 1
I\
co
o
I\
\ \ \
1 III 11I I I � \ J
I I I I I 1
° \I
\
A 8 \ �
\
\ � \ �C LE 1 "=40'CD-
\ SDI
I / I 1
\ +\
�I I\ I� ! J / / 1 1 I `
1
I`D\ ,Q, / / , / I
\ °
\I \ o� I
\ \ I \
1 b\ `4Q 80
1
1 \-
\\° \ I
\\
I\-1 1
\
�� \ \ , ,-� �\
\ �^ I (,/
\ \o
\
-- -- "/'-'-
--- --
_-'^
--
JOB NO.
ol
I
\
\ \I \ \ \
\ \\ \\ \\ \ \ \ MATCHLINE
42407°
SHEET C-6,05
\\
-
- -
,
SHEET NO.
°
o
\\
I \ \
1
\\ 11 \I
\\ \ \
I
I
-
1
/ - _ / ' , A7a
' S" PVC ROOF IN
, -
'
A5
C-601
PE----
'
�
a
�iO
-0()f
°z
wo
22
0
m
E o
-_
(D
U)
�N
a o
0�
zN
z
oU)
2x
axi
� am
o
0
am 0
o '=
Q�
U
N
U �
N O

L
i
PlN#: 0117444
CALVARY BAPTIST CHURCH INC OF
MCLEANSVILLE ••,+�'� eG ��Of
d D8 5726 PG 196 — — 16" W — — • 9 .... '
J ZONING G_ — 16'W 16"W— — _ OHU +.`" Q.;O� SSIp;U.7 9
PlN#: 0117421
------USE.- INSITUTI� 116„ w —OH - FOS - UFO - UF—UFO
FOPOTFLOR J
REBECCA P. LOWDERMILK — —� fJc r J - �1�T_ = — - ,
DB 2333 PG 478 16" w — - — —OHU _ —tiG} - - - - - =--_- - - - - - - F� -
ZONING: AG 6 W _ — —OHU _ _ _ - - Cry= _ - - - - ' C Ot C� T 10 N
USE: VACANT ----------
16"_
— — W — - - - - - _ UCS' — - .,�? S .,UI....
IL
N ROA � — 16"w - -- ,��.-- - -� \ h- ,,Soo
O _ _ __ - -
�
g URL I NG T qq 16" W — - - - - - -- - - - - T5'r RCP -IV CB — — UGT--UGT
GHWAy -rp-/-1 16"w— -� 8_ _ UT A— = 15 R P -IV CB — - — —UGr— - — SAN— — - 16"SAN—
U, S. HI , — 16" W —� _ - - — UGT—_ — U CB - — �_ 16" >
PUBLIC R/W VARIES 60 — _ — _ - — -- — `n GT_�_= - = - - - 15" RCP -IV — - — - = — N =— —UFO — E
MAIN R/W (NIIN.) — — — — 16" W _ - = - _= - u �r= — _ _ - cB I - - - - - - - - _ _ _ _ v - —UGrT 16" SAN = uGr — 16" sA � o
C)
MAJ --16"w _-- —U - I _ —UGT— --—UF ��' ' v o
— — 16" W— — — �_� _ _ —UGr— I — —UGC— – — —UFO — i z E ce
— — U T� UGTy I —U _= _ + �_ 16"S _ OF i o E M Lu
— 16" w — - - - TORM SYSTEM _ - - - - - - _ - _ w L + O
— — - - —UGT � UGT— I —UGT - _ '—UFO — (BY OTHERS) _ - - - - _ - - - - - - - - - - S H 0 i = �
v - - - -
- I sUGT , — UGr �7 – I �- — – —TUFO i , - 15' -RCP -IV 15" RCP -IV _ _ _ _ Q W c O
'�1Gr UGr— / 7' �' =_ -- TUFO— - CB__ _---------- __--� f - LL o
Gr / /CLu
S / / 7 / i - �- 6 - — —UFO — _ - ' , , _ _ CB - - - - - - - - - - - - -_-_ _ - , T- / H
l —U = — —UFO - - _ _ _ _ - - - - - - - - _ - �_ CB _ _ _ _ _ - - ���10�WIaESTiR€ETYARD I I/ I w O M o 0 >
/ - I \ 1 Lu
0-0 Lu
U s- 16_SA UFO — \ - _ - _ _ _ _ _ _ = _ -_ -_ - - _� �— I \ I\ I I \ \ I LU
z_ umi M U
/ O _ _ _ \ \ \ \ I _ � W X Q L0
—UF \ - \ LLJW Lu
U
0 06
fJFO
-_30' DRAINAGE MAINTENANCE \ / / , - —� \ 0 C7 cn }
�'- UFa— Y / - - - - _ _ _ - _ — _ - - - - - - - AND UTILITY EASEMENT I \ \ \ \ / �� —� \ \ �,c_n Z z
" SA _
1 - CSS ,50' BUILDING SETBACK \ \ \ H -y o > O
\ 15� \RCP - - - - - - - / TYARD — - _ \
\ -IV CB / -- -- —� 10' WIDE STREE i / / \ / - r \ \ \ ` N a'
Lu
' / / / / N \ \ \ NCDOT 18" RCP CULVERT _ i / \ \ I \ M a'
_j O
/ / I \ I / / 1 Ora = 4.8 cfs (PER NCDOT-PLANS) \ \ \ 1O w w
00
_ __ / , I / \ , _ _ 1 \. I / \ — _ 720 / \
- - - - % / / / I \ I / \ Alk 1 \ / \ I / C10 - / i / \ \ - \ ,
/
DI / / / 5 BUI�.DING SETBACK \ \ \ \ \ \\ I / �1U_ 711 \ \ / , ' / \\ \ \ \ \ _ - \ a
_ \ w
715 �
/ /
\ ' / —� — I 45' DRAINAGE MAINTENANCE
AND UTILITY EASEMENT- \ % \ 1 / / ` � �
Lo
D5i \ - w
\ - I / \ \ I 705 ` \
Lu
\Alm Q
I
720 oo \ \ o
I 1
r 715 \ II I Dab DATE
06/26/2019
710 Dia
\ \ l I 710
I c Q \ \ l DRAWN BY
' 705—
''''Alb
/I Il ,I // /l / /l I // G G G \ \ \ \ \ 3 \ \ \% \ - - - _ _ - - - v ' _ / / \ \\ \ 1\ /_I I / DESIGNED BY
J. MOORE
/ ' I / / / ' \ \ \ \ \ -\ \ \ \ / I • CHECKED BY
J. MATEY
ATS BUILDING - NORT1 \ \ \ \ I \
(FFE = 701.10) \ \ \ \ \ O \ - - - - _ - _ _ _ _ _ - - - \ 11 I • SCALE
I � / \ \ \ � \ � 700 � • 1" — 40'
\ - '
FIREPUMP _ - - - - - \ I \ I I I 1 \ \
/ \ , 71 Q / BUILDING -EAST
M D / / \ I - - - - - - /' ' �/ ' �' / / / / / / / / \ \ \ \ I O \ (FFE=701.33) \ I I \ 1 \ \
M
C7 ' / \ \ \ 1 25' DRAINAGE MAINTENANCE / \ _ _ _ I - _ \ W
30' DRAINAGE MAINTENANCE \ - ' ' / '' / ' / ' ' / // \ \ 1 1 I \ - - \ - \ \ I \ \ I \
(� � I / AND UTILITY EASEMENT \ \ I \ I
/ ,j AND UTILITY EASEMENT
[/ z / \ \ / / / 1 D5 \ \ I \ D7 I \
M A \ \ \ _ _ — Al / 'r / / / / / / I ( \ D2 \ �� / D4 \ \ D6 \
1107
s9/ / / 1 \ \ \ ---' 1 \ 1 \ / \ W
Ale ,' '6� --- ,�' �9� / I \ — — — ----' —_ I 699 \ \ \ 1 I \ \ g99 /
6g9 699 \ I \ 1 I \ v
II
0
LLI CD
_ILLI \ I w J
/ \ 3a \ — — 9 Ala (DD gm /NN / ( / \ \ \ cn U co z
/ 700 , _ _ — — _ 700 700 700 \ ,_q
C5 Lu
15" PVC ROOD DRAIN I 1 z 1— ~
COLLECTOR/@ 1.00% SLOPE
' I ' ' / -- J
5" ROOF DRIN1VG
' COLL�CTa -4.00%SLOPE I / r
_ / / _ _ ...» ..... » ..... » . » ................ 15".PVC RAQF. DRAIN , / / , ' , 1 \ J , Q
COLLECTOR @ 1.00% SLOPE / /15" PVC ROOF DRAIN ' / _ ..................... \' ...... ..... .... \ \
COLLECTOR ar7 1100% SLOPE / / / / ' _ AND RECEIVING DOCK \ \ \ Q
0C00
z z
/ r M
LL5g zU
- _ - _ - _ _REF GFRAYED z
-'' --RFIGEF�AT�D_ _ - \
\ / / / / _
-� /\ /---- U�/AEHOUE WAREHOUSE'--- z W
_
,(FFA ,704.65 \ \ \ '' '' '' / (FFE = 704.657 \
Y"FREEZER
/' \ 1\\\\ 1\ \\\ ............ ./ / .!.' ,'' / /' I ,' FREEZER / /' '' /'' / _ - 54"-DOCKS)
A5,e /_---/ / ,' /' / ,' / / /\\\\\ \ / \\ // // // ,/ / ,/ ,' �' PRODUCE \\-�\ \ �� X
COOLEk
00
0 - - SCXL-E_140
JOB NO.
MTCHLINE '' / ' / / ' / / ,' , / \ \ \ / / 1 42407
/ / , / , / _ SHEET NO.
�HEET C-600 / / / / / / / / / / / , / — — — , \ \ 1 / / / I
A5 �l\/I I I II \I I 1 II \ \\ \I \ \\ I \\ I 11 /' / / / I , / , , / /' , //' -_ --/�-\ \ \\ �'' I C-602
0
N
U
C
0
U)
m
t
3
ar
0
a
C
CL
0
0
0
m
t
m
m
a
E
`o
a�
O
t
3
N d
5O
o()f
C7
N z
00
22
0
m 0
�U)
m N
a o
0�
.
c') 3:
z
O 2
2 a
axi
� o
o
0
N
0
2'§
CL
N m
U �
N O
t j
720
—
---
/ ' I / / / ' \ \ \ \ \ -\ \ \ \ / I • CHECKED BY
J. MATEY
ATS BUILDING - NORT1 \ \ \ \ I \
(FFE = 701.10) \ \ \ \ \ O \ - - - - _ - _ _ _ _ _ - - - \ 11 I • SCALE
I � / \ \ \ � \ � 700 � • 1" — 40'
\ - '
FIREPUMP _ - - - - - \ I \ I I I 1 \ \
/ \ , 71 Q / BUILDING -EAST
M D / / \ I - - - - - - /' ' �/ ' �' / / / / / / / / \ \ \ \ I O \ (FFE=701.33) \ I I \ 1 \ \
M
C7 ' / \ \ \ 1 25' DRAINAGE MAINTENANCE / \ _ _ _ I - _ \ W
30' DRAINAGE MAINTENANCE \ - ' ' / '' / ' / ' ' / // \ \ 1 1 I \ - - \ - \ \ I \ \ I \
(� � I / AND UTILITY EASEMENT \ \ I \ I
/ ,j AND UTILITY EASEMENT
[/ z / \ \ / / / 1 D5 \ \ I \ D7 I \
M A \ \ \ _ _ — Al / 'r / / / / / / I ( \ D2 \ �� / D4 \ \ D6 \
1107
s9/ / / 1 \ \ \ ---' 1 \ 1 \ / \ W
Ale ,' '6� --- ,�' �9� / I \ — — — ----' —_ I 699 \ \ \ 1 I \ \ g99 /
6g9 699 \ I \ 1 I \ v
II
0
LLI CD
_ILLI \ I w J
/ \ 3a \ — — 9 Ala (DD gm /NN / ( / \ \ \ cn U co z
/ 700 , _ _ — — _ 700 700 700 \ ,_q
C5 Lu
15" PVC ROOD DRAIN I 1 z 1— ~
COLLECTOR/@ 1.00% SLOPE
' I ' ' / -- J
5" ROOF DRIN1VG
' COLL�CTa -4.00%SLOPE I / r
_ / / _ _ ...» ..... » ..... » . » ................ 15".PVC RAQF. DRAIN , / / , ' , 1 \ J , Q
COLLECTOR @ 1.00% SLOPE / /15" PVC ROOF DRAIN ' / _ ..................... \' ...... ..... .... \ \
COLLECTOR ar7 1100% SLOPE / / / / ' _ AND RECEIVING DOCK \ \ \ Q
0C00
z z
/ r M
LL5g zU
- _ - _ - _ _REF GFRAYED z
-'' --RFIGEF�AT�D_ _ - \
\ / / / / _
-� /\ /---- U�/AEHOUE WAREHOUSE'--- z W
_
,(FFA ,704.65 \ \ \ '' '' '' / (FFE = 704.657 \
Y"FREEZER
/' \ 1\\\\ 1\ \\\ ............ ./ / .!.' ,'' / /' I ,' FREEZER / /' '' /'' / _ - 54"-DOCKS)
A5,e /_---/ / ,' /' / ,' / / /\\\\\ \ / \\ // // // ,/ / ,/ ,' �' PRODUCE \\-�\ \ �� X
COOLEk
00
0 - - SCXL-E_140
JOB NO.
MTCHLINE '' / ' / / ' / / ,' , / \ \ \ / / 1 42407
/ / , / , / _ SHEET NO.
�HEET C-600 / / / / / / / / / / / , / — — — , \ \ 1 / / / I
A5 �l\/I I I II \I I 1 II \ \\ \I \ \\ I \\ I 11 /' / / / I , / , , / /' , //' -_ --/�-\ \ \\ �'' I C-602
0
N
U
C
0
U)
m
t
3
ar
0
a
C
CL
0
0
0
m
t
m
m
a
E
`o
a�
O
t
3
N d
5O
o()f
C7
N z
00
22
0
m 0
�U)
m N
a o
0�
.
c') 3:
z
O 2
2 a
axi
� o
o
0
N
0
2'§
CL
N m
U �
N O
t j

2
00
0
0
m
Q
rn
0
0
0
a
0
a
L_
/ I = PIN#.- 0117465 PIN#: 0117466 1 PIN#: 0117467 I
SOUTHERN NET -INC _ SOUTHERN C PIN#.- 0117468 1
MORRIS PHILIP ALLISON,' I PlN#: 0117470
C7 - DB 344?�c R*4- 442 P 5 MORRIS PHILIPALLISON,- PIN#: 0117469
-
PB --,21 Z� _ _ �C 2�G _ _ SARA LYN SZOSTAK I SARA LYN SZOSTAK MORRIS PHILIP ALLISON, MORRIS PHILIP ALLISON; 1
/ 16" _-ZDNI�IG: F750 - - - �O�(L]VG 0_ SARA LYNSZOSTAK .+' G� 1,
DB 3442 PG 815 SARA LYN SZOSTAK t '+r
PlN#:0117472 ,+ +
SE.-BfV. RE£TRlGFED -ZSE.- DfV.-k� DB 3442 PG 815
- - - - - - - - - - - - - - - - - _ _ _ _ = _ _ ���21 PG 15�� - - - DB 3442 PG 815 �� CE7 ,
_ _ DB 3442 PG 815 MORRIS PHILIP ALLISON, PlN#: 0117471 .•` 1a '
HU _ _ -_ _ _ -_ -_ - - - - _ _ __ - - - _ PB21 PG 15 SARA LYN SZOSTAK : • ' y
_ _ _ _ _ _ _ _ _ _ -ZONING.�4S-40 PB 21 PG 15 ORRIS PHILIP ALLISON, ;
_ PB 21 PG 15 p� �i!••. 9
UFO _ _ *JSE: �E9D_lT-0 - ZONING: RS 40 _ _ ZONING: RS -40
UFO — O W — - - _ _ - - _ - - - _ _ _-_- - - USE: RESIDENTIAL ZONING: RS -40 _ _- _ _ _ _ _ I D PB 21 PG 15 5 J
SARA LYN SZOSTAK
F� OHU — d CB - _ = _ -USE- RESIDE/ TIAL _ _ - _ -= 11SE_RES�DENFIAL - TEF • -
DB 3442 PG 815
- -577� :z: -_L_ _ _ __ __ _ _PB 21 PG 15
_77::J _ L = _ - _ RESIDENTIAL
I ZONING. RS 40 �-
CB _ 7 i7_7- - _ - - - I USE: RESIDENTIAL 1 1 C �+ ! C: L N
\ CBS
- _ _ I I ,, �s scoff
j UFO— _ _ _
UFO-�\ - - FO— - CB - - - - — — - _� a_ rr`�rruif+�`''�
�6T �U T= \\ �\ �\ \ —UFO—- \ =UFO =� �-----------------
I
SAN — \ �U��' SAN 1n , NCDOT STORM \ - \ —UFO_ - 16„ _ - - - - - -
�� (BY OTHERS) \ I —� \ _ —UFO \ _ UFO—
T�� RCS tV W UG
O —
' i 16" SAN — — _UF( - GT - -nJGT — UFO - E
i — — - - - —UGT — \ —UFO-� {- I5�\ R �- C) o
—�AN� ---�- 16"SAN VF� / ' � \\ \\ J \ \ z E Z
-IV\ \ w
CB \ \ o E O
-- - - - -
- --- - Lu
Z ,----_-_-_- -_--_ _ 15" RCP -IV CB 15" RCP -IV - �_ 16" —/ �� / J \ \ \ = o
_--_ -� — - \ --- '' / /� —� — -_ ______---_-_ CCB �\ CB N — �_ —SAN= FO ,` — —UFO— ' / // // / �Lu � O
1 - - T , \ / , \ 15 RCP -IV �- 1 SAN — —U / o LL o
\ \ \ \ /, / \ \ \ —\— �_ \ CB \ 15 OF r"J Lu
/ UFO / — QO�o = z >
WIDE STREETYARD �-7 URL1) VGA -IV \ o w
� �� VV ��C-J/�Q /�
_ M
�LLA Q)LL z w
\ / /
BUIL� SETBACK
U O
50' DI
z °�
N
720 \ \ \ I 18" PVC DRAINAGE,'
I BASIN W/ H-20 GRATA 0 w OU
715' TOP: 705'50 / / I / M } cil 12
I \ I I \ c^o \ INV OUT; 102.00 / I I / / J O
1,0 Lu ILL
D15 \EMMA
0150 _ _D1aq D15s \ �Dl 5u 15 33 I / 04 �>73 >7,) >77 77 \ 1 >0 I I 1— I // D35 / �-- / D37 / 0-
I 1� >< V)
- \ \ \ \ I \ - - I \ I I / / ♦/ / 06, 10" PVC I \ \ I
Lu
@1.00%MIN / I I/ / \ cil
GUARD;3UfLDING
(FFE= 706.50) w / I \ \ N
Qa 4rSTORM Df2AIN� ' o
I
/ 1 \
/(SEEPLUMBIN -- ---�
715 \ D15 15 D15e \ \ \ 15 9 15 / // D15i / 15 / / D15k / / 23 / / / / ' / — — , / —►— — _ — — _ , — — — — ' ' Ds) ' L_C \ \ ' — DATE
\ / / _ I _ CONNECT TO D23e
/ 2 / ' 23 W/ q" PNS \ .,�o° — ' `� 06/26/2019
710 / 23 / 23 — — / @ 2r1 MIN 23 DRAWN BY
705— —
/ J. MOORE
DESIGNED BY
— — — J MOORE
•
•
CHECKED BY
•
I�
• •
SCALE
•
1"=40'
/
I
BE
IN
REI
FOR
ED
•
•
CHECKED BY
•
J. MATEY
• •
SCALE
•
1"=40'
I
BE
IN
REI
FOR
ED
SLOPE
'
700
•
•
CHECKED BY
•
J. MATEY
• •
SCALE
•
1"=40'
w �1
z 19
CD I I \ I I _ \ L 1 \
W
i
m / I \ D9 I I D11 _ D13 / D15 / ' / / I I I 1 \ D17 ' / I ' / _ D19 \ \ \ I
D8 \ 1 ) I I D10 D12 014 I / 020 ) Q21
\ ® ®man m mmmm, mmm/mmm,mmmmm'EEO 'EMENE
699 _ , _ 699 / 699
699
U
15y Q
700._ \ H� J w
\ \\I \\ - --�_\ \ __LL
/ I / I I
1
_ -I \ \ \ \ \ �/� ` \ \ - ' / / // I /l 1 , / / I / /I / I / / \ III / / I \ \\ I z Q Q
l DRJJ�INAGE MAf1HOLE DRAINAGE MANHOI / I , I I / I / / / 1 , , I I Lu U
15" �'VC ROOF DRAIN 1 / / \ ' \ FSbR/FQTURE ROOF DRAINS _ FOR FL�T�J E ROOF DRAINS / '
f� % 5" R1/C ROOF DRAIN I I / _ _ - - - - _ - _ - \ I � I -I
\ POLLECTOR @/1.00% SLOPE / / \ / COLLECTOR @ 1.00% SL %/
OPE z v DC Q
\ \ / / \ ' \ I �' - \' --- I I / / / / / \ 1 0
I I 1 AND RECEIVING DOCK _ / \ / <� / / / \ / , / / / / , \ I J
D7 a \ \ \ I --I
0
113� V
LL
-710-
R�FRIG RA fT ED / \- _ - - - _ - � \ \ \ � � _\ - � _ - > �- - - - / /// � / /l I /l , / Jl/// \ \ 1 \\ \ �
i- _ / / l I / M
/ 1 ( WAR_HOUSE /, , . _-_ ^� - - _ I o
(FFF - 704.165) \ I ' I \ \ I \I
w
54" DOCKS) -705-
------_-- --�
Q
z I / \ FLEX TEMP CQOLER / I l 1 I I
01
0 ' vu
40' 80' I / I \ \ -_ -_ _ \ \\_ \ \ \ I \ \ �_ - �_ \ \
o, JOB NO.
c:,
\
2407
LNAQFi l 1-MATC_IL NE_ i - - - \ \ \ \ \ _ / ) I / ) ,I / I - _ / \ , I I 1 4
EL-EV\\7 51, SHE CRRFAKI
11 � - - \ - / _ \ \ _ \ \ \ \ \ / I I / / / / \ ` D7 3e \ \ I / , SHEET NO.
1 _ \ \ \ /
.� ! _ 7 C-603
0
N
U
C
(a
�0
o
CL C7
z
00
2�
0
E 0
cao
m N
a o
c') N
z
02
�x
o
0
0
CL
o .§
a
N m
U �
N o
t

2
°o
0
0
m
Q
L0
0
0
0
0
6
L
I I /
PlN#: 0117491 I
PIN#: 0117490 GLADYS BARRERA FLORES I
AHMAD H. HAMZE DB R 7741 PG 1802 PIN#: 0117492
DB R 7661 PG 3026 WILLIAM S HODGIN PIN#: 0117493 I PlN#: 0117498 /
PB 20 PG 59 THOMAS W. & PAUL J. & / 1
PB N : R - ZONING: RS -40 DB 2242 PG 9 CAROL J. MILES CHANISTYH. MITCHELL \
I ZONING: ENTI USE: RESIDENTIAL PB 20 PG 59 DB R 7142 PG 968 DB R 6680 PG 2339 / \
I USE: RESIDENTIAL I PB 20 PG 59 PB 20 PG 59
I I ZONING: RS -40 ZONING: RS -40 / \
I USE: RESIDENTIAL USE: RESIDENTIAL
I I
I NCDOT STORM SYSTEM I PIN#: 0117495
(BY OTHERS) I LEROYA. HARPER / \
1 6" W_ DB R 3850 PG 453 /
OHC 96 W ��W�
PB 20 PG 59
ZONING. RS40—OHU — 16" W— USE: RESIDENTIALUFO——--OHU— —W——
�—
\ \ U _, —� ` _ - —OHU — _ _OHU — \/ — W —®� PlN#: 0117496 /
\ \ \ I 1 1 I O \ 'l _a ROGER B. &
I I 1117
DONNA G. GANNON /
I 1 1 I I \ \ \ \ \ � DB R 5036 PG 1364
uFn_ PB 20 PG 59
Q)/ \ / / 00 J I I i L \ I \ ` I ( FO>� `W ZONING: RS -40 / \
/ / I I I 1 \ — \ — \ \ USE: RESIDENTIAL
—UGT — ^ / I / / I
/ \ / \
—UGT — _ _ I / 110
_ PI/ 0117497
UGT — — —r \ / / / ' / / �'S' r ' / / , ' / \ UFp \ \ \ / JOSHUA MANN &
C — _ _ — _ < _ UGd — _L ! IO / , / \i �O , \� \ / \ DANIELLE LEHMAN
DB R 7794 PG 2220
PB 20 PG 59 0
ZONING: RS -40 / o
USE: RESIDENTIAL o \
\ \ PlN#: 0117486 °
IYFO ROGER B. & °
_ DONNA G. GANNON °
I ,\ \ \ \ / / / \ \ \ \\ — — — , ' \� \ \ DB R 5036 PG 1364 °
// / �S iS \ — — — \ \�\ PB 20 PG 59 0 0
U_qj ZONING: RS -40 0
�� _
, — / / — �\ \l r—\I / 1 / / / / l / III \ \` \� / \\ \ USE: RESIDENTIAL o \
_ _
o
D 1 D42
/4 `46 \
°D43 D
co
° \
_��u
0
0
PIN#:0117481
CAILLOUT LIVING TRUST,
LES CAILLOUT TRUSTEE °
DB R 6897 PG 1189 °
I / PB 20 PG 59 °
I I \ I , I I \ I I \ (oGUSE: RESIDENTIAL °
\ ,
\
GL ° \
' 23 p _ 1/ / _ /' /�J /\ \ c�� \ °
%
D45a / , ' _ I' GSFT
—ENE_REINFORCEDL _ — — — _ I I 6� _ / / \ ° \
/ - --- - --- - - - ,' / J l l r ! \ / I / /�` I / , / ! ,'�cr� � / \ \
/ I \ V \ I
o
Lo Lo
ail
o
Q21 \ I I \ \ \ \ _ _ --_ — — -- / /
D22 ------___—�r / // / /co( / / \\
\0
10
6
N ' �' �\--_' �—'— \ \ \ \ 1 \ II I IJI I
_ l�3�0�'`(NIDERI�' (°
5 'r ' ' ' — — ' AROUN6rWET-POND \ \ \ . �. \ \I \ I 1 \ I \ \ ,/7�SFNLLWAY-ELEV:65 QO 1 \ 1 \ \° 1
7C132 / /-- I I 1 �� 1 \ \0 (�lr
11 o I \ 11
SUFFERI
20'_ZOA1i I o l \ 1 1
665
BUFFER,,
111`\0\
\ \ \ \ \ \ \ POSSI LE\CIS
\ \ \ \ \
CLiIkEt, 1 `— ❑ \ \ \ \ \ \ \ \ \ \ --
of
MAKE-U�eNATE \ 1
\ � \ \ � 1\ 1 I \ \ I �— '' h— -- I ' � -- ❑ 1 I I I I I I I 1, b I I
\ \ 1 \ / 1 \ 1 1 I \ \ 1 / \ (_ — _ — — i — _ _ / / 1 I I 1 b 1 1 \
— '' —' / —' / 650 / / ' / I 1 I I I 1 1 9 I 1 '
ocV\
10I 1 /
1 � l 1 I
LI r / a0 KI 3
////°
\ T
_czp
( _ \ \\ \ \ \\\�I,,,—��� '-- —_--- -----� , �/ \' // / ,' J /// l l//'°g 1 I
DMUEFOLLOWit
BACK OF CURB � '° I I\
1 I J \
I.'°° o°1 II \ I
1 010
/0�/ 00 r\
I' \
Q \
/ \ I _ /1 z i
OTRRESTRQ M \ \ / — I / / ' SEE SHEET SW -106 & SW -1'07/ I / / I I \ \
iBUILDFNG = \ _ _ \ FOR/POND-D bETAfL r / / / ° _\
i ��\ \ \ \ \ \ / / 31 g I \ I I 1 1 \ ' I ' 1 \ I I \ 1 0 0 \pSCALE "=40'
/ �E = 68 5 \ l I I l / / / J l ) 1 \ \
— —' —' i , \ \ ' \ / J , / 1 / ( 1 1 / ) , / �' / // I 1 I l I \ ( I \ oo \
'� \ I I / BO SPOIyT\ _ \ \ / / / / 1 C l \ , , 1 \
iii I 1 / // I�GF�DE�W/ r� �` — — \ \ 11 I ( 1 I / / I I I 1 1 I I' / �' / / _ 1 I ,/ / \ 1 I I I I 1 I I \I \ 0� \Q I _��' �� 80'
I / / 1 1 I / /i / �FASH BLOCK
0 \ \ / I
/ 0
CHLINE ` \ ( 1 \ \ \ \ 1 c / \ 1 1 / / / / / \ ' \ o
IL( 71\\1\ —S C- \ I \ \I /— \ \ \ \ / \ 1\\ \ \\\\ \ I / \ I I 1 \\ \ \ \ I o\ !
\I/17 — \- \ \ E, \\\\ 1\ \\� \,Illli/I1/_�'_ \V-- �\ �� �( \ \I /' \ ' \ \ \\ \ \.co
( \ I \ \ ( I\ `\ \\ 1 I /, \ \�\\\. \I \l I' (\\1 1\ \\. \ \ \\\'\\\ °00\ \\
+t,ttttt�rirr•1r
.40EFL OR
C Oti, rn c.m, N
rn E
0 0
lzr 0
N C in
U 0
E Z
z w
Lu o E 0O
H n i�: LD 00
a
Wu
ME o O
LL LD i = w
ao —o z >
w
�Oa�1O a
LD 00 } 1O (D
zZcn�� v U O
wLLJ x Q V) U
z
LLJ
O cz
+�
_ _y o > z
~ M '—' O
O w U
�M } a ❑
N M cli
J
w LL
0 H J_
(D
cliw
a
w
LLJ
cli
rn
w o
N
00
0
DATE
06/26/2019
DRAWN BY
J. MOORE
• DESIGNED BY
• J. MOORE
• CHECKED BY
• J. MATEY
• • SCALE
• 1"=40'
•
W
z
W
U
z
0
� � z
' � Q
U z a
OI --I o W
z Q Q
Lu �^=z
U)
(! 1 '—'
Q
U I --I � �
0 p
J }}
Q z 0
z_j 0 oz
u Q
0 0�(D
DC
°z
J H
Q
2 <
(D
z �
o W
z LJJ
0.
V
X
M�
W
^D
m
JOB NO.
42407
SHEET NO.
C-604
0
N
U
C
0
U)
m
t
3
0
a
C
CL
m
0
0
(1)
U)
a�
0
t
m
C
Q
E
`o
0
t
3
C
�a
�O
oo
�
°z
wp
�2
0
m 6
ao
C7 �
c') N
Z
o%
2 a
2 axi
� o
o
o
CL '=
a�
.N m
U �
N o
/
/
—
1
/ I \ V \ I
o
Lo Lo
ail
o
Q21 \ I I \ \ \ \ _ _ --_ — — -- / /
D22 ------___—�r / // / /co( / / \\
\0
10
6
N ' �' �\--_' �—'— \ \ \ \ 1 \ II I IJI I
_ l�3�0�'`(NIDERI�' (°
5 'r ' ' ' — — ' AROUN6rWET-POND \ \ \ . �. \ \I \ I 1 \ I \ \ ,/7�SFNLLWAY-ELEV:65 QO 1 \ 1 \ \° 1
7C132 / /-- I I 1 �� 1 \ \0 (�lr
11 o I \ 11
SUFFERI
20'_ZOA1i I o l \ 1 1
665
BUFFER,,
111`\0\
\ \ \ \ \ \ \ POSSI LE\CIS
\ \ \ \ \
CLiIkEt, 1 `— ❑ \ \ \ \ \ \ \ \ \ \ --
of
MAKE-U�eNATE \ 1
\ � \ \ � 1\ 1 I \ \ I �— '' h— -- I ' � -- ❑ 1 I I I I I I I 1, b I I
\ \ 1 \ / 1 \ 1 1 I \ \ 1 / \ (_ — _ — — i — _ _ / / 1 I I 1 b 1 1 \
— '' —' / —' / 650 / / ' / I 1 I I I 1 1 9 I 1 '
ocV\
10I 1 /
1 � l 1 I
LI r / a0 KI 3
////°
\ T
_czp
( _ \ \\ \ \ \\\�I,,,—��� '-- —_--- -----� , �/ \' // / ,' J /// l l//'°g 1 I
DMUEFOLLOWit
BACK OF CURB � '° I I\
1 I J \
I.'°° o°1 II \ I
1 010
/0�/ 00 r\
I' \
Q \
/ \ I _ /1 z i
OTRRESTRQ M \ \ / — I / / ' SEE SHEET SW -106 & SW -1'07/ I / / I I \ \
iBUILDFNG = \ _ _ \ FOR/POND-D bETAfL r / / / ° _\
i ��\ \ \ \ \ \ / / 31 g I \ I I 1 1 \ ' I ' 1 \ I I \ 1 0 0 \pSCALE "=40'
/ �E = 68 5 \ l I I l / / / J l ) 1 \ \
— —' —' i , \ \ ' \ / J , / 1 / ( 1 1 / ) , / �' / // I 1 I l I \ ( I \ oo \
'� \ I I / BO SPOIyT\ _ \ \ / / / / 1 C l \ , , 1 \
iii I 1 / // I�GF�DE�W/ r� �` — — \ \ 11 I ( 1 I / / I I I 1 1 I I' / �' / / _ 1 I ,/ / \ 1 I I I I 1 I I \I \ 0� \Q I _��' �� 80'
I / / 1 1 I / /i / �FASH BLOCK
0 \ \ / I
/ 0
CHLINE ` \ ( 1 \ \ \ \ 1 c / \ 1 1 / / / / / \ ' \ o
IL( 71\\1\ —S C- \ I \ \I /— \ \ \ \ / \ 1\\ \ \\\\ \ I / \ I I 1 \\ \ \ \ I o\ !
\I/17 — \- \ \ E, \\\\ 1\ \\� \,Illli/I1/_�'_ \V-- �\ �� �( \ \I /' \ ' \ \ \\ \ \.co
( \ I \ \ ( I\ `\ \\ 1 I /, \ \�\\\. \I \l I' (\\1 1\ \\. \ \ \\\'\\\ °00\ \\
+t,ttttt�rirr•1r
.40EFL OR
C Oti, rn c.m, N
rn E
0 0
lzr 0
N C in
U 0
E Z
z w
Lu o E 0O
H n i�: LD 00
a
Wu
ME o O
LL LD i = w
ao —o z >
w
�Oa�1O a
LD 00 } 1O (D
zZcn�� v U O
wLLJ x Q V) U
z
LLJ
O cz
+�
_ _y o > z
~ M '—' O
O w U
�M } a ❑
N M cli
J
w LL
0 H J_
(D
cliw
a
w
LLJ
cli
rn
w o
N
00
0
DATE
06/26/2019
DRAWN BY
J. MOORE
• DESIGNED BY
• J. MOORE
• CHECKED BY
• J. MATEY
• • SCALE
• 1"=40'
•
W
z
W
U
z
0
� � z
' � Q
U z a
OI --I o W
z Q Q
Lu �^=z
U)
(! 1 '—'
Q
U I --I � �
0 p
J }}
Q z 0
z_j 0 oz
u Q
0 0�(D
DC
°z
J H
Q
2 <
(D
z �
o W
z LJJ
0.
V
X
M�
W
^D
m
JOB NO.
42407
SHEET NO.
C-604
0
N
U
C
0
U)
m
t
3
0
a
C
CL
m
0
0
(1)
U)
a�
0
t
m
C
Q
E
`o
0
t
3
C
�a
�O
oo
�
°z
wp
�2
0
m 6
ao
C7 �
c') N
Z
o%
2 a
2 axi
� o
o
o
CL '=
a�
.N m
U �
N o

.,.
L
0
U
C
N
U)
m
0U)
a
C
CL
0
0
(1)
U)
0
m
t
ro
Q
�a
�0
o C7
°z
00
0
m 0
ca o
mN
a o
C7 �
c') N
z
O a)
� a
axi
� o
o
O
a�
o '=
a�
U) m
�N
U �
N O
t j
a) 0
ro c:
U) o
a�
E
U �
O
U
U
N2
N .o
N U
m �
N O
� U
m
Qo
U
\°
All
II
SHEET C-601
;-
e.CAS
\o
+E
R�epi,
o�+:t
,,�,'*
o
° 1 /
0 °
112/1W
1/\
MATCHLINE
1
_�
H IN
.�A
D
Q•
9
\
,\
A50
R
J°
o
\ 1
I
-r/
@10
EF
COys
G!
0E_
,
I 0\
r
695
Y-1/CA NOT
P��H•
°
I/
\/
\I
\
—
TYP)O
C
/
o
¢
�/
— �-
�
I
I \/\
o
o
'//_'
\ _
-
_--
SECURING
L61
0 0
I
_
,\'
-BUIL 068)-
Un
of
1
_
W\
\
_\
—
o
'
/
1''
-0
uJ
�z••
U
SHEEN 1 0 SW -101
29e
A
LL° ILL
Lu
o POND -A
O
S
I\\
-
/
�'
�/_I/\
`/'
-\
'I\/
rn�r
,\
(�
O
Lu
MLu
LOU- ON
LU
O
O
O
Lu
aup�O
/
P
6 4
/
U)nu
`° '/
/
I r
I\_
x Q
o!fO
n
Lu
S11TR
I lj°
1/
f//,3�\--/
�
�,_
//\-\i
o
OW
• /�/
�
o
uR6
699
o
a
o
M
I
I-_
/
9>
-
�
W
LL
W
696
/ \
/
DUO / /�,
Lu
0
j
6�\
/J /
'I
'
of
98,
� /
,I\\
%-
Lu-
/
3
//\
°
/\-!r�
/
/ 697
�I
,
Q0
'9\\
'
\\
8
--
/_�
'
698
///
/\
697
W
°
\_i/a'
/-
699
/
o
°
6
\r-
\1
' /
' '\j'
,\1`/
\_
'!
1//
,/
//\i\-
700
/
°
697
co
IN,
/_
lgr2
/
/
DATE
a
/I
a
'�
9
06/26/201Y
°
-'
A3
/'3
,1/-
,
/ /
01 /
/'
,
,/\
AWN
B
YQLQN
J. MOOREo0
,
''/0
/
'///
DESIGNED
BY
°
r °
,
_
J. MOORE
- '
-_\
i '
/
I,'/
701oo°
C'f
K:J0z�
ED
/'9-6/
\ °
/
1. MATEY\
-
//
° 0
9
/
6a
71
�c-,
••'NM
SCALE\
°
/
_'
,
__6\
,_-_
° o—
_
,,/\`�
ro
1 40
-0
__�r
8I
o_
c/
rn'�
°
/1/\
//
�/1/�'
l1—
°
6'
6s
DRAI A E BEAK/
DRAINAGE BREAK
LuD
TOP dF\STR€AN°
-,_
,
5
/ LV1= 701
/
lPQUE
ELEV-701.86
—
-/1
I-
/I-
o\
0\ 0
-/
_
_ \
66
\I
'
CD
Lu
-4'
-/
' - _ -�
_,
—\
--\6 --'0 __
�
rb-'/\
E
UVVHJW.�
-\\�
--
-__
-_
665-
/-'
'i
5
O
_'/\\/
/�
0-
701
0 \\
/-/
o
__
A3
,/
r
-,\
--\
%
'r_-
/ /
'-11
, ,\\
-�
-
-- '-
--I1
/\/
I\
Q°I
DMUE OVER AND 20'
WET POND
/l
�
//
-_
35
''
OHwO
rVAROUND
o /
°' ° 'I-
I\,
°i / 'I\�,
'
- o
Lu
0
o ,
o
6s1
6996
U
Q
L
C)
\\_\-
°
° 1
o
°
1
I
/
698
I ,
N
\_
\�
\\�'
o
11__/
\
\
\
6/6
93/'?\
1\J
1 2
/'//�
I
Q°o
X66
\/ \/
\1'
-
°0
/I
1
I
OU
\/'\
\1//\
\ \
\II
\
`\
Po
I
1_
`
\
\6
I\/I
o\
\62//
1
00
col
\
\c/\
'
C)
b
0'Z\
8rFFER
\�\
o�\2
°
\I
o
\
Q0—
z SCALE4
o/'oI/
W
O 1 80'
\\
-- - - - --
I
\-
I \
I I
I\
W
o
\ \
3ZONE9
0
00 1 \\' I
\
\6
\
\ - f I
\ °\
I
BUPr
f \ \f/
II
\,
I
\ 696
FEt
\
1'-/
° \
B3
\
o
\
/\
\/
\
696°\
- -------- - - - -Q5'au
l\ \\
\\-
\
1
/ 1
o
°
r\
\ I
/° \,/\\
\
\,I_
\ 693-
N875 77.78
\ / / !\-
1
I
D/ \
s
I\
1\
\
\i
\,\
\ o
\//�
\
\J/\/
\/_,I
I\_1
-1
`
JOB NO
.B
\\
-//
-i
\\/-
\ _
o _ \
I
°°� \ \ \\ \\\\\\-IGIATCHLINE
0
\
\ I
35 -_------
I I
/ '' -' ^67 ' I I I I I I I I '
I I /
42407
\
-- �' /'/'
I
° 9/li \ \ \ \ \ \ \ \\ti
\ S ET% -s
9
\ \ \\ \`
\ \
- - _ - ''- / ' /
I I I / I I
/ l /
/ / /
SHEET NO.
/
— — —
°° '� ` ` \ �; \
of �,\\
\\ 69, `B�
-----
- - _
' ,' '' / /'
I I II I I J '
C-605
_
T)
0
U
C
N
U)
m
0U)
a
C
CL
0
0
(1)
U)
0
m
t
ro
Q
�a
�0
o C7
°z
00
0
m 0
ca o
mN
a o
C7 �
c') N
z
O a)
� a
axi
� o
o
O
a�
o '=
a�
U) m
�N
U �
N O
t j
a) 0
ro c:
U) o
a�
E
U �
O
U
U
N2
N .o
N U
m �
N O
� U
m
Qo
U

0
m
.s.
0
00
0
a
0
FL
L
0
U
C
U)
m
t
U)
0
Q
Z)
CL
m
0
a�
a�
0
m
t
C
CL
�a
50
2-0 ()f
°z
00
0
m
E o
o
U)
0- a o
C7 �
c') N
z
0 2
2 a
�x
o
0
0
CL '=
a�
N m
U �
axi o
S EET C-602
C��
//IATgHLINE/
A5
11 ,
i \ i 1
1 \\ \
` \
–
\
`\
II
�TEFOR
w
_
Irl
I I / `I
– –'
/
-
CM Tft
GT I0 N
REF I G E RATED
' -
/
/
/R E F R IGE RATED
,
,'
WAEHOU E\
\I \I \\ \\ \\ \\ 1\
I /
,'
,'
I / ,' ,'
WAREHOUSE,
\ \
,/' ,,' ,' ,/
'
// ,/
,/
FFE = 704.65,�fl.6�
(F'FE-=
�� -
-�,4 DOCKS)
I
\\ \�
I r'
I I �' /'
/
/
,' /
,'
,' '' / ,' /'
54" DSS
`\ \,
_
�,
\\ I
,
1'
E
�lzr o
I
/ /
I
I
NC
Un
/'
,'
,' ,'
,'
,' ,'
FREEZER
/
1
_ MLu
w 0
LLJ
LL.
CD
rj
ID
r
0
Lu
COOLER
I
w
a
a
zZcnM U
U
O
– – – – – – – – – – –
�'_` O
p
cz
—
r /
/
/
I
I I /
�
1
�
'.
'/
........................................
w
°oH
LL
.......».».». .. "" ............
15" PVC ROOF DRAIN
"
' ' ' ' '15"PVC ROOF DRAIN – _
_ _ _
/ , / / / / / , / /
...
......... ....
/ ' kECEIVItVG
.7....... �.
,
/ 15" PVC ROOF DRAIN
DOCK
– –
1 / / I /
, r / I 1
/
/
'
'
D
/
COLLECTOR @ 1.00%
SLOPS
_
_ COQ LECTOR @ 1.00% SLOPS ' – –
– ' / / / / / /
/ ' I /
15" PV ROOF GRAIN I
'
, /
/ COLLECTOR @ 1.00% SLOPE
15" PVC ROOF DRAIN
COLLECTOR 1.00 /° SLOPE
@ °
,
I I I 1 / !
! \ \
/
\
\
�
w
a
COLL CTOR @ 1.00% SLOPE I
57
I
61
1 I 1 I /
\ ✓
'
\
1
I
/
I
1
I
\
Un
/ ' / '
/ /
I
/ I
/ \
I
I r I l '
_
>
FTI F7 F7 F7 F7_
1
_
� '
_ / , /
/
1
�
700
i
/
700
I
25 I
\ I —
2 \ I 55 �
II
� ,' / �' ,' � /' � /'
/A
/ / , I
I 5
u� -1
U
/
r',I I � , /
I 1
�
KOM
5
\00
/ �\-25,
) \\ II
/
'I
I, 1 \ J
\
/ 25
/
/
/
\
/' / , ,/ //
/I I
,
/
/'
I I 1
' I
\
'
–I
DATE
/ I
'
I
I
/
\
/ I
–
,
I
I ��
06/26/2019
l � 'os / '
�\ \
– \ 1 I I
, J , / / /
c:)
/ � I
I
I /
1 L
I
/
DRAWN BY
_
' \ \ \ \ I \ \ / / , / I
'
J. MOORE
699 — — — — —
\ / / / / / / / / – / / — — _ \
\ \ \ \ \ \ \ \ \\ \\ \ II I
55 I
II / i 1 /
I '
1/ / I/ r/ \
\
699
I /
I
/
/
I ,
•
(
DESIGNED BY
J. MOORE
\
_ –
– – – – –
\ \
\ \ \ \ \ \ I
I
I �
I I I i
I I
I I
/ \
– – – '
–
r
\
\ /
1 I '
I I
H
•
CHECKED BY
–
',–Q
\
\ 1
1
\ /
/
/ I /
W
W
=
•
J. MATEY
– – –
–
J 698
\ \
I \ '
° ° ° ° ° d ° ° ° ° ° ° ° °I ° ° ° ° ° I ° ° °
°'I°
I
/
\ –
1
g
/
0
0
SCALE
–
_
I
I° I
ATS BUILDING - SOIIJTHI (FFE=698.15)I
will/
IG / G�/
I �— /
\
'
W
—695- / / ° 1 697
\
z
Lu
696--
' /,'
' //I---
�
,`
,� ,
I
,
/
\`
I
\ —
z
/
– –
–ZI/ /2
–
/ / '
_ —/ / /
l 6g5 , , I I / / \
\ gg \ \
\ \
95
695---,
69 5
I
i 5
6g
A 9
/
\ \
D56 \ \ \ `
/ \ \
\
D58
' —
D60 I
/
I I
®
Q
�2 /' / / A i' — _ / �'
— A2C1 ,
,' r' /' /l
D55 \
\ D 7
' I D59
I I
'
' /D 1
O
H� JO
rw
Lu
u
-
LU
�� O
/
6'
I c9
I I �
--
–
1
Q z
LL
IV
=i I I I I I
\ 1
, I I / –
J \ \ \ \
\ \ \ \
\ \ I 1 1
I
/ I ,
I
/ I 1
J
l<I I
I I
\ \ / \ / 1 1
\ I
I I I
\ — — — —------'\
/ / _
\
\ \ \ \
\ \
\ \
\
\\
I I \--�
\ \ \
I
'
1 I I , /
J
°
Q
0
°z
�
^R/
J
Q
Q
o
Lu
rn
uj
I col
\
\
Z
H�
/ /
� \� \\
\
1 I 1 I
llr
N I \\
, / , , ,
1
� \ \ �� �___
��----
\ 1 \ \
I
\ \1 Jul –_–__/
I ��_ /
SCALE10
\
– – – – – – – –
---
–
/ I
0
40 80
/
\ \
\
MATCHLPNE
\
\ \ \ \
�S` `\\\ \\ 1 I \�
------.
l
L
\/ \—'�
JOB NO.
42407
—__—
\ i'
,
– –
_ – – _ ' ' ' /
'SHEET C-610
– _
\ \ \ \ \ \ I \
I
/ 1
SHEET NO.
700
,�� , I /� �,—
—,\\ \ ,\ ,
`\
\\ \\\
C-606
I
\���\
�o
0
U
C
U)
m
t
U)
0
Q
Z)
CL
m
0
a�
a�
0
m
t
C
CL
�a
50
2-0 ()f
°z
00
0
m
E o
o
U)
0- a o
C7 �
c') N
z
0 2
2 a
�x
o
0
0
CL '=
a�
N m
U �
axi o

2
00
0
0
m
Q
L0
rn
0
0
0
0
a
L
) SFfEET�603-
aRREAKI
E`EA 1 .\51
D7
��
� Be D�•'•�SSIp••. �
COF, 6R
C.:"� N
\ \\ REFRIGERATED
/ 4 I \WAREHOUSE \- \ \ \ \ II \\ < _ I \ \ \ ('
I` - 1 \ \ \ \ 1 \ / \
\ \ ( \ \ \ \ \_� \_� \\\ \\ \ I I I \ \ \ \ \ Gi I
/ \\ ` \ \ I I \ `^ \\\ \\ \ \\ \ \ \ I I II\�\ \ 1 I \ \\ \ \ \ 6 � \ 1 \ 1 1 I I
/ - \ (rFE_- 704.6,
I \ \ 1\ I \ \ \ I 1 I__ \ I %�� 1 \ 1 \ - - \ \ \ \ \ \
1/ '\ 54" DOCKS) J /- -/ 1 ,\ I o ao 1 1 11 p I o 0
I o \ \ o p / /ICY) \ I r,
I \ \ \ \ \ \ \ I / /00
(n
�, \ cfl c�co � cfl , / co cfl \
\ \ \ \ \ \ / I \ / \ \ rn \ \
E z
w o E 0
W
1 \ \ I \ \ \ \ \ \ \ \ 1 \ I I \ 1 \ \ \ I I I \ \ 1
H - _
W C7 OU
Q
rl)
\ \ \ I ^ 1 \\/' ' I \ \ I I I \ \ \ \ \ LULL LL UN W
w0MN M O_ Lu
\ \ 1 \ , \ \ 1 I \ \ \ \ \ \ / I / I I \ \ \ \ \ I Lu
� DC >
DAIRY PRODUCT \ I \ _ - \ \ \ \ / I I 1 \ \ \\ \ \ \ / \ \ 1 \ _ \ o
\ / \ I I \ O a
\ \ \ STODGE \ \ \ \ \ \ \ \ \ \ M
LLI X Q U
W a) r� z W
0 06
CD
F-ce Lr) D
> U
O W
/ M
Lu LL
00
/...................................... - _ \ \ \ \ - , \ , \ D7\31 I
/ 15" PVC ROOF DRAIN DOCK 15" PVC ROOF DRAIN
\ o o \ 1 \
( \ \ \ COLLECTOR @ 1.00 /o SLOPE COLLECTOR @ 1.00 /o SLOPE \ i / \ \ / / I \ \ \ \ \ \ \ \ \ ! _ - _ / ( \ l \ \ I I Lu
/ / / VJI/ Lu
D INA6EMANHC)L I J 1 I \ _ I \ \M DOWNSP \ DOWNS ! FOR F DTURE ROO ADF4AINE \ \ \ \\ _____ \\
llF RFU/fUR ROOF RbIN� ( , \ \ \ \ \ - - r` c� \(n I / I \ W
67
/ \ \ // I / /� Q / / I I I II I I I 1 \ \ I \ \ \ \\ \\\ / \�\\ I — J 73k \ \ \ \\\- \\ \ \ \
700 J 700 \ 1 \ \ [ \ \ \ \ _ _ �\ \ \ \ o
LL NOUT i / / , / / / 1 1 J 69 I \ \ \ \ \ \ \ \\ \\ / \ \ \ \ \ - - ' \ /T" l \ \ \ 1 �
_ _ ® \ \ \ \ \ W N
' I / I \ \\ \ Q
I \ TYP (TYP \DATE
777
I / / / , ( / o \ \ i \ - \ \ IIS J 06/26/2019
/ \ \ / \ 1 I ® \/(d�l� \ \ \ \ DRAWN BY
1. MOORE
dbis
- - - _— Lu
--- -- J--- — - --�-- --�- DESIGNED BY
cb 1 \ \ 1 \ \ \ \ \ O
?3 z_ I ( I I \ I l , / \, � � - I \ \ \ \ _ I 1 ��---�----�-- `S' �---a'------=- i9 \\ - - - \ �-- ��--� � � --`-� • J. MOORE
\ I \ \ \ \ \ co fi-rt--�--6, ------ l cP �--
do
ch 2 'J L-\ ' \ ! i I / I ' / ' / / / 1 \ 1 \ \ \ \ \ \ \ \ 1 \ I I \ c9 \ �\
FF / < - - I J cn \ \ \ \ • CHECKED BY
Q , � I \ I 1 / I I � I I I / / \ \ � _ I I I � I , 1 � r I I I I 1 \ I I\ \ \ I \° /° °� _ _ \° \ ° \\ � °\\ \ _ a, ° ° \ \
75
/ \ \\/// (' I I I \ \ I \ \ \ \ \ \ \ \ ° \ °\ \\ \ \ \ \ °\ • J. MATEY
\ \
698 _ _ / / \ \ \ t \ \ / \ I\ / \ \ \ \ \ \ i \ \ \ \ \ \\ \ \ \ \ \ \ \\ \ \ \ • SCALE
/ / ` \I \ / _ 1 \ \I\ \ \ \ \ ~\\\ _ \\ \\ �\ `\ \ \\ \ \ I\ \\\\ \ \ • 1„40'
l I I \
697 \\ 1 � \\ \ \ I \ I J Il � ( � \ / , � \\VIII \ � \ \
Lu
I
xy
)
I I
W
\ \ \ O
y \ l \ ) �\ \ \ �I I \ \ \ \ - Ln Z
/ / / I / \ \ \ \ \ \ ` \ I I I \ \ 6� \\ - - - ' \ I \ I I - -�►\ \I� �' / _ _ _ \ \ \ 1 \ \ i /; c / J /I I \ J II \ \ \\\ _ / �
695 (o , / I I \ 695
C�67
EJELELI
STOP \ \ \ _ 1 I I I / _TC�t� \ I \
DG
\ 1 �- \ / L oo\ L\ tJ LU O Q
U Q
�\ `' �' \ ch \ \ \ \N\ \\ \\ /�G93.5 ARE CH / I \ �\ \ \ \ U) z O
\"'rn rn \\ \ \\\ \\ \rn\ /A'FF I cR�j�W� Jr) \\\I\ \ / 1\ I _ \ J u Q
do 1 / i Q /\ II
DOWMSP
-- -- - \ \ \�\ --- \ \ \\ \\ \ \ I /\\ \ IJP I/ _� \ \Df�OIf�S'S11A \ - Q M O L
_ _ _ _ I \ W -i
705
I\ O Lu
GENT€R\ ` , w
REJURN
(,FFE= 696-20, - -
C�5 \ X510 \ \ \ \ \
55.\5 L \ \ 54" \DOCKS)
TRAFF - \ \ \\ \\\ ^ v
\GRATE \ \ \ \ \
00
\ I co
Q
/ z155.)5L \ \ \ \ \ \ \ \ \
RANW/ \ \ J
'MAF C -RA ED I \ \ \ \ \ \ \ \ \ M
\ W
SCALE 1"=40'
/ \ 0 40 80 Cy \ ` \ \ 1 7b 1 I \ \ I \ \
JOB NO.
MATCHLINE \I II \ /' - \ ' \ \ \ I \ IN II I 95.54} T14EN(tH / I J 1 \ \ \I \ ' - 42407
) J 1 \ I \ 6> \ RAINW 1
\ \ \ \ \ 1 SHEET NO.
SHEET C-611
700 , ' I 1 � \ \ \ 1 1 \ l I 1 I RATE
C-607
U
s=
s=
�a
Z)0
o()f
C7
CL z
00
0
E o
� 0
�U)
U)
0c:
0-o
s:
°�
c') N
z
0�
axi
o
�0
O
CL '=
a�
U m
� 0
U �
N O

0
0
0
a
6
a
L
O
!
'
l
l� (- l \ \\
o
\\
SIHE T C-6
\ \ r 1 \ \ / \
/
\
1
/
i i `
' /_ \ \ J 1 / / / I
\ I 0 -
0\ I��tt�tetf�rtrrrt+r
,
\ / /, -
MATCH L
\ / \ \
\ /
\
\ \
I
\ / \ I
` ' I ' \
\
\ \ I °`
D :SSIp
•., ;.
9
1\ VIII /'
\
1 \
\
\ \
=
0 \ \
\
.
COy.8TIWC.-TION
�\
° o c�°
;"�••4�R,UI43�4'�'.�,`.
\oo
D31
1 r \ \ \ I I \ \ \ \ \ I o'
1 I \ / \
I
\
I 0/0 o°/
rnE
\
N
I\\ - \
I
I I I I \/
\ _ \
- \ (
\
\ \
1 /
\ /� \
1
/
\� In
\)
\ I \ \ \ I \
1 1 \\ I \ \�, I \
\ \
\ \ I o j/ /
)
r, o
cp
1
\\
\
01 o
I ti
cfl
o \
�
I I \ \ \ 1 \
\ \ \ \
\
\ /o /
\ \
'
N v,
~
co
co co
z E 0
\O
w o E
\ \ \
) I
\ I I
o M ( o 0
Lu LL O
w
\
, L
I \\ J oo �'
1 \
) , 1 ,
\
\ , \
O 1 , 1 /
D8 C
83
,
/
I
, , , I II
—/— / / I \ \
I \ \
, , q ,
I I I
=
aO�o ~
Z
>
/
�/ ,
\
§W--107\ \ \ \ 1 \
\ }
o
I , / I I /°
o
0
Lu
SEE SHEET SW -10,6'&
FOR f''OND-D DE ILS I \
I / / /
I I q /
W
o_ � >
�
�
\ / \ I
,
� , � , , / l
�m ter., _
U)
�
U
o
Z x Q
w
c/)
U
DMYE FO LOWS
I O ' BACK OFI CURB I
I 1
/ /
/
,
I
/
/ / , I
I \ / ' ' I I /
I 1 \
\ I \ / o
/
f / °' /
Q w Q) < z
0 O
w
p
dS
/
/
/ _ /
\
I / I /
1 0/ ' \
O U)
Z
I
C3�/
-y o >
~
Z
I \ /l S/ /I
cJ
1
/ / ' l
�� =
>
°
I l _ ,
/ I
I� to
O
w
U
I
'
1 1 I ' )
\\ ' /
I
I°
\
M
/
I
/
l
I ! _ ,
'
/ I 1
10\\ \
�O
-j
00
O
LL
r\/'
'
o \ \ -
1
,
D77C \ 1
I
>
I / /
I / l 1 I / 1 I
\
\
\ O
,-'=__lI
I \ - /-
I I
/ /
°\`
/ \ I 1 \ ° ° o \
(D
/
/
\ \
\ c ,
o
P
w
\ \ \ 1 \(I
\
\. �, 1
O
Lu
� '
to
N
�
D77e --
- -
- -- I I
/
/ /
, / I
\
\
\
1 I \ \ \ \
/ '
/ , ,
>
w
-69
-
/ I
/,
I I JI, ,
`\
I
I \ \
\
, \
\ ,
,
/
\
\ , 1 _
\
/ °oma
o,l I
°'
0'
Lu
1--
I
p
�
'
00
D82 [�83
EWE
8
8 I
\
\ \ 1 I \ \ \\ \ \ f \ I \
/ /
o
I \III I I o o
o
DATE
\ \
'1
\
\ \ \ \
/ i ,
\'I
\ `
\
dols\ \
\
\ I
'
) i
, /
/
I\�<p\I
/ \ I I
I I I
\
\
\
_ \ \ I / /
\
I
10 ER AND 20'
I
DRAWN BY9
I/III I II\ f AROUNOD WET POND
/ / I \ I I J / \
\' ' / I I \ \ I
/, ' ' I
\ \1
Fj
^� , - ' ' � /
/'
/
' I �� '
I
I
}
\ / c' I \
I \ 1
I I I 1 \ 1 0l
J. MOORE
-� �-
--�- --- -� ---�
---_----- 1 \
/ ,� ��
cp� 6'
c3` - _ / / ,
' \ 6� - �cP 6'� / / /
6'd; /
(p
/
6'
,
I
I
I
1
\ \ I \ I \ \ " 1
\ /
10 I
I I I I 1 , b I /
DESIGNED BY
_
�—
I
\ /
—`-O —�-- —� c0---- \ \ \
— —
O i / / ,
/ /
/
/' /' ago ' /
/
/ I
1 I \ I
1 \ \ \ \ I
/
I b
•
J. MOORE
\
(n i ,
'
,
/
' �' / / 6'� /
/
I
I } 1 \ ' 1
' \ 1 I
I
I I I I I I
1
CHECKED BY
\ \ \
\ \ /
I - - ' I
_ -
- - \ /
/
/
/ / _\
\ \ / I I
\\I°
I I / I Q I I
I
II I /
•
•
J. MATEY
�► \
i \ /
1 C � � 0 6'.� /
\ � I ' \ \ I I
1 I }
\ \ I I o 1
•
SCALE
- 1 l I
6�9 \
cP
- co h
lb C6 / R> /
I �0
�/ /
0
�,
-lb
/ cq
/ D81 `b _ co /
f /
I
/ I I \ \
\ \ 1
I \ \ /
I
I / / I I I
I I
•
1'r = 40'
\ \
_ -0
,
1 I \ I I 1
/
I I I I I 1° / I
o
lol I r
•
�,-
' /
\ \\
�
d
, /�'�\II1\I\bo
SE E T 75 / �'
/ \ / / I
/
/ \
,
\
\
•
/ '
_
I l
6- -
I
/ , I \ , / , / ,
\
\ I } \ \ \ I
w
/
_
\ /
I I�--/
I
0.
682
\
-
/ / /
co
Lu
`
\ \ \
C59
� '
/
to \ \ \
\-�
\-
�s
/
I � 1\
.-691 \
- � /
_
� /-
\ � �' ,' /' I
l
/
0
Ln
( \ DOWNSPou \
o\ o \ \ `\ \
\�C°
-_ --_ -' / ' '/ \
I I
-'
' / '
-=
�= \
�� ' `''''' /
DUTLCT STRUI� U'RE, POL, I
' I ° '' J \
I / / I I / I
�
M Q
J
)I
'T /
\ &kE�GEL SPRE,A E / l
/ / (
o
1
\ `
, \
- - -
_ - _ % /
/ I/ I / , /
\
-
- TYP / '
- j / i
I
I
1 /'
I I 1 0 /
��
W
C61
-
110
(D
X
Lu
~
\fit\111' 665
` \1\ \, \
---
--
--
v,
/LJ,
_
--
-
_- _-
PO
z-95-5
Lf T
\ 'DO
- \
\ \
\ W
\
U \ \ UT\
TDD�WL�GGlly�
j FFFI D1�\
-GRATE 1 \ \
-
/ ,
\ _---
I /
/ II / _
/ , / I
/ /
I
/
_
_ i
/ /
I / p
2
INTO T�REN6
_--I
1
_ O
�_ _ / l
II
cP
I
'
_
_
- -
-
1
1
1
\ I_�
SRAINSYSITr-
/ / \\ \ /
^ / \\ c\i I \
C63'_ -`
_
_-- / -%\ \ ----- '- -' / / \'\
'/'
,`S` /'"
-
�' �' '/' '
o
in
o �,
\� 1 _�
o o
_
`\ �
\
_
_ ---'
/ / - /
J
U
Q
-eco_
\
co cfl
°, I
�
p�
o /
O
°,
U
J
r,LL
,
C)
/o
Q
C65
o
Lu
\ \ RNL
CENTER
92" PVC DOWNSPOUT /
-
(O
1 _ -
I U
11 ,
I
\ \ _
' ' ° / / /
W
\ \ \ \ \ - \\ ' ,Ill -
_ �9Fi.20, 5\5. 1`R CHT\\\�
1
DOWNS 011T AND -COLL�GTOR @ �.00%MIN\ , / '
- - - -
/
'/
/ - ' \ \ %\ �_
\- - - - -
- -
(FFE
��
S� DOCKS \
\\
- IPF W/ - \ \\� \_ 1� \ \ _ �_� _
�� \
- , - -
_ _
CLEANO T TYP
/
\ \\\\ \\ �8"PVC-D
TidAFFi� D\
! PIN /H-20
\
80. \\ \ \\
\ \\ \ \ \ \ \�\\1 \\\ �INC/OI
64 0
6OR '/'1
- -
1 -
\
\\ \
--
\
/O
\
\
\
\
\ (I /
\
-1
\
\ J
\
\ \ \
\ 55 5 TF�EN
\1 \\
o O I
\\
20
\ \\(
oo
\ \
\ \ \ 1
I
_
0
P
�
J �
�
\
\ 1
°—
SCALE 1 $40
- -
\
\ \ \ \ -
I \
N
C6
N
CL
JOB NO.
82(5 LF TRENCH' , '\ r}1 ( \ \ `\
/
\ 1 \1 \ \ c9 \ \\ \ -\ \
- -
\ ' ' '
' \ $ \
\
\
\ \ \
\ \ \ ` \ \ \ ` \MATCH"\ E` i
° \
I
I\ \\ -
42407
I
1
DRAIN W/ \I \ 1
_-_ -
- /
_
\
\
\ \
O
_
I -\
GRATE /
/ I
\ \
1\ \ \
/ \
\-_ ----__\ --- --------
\
' �' _ \
1
\\
\ \ TC�612\
\
/ / -1 -L
SHEET NO.

.,.
0
c
0
0
a
L
° \ \ \ \ \ \ \ \ \ \
\ _0_
° SHEET C-605 \ \ \ \ \ \ \\
� —
—
\ \ 1
35 _------ , /
,� ,, / ^67
,,+f lrlrr
\
/
i o MATCHLINE
I
— — — — — --
L 0
\*41 of
`60
B300
Jw
0
CM
RS
\ _ _
_ \
\ _ /
_ _ J / / /
5
,
0
00
°° �c�-� ��\ \ `\\ \ \00 \
m
' — —
\ \ \ \ 690\ \
— _ _ / '
\\ '\
\ — — _ _
65'�
oo \ \ �\ \\ ` \ I \ \\
DWELLING \ \
I
\
689 / �/
�------
/ / I / '
/ /
° \ \` \\\\ \
1 \ \ I
o \ \ \\ \ \
\ to \
\ \ 0 \ \
--- -_ \
39 _ 6+ / /
9 /
/ / / , / / , , / /
/ , / / / 1 / /
/ / / / / / / /
1
/
/
N c
v o
Un
LU
° \
\ \
\ \ I I
- - 69 / 1 / l /
/ / l / / / / l / / , / I '
I
I
H 2
\ \ \ \
/ \
° \ \ \ \ \
\ o
\ I \ I
moi'
- _ / /
\ I / / /
/ / ,
/ / / / / / I I
/ / I / / /
I
\
Ln � (D
t- LLJu c
O
U
° I �\ \\\ \ 1
I
11 I I
\ —
66 _ �-- _/ / / l l , ,
/
/ / , / / / / / J , , // l I \
/
m 1 I
\ \
� �
p,V., �o p
I
/ /
/ / / / I
C7 N
W
o I I II )I \
co
-_ _ /
B4� ) I / /
' /
/ / / , , / / / , / /
/ l / I l I /
I 1
I
\ \
_\
a0�� M
Oz
w
\\\ / / II 1 i /\!I I
o
// / -
) /
- -
/ / / , , , / /
\
T >
\ '
-
- 00 66 / / /
' / /
v00iU-) =
LL.
06
N
o >
I ° \ \\
\ \
L
H N ce
Lr)
0
LU
I ° I I 1 \
\ \ \ °
N n)
�
I / 1
k.0 LU
LL
101
w
I I 1 to
1 °
0'
I I I
I I l \
\
P / / / / i I 1 ' ' I /
/ o I
\ \ \
LU
PIN#: 0119107I \ \ I
` ° I I
\
, ,
TANYA LEE HOBSON INGLE & I , \ I
TOMMYMICHAEL INGLE, JR \ 1 ) °1I \ I I
/ /
I\ / /
/ /0/1
/ - o' ��p ' ' ' ' / ' ' \
\ - '
DB R 7800 PG 1435 ) / o I 1 \ I I I
16 I
/ /
/ / /°
If
W
o
N
ZONING: AG , / 0
o/ / / / I /
c9 1 \6'c9 `
Q
I Ir
USE: RESIDENTIAL / I oco
c C.0
- -
/ o II
/ o \III 11\ \\
1 r /
o/ / / / I / I
\ —
-__-
_--
DATE
1111)11 II
�/
///,/�
/ o/ \ \
1 I / , / /
/1 \\\\) �
—\_ _
—
06/26/2019
\ I
/�/ /
45
/
\ -- �_
DRAWN BY
/
/0 CD''
J. MOORE
/ \ / ' \ \
_-_ �_
DESIGNED BY
R9
•
J. MOORE
® I
_ _
-
-
/ I \ \ _ - - - -
_ _
_—_- - - - - - _
-® r.0 - -
•
CHECKED BY
_- _
•0
J. MATEY
I!
I
\\\\
•
SCALE
0
\
��
10
1
1
o`er
- _-------\ ------
--
-
_-
„
Go
I II
i m
I I I I I I \\ \
\
S 0 z 1 /I
I II
1
_ - /' � \ \ ,6
Q
\ ca D I
of
�V
D o\
dk
9a
0
0 0
\
O
�
V
°
0 \
LU
U
oo0
I�\ I \�
\\ \ \ \20< ZONE 2
\ \ �OFF�R
6,66
o
U)0
( �
0 °\ / \
o ) 11 \
1
I \
\ \
\ \ \
Q
\ \\�\ \` \\
° 0 1 I 1 \\ \\\ /
\ \
\ \ \
8� \
\ I 1 '
/
U
H 0
O 0 0 0 0 \ \
0 0 0 \ \ \
° 0 0 0 ° I I I \\ / ��
0 0 S\ \
_ / \ \ •
_ _ _
�S
I l \ \ \ \
\ \
\
z
11
0 0 ° 0 0 0 0 I II\\ \
\ \
�� 1\ \ \ \ \ \
1 /
— S,O
\ \ \ \ -
\
i
\ - ` \ 6,
I _ \
J
\
0 0 0 0 \
0 0 \ \ \ _
° °
I\
\
B F'YZ0
\ \ \ \
\ \ \ \ \ \ \ \ \ \ DM�lE 50
\\ \\\\\\
, 688
AR9l�ND 1
66S
\
\
Q
z
Q
° ° °
\\ 1\ \\
\\ \T'OP
\
\ \
\
z
z
\\ ° \I
° 0 ° 0
UI
\\ OF
\ \ \\\\ \
\ \
STREAM /' 6 \ \ _ /
6 51
\ DnVIUEFO�owvs
0
\
\ \ B 11 )
J
0
o
Q
\
° I 0
\ \ \ \ \ -
_
' / '
BACK OF CURB
/
ce
0 0 o
\\ \ \ _
- -
-_
0
° SSW�MAyVH
— — — — — — — ° 0 )4/M.\65Y.60 I 0 I
— o INV lld (N)�639.4J
\ \ \\ \ \ \ \ \ \ \
- / \� 0
I \
-J
H
_ -
'
— _ I
— — \ \\' \
— — � — ° INV OUT (S): 6�9.39� I ° I \ \ \ 1 1\ \ \ \ \ \ \ \ / ' / / 1 ��` ° \ \ / ' 69� B 1 B �
— ' \ 1
=
CD
<
— — — — of
0
1111 1\\\ \
0 /)
0 o
o / \
000
z
W
/ / o /
00 (o
\\\
\ \�
o/ / / \ \ ��
1
W
0 0 /
0 0 0 0 — — / / b
o 0 _ - - - - , /0
/\� \
\
/ S \\ ISI II
//
_ _ �� I / o
- /II 11j \\
I
° ° 0 0 / //
' , ,'
000 --__� -� / °/SSW
° - - -
\\\
\ 111 11 \ \ \
MANHOLE / 11\_- \ \
\
/
\--- VIII l/ o
//// II �) �- / -9 01
�l
0 0 O 0 0 - b RIM: 646.40 ,_ -` \ \ I \� o,o-
/�-
0 INV (N): 63792 ' / 6 /
0 - ' \ 11
0 � o _ �l0
0 0 0 /NV OUT
(S): 63782 � � ' � ' - � \ \
/' / / 0 �\ 0 \
I
J
0 0 0 0 0 0
° ° 0 0I0.
- \ \
II/ l,l ! q� - If
0 1 \ 11
°0 O O 0000 PIN#: 0119114
°0
0 00000 ANAAILWILLIAMS
� 01 \
0 1 ° °O�( /
/
MW
ce) 0 DB R
1 1
ao ° o °
o ZONING: AG
oUOERESIDENTIAL
o
0
I
QMqVE AN6 26'
AO D+ T P P4D
�
Q
O
°
1z
0
O
0
° °
°
\ o '
\
o ° \
\I
'1/ �\0
I
/SW
JOB NO.
° 5
\
SEE SHEETSW-1 02 & -199
/
SCALE 1"=40' 0 o
°
0 I °
O V
I\ \6
o °°
FOR P�NQ-B bE�AILS
42407
0°
0
O
�o \
Ol�
\
/
p
J1
/
SHEET NO
.0
0 0 0 O
40' 80' 0
0
\
\ \
C-609
° -
�
0
N
U
C
0
U)
m
0
0
Q
C
Q
0
0
(1)
U)
a�
0
m
ku
C
CL
as
�o
oCL
�
C7
N z
0o
t2
0
m
E o
0
at
mN
a o
C7 �
c') N
z
o�
� a
axi
� o
o
0
at 0
CL=
2
�N
U �
axi o

f
0
00
O
0
a
L
0
N
U
C
N
U)
U)
0
Q
CL
m
0
a)
0
m
C
Q
(a
�0
o
C7
00
6
m
E °
� 0
� a)
mN
a o
C7 �
z
0�
Q
o
0
a) 0
CL
o
CL
N m
� 0
U �
axi o
\
1
SHEET C=606
O ` /
1
700' -
/
'
MATCHLIME-,
—.",D�o�a;f�y"
- — - ` 700
\
/ , / , -
/
- \ \ \ \ \ _ \
\ \
% \ \ \ \ \
E
/
o
0
U
w of 0
LUZ
W c �
--__- -
/ /,
I I \ �9
wLLUN m
D.RMN-AGE-BREAK
/ / %
1 \ \
, / ,' _� ,
/ / DRAINAGE BREAK
,
�
LL. =
w
1
- ELEV = 700.65
ELEV = 700.65
,
I
CD
w O r1°i N o
O
w
�,
0 LU
_LU
_
W+ X Q
Un
LU
\
-- -- - - --
I'
\
----
—
�N �
(n
LU
I1
__
------_-'�' -----
_
'
' '
I
\`/
}
L
p
B7
_-_-
/j�I/ / / / / / /
/ / / / / l i / /� / ,/ 1 / //
1 1
I I
rvM
-----------------------
-
�w
O
LL
00
6.
-- -
LU
' ,
' '
'
'
- - - -
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
_ - - - \ /
\ ' / / 1 / / /
/ / ' / ' ' ' _
I
, ' '
Unp
-
LU
�
------------- - _ 700—
w
00
/ '
\
DATE
0612612019
�-
DRAWN BY
675--,'
J. MOORE
/
DESIGNED BY
J , l 1 / \ / 1 I / I /
,10
1
•
1 I / I I
I
/
•
1.MOORE
/
/ � / / /
/ / / I I I /
I , I /
I
I � / I I
I I
CHECKED BY
_
-
-
Z
l
I
•
1. MATEY
---
-
,�670
I
I I
I , - - - ' / /
/ '
\ / /
1 I
•
SCALE
,,c
/
'/l
/
/' // //
/ // /
I /
/
/ l
I I
I
11 //
j
1
1
/
I
1 = 40
SS ALEe 1"
0' /'
/ 1
/ / , ,
I I
/ 1 , / ,
, I
/
- - -
-LL-
/ / 4(% / '80'/'
_
,
LU
6
\
696 ,1-696--=—
_ /
- �' ,
696 ,=�
7696
,
/
CL
LU
695
'
' ' 695
\ \ — - 7 _ 695
1p
I I
I I I I
N
,
u
z
C)
w
/ /'
/' / / /
' / ' / / ' / /' / / ,' /
- _ _ /
�' / /' ' / / / /
\ \ ,' _ �' /
I J I
I I I I ' 1 1 I
D
m
rl
_
U
LLI
LUM
III
/
z
694 ' /
'
' I 694
694\ /
/ I
I /
I
1..1�
LU
z
\\ I
\
/ /
/, i
J
� I \ I
\ \ \ \
/
I \ �
\
\
\ \ \
%
\6g3�
\ I I \ ) \ -) \
� -_ �/ /
\ \ •g3
/ I 693 /
i '1 I I
I
I
�O
-
Q
Z
O
\
i
/ /
/ \ \
\
I
' ' \
/F
z
O
z
\
B11 I
\ \
/ I ,
I
/ \ \ \
i i r / 1� i \ \
I /
\
` -
B19a \
/ / ' ' I
B29a 1
I
I 20' CCfSS I I '
S \
\
B 7a
-
J
U
Q
\
1 1
/ / �
I B29
II I n
I I EASEMENT I I
I\ I
I
O
V
\_ \ I
11
1 I \
I
IILL
-- --_''
_
-
I
\ \
-
U
J_
H
\ \ \ \ 1\7 ® B17b \ \
6g�
\
- - ' _ - - -
\\ \ 1
- r
\ I B29c ® \
- \ '
�J I I ' I
'
/ I I \ �
�
\
27�
�
/
6g
I \ \ I B 1
I \ \ 9� \ B 17 \
- BJ
1 B 19 6g�
- _ \ B29 \
g1
gg I _ _ I
I \ \ 91
B27
\
- - -
/ - - - I
- /
_
o
1 1 1
W
V
690
685
DMUE OVER AND 20'\
�AAOUND�T POND I
695
-
w
V
- - -
- -
675 -
r I - _ - _
665
-
_
-
11 \ EW -B
_
` \ 1 \ 705
—
\ \ I �F BUILpING SETBACK
- - - - \ \ I N88°44'14"W-
\ 1 I 280.16'(TOTAL) ' 1
\ ` \
251.09'X700
705
-
MM
W
— —
— — —
— (— --- — — —
— — — — — — — — — — -— — — — — — — — — — — — — — — — — —
— — — — —— — — — — — —
690-
I
'
I
/'
HEDS I / , /
I I 1
20' ACCESS- �i,� p�`
-E�MENT
O
'DMUE/FOLLOWS
PROP' RTY LIN
``)
JOB NO.
SEE SHEET SW -102 & SW -103
FOR POND -B DETAILS
�' _ _ , \ \ \
- - \
\\
I 1 / — — — — — —
N -
-
42407
- \
\ �
,
-
_
SHEET NO.
DWELLING /
i
/
'-
/0
F7
C-610
--=-1
-' - - -'---=----------------------------------
,
0
N
U
C
N
U)
U)
0
Q
CL
m
0
a)
0
m
C
Q
(a
�0
o
C7
00
6
m
E °
� 0
� a)
mN
a o
C7 �
z
0�
Q
o
0
a) 0
CL
o
CL
N m
� 0
U �
axi o

0
C.)
.,.
0
00
0
0
a
L
0
N
U
C
0
U)
m
t
3
U)
a
C
CL
m
0
a�
0
m
t
C
Q
�a
�O
CL o �
C7
z
00
t2
0
�o
m N
a o
of
0
c')N
z
o�
2 a
2 axi
Oc-+
0
CL
Q�
N m
U �
N O
1
I
1 I 1
1\ I
�
- ' -
' \ 1 I \
\
\
\
' \
\N 95.5 l}
\ \
JJ
T14EN(tH
ti�
\ /
I \
I
SHEET Q-607 I /
J
,
\
,
I \ 5 \
RAINIW/
I
/
I J I
(
++t++e�f ?O/
G��.0
700
MATCHLINE I \
\ \ / I \ \
\ \
\ \ 1 I I 1 I RASE
1
,,,*. OF
.`" DQ:• ' SSI`p'•.,
9 ��
�•� w
,/ / ,/
� II
I
/
( I / I 1 1 \\
I
I
cot T N
�
C.: -I0 N
/
/ i / \
I 1 I I /I'\ / /
/ \ I I I
1 I \ \ I I
`
/ Lo 1
\\
I / / l I /
I
RFTUkN
\ I
\ I
/ // /
_ -' ' I I I /
/ ' /'
1
I I , l 1 1 1
1�
I / / \ I
I
CFNTEF�
—
_ _
/
/
\ \ / �
I
I I I 1
(FFEI= 696.20,
\
I
I
54" DOCKS)
1
I
10 1
/ I C91 \
1 I
1
/ ,
� o
_
(
C NNEC-IT I
I
1
1
I
r, 'i
N
Un
�
DOWNSPOUT JJ I
TO C11 \4 8" PvC
I
o
z E c
z
/
w
L,HW��
OU
I
/ 1- / \ \ \ \ \\ \ \ \ C1 \ J
ULL.. Lr)0
w
-
-
DRAINAGE BREAK
IELEV = 700.65
, I
1 1 / - _
/ /
\ / / \
/ DRAINAGE BREAK
/ ELEV =700.65
, \ \
\ , \ \ 1
\ \ \ \ \ \ \ (
®
1 1 \ 1 1
I
w M O N
I I
CC �0 w
�Oa�M w
a
I
C1'
zcmiiM U
Z
U
_
LLI13
kD 0
O
>Lu
Lu
LL
[I
OMSP UT ON \ \ I
Gk2AD�(Tl'\P)
(D
N
Lu
Lu
I
L0
KEEhMAINTENANGE /
I
1 I \- \ I
I
>
BUILDING /
(FFE=692.0)Lu
\ \
1
Lu
a
ko
Ir
/
r
06/26/2019
DRAWN BY
/ \ / ' \ /
\I
- - - - - -
, - - -
- -
I \ \ \ _
/
/' ,' / / "
/�
J
J. MOORE
, \
\
6OWf4SPQUT ON
I
DESIGNED BY
G'(RADE (TYP)
/
1. MOORE
"
CHECKED BY
_ - - -
' ` - '
\ 1 / ' - = , - \
—
/ /
/
/ ` - - - \ \ \ \ \ /
1' J
•
J. MATEY
-
-
— J
'
/ \
I
I ,6-SJORWDPAL�019E �
RLMBING WGSJ__� _ - - \
I
•
I INV: 9=4
1
SCALE
1 40
��
SGALEI 1
C1 3a
0
416' I I 80' '_--_'\
�/ \- ,
` \`\
----\\ \\ y
I ®
\ \
•
/
/ _
696
/,
/'" _-'"
\ \I gyp\
\
M � \ \ � N I
\ \ CID1
\
I 12" PVC ROOK \
DRAIN COLLECTOR \ 1
@1.00%MIN ,
/
/
•
Lu
T
- - -- \�
— \
1 I 1 I \
\ \
\ I I
J\
Lu--
6" STORM DRAIN PIOE
\
-
\ ' I \ \
/ I
I
(SEE PLUMBING/DWGS)
I
\
\ -
\ / _----------
--__--
\ - \ \
\ I \
\
1 INV/:68�.40
l
0
695 / / / / 1 /
/ �\
695
C)
LLI
I- -- �_
'N '
_
wLLI
i \ \\ \ / III-\__ --\ \' - V
w
Q
\ /--\
_
— — —
I
/'
I
I I I \
\ -694 \
\
\ \
\
69u'_
\1
\
z
1
I' \ \/\
16941 I \ / \ 7
\ 1 \ /
�� _
I \ \,
_ -
-_ �'�_-
\ \
\ /--�
\ 694 \ - \
_ _, / / \\�� \\ ,, �,_---------
- _
- / I
/Lu
Q
Q
LU
0
z
693,
IUB
Q
Q
693
\
I
J
-,
00
61\
69'? \\ \\ I
1 1 I
6
1 I I g3
-_��
\
z
O
-\ -\ \\
\
I -6g0_
\
/
- l ___----- '
;I �\ `\
Z
z
\
B 7a
\ / \ \
\
iit\
I I I
I
\ I B21 a
\ - - - - -
\
\ 2V,eCCESs -
�
— C31 - _ / I \\ - _ C
' I I -
/
_ -_
- -
I(A
J
U\
\ \ \ \ \
I
I
B21b
_
- _
EASEMENT \ 31
, III\ 11 \\\ \ C32 ` - \ _ _ -
- / / I \1 -
I _
-
0
0
r�n
O
LL
co
\\ 1\
II
\ I \ \
\
- \ `
\C31 c
- - - - / \ \ \ \ C3d
-
33C /
1 \ \ \ \\ I
\ 1 I
1\
9 \ B21 \ \\
6 1 \
69
�7
69 C31a
6g\_,---_ 6' _��9 33a
7 -
-
\ \
2 \
' \ 692
\ \ ® \ \
_
2
\
� \ �
\
1 \ \
� 690
-- _
685
1
/'(/111
J -- —
/
_� J.
- -
690 �
— — — _ -
_
\ � -__\-
- \
-
-
W
1..1
rr nn
-
---
I
/
1 I (J
�
\ \ �_DM1��5000IVB
r-\ -
--
_
\
I 1
TOP O F\,STRF,,AM
670
/-a—�--�-
1
�0'Zb�VE-2
BUPFFR
O
�O co ^-r-fieri /
EM NTI I I
I 1 I I I \
\ \ \ \ \ \ \
\ \
__ �/
O'IZ(41A/F
1BLJ�FF�f?
_ - - ' / \ \ _ _ - _ -
� _ — — — — - / ' � ' \ \ � \ _ \ _
_ — — J � _ -
� J
JOB NO.
42407
SHEET NO.
,-
-�
_ l
---_--'
--
C-611
5 PPEA—U—
IFFER
\ \
\\--
0
N
U
C
0
U)
m
t
3
U)
a
C
CL
m
0
a�
0
m
t
C
Q
�a
�O
CL o �
C7
z
00
t2
0
�o
m N
a o
of
0
c')N
z
o�
2 a
2 axi
Oc-+
0
CL
Q�
N m
U �
N O