20160968 Ver 1_Approved Paw Creek Village Ph. 2 (Full Set) 10.28.2016_20161102

MOORES CHAPEL ROAD
h PAWTUCK LATHAM-WALTE S
ROAD LI) ENGINEERING, INC
N.C. CORP. LIC. C-181 5
o 16507-A NORTHCROSS DRIVE
HUNTERSVILLE, N.C. 28078
j PHONE: [phone]
PHASE / FAX: [phone]
PAW VILLAGE RD
PHASE 11-
SITE
I SITE 10oCAR,
000 00
O�oo°oooo°
% SEAL o
VICINITYMAP = ° 176�4p6 / %
N.T.S. °°° Q;'o
` 000000
/IIIIIII\\\\\
JULY 28,2016
DATE
PAW CREEK VILLAGE PHASE 11 dd0e
HOMES
PA W VILLA GE -I'Dx OA D EXTENSION
LGI HOMES-NC, LLC
CHA-jL'DxL®T TE NORTH CA�OLIXA 28214 ANC STEER, S N DRIVE
LANCASTER, SC 29720
9 PHONE: [phone]
[e-mail]
MECKLENB UR(3 CO UNT Y
coN
W N
cf) U
Q Z
1: Ld
CIVIL PLANS
SHEET INDEXw O
Sheet Number Sheet Title Q
C COVER =
FORQ U w
CI.O SITE PLAN J
C2.0 EROSION CONTROL PLAN PHASE I J
C2.1 EROSION CONTROL PLAN PHASE I X O
C2.2 EROSION CONTROL PLAN PHASE I W
C2.3 EROSION CONTROL PLAN PHASE 11 Q
C2.4 EROSION CONTROL PLAN PHASE If Q
LGIHOME35o NCLLC C2.5 EROSION CONTROL PLAN PHASE II 0
9 C3.0 EROSION CONTROL DETAILS W
C3.1 EROSION CONTROL DETAILS /1/ W
C4.0GRADING PLAN LL Q
30373 SHERMAN DRIVE C4.1 GRADING PLAN U
C4.2 GRADING PLAN J_
C5.0 STORM DRAINAGE SCHEDULE
LANCA35TER
� SC 2972® C6.0 PAW/VILLAGE ROAD EXT STA. 0+00- 11+00 PLAN-PROFILE
C6.1 PAW VILLAGE ROAD EXT STA. 11+00-END PLAN-PROFILE ^�^
C6.2 YURMAN ROAD PLAN-PROFILE L.L
PHONE: (8®3) 487-9340 C6.3 PATISHALL LANE PLAN-PROFILE
dhen,sley@lgihome,s. com
C6.4 CHATUGE COURT PLAN-PROFILE
C6.5 BECKINHALL DRIVE PLAN-PROFILE REVISIONS
C6.6 ROSFIELD DRIVE PLAN-PROFILE
C6.7 ELLINGFORD ROAD STA. 0+00- 12+00 PLAN-PROFILE REV. 1 -04/19/16
REVISED PER CITY OF CHARLOTTE
C6.8 ELLINGFORD ROAD STA. 12+00-END PLAN-PROFILE COMMENTS
C6.9 LOY COURT PLAN-PROFILE
C6.10 STARNES ROAD PLAN-PROFILE
C6.11 ZULLI LANE PLAN-PROFILE
C6.12 LATIMER LANE PLAN-PROFILE
C6.13 TALBERT COURT PLAN-PROFILE
C7.0 MISCELLANEOUS DETAILS
C7.1 MISCELLANEOUS DETAILS
C8.0 UTILITYPLAN
C8.1 UTILITYPLAN
C8.2 UTILITYPLAN
C9.0 LANDSCAPE PLAN
C9.1 LANDSCAPE PLAN PROJECT NO.:2015.32
eJ'TARNES RD. PR OPER T Y WAS APPR O VED FOR C9.2 LANDSCAPE PLAN
CI0.0 STORMWATER QUALITYPLAN SCALE: N.T.S.
ANNEXATION1IXTO THE CITY OF CHARLOTTE BY CIO.] STORMWATER QUALITYDETAILS DRAWN BY:CLR
CIT Y CO UNCIAL D URIN0 THEIR MEE TING OX �f UNE 27 CI1.0 STORM SYSTEM DRAINAGE AREA MAP CHECKED BY: MSL
�/ C11.1 STORMWATER DRAINAGEAREA MAP
C12.0 EROSION CONTROL DRAINAGEAREA MAP
1). CONTRACTOR IS FULLY RESPONSIBLE FOR CONTACTING 012.1 EROSION CONTROL DRAINAGEAREA MAP
• APPROPRIATE PARTIES AND ASSURING THAT EXISTING C13.0 BMP DRAINAGE AREA MAP
UTILITIES ARE LOCATED PRIOR TO BEGINNING CONSTRUCTION.
2). CONTRACTOR IS RESPONSIBLE FOR PLACING BARRICADES 013.1 BMP DRAINAGE AREA MAP SHEET NO:
® TO THE PUBLIC.USING FLAGMEN, ETC., AS NECESSARY TO INSURE SAFETY 014.0 STREAM BUFFER ZONES& FL OOD WA Y CR OSS SECTIONS
3). ALL PAVEMENT CUTS, CONCRETE OR ASPHALT, ARE TO
BE REPLACED ACCORDING TO STANDARDS OF THE NORTH
CAROLINA DEPARTMENT OF TRANSPORTATION.
4). SHORING WILL BE ACCORDING TO OSHA TRENCHING
Know what's e OW. STANDARDS PART 1926 SUBPART P, OR AS AMMENDED.
0111 before you dig.

MOORES CHAPEL ROAD I F 1 N09 3 INTERSTATE HIGHWAY 485
LINE TABLE LINE TABLE (CONT.) J 6>' 208"
LINE BEARING DISTANCE L10 S135123"rV 28.19 FLOODWAYLEGEND INTERSTATE HIGHWAY 485 19 MECKLENBURG COUNTY
/ 169, E 403NCDOT PROJECT 8.0672209
++ 4
xolrra FUTURE CONDITIONS FLOOD FRINGE LINE FCFFL NCDOT PROJECT 8.0672209 +A��•. 9'
L 1 S72 48'10"W 12.65 L 11 S69 49 28"W 33.13 ( ) ` MEC ENBURG COUNTY
\ I
L2 N87*5844"by 16.15 L 12 N52 40 26"W 21.33 FEMA FLOOD FRINGE LINE (FFFL)
COMMUNITY ENCROACHMENT LINE (CEL) 0 43¢SNE 13 �2
yyTUCK L3 S20 21'15"W 12.69 L 13 N76 00'47"W 27.65 ` e1g
PA FEMA FL ENCROACHMENT LINE (FFFL) • `\\ �`L5'
47) ROAD L4 S00 4553'E 28.86 L 14 S56 58 23"W 18.51 >� \ 4 30' ssE, DB 7 7907-107 T217- De 10709-904
vl 25' 45' 30"
L5 VnRlES SO' 45' 25' ' \-_- + /
S30'11 26"vy 16.48 L 15 S80 29 25"ry 35.45 /N TERS TA TE HIGHWAY 485 m'
m �i i 9Z 05.06' s0.oo"
a= L6 S76 23 53"W 18.16 L 16 S53 4324"W 40.57 NCDOT PROJECT 8.U672209 -7 /' OO'
d 1
O tZ0 L7 N70'15'40"�V 53 63 L17 S34 42 23"W 22.54 MECKLENBURG COUNTY
� ♦ � ,ass - 20°� E7 s
LS 8.00 L18 20.78wa ��; �� 49 e -o
I AC o.o
�� �� �W �m �� � ♦ �2 � + ♦ ,•'� > � 060 S0 � 1 �' - s
S78'1 T00"W SO4 O 1'37"W 0-0o so.o0
�' ��" '� � �' ♦� ---�_\_�> 6� / \ 7850 S F. O - a8 r So
PHASE I L9 S55 22'08"W 8.82 L 19 S09 2938"W 16.77 o y� " as ♦ / sr \ 469 s. 47 r 7 00'
PAW VILLAGE RD O °S 1
PHASE II ST Q PARK & REC GREENWAY EASEMENT W/LL 30, s E �� J 664 s.
ARjVE THE PROPERTY LINE FOLLOWS THE CENTER OF THE BRANCH (L1 - L19) \ BE DED/CA TED TO MECKLENBURG COUNTY V SS a ,0g ��- 8252 sF_> ` 669 s. . 45
S (�; Q Q SWIM.STREAM BUFFER ZONES 4Ss � \ 33.96'6 673 S. � 44
SITE v UPON COMPLETION OF CER OF TYPICAL CROSS R 4 �� � 43 I
/� Q ♦ ) _ & - 680 S.
131 6O CCw V OCCUPANCY OF LAST HOME. rs - O �Ayc a �� �oa I ° QHS :201211
0 FRQ - O
-
TOTAL AREA OF FLOODWAY BEYOND FEMA FRINGE.• 450,393 S.F. 5' "W BOUNDARY - "`\ ` R-3 °RFF 1' O 52 °11 S�BgCK 7858 s.
33. ��b �' �' I 0, (nP�
AREA (509•) REQUIRED ABOVE. 225,196.5 S.F. N 11� � a 2 it8 14'2��W- \ -- --- - \ � � ♦ - � � C �o ' so J L - -1 _ I
AREA PROVIDED: 234,432 S.F. = 5.38 AC. ` 69
F2 NO9 - \ S - - O - I �'„ '�I`i���
�5 926, 6926 - - ��_.- �_ • j2� _. URS oO e7 J
,2g"y1/447' -� A �� "� ♦ .✓ mss"29.6F1-
"W
9.s� S 4�
VICINITYMAP 11' 2 - __ _ \\\ O
to XS.D.T
N.T.S. ,o ♦ n. ' S.F. I s4 I I I s6 (rrP>)
C'p \ g v `\ 8987 I 55 I Ua 0
, ,� BUFFER \ h'-� ------- - .
PARCEL /D: _ \ V I - J Mi:: 6.. _
REMAINING PORTION OF INTERSTATE HIGHWAY 485 \ �O\ Ex. CL o 6 \ 6268 s.�. r- 30"x30" 4z `j N a
055-22124 NCDOT PROJECT 8.0672209 60'
1 5 ' F oB\ �_ PAW CREEK \\ Qom. \ I I o I 57 STOP SIGN 16679 S.F. I
+�1 . , • AV V L - J L - _ L --)00 S F. (TYP.) I L -42820 o
JDSI LLC MECKLENBURG COUNTY +•�l ♦ s
- ,_- \ � _
DB 29773-373 160 5 / / FFFL cF� --� - �� A 50.10' 50.70' 0 1- a J o 41 o
EX. USE: MULTI-FAMILY j tJ`L1 090?=107 -C '\• o to I I J
EX. ZONING: R-12 M.F. X15 ' / - �QEas FFI_ L6000 SF o u
20 D.E. _ ( e� FC \� ` ------ o \ 6000 S.F. o -F29BOJ
MECKLENBURG COUNTY /�W 383.98 /� \ \ \FcrF� -Jv 1` - - _ *-r;- - - - � `r= , f \ \ I- ae- -
N - \ \ \ /i \ \ 2.7� _139.84' /0. 6 01 DD, ` \ A 1 o I U o X
5Q�' SO.00, _ \u'� ♦ _ �' ,i�, m ., � s9 I o L I u
x �I 5000 S.F.
70 r so 00, s �,L 6o �F, , 2s -aze eo=1 O
96 194 l - 30�E4 0.QO' so. J _ - - - 1 -' \ • �(- - - - oo V r 39 �Y OA
39 S I �8207 S.F./ y T�000 d 93 �ETB4CKI: e \ H9. S� �'�`� 1 �0 � I ■ / o�I 10�' : oI IV o Iia
i 2 _ 5 92 I I �O n
_ F. o
-
-
6000 S.F.
APPROXIMATE I
b _ _� 100 ACK 15' '• •_' N _ . 0 �ePG \� 98 \\ J 7.28' 89 6797 S.F ro I ! n r _ B B0- JN I oor 38 -I �l
a 112 1 o s / 48.84 0"s J 000 s. 37.0
LOCATION OF � 1 �SET �, O
� • RFA 50 \ 87 s.F. Ss -
EX. POND z 20 �� 70 �3 soO�;J - � L - J Oo0 S. .�000,5'� � .. 0 L - JI� o LN
EX.
o r / '\ 0z �� i- vas l o I o 6000 S.F.
7 5237 S.F •�- � 6 50 20' 6 �' '�Ti' � ■ �
QUAD. rr O' S ' 0 So. N S J L l O
3 G�/ 06" FRO - 8 1 �j l o -,2&-80=1•r
113 � � - � � � � � Fi ■� / O L 60 J � _
/ \ 4579 �TSETBACn
- J CUL-DE-SAC 1 �' S �1 look s 0966 oO" cK -? J L� ay o - -I
h \
a - 6220 S,F - �� 1 o f 0 37 0
(QUADL - - ��CLDSM #11.16 SF. 5 7F �o ...moo, ' r - - J f� I / 0 62 o I I o
20 = 125 83, L�``rc`�' 46 5 y EE 4 0
�� G O fCF I o
60� 101 77 66.8 214 q / 7 \ / S CI FOR BUFFER I o : L600D2aeo_1
/ 74.86' q . R 3 / / \? I�
L _ - 257 S._ I
- _ APPROXI , o s F./ 2 �� ♦ EL _�.
a9 6 _ ... •. �� R-I2 - O LIVG LI h° ��: 50. y l �- 3s x35' 33 - _ ZONES& FLOODWAY -
/ � F o0 63 o to I o
MF � '\ �- ' ��/ 168
n 6 F I
/ 5 � � I I
/ 16190 S.F. /
�. 167 � � �� o � ` .• 1 lrrP.) o s4 • � CROSS SE TIONS o I o 000 s
R 103 > g9 O 34 S. 6653 S.F O - �' � �� ✓ L 6000 SF
I
153 0 / � � -
/ / 5 g 6000 S F o
\ �,�7. .. 07T 239 I l- - h - o 0
\ / 1 S.D.T. (TYP.) A 6848 S.F. / J h �QNl� / r 50.00'
83 �■ i. � 50.00' CK - -1 I o h � Z
\ 1 7 -- / ♦ _ RFAR°sET 50 00
0� 165 16 S.F. 6098 - 6000
V Z 20 � 0 6000 5 F_ o
15' I I / / 15 S D. 5p - O o 154- - h -_ �� i " I 67 ro - - - o I 34 o
h 0 6573 S.F. 00 gP -lam, h 1 L 000 S. OO '/ r N I 66 N �J
$670 S.F. I 68
/� 1
QUAD. 104 /5� 61 S F. / / 4` 6200 S F o r 1
�j ( �� I, A N 69 00 S. 65
o. / • / �� QUAD. / J I. I I / O / �' \i �2 � � 7 O / 82 P� -� � I �_- �, 1 � 70 O I I 00 S.F _ � I O �• � 6044 SJ o N O d � I
o / - J o 1 6�� 1 oo s.F
/ 75774 SF / F � % moi, 3 S � "� � <
115 , i O' P 0 O ■ /d 464 S.F J
� \ 5 I � - � `� 1 i � i i 71 00 S.F 6297 S.F X6.47' I �
1 (QUAD.) /2 164 / / I r I 155 6' L 6000 S.F o ( I -�
ss' � � 1 - - _ � L - �- 7 '� • I
h O o - - h 1 _ _ ,✓ \ 7 6 S.F FPE EL� _ J L K 0 100.2 .
17933 S.F. L - - - J / G� �0. / I 150 VI 6779 S.F. 2 J 72 L �- $ BAC 50.00 Q Z
(QUAD.) _ Q N
,f 18647 SF gP L- o� 1 FPE ELEU 1608.0 p FRONT 50.00'
120 I I rt7s-�8 �z 2 5��(/ / 170 I h �I -F2 J Si I 1 � - oo' S0= o v o
17 QUAD. j' / v, 8644 S.F. 6 B 26 I '• n'
/ Y yy
O U C Y R h <n Yr -��. i 874 1608.0 44'41.57' 50� , rA
J (QUAD.) I � U 156 Q 6494 S.F. � � 1 �• 7- �
N ; 7882 s.F. �m m 24848 S.F. I o o - I N I ±-608. S0 , nG OAD J o
e 122 ro �m I II L - - - -1 I 1 /� 73 \ 0LGE g _ 50.00'2 .071.87' 7 64.87' v n
L I I (QUAD.) I e tI � I� �I - - -= / ) I �► �nL -,7 I / ' �D. _ w
� (QUAD.
110 to 0 - 2997 80 I I� 7523 50 00" 50.00' cn -I
I 2 • 17762 S.F ti m O o a / U1 I - o o ti� 1 ..
(• - J 5 c QUAD. 2 4 O' ti R'12MF N O - o O e� ■ 7/ F� EL �• 50.00' S0. I 32 33
z l I I 0 I r - 1 SQ-1-
15387
S.F. N ^4 �� 105 / h L - - - - - _ I f L - - N 157 h AI N I 1608.0 -- ._ .�00' yo.0o' 20 FRONr a 30 31 4 I �U
QUAD. kI / 2 93' - - - _J - I O 6063 S F / 7a \
75788 S.F. � � (QUAD.) _ _ -1'2ti571- M �I � O -� n I i / � \ �7 O O. ., 7.8 '50.00'
L - - - -I o N o o QUAD. / -r1
/ ,� _ _ 728.79' � r NL 6000 sF o � '� II '� � � � 2 � f- - -1 r - -1 r 26
002 s.
IN I IN NI p� 163 0 �0' REAR SETBACKS 2S I 002 S.
R-12MF 116 X24-34= o tom,�., 0 / 2 L O I 000 L - _ ' P.o
6366 _ PE EEl!
' I I r -x749- -I L J L- - - - J ` °' / ►- - I� 7� 002 s.
I I ^� I 1_ss o tsos.? .
DO � N O 6080 S.F. �I N / \• / 002 s. L - 2a
I� O 2I I I - -- , �2ff'62- -1 /� \ I I 78677 SF O I �n 'C ■ \ / V ^O h0' . / Oo2 S. 50.00
SETBACK 50,00'
� o � � � � ; � (/ 162 � � n_ _
EnSEMENr I 1(QUAD.)
N rul 5 J I I I 161 I I I I - -� I
I o ( ) I I / S� O lag L I �7 40 50.00'
I 35X35 I 18276 S.F. -z2g B7"� -1 2 1 8229 S F''c�1 L J 1- RSR X0.00'
N 119 to Oti I I O / "o S.D.T. QUAD. 't I I ro I 4 /� J 50,00' 50.00
TYP. �� 17497 /� 18567 S.F. I o I \ 654 1 �O.Od
2 2 , I 109 N 106 L - I I I (QUAD. I L v 7 PE EL �' 50.00' � „�
I I, QUAD. 159 -I I o o _
6� \ L J "• "� 75402 S.F. _ - ) I O
-1-24-89= r I� (QUAD.) I O I 123 I t� / 528. - - J / _ 6000 S.F. I 6144 S.F J o ■\ \ \ ' \ o I 4 50.00' S05'0 49 DOE OSBORNE &OONY
0 0 O N I 76029 SF � 61.02' L 30"x30" �2 _ �7 \ j 1608.20 22 50.00' 512 LOFTIN
1 p NI. QUAD. / 77309 SF. i J1 22.69' ` >' -j6388 S.F I
NI I \� d I �j I A (QUAD. ! 229 STOP SIGN I 1- - _ o \ V Q 5 ' o v
T2s�o�- N 17451 S.F I ) i�� (TYP,), O . 'ooO, 0 160 -I L - - _j DB 21642-473
- - - ) I 3 / / o d o \ I 7099 S.TPE �L
ti 07 o� _ X20 o s 6608 sF. •I I 1505.2 ' r EX USE: S.F. RESIDENTIAL
-t1€ r- I I - - _J // A\ / 4.2 148 mss" L 6000 s.F I '- - r� �� �` 2BB� J 2 • o I EX. ZONING. R-4
136.03 o I I (QUAD.) D L -2 t g8= _J �X. PROPERTY LINE - 9 % 1 92' 73 �• 67.7
'� / �5 / 1 q�k'6a.a '50.01' _ J �m F ��♦ �� L585o s.F�I
90 g8 54' .. 52 76 7412 SF _ T O
/ r 30"xIGN \•\ I 21 r r
�� �, �� I 117 I � : _ � I 118 �QO I 1 / -� T- � �20 FROiVT SETBACK - - s8 Og• � 1 . I
EXIST. 30 FT O .• O - - - - 08 1 5773 S.F. / i \ 47 STOP SIGN o� o
PCO BUFFER �r I� I 19590 S.F. I QUAD. 0 �� I I I (TYp,) 7•�
QUAD. N 175125 S.F. I 124 � I 19335 S.F. / �� .6 / \ \ 7349 SF, 146 ■n r 5850 SF. V o
I I 35 x35' I h ) I / 5 131 132 I V 9 �,� O I r4s I t 144) I I ♦ A V� o �I - - _j N PARCEL ID: 055-221-06
(QUAD. 0 O OPARCEL ID. 055-227-09
n� t� 3677 s.F �' / I 133 �3,' �ti\ 7458 s.F 689 s " 143 6 8 PROP. \ �I ml ■� � a BLAINE ERIC DUNGAN
a Oo I I I In
SD.T I I I O II / ► O \ \ / �_ I �. I \ o� Ij
\ Imo•) I ro (QUAD. to i /� (auaDSjF 6QUAD.F s 27 s. h \ ti oo m ■c o� 1 °1v, rn BESS M. THOMPSON
I I \ 6795 sF. DB 19724-800
19 7 77 s.F v \ (DESIGl'BY KCI \� �I o Q
PROP. DAD END �^ I L - - - - II 22 9 \ I �'r I I L - - - ` m I EX USE. S.F. RESIDENTIAL DB 3825-207
L - - - -7` YI m 0 5 / \ I I (QUAD. 6 I I - `\ m 0 5851 sF o rn EX. USE. S F. RESIDENTIAL
W 85.77' ,'L?� 7.00 7 10.00" 1 �. 95.27 ) 1 .� ` - - - �� -J L 20' REAR SETBACK ) ��/� ;6a /. 'ro �- -7- ASSOC. �FNC) \�, I I,I NL _ - J� 4� EX. ZONING' R-4
STREET BARRICADE - / L_ 24.73' 95 S1 7 / \ J L - J L -
(TYP.)CLDSM 0.07A I ��n / \ I 53.72 26.67' - �/134 V f � , o - w .7_16n7 O1 35x35' - o r 18 �1vo EX. ZO INC. R-4
Ra4D 'B IC �2 / .\ S0625 44' 3.67' / J L 6000 S.F I ��' sQ 62 vi,�� I �I In'PJ o I o °;
\ - I 1N 293.94 8625 s.F /yam - - p � h� ,� - �1 I I I I I 5850 SF I o
PARCEL ID: -_ - . ^� 130 \\ PARCEL ID: 055-227-25 �� '�" - oof 4 - h' _- _ �I3' ■ Il : a L _ _ J PARCEL ID: 055-221-07 P - -
055-227-24 I - _ - - r
PARCEL I 055 227 OS
"HOWARD & BONNIE DUNGAN ROBERT ALE BROCK
` f \ /�'_ -�'-' aI vo �0 - `- I' �l I LJ DB 2638-270 5 09-737
PAO & KA BLIA LEE
0130.37' 764.97' 728.52' 127.02' 70 .94' 24. 1' � 27750 S.F. NV '
a J"x30" /� I�
JDSI LLC „ \ STOi SIGN- - - - - - - - - - - - - - - - - - - - - I \\ (QUAD) 1 DB 21920-894 - 6\ s�¢4. "' �L 6000 sF �� , ^ I o° EX. USE. S.F. RESIDENTIAL DB
DB 29773-373 \ ) r 20' FRONT SETBACK r \ Cw EX. USE: S.F RESIDENTIAL 7 408'32 8' 64.29' 1 = - Jv7 X92 _- - I 5850 s.F. o EX. USE: S.F. RESID NTIAL
EX. USE MULTI-FAMILY \ m (om'_� Izs � I 126 � I 127 � I Ila I 129 �° \ R-1 ZMF I � - r - - �r � �o j I ` -- - - - - _
EX. ZONING: R-72 M.F. � � 1,i EX. ZONING: R-3 0 / .35 'II �� 4 � :• _ - EX. ZONING.-R-4 EX. ZONI G: R 4
Y O I q� 136 N' ■ I
0 5923 S.F.
1i 75055 s.F. MECKLENBURG COUNTY � COS:
r\ 3787 S F 3647 S.F. 3776 S.F. 8720 S.F. VA I ti 6 I I I, A
MECKLENBURG COUNTY QUAD. I I I I o V � 137 138 / NL _ _
VA QUAD. QUAD.) (QUAD.) N (QUAD.( \ Q6 N �O�• 14466 S.F. I }} O -- -JN li 5850 S-FI o 10' SIDE YARD "W 511-90 75.70'
- - - - J L - J L 20' REAR SETBACK - - - - - - - - J a ti 0.23 A P757 S.F. 944 S.F. -49 F PCO 5 - -� TYP.-AT ALL N05'06' 50.00' So.00'
- J L - 0 �� / �ro.�s' BUF SER _ d ; �� �� L - ( 48
- - - - - - - - - - - - - ,1w` �1 / I I I �� fi 139 1 ll �. ��� / :� f 7�o r1 SIDESTREETS 00' So.oo' S0 00"
49.05' 67.30' 28.61' 98.84" 29.1C 9 F' _ fG/ /� �I � 15 ) 55.00'
727.07
8 .5� 94.53' I 1 ffL ,, 0 50
_ �' n� L 20' REAR SETBACK) - J L - J L - _ y 9
- 421.82' 783.42' b O fFF- 31.20 rFA I CKO
140.17' 0 5 0 0 7372 SF 7643 S.F L �• 10 8
SD3'D8 31"W 168.69 4_3 .6, 92.77" 5245' 54.90 56.82' 74.87' 4.78'29.6 L .2g 81 39. �� L I �, >o o _ - 3 r 12 11 17397 s.F
S03'04'13"W 421.82 S03'1027'W S03'21 48 W _ _ _ _
PARCEL ID: 055-261-,32 140.17 183.42 956 ' / . ' S03'15 59 W 1 89 S03'18'35"W 496.49 / 4 4 "� COS: O I 850 s
�� �� �o. -1 14 1 13 I 850 s aso s. _ J ROP. DEAD EN
PARCEL ID. 055-273-07 PARCEL ID: 055-261-01 KO VA & LINDA YANG / PROP. 2'VALLEYGUTTER ( P.) l 850 s. J L - STREET
. . 0.28 Ac. 8so S. L _ A
PARCEL ID: JAY COX & LAURA KNIGHT DALE J. HORNS DB 25425-880 / �/ �/ h \ >4s 72 s J L - s BACK 50.00' 50� BARRICADE
055-273-08 L 22473-960 DB 9455-727 EX. USE:S.F. RESIDENTIAL jPROP.S'CONC. SIDEWALK(TYP.) !� �� ' s 3Q7 �r _ J L _ J L _ 0' FRoo oo, 50.00' (TYP.)CLDSM
2
EX USE: S.F. RESIDENTIAL EX. USE.S.F. RESIDE TIAL EX ZONING.' R-3 ARCEL ID: 055-261-2 PARCEL ID: 055-261-24 / ` � � s' 50.00 #50.07A
SADLER, ET AL 50.00'
MARGARET ROBINSON GWENDOLYN WRIGHT SEE C6.10 FOR Soo f7 `�Y za.� 5 5029.59 _
DB 15023-834 EX. ZONING: R-3 EX. ZONING. R- O PRRO�S PLANTING STRIP(TYP.) ' �( T' °" / -
PARCEL ID: 055-267-36 DB 1005-72 DB 30749-622 STARNES ROAD TIE /N. \ - - s _
EX. USE. ccln 7 , -
MRS. N.B. ROBINSON EX USE. S.E RESIDENT/ L EX USE:S.F. RESIDENTIAL 3.. , ,:.. /
EX. ZONING: R-3 �/ I , _ / , .'` � 6ETB
DB 1005-72 P� h p. 7331 S F O 6J �' 0 00' 50.00 T_SETBACK
EX. ZONING. R-3 EX. ZONING. R-3 I I , �_/ / '^ 3 I I 2o_FR -I
EX. USE:S.F. RESIDENTIAL 5� PARCEL ID: 055-25475 / �_
NOTES: EX. ZONING: R-3 _
ROBERT L SMITH REGIONAL PARK I - 46� I{ � 850 S. 00 m = 5 00 FPE ELEI! FPE ELEV r -1
�� 53.88' FPE ELEI! 1613.4
MECKLENBURG COUNTY / / 1v z8 1613.4 1 07 W
��. i � 1613.4 1 0 I � ©
R-3 AND R-4 TREE SAVE REQUIREMENTS.• 14. STREAM WATERSHED: PAW DB 9733-268 / �170'. , J f ff� / I s 763 t F
/ f -
EX USE. S.F. RESIDENTIAL 0
1. TAX PARCEL ID. 055-221-23, PORTION OF 055-221-24 TOTAL AREA: 57.00 ACRES POST CONSTRUCTION DISTRICT.• WESTERN CATAWBA
DB./PG.: 29488/232, 29773-313 EX. ZONING. R-3 ��r �,` �j / 850 s.F L J
EXIST. SEWER R/W.• 3.39 AC. REGULATED DRINKING WATERSHED: LOWER LAKE WYLIE PROTECTED AREA I/ J
2. SITE ADDRESS: PAW VILLAGE ROAD EXTENSION EXIST. POND: 0.51 AC. BUILT UPON AREA: 170 LOTS/281 UNITS X 2500 SF/UNIT = 16.127 AC. J L
CHARLOTTE NC 28214 NET AREA: 5310 AC. I _ J L_ R SETBACK moo, O
(TAX PARCEL ID ADDRESS :7942 PAWTUCKETT ROAD) TREE SAVE REQUIRED: 259 X 5310 AC. = 1328 AC. (133 SINGLE FAMILY LOTS X 2,500 SF/LOT = 332,500 SF) gin. \ w3• L 20 0 00' 50.00
(37 QUAD LOTS X 4 UNITS/LOT X 2,500 SF/UNIT = 370,000 SF) II 0 50.00' N
J. PROPOSED USE.• SINGLE FAMILY/QUADRAPLEX LOTS (R-3 AND R-4 PROPERTY DEVELOPED AS NEXT HIGHER ZONING CLUSTER 20' REAR SETBACK 20' REAR SETBACK
QUADRAPLEX LOTS WILL BE SUBDIVIDED INTO 4 LOT- REQUIRING 259 TREE SAVE (TOTAL = 702,500 SF = 16.127 AC.) 30' REAR SETBACK -
) STREETS/SIDEWALK: 8.283 AC.
TOWNHOME LOTS AT TIME OF CONSTRUCTION TOTAL TREE SAVE REQUIRED: 3.51 AC. + 13.28 = 16.79 AC. TOTAL BUA = 24.41 AC./92.96 AC. = 26.39 BUA F
EXISTING USE: VACANT TREE SAVE PROVIDED: 17.32 AC. 15. A PORTION OF THIS PROPERTY LIES WITHIN A FEMA FLOOD HAZARD �� 3 9 57 = !► +� rt r - _ '
4. TOTAL SITE AREA OF PHASE ll: 192.967 ACRES NATURAL AREA REQUIRED: 17.59 02='36'E 329.51 x 92.96 AC. = 16.27 AC. AREA PER FEMA FLOOD MAP 3710451500K, DATED SEPTEMBER 2, 2015. I �
5. TOTAL NUMBER OF PROPOSED SINGLE FAMILY LOTS = 133 17.59 REQUIRED FOR 25-509 BUA 16. SURVEY TOPO INFORMATION PROVIDED BY. JASON LEE WYLIE I PROP BRIDGE FFFL II '
PROPOSED QUADRAPLEX LOTS = 37x4=148 NATURAL AREA PROVIDED: 17.32 AC. (TREE SAVE AREA) 501 FORNEY AVENUE \ -
TOTAL LOTS = 170 LOTS/281 UNITS LINCOLNTON, N.C. 28092 '� 6,000 SF `n 30=SSE, DB 3767=407
11,500 SF I DESIGN BY KCI
DENSITY CALCULATIONS. Q o Q 4,500 SF N Q MIN/MUM \ I ASSOC. OF NC _
R-3: 34.50 ACRES X 3.0 UNITS/AC. = 103.5 LOTS 8. CURRENT RESIDENTIAL ZONING: R-3, R-4, R-12MF, LOWER LAKE WYLIE PA �' MIN/MUM N MINIMUM �' N
R-4: 22.5 X 4.0 UNITS/AC = 90 LOTS (R-3 TO BE DEV. AS R-4 CLUSTER, R-4 TO BE DEV. AS R-5 CLUSTER.) LEGEND AIRPORT NOISE OVERLAYDISTRICT.' �u LQ W 3,500 S.F.
TREE SAVE BONUS. 18.53 AC X 3 UNITS/AC= 55.6 (WITH 259 TREE SAVE) AIRPORT NOISE DISCLOSURE OVERLAY DISTRICT NOTICE.• i�-)' (DETACHED)
R-12MF.• 35.96 AC. X 12 UNITS/AC. = 431 UNITS 9. ACREAGE FOR AREAS IN R-3 ZONING = 34.50 ACRES, R-4 = 22.50 AC 'NOISE WARNING - THIS PROPERTY, EITHER " 3" ' Q
AND R-12MF = 35.96 AC CONCRETE U)
TOTAL UNITS ALLOWED: 680 UNITS PARTIALLY OR WHOLLY, IS ZONED AIRPORT NOISE FFEL W .
TOTAL UNITS PROVIDED: 28110. MINIMUM LOT SIZE. 6,000 S.F. (R-4 CLUSTER), 4,500 S.F. (R-5 CLUSTER), DISCLOSURE OVERLAY DISTRICT AND LIES WITHIN OR I NEAR THE NOISE EXPOSURE MAP AREAS OF ft
o _
6. TOTAL SITE AREA OF COMMON OPEN SPACE _ ±45.66 ACRES (49.19) 11,500 S.F. (QUAD LOT), 3,500 S.F. DETACHED (R-12MF) / \ `, ` GEC' J
CHARLOTTE DOUGLAS INTERNATIONAL AIRPORT AND J
7. TREE SAVE/NATURAL AREA CALCULATIONS 11. MINIMUM LOT WIDTH: 50' (R-4 CLUSTER), 40' (R-5 CLUSTER), 55' (R-12MF QUAD) TREE SAVEINATURA L AREA MAY BE SUBJECT TO NOISE THAT MAY BE I O C\ \ \ h m N
R-12MF TREE SAVE REQUIREMENT. 40' DETACHED (R-12MF) O OBJECTIONABLE." 20 FRONT SETBACK 20' FRONT SETBACK 20' FRONT SETBACK w / y v W o
TOTAL AREA: 35.96 ACRES 12. PUBLIC STREETS SHALL USE CLDS U-02 THE LAND USE AND ENVIRONMENTAL SERVICES r I 100' PCO BUFFER �\��O� ��' m J W
EXIST. SEWER R/W.• 0.489 AC. 13. RESIDENTIAL SETBACKS AND YARDS: (MEASURED FROM PUBLIC R W AGENCY, AS DIRECTED BY ENGINEERING AND o I}� MOWN �■ \ ` C x
EXIST. POND: 0.354 AC. / ) PROPERTY MANAGEMENT AND NEIGHBORHOOD 50 MIN. 40' MIN. 55' M/N. (QUAD.) �n N W
NET AREA: 35.117 AC. FRONT.• 20' MIN. SETBACK AT ALL STREETS COMMON OPEN SPACE ' TIE-IN TO EXISTING rn
DEVELOPMENT, SHALL INCLUDE THE AIRPORT NOISE 40' (DETACHED) _ PAW VILLAGE ROAD o c., EX. 4' CONC. SIDEWALK
TREE SAVE REQUIRED: 109 x 35.117 AC. = 351 AC. REAR: 30' MIN. FOR INT/ 45' FOR PERIMETER LOTS (R-4 CLUSTER) DISCLOSURE OVERLAY DISTRICT NOTICE WITH EVERY TYPICAL LOT TYPICAL LOT TYPICAL LOT o m W� 4' PLANTING STRIP
(QUAD LOTS WITH BE SUBDIVIDED INTO 4 SINGLE FAMILY BUILDING PERMIT AND CERTIFICATE OF OCCUPANCY
SUBLOTS AT TIME OF CONSTRUCTION) 20' MIN. FOR INT/40' FOR PERIMETER LOTS (R-5 CLUSTER) ISSUED FOR RESIDENTIAL CONSTRUCTION AND USE (R-4 CLUSTER) (R-5 �R
CLUSTER) & 2'-0" VALLEY GUTTER \
(EACH SUBLOT SHALL CONTAIN A MINIMUM OF 400 SF 20' MIN. (R-12MF) AREA OF ADDIT70NAL -IZ MF)
SWIM BUFFER LOCATED IN THE AIRPORT NOISE DISCLOSURE OVERLAY N.T.S. N.T.S. N.TS. PAW CREEK VILLAGE
OF PRIVATE OPEN SPACE) SIDE: 5' SIDESTREET.• 10' DISTRICT (SECTION 10.314 CHAR. ZONING ORDINANCE). PHASE I
1). CONTRACTOR IS FULLY RESPONSIBLE FOR CONTACTING 11 I I I I I I I/, DATE:
• APPROPRIATE PARTIES AND ASSURING THAT EXISTING / \``�`N CARO�'ii OWNER: PAW CREEK VILLAGE P HAS E 11 12/01/15 SHEET
UTILITIES ARE LOCATED PRIOR TO BEGINNING CONSTRUCTION.
�i / � QQ,°°°FESS/�° / ''� SCALE:
GRAPHIC SCALE O °° °°° - LGI HOMES NC LLC 1"= 100'
2). CONTRACTOR IS RESPONSIBLE FOR PLACING BARRICADES ° O
0 USING FLAGMEN, ETC., AS NECESSARY TO INSURE SAFETY Awoo PAW VILLAGE ROAD EXT., CHARLOTTE, NC 28214cl� TO THE PUBLIC. �7 7�� ��7 ��� 7� ���v �}���+100 0 50 100 200 400 LA TTHA11 IV IY AL TJL RS)Led�l'GI �l'ILeERT �l'G, -Id�1'LO SEAL o -
U) 3). ALL PAVEMENT CUTS, CONCRETE OR ASPHALT, ARE TO = 0 17646 0 = 3037 SHERMAN DRIVE DRAWN BY: O
BE REPLACED ACCORDING TO STANDARDS OF THE NORTH N.C. CORP. LIC. C-1 815 - OI/ PAB
CAROLINA DEPARTMENT OF TRANSPORTATION. °' I2lI6 °° Q� LANCASTER SC 29720
N 16507-A NORTHCROSS DRIVE : °°FNCINEE;`°' SITE PLAN CHECKED BY:
ro Know what's bel ow 4). SHORING WILL BE ACCORDING TO OSHA TRENCHING I C/y °00000000 P PHONE: [phone] MSL
' STANDARDS PART 1926 SUBPART P. OR AS AMMENDED. ( N FEET ) HUNTERSVILLE, NORTH CAROLINA 28078 '%� F�L S �\o� H F_
Call before you dig. 1 inch = 100 ft. REVISED PER CITY OF CHARLOTTE COMMENTS 4/19/16 PROJECT NO:
� REV. NO. REVISIONS DATE [phone] FAX [phone] '//1111111``
2015.32

LEGEND MOORES CHAPEL ROAD
TEMPORARY DIVERSION DITCH E�
STABILIZED CONSTRUCTION ENTRANCE ° ° I
AWTuCKErr LATH1AMWALTERS
LIMITS OF DISTURBED AREA M IL ` ROAD
- � ENGINEERING, INC.
N.C. CORP. LIC. C-1 81 5
SILT FENCE A
16507-A NORTHCROSS DRIVE
COIR MESH BAFFLES CM \
- m \ �L�� ��, �� HUNTERSVILLE, N.C. 28078
PHONE: [phone]
ROCK DOUGHNUTI ROCK DOUGHNUT o PHASE I FAX: [phone] INLET PROTECTION / / / / / / \ \ / / / / / / I I I I I I / (/ \ \ \ \ \ \ \ \ INLET PROTECTION \
\ PAW VILLAGE RD
(TYP.) t� J / / / (pO / / - / / / / / ` -
/ 1 I I I I \ \ \ \ \ \ PHASE II-
SITE
I SITE 1 � ��iillllirri HARDWARE CLOTH & GRAVEL o ��_ - - \\\` CA ,
INLET PROTECTION .` �N °°°RO
/ / / I I I \ \ \ \ ` \ \ OpFESS%
0°
/ / SILT FENCE STONE OUTLET
/ INV.: 636.00 `T *��-- - _ ` / / / / / / o / I I I I I I \ \ \ I 1 \ \ \ \ � ° -
o SEAL °
L ° % _
/� / / / ( / b / / I \ `\ I \ \ \ ROCK CHECK DAM VICINITYMAP _ 0 1 7646 0
I // / / j / - / L / i' I) I I \ CONSTRUCTION ENTRAN o o Q \
//�� / \ I / / / / /l / J1I1( I I ` \ TREE PROTECTION FENCING / _ CLDSM 30.11A N.T.S. °°°°°°°°�o 1��
-TEMP. 15" HDPE / / - / I ( l \ \ \ ti L S. P
/ / �INE�
LENGTH: 180 FT \\ INSET ''� FC
\ I I
SLOPE.- 1.259 / / / / \ / / / I I I \ ` �\ CHAIN LINK FENCE
-I-
HIGHSILT FENCE (TYP.) JULY 28,2016
CLDSM 30.068
1 I I I / / _
1 1 I I \ \ \ 1 I / \ / \\ \ \ \ \ ! / _ \ \ o \ \ I 1 \ 1 �,\ o \ \ DATE
t o V 1 \ I / / I \ V A \ V A V� \ �� t_ . A \ \ \ N V A
TEMP. SILT FENCE (TYP.)
\ I INV.: 634.00 � �
1 \ � / I / � � / / / / � / � \\\ � \\\ \\\ \ \ \ \ \ \\ \\ ,\ \ 1 I CLDSM JO.06A� -
\ HIGH HAZARD TEMP.
SILTFENCE (TYP.) s \
SII \ \ 1 1
I I \ \ 1 1 / I CLDSM 30.06B I \
I / / l
/64HOMES
_ _ _ - - _ _
J / I s I I \ \ \ \ - _ - / / \ / _ - \ \ \ / 11\ \ I / / / l 1 1 I l l INSTALL S75, OR EQUALLY -
/ I APPROVED, STRAW MATTING AT
ALL DIVERSION DITCHES TYP. ( / -
/ SKIMMER SEDIMENT BASIN#3 \ \ \ \ / l/ 1 I 1 \ \ I I / / / / / / I (TYP.)
CLDSM 30.02A \` \ I / / / / I I I I I /
DISTURBED AREA:4.50A \ \ - // 1 \ ` \ I \ I / / I I / N - LGI HOMES-NC, LLC
DRAINAGE AREA:8.63 AC \ _ \ \ I I \ ♦ / / / / / / / / / / I I I I I I I I I I I
TEMP. SILT DITCH (TYP.) � / / � \ J / /
I I I \ CLDSM 30.05
BOTTOM EL.. - \ / / // l LIMITS OF DISTURBANCE / I I I I I I 3037 SHERMAN DRIVE
/ / / I I I I TREE SA VE LANCASTER, SC 29720
2' HIGH COFFER / TOP EL,:62650 •� l/ / / � / � (TYP.) I � - - -
/ SPILLWAYEL.:624.00 I I I I I I I I I I
DAM (TYP.) � \ � l � l / 1 � / I I I I I / ,
/ � DEPTx:2Fr � � � I / PHONE: [phone]
l l I l 1 \ I I 1 1 - - - [e-mail]
TEMP. ROCK CHECK DAM (TYP.) �,- SKIMMER INV IN:622.00
\ CLDSM 30.10 SKIMMER INV O T 62 1.00 -
/
,X \ \ \ \ \ \ � � \ \ \ I / // \ 1 I I / \\ \ ✓ / \\ \ \ I 1 I 1
\ \ \ \ 1 \ \ \ \ I I / I \ ` \ I l \ 1 1 STONE OUTLET I co
\ \ \ \ ) / _ 62� I 1 \ I \ \ ` \ \ (TYP.) _ _ _ - U..I cv
\ \ \ \ SIM R SEDIMENT BA IN#4 -�
/ \/ \ \ \ \ \ \ \ \ \ \ \ I / z
\ \ \ \ \ l / / / - - - / 151 \ \ I I I I \ I \ \ \ \ \ \ I I I I 1 I Cn
CLDSM 30.02A '
\ DISTURBED AREA,3.21 Ac / / I ` \ / \ \ \ \ \ \ I \ \ NO MORE THAN 20 ACRES SHALL
V A V A DRAINAGE AREA:3.21 Ac / / / / A - - I \ I \
I \ BOTTOM EL.:616 00 / / / \ - - COIR MESH (TYP.) I ` \ \ \ \ \ I I I ` BE DISTURBED AT ONCE. LAND
\ \ \ TOP EL.:620.00 \ /j j _ / / I ` / \ \ \ I I �, I \ \ \ \ DISTURBANCE SHALL NOT EXCEED \ \\ \ \ \ \ I / l / / l // J
SPILL WA \� / / / / / / \ / \ \ I \ \ W
\ \ / / // - - / l \ I \� PAST EXISTING PAW CREEK \ F-
I \ IDEPTK 2 FI- \ � / / / _ N � // 1 � / � � \ � \ \ I I III l � \ \ \ \ \ I I / ( _ _ \ � /�� ^^
SKIMMER INV IN.616.00 \ \ / / / J ( I 1 I \ \ I \ FIRS'PHASE. 1 \ ` I I I ( / / / - o \ \ / 1..� � J
SKIMMER INV OUT 615.00
wJ O
\ \ \ \ \ \ \ �
STONE OUTLET \ " / / / \/ \ \ \ \ \ \ \ \ _ / I
18" HDPE / / \ \ \ \ / l I I I I I I I / _ / / Q
/ _ (TYP.) \
� \ lam: 619.00,, � / � I 1 1 1 \ \ \ \ ` \ \ \ \ \ � _ - � / I I I / ,� I
\ \ 1 \ \ \ \ \ / l / / I 1 1 I I I III _ a I \ I I LLI
_ z Cn
III l J O Q
�� \ \ � � � / / / / / 11111 I I _ _ o SII / / X
E \ \ \, I \ ✓ / i \` \ \ \ \ \ ROCK DOUGHNUT \ \ / / I I I I I I I > W +
INLET PROTECTION I I I I I I IIII l � I)
(TYP.) \ - / / l / I l � I I I - _ I I I I / 0
Q z
_ � � v� � � \ / / � v v � � / � I VIII I I I W O
-
\ SLOPE DRAIN - INV 618.70 \\ \ \ / / / l / / \ I I \\ \\ W W
PROTECTION (TYP.) 'CLDSM 30.04 I \\ \ \ \ / / l I l / / - I I \ \ f n Cr)
18 HDPE \ 1 I I \\ V
s '� ` INV 601.00 ` SKIMMER SEDIMENTBASIN#IZ
\ INSTALL A 10 X10 DEWATERING �/ / / y \ \ CLDSM30.02A \
SILT BAG AT THE END OF\ / �� - - - � \\ ` \ � � / / / j / T I \ � � J
/ / / \ \ \ \ DISTURBED AREA:3.00 AC \ �� _ - - / / / / / / /
EACH SKIMMER PVC (TYP.). /� \ \ \ \ DRAINAGEAREA:3.00AC
/ �� PROTECT/ON (TYP.) `1
\ \ \ BOTTOM EL..599.00 \ SKIMMER SEDIMENT BASIN#2 - - - / I S I \ >
TOP EL.,604.00 �N CLDSM 30.02A - - �� SKIMM R SEDIMENT BASIN#1 - w
/^ _ -� `- \\ \� \ y y \ SPILLWAYEL.:602.00 �: DISTURBEDAREA:1.47AC / i / CLDSM30.02A \ 1 1 \
/ DISTURBED AREA:3.76AC 1 I \ \ Q
DEPTH:2 FT = BOTTOM EL..611.00
EA:�34 AC \ - - - DRAINAGE AREA:-
'/ / /f/ SKIMMER INV IN,600,00 / BOTTOM EL.:613.0021 AC
.SKIMMER INV OUT 599.00 m TOP EL.:616.00 / I /l
\ I I/ /, \ \ y\� / / / / / / - \ _ _ �\ \ • \ \ `
SPILL WAYEL.:614.00 TOP EL.:618.00
DEPTH.2FT - \ SPILL WAYEL.:616.00
S _ - - \` \ \ \ \ \ o SKIMMER INV IN,612.00 \ DEPTH:2 FT
LOPE DRAIN \ \ \� SKIMMER INV IN.,614.00 I
SKIMMER INV OUT 611.00
_ SKIMMER INV OUT 613.00 \ _
SM 30.04 I % \ -
/ \\ 1 \ STONE OUTLET - - REVISIONS
(TYP.) \ 1 I `� N� 1 1 n cn REV. 1 -04/19/16
REVISED PER CITY OF CHARLOTTE
COMMENTS
JAI
_ � I �; ; � / i I � / II ,� SS \ \'�� , • .FAD � _ - - � / - _
_ / / / / I I II / / / � ' I \ \ ■ - �\� , � _ -��f�Fo �fST _ - � - - - s��s �1-1�` \ \ - - fl II .•T,
�s
IF
\ / /• \ 10 11 \ / / i �� _ - _ �_ -___ - - \`\\`\ I \ I PROJECT NO..2015.32
/ �I �
-� � _ � r l \ � - _ - X• �/ � � \\ `� � � SCALE: 1"=60'
DRAWN BY:CLR
INSTALL A 10 X10' DEWATERING _ , - _ -/ ■
SILT BAG AT THE END OF _ __- - _ - ____ _ - / / �_ \ 1 - I ■ I I - CHECKED BY: MSL
EACH SKIMMER PVC (TYP.).
1). CONTRACTOR IS FULLY RESPONSIBLE FOR CONTA \ 1
• APPROPRIATE PARTIES AND ASSURING THAT EXISTING SEE SHEET C2.1
UTILITIES ARE LOCATED PRIOR TO BEGINNING CONSTRUCTION.
• 2). CONTRACTOR IS RESPONSIBLE FOR PLACING BARRICADES GENERAL NOTES. GRAPHIC SCALE SHEET NO:
USING FLAGMEN, ETC., AS NECESSARY TO INSURE SAFETY
U ® TO THE PUBLIC. 1. TOTAL ACREAGE _ ±92.967 ACRES 4. SEE SHEET C3.0, C3.1 FOR EROSION CONTROL DETAILS. 60 0 30 60 120 240
LL_j 3). ALL PAVEMENT CUTS, CONCRETE OR ASPHALT, ARE TO
BE REPLACED ACCORDING TO STANDARDS OF THE NORTH SEE SHEETS C2.1, C2.2 FOR REQUIRED NOTES 2. DISTURBED AREA = ±55.20 ACRES 5. THE PLAN APPROVAL IS BASED UPON THE EXISTING SITE
N CAROLINA DEPARTMENT OF TRANSPORTATION. CONDITIONS. ADDITIONAL MEASURES MAY BE REQUIRED
I`O4). SHORING WILL BE ACCORDING TO OSHA TRENCHING 3. BOUNDARY AND TOPOGRAPHICAL SURVEY PROVIDED BY- IF THE PROPOSED MEASURES CANNOT FUNCTION AS INTENDED.
Know what's below. STANDARDS PART 1926 SUBPART P, OR AS AMMENDED. JASON LEE WYLIE-PROFESSIONAL LAND SURVEYOR ( IN FEET ) C200
Call before you dig. 501 FORNEY AVENUE 1 inch = 60 ft.
LINCOLNTON, NC 28092

SEE SHEET C2.0
MOORES CHAPEL ROAD
�<
-
L �
EEK/ % / / - - ` \ \ \ \ UCKETT
X
�w cR � � \ \ \ PAINT LATHAM-WALTERS
y \�`\�
ROAD ENGINEERING
9 INC,
♦ :-0C N.C. CORP. LIC. C-181 5
INSTALL A 10X10' DEWATERING ' , - - - - - - - _ _ - // / � / / / - \ \ 1� or-
9
�
SILT BAG AT THE END OF _ �� - _ _ - ____ _ - -- =_ l/ \ - ' oZ 16507-A NORTHCROSS DRIVE
\ / l/ �� �� - - I _ / ♦oo. - - _ -fi/ _ \\ \ \ �- \ Lo H PHONE: [phone]
EACH SKIMMER PVC (TYP.). ___ _ / / j \
PHASE l FAX: [phone]
PAW VILLAGE RD
PHASE II-
SITE
\ - / / \ SITE
I I j / C�/ I - - ` \� / - �/ STONE OUTLET \ �I I I I .�� ��; ARO
I I I / (TYP.)
17646 _
- WCINITYMAP
- - / _
I- ( _ - - N.T.S.
�
. 1 _ - - _ _ - � � - - - \ I- I i I I \ \ s ,,,,,�yFc �NES°�P�,,:
' I I / C� I _ I _ , • S.
SLOPE DRAIN - - - - _ I fl \ \
CLDSM 30.04
HIGH HAZARD - - -aASTONE OUTLET
� (TYP.)
SILT FENCE (TYP.)
LEGEND
� INV . CLDSM 30.068
JULY 28 2016
- - - TEMPORARY DIVERSION DITCH DATE
~ �F \ \ / - _1 _- --= I �\\\\ `` STABILIZED CONSTRUCTION ENTRANCE °
SKIMMER SEDIMENT BASIN#6
IS �
- - LIMITS OF DISTURBED AREA
SILT FENCEDTURBED AREA:8.20 AC
BDRAINAGE OTTOMS 607.0.41 AC
N,\\
TOP EL..-612.00 \
--
COIR MESH BAFFLES CM
SPILL WAYEL.:610.00 HARD WARCL
DEPTH.Z FT EOTH
& GRAVEL INLET ROCK DOUGHNUT
SKIMMER INV 0U 60 7oSKIMMER INV IN-608. 0 PROTECTION (TYP.) INLET PROTECTION
CLDSM 30.09 SKIMMER SEDIMENT BASIN# -StOP\D
A I - HOMES' y
/ I CLDSM 30.02A SM`�O.rJ4 \ l 0 1� \ - 't+ i -
/ ` /
DISTURBED 3.64AC - 1 ' l j I 1' I I I _ HARDWARE CLOTH & GRAVEL
DRAINAGEAREA:3.98AC �N 63.00 \ I o �I INLET PROTECTION 77
/ I BOTTOM EL.:623.00
_ I I
TOP EL.:628.00 LG I HOMES-NC, LLC
/ \ \ 1 / / I SPILL WAYEL..626.00 \ \ \ 1 I I I SILT FENCE STONE OUTLET
I DEPTH.-2FT \ U 0 37 S HIGH HAZARD TEMP. HERMAN DRIVE
SKIMMER INV IN:624.00 � � -� 3
\ \ SILT FENCE (TYP.) ROCK CHECK DAM
r // l \ _ / / / \ ` \ / / / SKIMMER INV OUT.623.00 ` \ \ I CLDSM 30.066 <>
LANCASTER, SC 29720
PHONE: [phone]
TREE PROTECTION FENCING
/ I // l / / _ I ,, I l / I I / I I \ I / / , \• [e-mail]
/ 1 i
CHAIN LINK FENCE
- - v GENERAL NOTES./
1I
-
cv
INSTALL S75, OR EQUALLY I \ \ I ` \ \ \ \ \ \ \ I I I I / \ I \ - / - \ / \ 1. TOTAL ACREAGE _ ±92.967 ACRES LL]
1 I N
/ I I \\ sN I '\ APPROVED, STRAW MATTING AT \ \ \ \ O / \ I \ / �C \ 2. DISTURBED AREA = ±55.20 ACRES W
/ / I1111I I \\ ALL DIVERSION DITCHES (TYP.) \ \\ I I \ \ \ I I I bb - \ I \ I I _ - \ U
\ \ I I \ \ I I I I 1 I 3. BOUNDARY AND TOPOGRAPHICAL SURVEY PROV/DED BY.•\ \ - I ` I I ✓ \ JASON LEE WYLIE-PROFESSIONAL LAND SURVEYOR z
\ Q J
501 FORNEY AVENUE
1 L/NCOLNTON, NC 28092 = w
\ \ I-
/ I I I \ r' \ \ \ \ I I I / \ / / \ \ I \ 650 \ 4. SEE SHEET C3.0, C3.1 FOR EROSION CONTROL DETAILS. o.
o I I I o \ 1 ( 1 \ l \ 1T = \ F--- J
I I / I I I 1 \ 1 \ ` \ 1 I I I I C \ / \ ` \ /� \ 5. THE PLAN APPROVAL /S BASED UPON THE EX/STING SITE CONDITIONS. O
ADDI TIONAL MEASURES MA Y BE REQUIRED /F THE PROPOSED MEASURES J
aI ` O
TEMP. SILT DITCH (TP.) CANNOT FUNCTION AS INTENDED. W
CLDSM 30.05 0 /
V
TEMP. ROCK CHECK DAM (TYP.) _ � v CONSTRUCTION SEQUENCE: Q
W
CLDSM 30.10
\ o \ - \ \ \ \ \ \ 1. OBTAIN GRAD/NG/EROSION CONTROL PLAN APPROVAL FROM THE CITY V r n
NO MORE THAN 20 ACRES SHALL I / I / / / / / / `� \ \ \ I \ \ \ OF CHARLOTTE ENG/NEER/NG DEPARTMENT. ,
\\ I I 1 I \ \ / l \ \ \ BE DISTURBED AT ONCE. LAND o 6 0�� \ \ 2. SET UP A ON-SITE PRE-CONSTRUCTION CONFERENCE WITH EROSION O
-j \ \ \ DISTURBANCE SHALL NOT \ / /
\ l / / / \ ` \ \ � � � \ \ \ \ CONTROL INSPECTOR OF THE CITY ENG/NEER/NG DEPARTMENT TO DISCUSS X
\ \ EXCEED PAST WHAT IS SHOWN \ / / \ \ \ \ EROS/ON CONTROL MEASURES. FAILURE TO SCHEDULE SUCH CONFERENCE > w U
/I I I / ' / / / / \ \ �` \ 1 0 � \ \ \ ` \ \ CHAP48 TERS1 PRIOR
THE CITY CODE AND DISTURBING
SUBJECTVTO FINE.
SOLATION OF Q ^^
FOR SECOND PHASE. \ / l / / / \ \ I..L
I I / / / \ \\ \ �
J. INSTALL SILT FENCE, INLET PROTECTION, SEDIMENT TRAPS, DIVERSION zQ
1.10e DITCHES, TREE
PROTECTION,
AND
OTHER
MEASURES
ASOWNON PLANS, O
O ONLYNECESSARYTO INSTALL 7HESE Sw
-
I \k \ \ \ \ \ 4. CALL FOR ON-SITE INSPECTION BY INSPECTOR. WHEN APPROVED, LU
INSPECTOR ISSUES THE GRADING PERMIT AND CLEAR/NG AND GRUBBING f n
MA Y BEG/N. V
Q
5. THE CONTRACTOR SHALL DILIGENTLY AND CONTINUOUSLY MAINTAIN ALL O
� EROSION CONTROL DE
/ � � / / / / ` \ I / / / / / \ \ t U
/ / / / � / / / - - � / 1 \ \ � \ / I � I / / / / / / \ \ \ � I 6�0� \ \ \ \ VICES AND STRUCTURES.
�
,.6FOR PHASED EROSION CONTROL PLANSCONTRACTOR SHALL MEET \
1 / W
WITH EROSION CONTROL INSPECTOR PRIOR TO COMMENCING wITH EACH
PHASE OF EROSION CONTROL MEASURES.
N- / Q
7. STABILIZE SITE AS AREAS ARE BROUGHT TO FINISHED GRADE.8. Q
\ I \ I I I1 I I I I / / / / / / / / / / / / - / / �� I I I I I "/ / / / \ ` EROSION CONTROLMEASURE
COORDINATE INSPECTOR PRIOR TO REMOVAL
CONSTRUCTION ENTRANCE OF ER
TEMP. ROCK CHECK DAM (TYP.)I / / / / _ / l l / /� \ \ \ CLDSM 30.111A \ g ALL EROSION CONTROL MEASURES SHALL BE CONSTRUCTED IN III I I I I I I II I CLDSM 30.10 / / / / / / / / REMOVE & RESET FENCE/ . \ _ \ ACCORDANCE WITH THE N. C. EROSION AND SEDIMENT CONTROL PLANNING REVISIONS
ALONG PROPERTY LINE. \ \I \ AND DESIGN MANUAL, U. S DEPT. OF AGRICULTURE, CITY OF CHARLOTTE
�•� \ ` \ \ \ EROSION CONTROL ORDINANCE, AND THE CHARLOTTE LAND DEVELOPMENT
REVISED PER CITY OF CHARLOTTE
/ / / •\ STANDARDS MANUAL.
MAINTENANCE PLAN: COMMENTS
1. ALL EROSION AND SEDIMENT CONTROL MEASURES WILL BE CHECKED
FOR STABILITY AND OPERA
_ TION EACH WEEK AND FOLLOW/NG EACH
-v v A
�I \ II I I III I I I I I I / / / // v v RAINFALL.
SKIMMER SEDIMENT BASIN�i �\ \ - T
CLDSM 30.02A \ \ \ / ` // / / / / / �/ / I tiq �, -� 2. SEDIMENT /S TO BE REMOVED FROM THE ROCK DAMS AND BASINS
DISTURBEDAREA:7.34AC 1 / / X \ \ WHEN STORAGE CAPACITY REACHES 50% GRAVEL /S TO BE CLEANED
/ / / / / / , / / 1 \-� N
I I I \ DRAINAGEAREA:7.55AC a� + k \ \ AND/OR REPLACED WHEN THE SEDIMENT POOL NO LONGER DRAINS
BO OM E ..59700 / / / / / / / \ � \ PROPERLY
TOP EL.:602.00 + �
SL PE RAIN \ / / \ / / � / � ( � � o \ \\ '�' N
r SPILLWAY EL.:604.00 / / I / I �� / �� ♦ \ a / \ \�&\d N 3. SED/MENT IS TO BE REMOVED FROM S/LT FENCE WHEN IT BECOMES
HIGH HAZARD TEMP. ' CL��SM 0.04 / DEPTH.•Z FT l \ \ / I I �p / \ \ \ \o \ APPROX/MA TEL Y 0.5' DEEP AT THE FENCE. THE SILT FENCE WILL BE
SILT FENCE (TYP.) I18 I HD E I SKIMMER INV IN 598.00 / ) \ I l \ I�I I ♦ \ \ \ \ \ \\ \ REPAIRED AS NECESSARY TO MAINTAIN A BARRIER.
CLDSM 30.068 I INV. 59.00 / SKIMMER INV OUT-59700 / l \ \ I \ I ti \ \
I I / / / / ' / I I ( ' \ \ I I G �J \ \ \ \ \ \ \x \ \ \ 4. ALL DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED
I -
\
\ AS NEEDED /N ACCORDANCE KITH THE SPECIFICATIONS.
2' HIGH COFFER SLOPE D0AIN- 5. TEMPORARY GROUND COVER MUST BE PROVIDED FOR
WITHIN 5 DAYS OFDAM (TYP.) G F ANY PHA
1L S 3 .04 SE OF GRAD/NG.
11 PROJECT NO.:2015.32� j $ 0 ,
6. ALL LOG BOOK ENTRIES WILL BE ELECTRONICALLY SENT TO THE AREA
INSPECTOR. SCALE: V=60'
STONE OUTLET/Y
/ I OAC 7.,�`� \ \ \ \\ \ \ \ ` - - - - _ - _ �\� TURBIDITY MEASUREMENTS ARE REQUIRED TO MEASURE CLARITY OF DRAWN BY:CLR
I I \ \ 1 �1 EN7IAL IMPACT TO RECEIVING WATERS AT
' v II �� \ \ \ \ 1 \ \ \ \ ` \ - -
BA EFFLUENT AND ANY POT
w / \ / / \ \ ` \ \ \ t4�G�� \ \ \ \ \ \ - THE TIME OF RAINFALL-TRIGGERED INSPECTIONS. READINGS MUST BE CHECKED BY: MSL
1 / \ \ I/�� \1 / \ \ \ - - - - - COLLECTED AT THE BASIN OUTFALL (TO MEASURE CLARITY OF BASIN
�'/ \ / / i \ \ \ \ \ \ \ ` ♦ \ \ \ \ \ \ \ \ EFFLUENT), UPSTREAM OF THE DISCHARGE POINT (TO MEASURE BASELINE
- CONDITIONS) AND DOWNSTREAM OF THE DISCHARGE POINT (TO MEASURE
1 I / / \ \ � \ \ \ \ � - \ \ \ \ \ \ \ � - � STREAM IMPACTS OF BASIN EFFLUENT). THE RESULTS MUST BE LOGGED /N
1). CONTRACTOR IS FULLY RESPONSIBLE FOR CONTACTING I / \ \ ♦� \ \ \ \ \ \ \ \ /� \ THE INSPECTION REPORTS
• APPROPRIATE PARTIES AND ASSURING THAT EXISTING /� / 1 \ \ \ �_ \ \ ` \\ \ \ _ \ v` �� \
UTILITIES ARE LOCATED PRIOR TO BEGINNING CONSTRUCTION. / ` T _ 1 \ \ \ \ - 1 \ \ r� \\ \ \
• 2). CONTRACTOR IS RESPONSIBLE FOR PLACING BARRICADES SHEET NO:
U ® TOITHEFPUBLC ETC., AS NECESSARY TO INSURE SAFELY \ \ ` \ ` \ _ - - - ` \ \ / `- \ \ \ ✓ \ \ \\ \` \\� \ \ _ - - - - \ \ \ GRAPHIC SCALE
L_L_j 3). ALL PAVEMENT CUTS, CONCRETE OR ASPHALT, ARE TO r \ '� / ® \ / j /- \ \31 \ ` _ \ \ \ p 30 60 120 240
BE REPLACED ACCORDING TO STANDARDS OF THE NORTH I �I / \ \ \ \ 50
N CAROLINA DEPARTMENT OF TRANSPORTATION. SDP / // \ \ \\ \ - \ 4 \\ \ \\ \ �♦\ \ - - _ - - - \ \ \
\ / J
I� � 4). SHORING WILL BE ACCORDING TO OSHA TRENCHING \ / / - \ \ \ � / > / // / I \ \ � - / / � \ \ \\` � ♦ � - _ \ C2ml
LO Know what's below. STANDARDS PART 1926 SUBPART P, OR AS AMMENDED. / \
Call before .oU dl SEE SHEET C2.2 ( IN FEET )
Y g I inch = 60 ft.

MOORES CHAPEL ROAD
/
SEE SHEET C2.1
670 \ \ PAWTuCKErf
`
CLDSM 30.02A SED TBASIN#11 // / / l \ \ d, ElFG1NEER
00 ROAD 11NG, INC
/ N.C. CORP. LIC. C-1 815
DISTURBEDAREA:2.50AC / / / �\ - \
16507-A NORTHCROSS DRIVE
DRAINAGE AREA:2.SOAC
BOTTOM EL.:627.00
\ _•_. __- / HUNTERSVILLE, N.C. 28078
Tor EL.:632.00 PHONE: [phone]
SLOPE DRAIN \ � SPILLWAYEL.:630.00
PHASE l
CL 30.04 / DEPTH.zFT \ \ \ TRAPEZOIDAL DITCH FAX: [phone]
STONE OUTLET _ �� \ / \ \ \ \ - DEPTH: 1' ST PAW VILLAGE RD
18" HDPE / SKIMMER INVIN.•628.00
(TYP.) - .00 / - SKIMMER INV OUT.627.00 \ \ \ `� - SIDE SLOPES: 2. 1 PHASE II A'QNES
SLOPE \ \ \ - \ BOTTOM WIDTH: 3 FT SITE �a k \����illll������
/ // - �� \ 1 / / �, I I I I _ - CLDSM 30.04 MATT/NG: SC150 OR EQUALLY APPROVED \��� N CqR
I - - - \ - 18' HDPE - `\ ESS/ O �.
\ �. \ °°°O °°°
\\P\!\ TEMP. TREE PROTECTION /NVQ 629.00 \ \ / 7_ O O°
625:-
(TYP). \\ \ \ \ \ \ = _ _ -� TEMP. WATTLE CHECK DAM (TYP.) 85
/ \ \ INSTALL CULVERT _ � MECK 30.10C SEAL S =
/ '`\ \ FOR PHASE l = 0 17646
0 =
\ I I I I - / / \ \ / \ - - - VICINITYMAP
o
I I / � \\ 11 X11\l � I ( � \ I '•� ,� \ _ _ _ - _ _ � ,,y SINE P,
,FLS. \
I I \ \ 1
1\1 \II \ �0 I / f \ COIR MESH BAFTS
II I( ) z5 I - \ - - - 30• RCP LEGEND
_ _ _�
- / / • i TEMPORARY DIVERSION DITCH JULY 28,2016
.INV.- 629.50 TEMP. ROCK DOUGHNUT DATE
- -�- / -INLET PROTECTION TYP.
- - - - _ - � .--�
SLOPE DRAINS - _ -- - _ - - I
IIII III IIII I I I I�I I I I I I//I / _ \\\\\`\\\1 II\1\\\I,II 1IS\11III`1\111�\�1\\\\\\1 1 I \ \ `\ I\\I1 1I /I I/r/l I /��,✓ I�/I////I/I �/ / / / 1I I l / �' / \ _' I\\I \ �\ \ - - /J�/ / -_ ----- - --_- -- - \\ I I // ^/-
_------- -
STABILIZED
CONSTRUCTION
ENTRANCE
TEMP. 24 DP66u\1 \ CLDSM 30.0 / - -_ - - - -_ - 11 ,11111
18" HDPE LENGTH: 120 FT
INV 28.00
INV- 623.00 SLOPE. 1.259 LIMITS OF DISTURBED AREA
TEMP. SILT FENCE (TYP.) SIL T FENCE\\ 1SKIMMER SEDIMENT BASIN#8 CLDSM 30.06A
CLDSM 30.02A
COIR MESH BAFFLES CM
BOTTOM EL.:625.00
- -
ROCK DOUGHNUT
DISTURBED AREA:4.71 AC 650
DRAINAGE AREA:5.56 AC
III I I I \I
TOPEL.:630.00 11 / � 1 / _ - � � _� \ \\ I I \ I ,-
/ � _ / I I INLET PROTECTION
I \ \ I 1 I I I 1 I 1 1 I
SPILL 628.00 / / ' \ HOMES
II I I I 11 I I I / / I DEPTH:2FT / / \ \\ \ I \ I I I HARDWARE CLOTH & GRAVEL
\\ ` 1
III II IIIIII II IIIIII � � \\\\\\\11`1I 111111`11�I I II \ \
SKIMMER INVIN 626.00/ SKIMMER INV OUT.625.00 _ / /�//
�
INLET PROTECTION
6o116SILT FENCE STONE
OUTLET LGI HOMES-NC,
LLC
I
I I
I \ 1 `111111 1 1 I I I S I I \ \ \ I I I I I / _ - �, / / / / "/ ROCK CHECK DAM
_ ' \ \ \\ \\ \ \ / / l / I I / 3037 SHERMAN DRIVE\ \\\`\I 1 I I \
II III \ III 1 \ I s I \ \ \ LANCASTER, SC 29720
NO MORE THAN 20 ACRES \\ \ \` \ \ l / / TREE PROTECTION FENCING PHONE: [phone]
/ / / / [e-mail]
AONCE.
/
SHALL BE DISTURBED AT CHAIN INK FENCE
111�1 ,�,11DRAIN h \ I I I I I / C L
\ \\ I\ \ \ I I THIS POR TION OF SITE SHALL
INSTALL A 10X10' DEWATERING I I I I I I I I I I I BE THIRD PHASE OF LAND
SILT BAG A T THE END OF �\ B�HbPE j �- \ \ I I I
III I \ \ \ \ 11 III
lL6�130EACH SKIMMER PVC (TYP.). \ \ \ \ I \ I I i 6 / GENERAL NOTES.�Tv \ .
1. TOTAL ACREAGE = ±92.967 ACRES N
(SKIMMER SEDIMENT BASIN#9 � \ _ \� \ \ 1 � \ \ � \ \ 1, -� � / � i \ � _ / / / I \ 00
II I I I \ \ \ 1 CLDSM30.02A - \ ` \ \ \ \ I I \ \ \ \ 2. DISTURBED AREA = ±55.20 ACRES (V
II I I I I I I \ \ 1\I I\ II DISTURBED AREA:2.88 AC 2' HIGH COFFER \ \ \ \ 1 1 \ i / �"
III \\ \I`I\ DRAINAGE AREA:2.88AC \ DAM (TYP.) _ \ \ \ \ \ \ \ \ \ \ / l \ J. BOUNDARY AND TOPOGRAPHICAL SURVEY PROVIDED BY.- f ,
I I I I \ \ I 'BOTTOMEL.:611.00 \ \`\ \ ` \ \ \ , �, JASON LEE WYLIE-PROFESSIONAL LAND SURVEYOR U
I \\ \I1 \1 TOP EL.:616.00 / / / / - - \ \\ \ \ \ \ ` \ / ��I \ 6 - 501 FORNEY AVENUE < Z
SPILL WAYEL.:614.00 I / / / / - - , \\ \\ \ \ \ \ I 1 \ \ ` \ \ \ \ _ EXIST. BUILDINGS WERE _ - - ���� - - - `
/ _ LINCOLNTON, NC 28092
I I I \ \\ ,DEPTH:2 FT I I / / j / \ I
I I I I I \ 1 SKIMMER INV IN:612.00 I / SLOPE DRAIN - / I I l l J I I 1 \ \ \ \ \ `/ j CONSTRUCTED OVER PROPERTY \ - _ 1� 4. SEE SHEET C3.0, C3.1 FOR EROSION CONTROL DETAILS. + w n
III I \ \ \\ \\I I SKIMMER INV IN,611.00 I I CL30.04 - - j / / / / / I \ ` \ \ \ \ - - // J LINE. TO BE RELOCATED. \ 1 - 1--
DSM �+
18 HDPE - - �� l / \ \ / / \ - - 5. THE PLAN APPROVAL IS BASED UPON THE EXISTING SITE CONDITIONS.
613.00 i J / l I _ - \ \ \ \ _ \\ _ - - - ADDITIONAL MEASURES MAY BE REQUIRED IF THE PROPOSED MEASURES O j
II I I I I I \ I I \ I I I l / - -I \ / I r \ \ - _ CANNOT FUNCTION AS INTENDED.
III \ \\ \\ 1 II \ III � � \ \ \ - \ 1\ 1\ wJ
- J / \� ® - - 0
-- l \ \ \ � � ,i/
\/ II I I I I I III II I IIIIIII IIII II III II I I I 1 1 / -\�\\\`\`\ \\\\\\\\\\\\1\\\I\`\\1 1�1\\I\`SII 1I�1I \�\\\\ II IIII IIIIII I\\1�\� I I I I I I\I N \ ` II \ \II \I \\I III I �-I _/i //////�/„I\��I \I\I\�(I �1 l ✓II l \\\\\\ f�\/�`�_� /l // / / ) ie_, ° _-/ / \ \ \\\\\�\\\ \�
CONSTRUCTION SEQUENCE 1. OBTAIN GRADING/EROSION CONTROL PLAN:APPROVAL FROM THE CITY OF
Q�•/ �Q
�- LLj\\ `1\11 \ INSTALL S75, OR EQUALLYV\W CHARLOTTE ENGINEERING DEPARTMENT V
/ / APPROVED, STRAW MATTING AT
IIALL DIVERSION DITCHES (TYP.) 2. SET UP A ON-SITE PRE-CONSTRUCTION CONFERENCE WITH EROSION Z Un
CONTROL INSPECTOR OF THE CITY ENGINEERING DEPARTMENT TO DISCUSS _j
EROSION CONTROL MEASURES. FAILURE TO SCHEDULE SUCH CONFERENCE 48x O
HOURS PRIOR TO ANY LAND DISTURBING ACTIVITY IS A VIOLATION OF CHAPTER
/ Ill l I I / \ / I \ �! / � - _ \ > W
// / / \ / I 1 \� \ \ _ \ 660- �/ 17 OF THE CITY CODE AND IS SUBJECT TO FINE.
�I U
J. INSTALL SILT FENCE, INLET PROTECTION, SEDIMENT TRAPS, DIVERSION
TEMP. SILT DITCH (TYP.) ` / � - � DITCHES, TREE PROTECTION, AND OTHER MEASURES AS SHOWN ON PLANS, Q
I _ CLDSM 30.05 /� F / \ \ - - CLEARING ONLY AS NECESSARY TO INSTALL THESE DEVICES. ' I `
/ I SKIMMER SEDIMENT BASIN#10 / LL]
I / v
CLDSM _ l \ 4. CALL FOR ON-SITE INSPECTION BY INSPECTOR. WHEN APPROVED,
I I I I I \\ \ I \ \`� I \ \ \ / - TEMP. ROCK CHECK DAM TYP. 1 \ ui
O
1 \ , ,I I I I 1 DISTURBEDAREA:4.29AC _ CLDSM 30.10 1 i / \ \ \ \ / INSPECTOR ISSUES THE GRADING PERMIT AND CLEARING AND GRUBBING MAY
\ I I I I I I I I \\ I \ \ \ \ DRAINAGEAREA:4.29AC
CLU
� BEGIN.
615.00 �
)
TOP EL.:620.00
5. THE CONTRACTOR SHALL DILIGENTLY AND CONTINUOUSLY MAINTAIN ALL
SPILL WAYEL.:618.00 /
EROSION CONTROL DEVICES AND STRUCTURES.
Q
Q
DEPTH.2 FT _/SKIMMER INVIN.61600 / 6. FOR PHASED EROSION CONTROL PLANS, CONTRACTOR SHALL MEET WITH j\ \ TEMP. TREE PROTECTION SKIMMER INV EROSION CONTROL INSPECTOR PRIOR TO COMMENCING WITH EACH PHASE OF(TYP.) EROSION CONTROL MEASURES. \_
OLLI
SLOPE DRAIN PIN 7STABILIZE SITE AS AREAS ARE BROUGHT TO FINISHED GRADE.\\\\` \ \\\\ CLDSM 30.04 CLDSM 31.04- jr- t-
18"
HDPE _ - 18 HDPE- _ I S/ //// // 8. COORDINATE WITH EROSION CONTROL INSPECTOR PRIOR TO REMOVAL OF n
INV.- 617.00 5.00 / - / // / // // / i /� EROSION CONTROL MEASURE.
v\\ �TEMP. TREE PROTECTION / / / / / 9. ALL EROSION CONTROL MEASURES SHALL BE CONSTRUCTED IN ACCORDANCE
v I I I I \ \ \\ \�\\ - - s� / / �(TYP.) `� / , // / / / // WITH THE N. C. EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN
\ I I I \ \ \ \\ \\\ EC �N \ MANUAL, U. S. DEPT. OF AGRICULTURE, CITY OF CHARLOTTE EROSION CONTROL
ORDINANCE AND THE CHARLOTTE LAND DEVELOPMENT STANDARDS MANUAL. REVISIONS
,
IfI
Yl 1111
\ \ \
V I I / REV. 1 -04/19/16
5 \ \ \ �/ MAINTENANCE PLAN: REVISED PER CITY OF CHARLOTTE
- - - - =SS - / \ \ \
COIR MESH (TYP.) / / i - _-- / \ \ \ \ \ \ \ I /// / 1. ALL EROSION AND SEDIMENT CONTROL MEASURES WILL BE CHECKED FOR COMMENTS
STABILITY AND OPERATION EACH WEEK AND FOLLOWING EACH RAINFALL.
\ III I IIIIIll
2. SEDIMENT IS TO BE REMOVED FROM THE ROCK DAMS AND BASINS WHEN
ss / /l STORAGE CAPACITY REACHES 50% GRAVEL IS TO BE CLEANED AND OR
/ / //, 1 I I 1 /
/ / I I I I I l REPLACED WHEN THE SEDIMENT POOL NO LONGER DRAINS PROPERLY.
/// - _ III \
/ � I
\ I I I I I I I \ \ \ 1 J. SEDIMENT IS TO BE REMOVED FROM SILT FENCE WHEN IT BECOMES
\ \ / I III II I I I \ `\\ \ \ \\\ \\\ \\ \\ @ �- / \ _ �� �/ i i i _ - // j I I APPROXIMA TEL Y 0.5' DEEP A T THE FENCE. THE SIL T FENCE WILL BE REPAIRED
I I I I \ \\` �\ / - _ / / �� i �� = - / i - \� I \ \ AS NECESSARY TO MAINTAIN A BARRIER.
I \\ \ \ \ \ I _ \ I 630 / _ - - �i/i / � I 1 I \
II I 1 \ \ \\ \ v / _
\ - _ �ss / i �j j //// 6j /i/ i \` \ \ \\ \ NEEDED IN4. ALL SACCORDANCEBED A WITH ETHE BE FERTILIZED, SEEDED AND MULCHED AS
/ �, vv
/65i / // � / _ �\ \\\ \ \ \ \ \ \\ 5. TEMPORARY GROUND COVER MUST BE PROVIDED FOR WITHIN 5 DAYS OF ANY
\\\ \ \� / /
0007, / / // // / / // / /�/ \\\ \ \ PHASE OF GRADING.
\\ \��\ \\ \� / / / / / / / 60
1116 \\ \\ \\\ \ �\ \\ � I _ - I �( / ' / / / �� /ii / // / / 6/ / / _
\ � I I \\\ \\ \\\ \ \ \ \\ / I I / / / // // / / / /� - \ \�\ \ \ 6. ALL LOG BOOK ENTRIES WILL BE ELECTRONICALLY SENT TO THE AREA
\\ \\ \\\ \\ \ /� i i - /T / / / / / / / / / / b� / / = \\\ \\ \ INSPECTOR.
PROJECT NO.:2015.32
7. TURBIDITY MEASUREMENTS ARE REQUIRED TO MEASURE CLARITY OF BASIN
EFFLUENT AND ANY POTENTIAL IMPACT TO RECEIVING WATERS AT THE TIME OF SCALE: V=60'
RAINFALL-TRIGGERED INSPECTIONS. READINGS MUST BE COLLECTED AT THE
• TREE PROTECTION FENCE/BARRICADES MUST MEET OR EXCEED TREE 1. ALL STD."NUMBERS REFER TO THE CHARLOTTE LAND DEVELOPMENT 7. ALL OTHER DISTURBED AREAS SHALL BE PROPRACTICABLE BUT IN ANY EVENT WITHIN 14 CALENDAR DAYSS FROM PROVIDED TEMPORARY OR BASIN OUTFALL (TO MEASURE CLARITY OF BASIN EFFLUENT), UPSTREAM OF THE DRAWN BY:CLR
ORDINANCE STANDARDS. STANDARDS MANUAL. PERMANENT STABILIZATION WITH GROUND COVER AS SOON DISCHARGE POINT (TO MEASURE BASELINE CONDITIONS) AND DOWNSTREAM OF
(TO MEASURE STREAM IMPACTS OF BASIN EFFLUENT).THE DISCHARGE POINT
2. ON-SITE BURIAL PITS REQUIRE AN ON-SITE DEMOLITION LANDFILL PERMIT THE LAST LAND-DISTURBING ACTIVITY. THE RESULTS MUST T LOGGED IN THE INSPECTION REPORTS. CHECKED BY: MSL
• TREE PROTECTION FENCE/BARRICADES MUST BE INSTALLED BEFORE FROM THE ZONING ADMINISTRATOR.
ANY DEMOLITION/CLEARING/GRADING/CONSTRUCTION, AND NOT 6. ADDITIONAL MEASURES TO CONTROL EROSION AND SEDIMENT MAY BE
REMOVED UNTIL AFTER AN INSPECTION BY URBAN FORESTRY STAFF. J. ANY GRADING BEYOND THE DENUDED LIMITS SHOWN ON THE PLAN IS A REQUIRED BY A REPRESENTATIVE OF THE CITY ENGINEERING DEPARTMENT
VIOLATION OF THE CITY/COUNTY EROSION CONTROL ORDINANCE AND IS
1). CONTRACTOR IS FULLY RESPONSIBLE FOR CONTACTING -NO SOIL DISTURBANCE OR COMPACTION, CONSTRUCTION MATERIALS, SUBJECT TO A FINE. 7. SLOPES SHALL BE GRADED NO STEEPER THAN 2:1. FILL SLOPES
• APPROPRIATE PARTIES AND ASSURING THAT EXISTING TRAFFIC, BURIAL PITS, TRENCHING OR OTHER LAND DISTURBING GREATER THAN 10'REQUIRE ADEQUATE TERRACING [CLDSM#30.16]. GRAPHIC SCALE
UTILITIES ARE LOCATED PRIOR TO BEGINNING CONSTRUCTION. ACTIVITY ALLOWED IN TREE SAVE AREAS. 4. GRADING MORE THAN ONE ACRE WITHOUT AN APPROVED EROSION CONTROL
• 2). CONTRACTOR IS RESPONSIBLE FOR PLACING BARRICADES PLAN IS A VIOLATION OF THE CITY/COUNTY EROSION CONTROL ORDINANCE 8. A GRADING PLAN MUST BE SUBMITTED FOR ANY LOT GRADING 60 0 30 60 120 240 SHEET NO:
USING FLAGMEN, ETC., AS NECESSARY TO INSURE SAFETY • VIOLATIONS OF THE TREE PROTECTION REQUIREMENTS ARE SUBJECT AND IS SUBJECT TO A FINE. EXCEEDING ONE ACRE THAT WAS NOT PREVIOUSLY APPROVED.
U 0 TO THE PUBLIC. TO FINES, AND/OR IMMEDIATE CORRECTIVE ACTION/MITIGATION.
W 3). ALL PAVEMENT CUTS, CONCRETE OR ASPHALT, ARE TO 5. ALL PERIMETER DIKES, SWALES, DITCHES, PERIMETER SLOPES AND ALL SLOPES 9. DRIVEWAY PERMIT FOR CONSTRUCTION ENTRANCES IN NCDOT RIGHT OF
BE REPLACED ACCORDING TO STANDARDS OF THE NORTH -ALL TREES ON PUBLIC PROPERTY ARE PROTECTED BY ORDINANCE STEEPER THAN 3 HORIZONTAL TO 1 VERTICAL (3:1) SHALL BE PROVIDED WAY MUST BE PRESENTED AT PRE-CONSTRUCTION MEETING.
N CAROLINA DEPARTMENT OF TRANSPORTATION. AND REMOVAL MUST BE APPROVED BY THE CITY ARBORIST (704) TEMPORARY OR PERMANENT STABILIZATION WITH GROUND COVER AS SOON AS ( IN FEET
f`O4). SHORING WILL BE ACCORDING TO OSHA TRENCHING 336-4262. PRACTICABLE BUT IN ANY EVENT WITHIN 7 CALENDAR DAYS FROM THE LAST 1 inch = 60 ft.
L(_) C202
Know what s below. STANDARDS PART 1926 SUBPART P, OR AS AMMENDED. LAND-DISTURBING ACTIVITY.
Call before you dig.

LEGEND MOORES CHAPEL ROAD
\ \ 1 \ / / / / / / / \ \ \ \ 4� 4- +- 4- � `I
\\ \\ \\ \ \\ \ \\\ - -------------------�\ 1 I \ \ /l , / l l / l / �'� � \\ \ \ \\ \\ `� ` TEMPORARY DIVERSION DITCH /
STABILIZED CONSTRUCTION ENTRANCE ° ° 1000, L
----------------------- /
/ \ \ \ \ \ \ \
\ t PAS
UCKE
LATHAM WAL ERS
� ROAD
OF DISTURBED AREA
ENGINEERING, INC.
N.C. CORP. LIC. C-181 5
l \ \
'
SILT FENCE \r r
---------- I I l 1 I I I \ _- / / / l l / / / / / / \ \ \ \ \ . oZ 16507 A NORTHCROSS DRIVE
COIR MESH BAFFLESCM <' HUNTERSVILLE, N.C. 28078
PHONE: [phone]
/ ROCK DOUGHNUT / \ ` PHASE I FAX: [phone]
I ---- \ \ I ) / / / / / / / / I 1 1 I I / / \ \ \ \ \ \ ' \ PAW VILLAGE RD
- \ 65r \ / / / / / / / \ , �/ / I I 1 1 I I / / \ \ \ \ \ \ INLET PROTECTION \ ST
- \ o \ > / / / / I I I / \ ` \ ♦ �� PHASE IISITE
ARN
650 \� 1111111/ �
HARDWARE CLOTH & GRA VEL � �N CARS
INLET PROTECTION ESS/
.00
F
i66o �O
// SILT FENCE STONE OUTLET ,Z -
/
o SEAL o
/ , / / / lO / / J O I I \ I 1 \ `. \ 646
ROCK CHECK DAM
J °° 1 7 28�IG °
_ / I / I / 1 /' TEMP. ROCK DOUGHNUT y CONSTRUCTION ENTRA CE VICINITYMAP ° °°Q \
/ 11 / ' 0000
\ 1 - I , ♦ / / , , ` N.T.S. F •Z`
/ I / l l l / INLET PROTECTION (TYP.) , , ♦ CLDSM 30.11A '.,�(°°°,�INE�° °
/ -- o I I L 1 \� \� TREE PROTECTION FENCING .,� /Y) °° °
INSET �i,z L S.
\ \ \ I l 1 II III ( / * - 42 / / i _1\ \ / / I I \ CHAIN LINK FENCE
--- I A 1 I I I I I I l i s F I I ' 4 ' 40 / / / vim__ / / 1 1i HW
I 1 I I I I 1 �" 6000 S.F. pD O SF / /' = / ___- ---------- \
- CHAIN LINK / / ,
/ I TIP 1 1 I I I�l \ \ / I r 6000 SF. 37 \ / l I \ \ Il \ \ \ ` \ -� \ \ % - _-_ \ \ ` \ \ \ \ 1 \ ♦ JULY 28,2016
( I I 1 \ \ I / 6000 S.F 36 , 1 \ `\\ ll \ \ \ ,\ \ 624 S.F\ \ \ _ _ ___ \ \ TEMP. SILT FENCE (TYP.) 1 \ \
/ 1 1 1 \ \ I s000 s.F 3s \\ \ \ \\ \ \ \ \ \ \\ / _ _ - \CLDSM 30.06A 1 \ `` \ \ r
II \ 1 \ \ \ \ \ 1 \ \
I I 1 \ V A f _�v x \ \ V v A / / _ A A \ V AP I DATE
\ O \ \ \ \ \ \ \ \ I --- / I ,/� ��� 6000 S.F. \ \ \ 1 \\ \\ \ \ \\ \ \ \\ �\ \ \ / \ , _ 1 ■ \ \ \\ \ \ \\ \ \ \ l \
600 60��\ \I ` \ \ ry 1 \ \ \ `
\CHAIN LINK FENCE \
(TYP.) 1
15' _ - \ s434\s.F\ \ \ \ \ \\ ` 1 \ 1 I r_,
\ \ C1 \ \ \ \ RCPT _ CB-5(B) �-
\ --�_-18" RCP. B 4(e
Is 7 S.F.
\\\ RCP
CB-6(B) \ \ 1 I I \ \ \ \ / I I , HIGH HAZARD TEMP. -
I I I / . l / l l I HA;ARD
\ \ \ I lI 31 \ \ \ \ 1 1 I I
/ _-15" \ II SILT FENCE (TYP.) I r
_ _ RCP III I l e0 IF. \ \ \\ \ 1 / l CLDSM 30.068 II /
\\ I 1 I I I 7\ \ \ - \ \ k - - / / / ___�1 _ O n, I I \ / /� l l 585 s.l# , I 6 I 1
\ \ \ \ / I / / �= \ \ ce-�e 11 I I I I \ \ \ \ \\ \\ I I / / / , JI l l I I I I / / 1 1 TREE SAE HOMES
I s s\s \__-\ \ \\ S6 _ �' // Jr J 1\ I / ��- _-_ `�- -1 AI/ / I / I I \ \ \ \ \ \ I /f / f�f/ / 1 / l 1 I l 1 I ce-14A I 5�5p $.F - -
6202 s.F- ---� l
, 59 \ \ _\ _
s000 S.F. s000 S.F., ' �\ \ 1 �,\ \\ l 1 'I \ HARDWARE CLOTH & GRAVEL / / I I
(30
, / / I I SKIMMER SEDIMENT BA IN#3 -_ / / l ' 1� / LIMITS OF DISTURBANCE I I 1 I / \ _ /
s000 s.F / l 1 ( �( / \ \ I I
ISIF. I CLDSM 30.02A \ \ \ l 60 F. / I A I _ _ -- _
I\`j// 1 J so ISTURBEDAREA:4.50AC ) _ - \\ I \ // //� I I»� \\Dl-3B CLDSM PJO.09CTlON (TYP.) / l 1 I i58sb s.Fl I I I 1
/ \ \ „ O / , (TYP.)
I I I I I �I I / O `� LGI HOMES-NC, LLC
I 6664 $.F. I \ \ I , , i / DRAINAGE AREA:8.63 AC \ 0 ` -g �\ / J I \ y / / / / I I I 850 �.F.
/ / / / I I , h
® / / / / I I i I I 3037 SHERMAN DRIVE
BOTTOMEL.:621.00 \saoaS�.F. ��\\ CB-`3(B 15" RCP' I r 1 i l /� / /� l' I I I 1 I
TOP EL,:626.50 1 7 S. \ \ / / i / I \// l / / / / / , / 1 I I / /
/ SPILLWAYEL.:624.00 - ` ^� I / / I ' I / / / 1 I I I ' I I I PHONE: [phone]
I \ / / / / \ l / / / 2� �/ 1 1 / / / l I I I I l , l I 1 I I I I I / �. I LANCASTER, SC 29720
\ \ \ \ DEPTH:2 FT - \ / I \ I I I / I / / 1 / I 1 I I Il I I
1 , I / / 01 I A I I I \ dhensle I ihomes.com
/ \ \\ \ss \ I I // 600 s.F I I l l 1 Y@9
/ / \ �� \\ \\ (I) I \ \ I \` / _ \ \ v l 1 / l I \ l 5850 t.F
\ /
CR-4(F) \ \ KIMMER INV T 621.00 \\ \ ` I I / / / / / I `- / I I I l l l I I i I ' I 1
SKIMMER INV IN:622.00 � \ / \ \ � I / � I l / 1 / 1 I / / I
6 .F.\ \ \ 26 S.F. 1 _ --'- \ \ \ \ 1 \30"RC \ / 1 1 / I 1 / 1 I ----' / I I / l l l l 1 I II CB-12(A� 1 1 $850 S.1j
\ \ \ \ i \ � ��'- ` \ -__ � ►\ \ � I 1 / 1 I I I I I / I / I I L I I lI / I
\15"
30" RCP CB_1(B \ z I I /
I \ \ \ a \ s4 �' / _ - -\ \ I ob2 STONE OUTLET
\ \ \ \ \ \ 1 1 �I
_ sa.�o s.r� I (TYP.)
I I \ \ \ \ I \ \ h Is4o �€ / �� ---- \ \ I I \ \ \ 1 1 I ` f ` \- \ 1, ce-i1(A) L
\ . �/ / Q \ \ I / /1 1 \ \ ( / I I I N
78 �F \ \ �\ ✓ / / o- \ 6 I I / \ I q I I I 1 I \ ! I I 1 I 8 0 s.F 0�
_ 1 \ \ / \ I I I 1 \ \ ` I \ \ \ I \ \ \ ce-1o(A I I / 1
\ \ \ HIGH HAZARD TEMP. \\ \\ l _ / / --
FE �BI --- 6 1 \ \ \ \ ` \ \ \ 1 I I I I I I 1 \ ` \ \ \ - I I I 1 / // 1
\ / \ d00�F 1 1 1 \I/ / \ \ \ \ \ I \ \
\ \ \ SIL T FENCE TYP. \ CB-2 F) , ' _\ COIR MESH TYP. \ / \ \ \ '
\ \ \ \\ \ < ) \ / � / ,- ( ) I \ I I \ \
\ \ \ CLDSM 30.06B \ \ \ / NO MORE THAN ZO ACRES SHALL \
� ' - -' I I I � \ sob2 sk \ \ \ I I \
\\ \ 1 I I \ \ "� \ \ \ , � \` \ \ s3 �' I I \\ _ \ \ \ I 1 1 \\ II \\ ` `\ BE DISTURBED AT ONCE. LAND `\ \ `\ \\ 585b s.k I / /J I , 1 _ - - _ I _ ,z� Q z
1 I \ \ 0 \ \ \\ / , / \ - 7 I I I I I \ I \ \ \ ` \ ` I I I ce-9(A) / 1
`5r\ \ \\ ___- _ I I I I ce_8 D) \ I I \ \ \ DISTURBANCE SHALL NOT EXCEED \ \ \ \ \ I ' 1 /
\ \ \ \ \ I/ / \ \898 . . /// / , - / / I I \ \ \ I I \ \ \ \ \ \ \ /I / 1 �/ W LL
\ 825 S. I/ _ - so 0 S.F. l \ I I \ \ I I l /r I
^ l -_ `\ // /' \\ l I I \ 6 \ I I \ �- PAST EXISTING PAW CREEK FOR \ \ \ \ I I I l 1 ` / - - i
10'X10' DEWA TERING _ \ / I I l \ / I �� I 1 \ 1 \ \ FIRS'PHASE. \ ` I I III m l /
s2 \ \ \\ /' R '� - SILT BAG AT THE END OF \\ I f Il \ /\ \ I ' 1 I ' 111 \ 1 \ \ \ \ 1 \ ` Iz I I I I 1 / / / �1\\ _ 1 / / /
\ s o2\s. .I 1 ,
I \ \ \ \ I \ 1 \ I I I A 3.88 A�. 1 O
v \ \ \ \ \ \ \ \ ) ) 1 1 s4b2 Is. I I l l I /
_ EACH SKIMMER PVC (TYP.). � 1 1 1 I 1 \ \ ,� \ \ � I I \ � I I I 1 v / /
I \ / / / ' _ _ _ _ \ v 6 J I l in \ \ \ \ \ \ \ \ / / 1 I I I I 1 // , w O
\/1 8252 S.F \ \ / / �_ r \ \ \ ) I I I I l I I / J
-_ __ ___ - - - \ /� / / l �
\ / / \ A/
/ // ,/ / /_�/ - \ \_/spo l , l I \ \ I \ \ \ \ \ \\ \ \_`_ �� , / l I I I I
1 1 I I l \ \ \ _ - \ \ \ / / / / / \ \ \ \ \ \ \ \ \ \ \ \\ \ \\ \\ \\ \� -'� /' l l I I I I I I I 1 I I I
TREE PROTECTION (TYP.) - _-- \ \ \ \v/ / I I \ \ \ \ \ \ \ \ \ \ \ \ , / / I I ,
l l l ' / / ♦ \ SDMH-1(F) // //CLDSM 40.02 _ \ , / I 11 I \ I \ \ \ I I 1 I I I /I LLJ
/ I 1/ l l 1I \o s \ �\ \ / / / ` \ \ / I 1 I \ \ / I I I I I I 1
/ / \ - \ / // l U
Lit v/
�I I I
04
I
v v HARD WARE CLOTH & GRA VEL ¢
600 \ \ \ \ \ \ \ \ \ \ S 9( I I I I o I I w
I , \ I I zi \ \ \ \ \ INLET PROTECTION TYP. I I I 1 I
2' HIGH COFFER DAM (TYP.) \ \ � , �\ \\\ 1 , � � \ `\" \ \ \ \ \ \ � \ \ \ \ CLDSM 30.09 1 I I I I II I `�� 1 - _ _ I I I I 11 I/ / V
/ \ \ I // / / I ♦ \ / \ \ / I r
l / l � I I 1 I ♦ �� � \ \ � / ♦ ♦� � 70 1 I / / ce-s D \ \ \ \ ` � \ \ \\ ---- l 1 7(A)
, �
\ , \ _4 �. . / , ' I _/ \ \\ \ �� \ \_ / I I / I I I I I \ I 1 I I III I I Q
\ STONE OUTLET \ \\ \\ W
CLDSM 30.02A TYP. v �y V // I 23 v v v v vA �; ■� O
/DISTURBED AREA:3.21 AC (TYP.) \ \ 1 I I I ` / I I I I III\ I I `, O
DRAINAGE AREA:3.21 AC \ \ \ \ I I I \ 8229 S. .
V \ \ \ \� \\ \ - //// / BOTTOMEL.:615.00 \ \ �\ \ \\ I ° 1 \ \\\ \ \ \ ' ■ 1 1 1 4 / // /1 E> \\ \ 1 11\\ \\
_ I rn
\ / / TOP EL..620.00 ♦ \\\� \ \\\\ I `\ I ` \ �� \ \ _ I / 'v / / // I I 11 \\ � `'I"I
1 SKI MER SEDIMENT BASIN#1 1 \
_ _ _ - �\\\� \ \ \ <) 0 �� \ // / \nom\\ \\\ \
SPILLWAYEL.:618.00 \ � < 5`6 \ \ 15"RCP DCB-4 D 22 � �� � � � �� � CLDSM 30.02A I \ l\
\ \ \ \ STONE OUTLET \ / // // j DEPTH:2 FT __ \♦\ \ \ I ` 21 \\\ \ _\\ _ _`-_ , , l l / \ \ DISTURBEDARE,4:3.76AC I \� r , Q O
\ \ / SKIMMER INV IN.616.00 -- \ �\ \ \ 6 8 S.F. \ �� -_ __- �/ / DRAINAGEAREA:5.21 AC \ ` \� V
1 1 (TYP.) ss ,, ;'�_ / / / ��� l \ \ \\ 8.. � / 1 X850 S.F. \ � 1{�_ � � � - ��c I I ��\ J
SKIMMER INV OUT.615.00 \ �\ \\ \ \\ p \ \ \ =_ '-- i
\` , CB-1(A) FES (A) d _I BOTTOM EL.:6 .00
_ 1 13
/ \ � � / �\ \ \ \ ` O I � c • -_ -_- / \
TOP l � \\ ' ' I
\ \\ 1 \�� \♦ \\ \ 1° �® /�%/ / ' //'�'' 1, - I
\A%
- 1 \ / W
--_ _- - ♦\ _ \
\ \ \ � \ \ � � � 30" \ \ r I SPILL 616.00 S
1 ♦ \ / /' ' / _ ' \ _ \ 72 \ \ \ \ `\ \ J CB-3(D) \ \ - - -5.F / 1 \
\ \ 1 - --- - 1 1 \ I DEPTH.Z FT \
1 \ \ \ / / --� RETAINING WALL \ ♦` ` \ \ - _ _ -- ._ F I 30" RCP ` \ I \
- -�-- / \ � / �- 1 I I SKIMMER INV IN.614.00 \ \
\77 ' , / ♦ l l / /� j /,, _---� -�_ \\ \�\\ 4\sF �\\ \\ \�_ 24"RCP T _ / \ i /' z 1 \ I \ \
1 I \ ♦ \ / _ \ \ � \ > \ \� - __ \ _ v N -I SKIMMER INV OUT 613.00
/ I/ // � - \I \ \�\ s / / // / / // / _ - ___ \\ \ ♦ �\ \tea \\ \�
5850 S.F.
2' HIGH COFFER DAM (TYP.) _1s" 18" RCP r'ce-3(A)
RCP \ F �
4(A) REVISIONS
15" RCP 7331 S.F. I I REV. 1 -04/19/16
/ I I I / / / »/ / I 1 I I , 1 I i / �- III \\I II s.F\ �\ ♦\�� \ 1 \ F (D) I -- �1 1 I \ m I f
REVISED PER CITY OF CHARLOTTE
p�l� I , , / / , ,, , I/III 1 \�II 11 \ \\ . \\ ` \ \ \ - - I , \• /, I I
� � I I COMMENTS
-' / 11 \ ♦ / 1 I I t I vlU I // / / / /' / �' \ II I \� II TREE PROTECTION (TYP.)
--- / 1 \ ♦ I , I I I I1 I
SKIMMER SEDIMENT BASIN#2 •-r1
/ ) > / / , 11 / /• / / I I I I \ r - CLDSM 30.02A
_ DISTURBED AREA.1.47AC T ,. _ v - V 15" RCP I 1 1 \
/ , v ♦ DRAINAGEAREA.4.34AC - -, - _�sg / / 4
BOTTOM EL.:611.00 _ •y ?�-^
TOP EL.616.00 _ - _ -----1 � -- _---' \\ �/ / 11 \ fs" RC �
\ SPILL WA OF /
/ / // ( • - = I I END LAND DISTU
II II ,
CHAIN LINK FENCE \ 1 I I I 1 // l/ �s DEPTH.2 FT RISING \ \\ -i-� -- FES (c) l�►`i /
TYP. I III / ®' \ 40 ACTIVITYFOFIRST,
- -_-_
(TYP.) - I I/ (/� // / SKIMMER INV IN.612.00 I R FIRST PH - - - ESV 1 ,
�r - ASE. ------�� \
\ 1 / / / / / f//, ✓ ✓/ SKIMMER INV OUT 611.00 T -- ��\\ \ ♦ , i
PROJECT NO.:2015.32
® 1� �`!\II 1\ �\ _ ----------------- X CLI 1 1 \ \ \� \\ \ \ I y TIS
/ SKIMMER SEDIMENT BASIN#6 I I _ _ �C \ \
/ _ / ___-------_ ----_ //E � �A►r.- \\ \ \ \ SCALE: 1"=60'
\ CLDSM 30.02A
l \\ l �' / DISTURBEDAREA:8.20AC 1 \ \ �� \ ��\ \ \\ \ ` -_-__-- -, PA _ CHAIN LINK FENCE -� \ \ 1 \ \\ \ ♦ 1 I I \
DRAINAGEAREA:8.41 AC \ \ \ \\' \ \ �. - - - _ �- _ _ \ \ _ DRAWN BY:CLR
BOTTOMEL.:607.00 \ 1 \\\`1\� �`\\�\ \ = _� - ��� //,/i,%%,,_ (TYP.) 1 CHAIN LINK FENCE
TOP EL.:612.00 \ I ., ��\\-__ -
-- �- -
f�^ SPILLWAYEL.:610.00 \ ------- ----------- /
/ ` \ I / /
DEPTH. � '�O. \\\ �\\y!�_� --------__- _�' / / , ' ice'/ �15"-RCP DCB-2(M)_ --
I SKIMMER INVIN.608.00
SKIMMER INV OUT 607.00R! 9WAd_ 1 I \V vv \V ♦♦A \V ��' � \ \\ \ / \ _
1). CONTRACTOR IS FULLY RESPONSIBLE FOR CONTACTING' i / - �
?) • APPROPRIATE PARTIES AND ASSURING THAT EXISTING SEE SHEET CZ.4
-� UTILITIES ARE LOCATED PRIOR TO BEGINNING CONSTRUCTION.
N , 2). CONTRACTOR IS RESPONSIBLE FOR PLACING BARRICADES GENERAL NOTES. GRAPHIC SCALE SHEET NO:
USING FLAGMEN, ETC., AS NECESSARY TO INSURE SAFETY
U ® To THE PUBLIC. 1. TOTAL ACREAGE = ±92.967 ACRES 4. SEE SHEET C3.0, C3.1 FOR EROSION CONTROL DETAILS. 60 0 30 60 120 240
LL_I 3). ALL PAVEMENT CUTS, CONCRETE OR ASPHALT, ARE TO
BE REPLACED ACCORDING TO STANDARDS OF THE NORTH SEE SHEETS CZ.4, CZ.S FOR REQUIRED NOTES 2• DISTURBED AREA = ±55.20 ACRES 5. THE PLAN APPROVAL IS BASED UPON THE EXISTING SITE
N CAROLINA DEPARTMENT OF TRANSPORTATION. CONDITIONS. ADDITIONAL MEASURES MAY BE REQUIRED
I`O 4). SHORING WILL BE ACCORDING TO OSHA TRENCHING 3. BOUNDARY AND TOPOGRAPHICAL SURVEY PROVIDED BY- IF THE PROPOSED MEASURES CANNOT FUNCTION AS INTENDED.
� Know what's below. STANDARDS PART 1926 CC SUBPART P, HA R AMMENDED. JASON LEE WYL/E-PROFESSIONAL LAND SURVEYOR ( IN FEET ) C203
Call before you dig. 501 FORNEY AVENUE 1 inch = 60 ft.
LINCOLNTON, NC 28092

I _ SES,SHEET C2..3 MOORES CHAPEL ROAD
III I ( / / //� / 0�l I I I II I11I1I 1I1 I I ' I �-i . JI �,IIS l �I �//�'�/ i� �// / I I I � � \ I \ ♦ ` �� ' `
/
\ \ \ ♦ - __ _ - _ __-_ _--_ ' ♦ '� _ �/',, _`--_--- / �P\ - U`\�1 rr��1 1 - /\
PAWUCK
T
/ / �1
cn
LA THAM WALTERS
ROAD
ENGINEERING, INC./
N.C. CORP. LIC. C-181 5
\ \ - 'I - - - - - --
16507-A NORTHCROSS DRIVE
HUNTERSVILLE, N.C. 28078
I � / / � G \ -__ -_ -i '- -- -- -- --- -----// /--- -- _- _ - / � _ __-- I \\ � '1 '1 II I � /-JII \\
_ PHONE: [phone]
��> / I I SDMH (G) I I _ _ - - - - - --_ - _ 1 I I '1 \ \\ \ \ PHASE l FAX: [phone]
V I 1/ \ I „ , 87 _ - _-- - -- ce-2 H \ `� I \ \ \ l �l PAW VILLAGE RD ( )
s 17 .F - TREE PROTECTION (TYP.) - --_ _- _--- - -_- _ _ _ I 1 I ' L I \\ \ PHASE II N
I / l 15_RCP - / \ A� __i- STq,Q
I , / CLDSM 40.02__ -- _
_ _ I /
�.. � \ ES
- - ' __ _ - 1 / - \ \\ \---� _
I I TEMP. SILT FENCE (TYP.) / � - - � STONE OUTLET I / \\ `_- SITE o k ����illlllli�
1 I !'1
\ K - \ �i,
II 1 / // a I 86 CLDSM 30.06A / - - - - D%(H) y B-t(H --� TYP. / / \�� \\-------- ^`�( C'4
( ) N R
11 it 7 // w' I I i l i 1 - _ / i I ` 6220 S.F. l 1 ! / , _ ___ _ __
1 / 1 / / ( / I I 1 / yy l I I / \ \ '-- -- �"` FES H SKIMMER SEDIMENT BASIN#5
1 �,rI 1 I 1 _ v _ _ A\
1/� /l N \ \\ \\ 85 .�1� I�f �- !\CG - oo '� \ \I�I I I CLDSM30.02A 64AC -----'% 85
/� �� - sz __ �8 _ - ,� _ A 1 I I DISTURBEDAREA:3.
\
-DRAIN 3.98AC �j
6330 S.F. o SEAL o
✓ s �• - \ \ \ BOTTOM EL.:623.00
CB-3(H) \ \ \ \ = o 1 7646 0 -
\/ ' . \ \\\♦l ' _ WCINITYMAP o IG o
/ // % / / /'I \ I I 1 /x l 1 I I .• \ .x \ \ \\ ` 6000/F. l I I / / _ \ \ \ \\' TOPEL.:628.00 ! /'�/ ° Q
DCB-1(G) I \� ` SPILLWAY EL.:626.00 N.T.S. °° F �`
_ _
6o D S.F.' l / Bz I �� _ / / / - _ CHAIN LINK FENCE
I � I _ _ / / DEPTH.Z F7
8000 S.� 1 �' / / /, ' Oe � � � � SKIMMER INVIN.•624.00 _- _ 'iiL S.
;\ \� a \SKIMMERINVOUT623.00 _----_--
/ 0 / 1 / / i \ \ �i111111i���
94 S.F. ,i 79 � l / / / / _ \ § ■ \1 \ \----- - -
�/ � I 1 / \ / r 24•• `\ / i \ \ i 6063 S.F. ) 78 / ! ! ` \ \ \ _--
l , ,- , - l 7 / l l l _ ,1 ,___---- __-___-
i / / j 1 i 80 .F ,81/44 5 F. P I / / \ \ ` I' \\ \\` - LEGEND
/j` ff 6668 S.F. / / CB-5142 - �__----___ JULY 28,2016
CB/�(G / J \\ __-\�' // �/ � It
I // / 1 6195 S.F. o \J \\ 40 \ �\ \\ I 11 \ _�__--'_ -__�'//
24" RCP l / / 1 / s000 s.F 0-_ \ o \ \ I / _ TEMPORARY DIVERSION DITCH + + t� E� DATE
/ / s000 sF
24"
RC / I \ I `rte /
/ o
STABILIZED CONSTRUCTION ENTRANCE
C
7- 1 I 1 I \ \ \ \ \ \ \I I I I
`
/ I I
/
LIMITS OF D
ISTURBED AREA SIF 5" RC
IIrGH HAZARD TEMP. g(G) X60ismas
SILT FENCE (TYP.) CB-6(HL SILT FENCE
CLDSM 30.068
/ l COIR MESH BAFFLES CM
15"iRC/P6000 S.F. " SDMH-8 HO//I 3 ,oe-- I
-/
\\
ROCK DOUGHNUT
•� 68 -15" RCP INLET PROTECTION N48s� /
e II I / CB-9(N) CB-1O(H) /
- - - E
\� 9 \ 6200 S.F. R64O� i-----
-
\ \ \
ls9 O I I
>> 6 F.' 18 \ I II � I \
HARDWARE CLOTH & GRAVEL
(s000 s.F 6000 s.F\ a127�.� INLET PROTECTION
s000 \F
6000 S LGI
//\�1II I/l////----11 I'II I1 1 IIII I II IIII II I I\\\I\\\\\ \\\\\\\\\\\\\\\\\\\\ I` V \\ \ \N\\\ \-\\ t \ I1 1I►I / \I I/\1/1\\>` I119I 1 1 / 11 1/ I II I I 1 Dl-8(G)\ \\ \ \\\I\ _ ✓ \\ \ \ \\\ \\II \ 1�\ 1I \\I II 1\\ 11'\ I
HOMES
-NC,
LL
C
( 60 S.F. 60 S.F. SILT FENCE STONE OUTLET
15"
1s" 3037 SHERMAN DRIVE
ROCK CHECK DAM LANCASTER, SC 29720
T45 604 S.F. 688PHONE: [phone]
---/I 1 I \ \ \ \\ I\ I I / \ I / \ \ \ I I / I I I ' I \ � `• \ / \ TREE PROTECTION FENCING dhensleY I ihomes.com
w92 I 1 1 lsz \ \\ \\ ` \ \ \ ,-�
O -650- / \ CHAIN LINK FENCE
665 S.F. \\ 151 \ \ \ \ \ / 1 /' \ 694S.F.
\U \\ I I / 6000 St.
. 1 j 6090 \ \ ' I / I I I \ 14f I I _ I \\ \ �S `
I ► / \ \ \ 150 I ( / I I I , I , , B 11(H) \ \ \ , _
I I I x45? s.FI I / N
\\ 111 / \ ; ` II 18644 S.F. / // % / I I I It I I / \ �- \J�\ \ N
/ GENERAL NOTES:
' ' �\ I 1 I \ I / 149 I I I l HARDWARE CLOTH & GRAVEL \ __`` \ \
/ \ I \ I I I / 93 / 1 1 / 1 INLET PROTECTION (TYP.) / 2 \\ \ \ 0\ \ _, \ , 1. TOTAL ACREAGE _ ±92.967 ACRES 1 1 I N
\ 1 I / / / 85 1 I / \ \ \ 136 \ \ 2. DISTURBED AREA = ±55.20 ACRES rWn
. \ --- CLDSM 30.09 /
I \ \ \ \ \ \ \ \ 1 I I I s000 S.F.\ e-1sE / I f 1 / / I I / / /h \ 7t 7 s.F\ I \ \ V
\ \ \ \I \ 1 \ \ l 18" RCP ��� I ( / / / \ / (14.7� '� � � � � \ \ `--/�� �+ ' U
I I \ I \ ' \ \ \I y I I \ / I / I 7" / / / / / \ \ ��
\ \ \ \ 1 \ I I / \ I I / / / / / \ \\ \\ 1 / \ 3. BOUNDARY AND TOPOGRAPHICAL SURVEY PROV/DED BY.•
\ / 11 \ 73 9 S F. / // / \ 1 \ \ JASON LEE WYL/E-PROFESSIONAL LAND SURVEYOR a z J
\ \\\\\\ \ I I \ I \I \\ 1 E" RCP -15E / \ C _ - 1 I I / / I 1 I = / / \ \ \ 1 ,� -66 \ 501 FORNEY AVENUE
I I I B-12 H)
` CB-f0(E) \ / T \\ 1 '\ I l l // // / / // i \ \ \ 1 \ \\ �` �\\ \\ \ n
I I I I I \ \ 1 \ \ I I 1 I CB-1 E / / _ \ 1 ® / / / / / + \ \ \ 1.._
I ' I 15"Rc � \ / / I / / / / \ L/NCOLNTON, NC 28092 ' f '
I I 1 I I I 000 S.F. 24" RCP /18' / _ W
II I / cB-2E RCP \ ' / / 148 I / /l / / l / / ,"� i// \ 13 \\ \\ II / \ \\ \�
I 1 I / 'L,, 1 / / / / I �I. ` I I / / ` \ \ I \ \ 4. SEE SHEET C3.0, C3.1 FOR EROS/ON CONTROL DETAILS.
I I V I I I I �_- ^ I 1 l // // - / / / / ��� / 74 2 s. / I ( qs"/c \�1446 S.F1 \\ I \\ /���\ \ \\
I \ \ \ - I I \ /' '� c6 a E
I I I I I I I 1 \ I 1 1 \ � / O / � l ( - _/ � / I I 1 � / /CB-13(H) \\ \ 1 ,\ � � \ 5. THE PLAN APPROVAL /S BASED UPON THE EX/STING SITE CONDITIONS. Q
I I I III \1 \ \ \ I I l 1/ / � - _ l / / 1 / 1 ' / \ \\ \ \ ADDITIONAL MEASURES MA Y BE REQUIRED /F THE PROPOSED MEASURES ' ' I
1 , / p / ` 'J /ta"RCP / 1 1 I I l l �i \ \\ \ \ \ \ W J O
I I \ \ \ \/ I-- \ h 1 / / / � -�. L I l CANNOT FUNCTION AS INTENDED.
j I I 1 \ \ \ -- I ♦ \ a / // /7301 F l 1 / - ce-11 E I I I� / ! CB_14(H) \ \\\�\
( ' 1 11H 111 1 ` \ \ - -� I I N 1,` 95 �// / s� / I / _ O i ( / ` \\\
8201 S.F. 1 / ' I / - '-� 1 I I 1 /� / l_ I / / / l l / / /i \\ I �\ �\ ��\ V
- ,
I I 1 ` - � ( / / . \ I � �11 CONSTRUCTION SEQUENCE: < _ � W
1. OBTAIN GRAD/NGIEROSION CONTROL PLAN APPROVAL FROM THE CITY OF �J J
C) z U^
CHARLOTTE ENGINEERING DEPARTMENT
/6334/S.F. / 1/70 / l ` \ / 1 ��cA l l l / l� / / / ` \ \ \ % I ■ \ \\\ \\ O
2. SET UP A ON-SITE PRE-CONS TRUC170N CONFERENCE WITH EROSION _
I I I I \ \ I \ 96 l \ \ \ A670 CONTROL INSPECTOR OF THE CITY ENGINEERING DEPARTMENT TO DISCUSS x
/ / / l 14 \ \
\\\\_` I III I 1I\\ II II III II II I1\ I 1` I1 1 I 1 1II 1 1 1 II I I I1 I IIIII I 1II I 1I // /I .19I I (1 IJ II I II I/\/\I,\I/_/�/_\ i i\\ ).►� ' \\\II II I\�II II I 1 I I i _ `
5535 S. -12 8615 % \IJ ®
\ \
\ EROSION CONTROL MEASURES. FAILURE TO SCHEDULE SUCH
CONFERENCE
W� 117497 S.F.
U
167 48 HOURS PRIOR TO ANY LAND DISTURBING IVI
30S. CHAPTER 17 OF THE CITY CODE AND IS SUBJECT TO FINE. 0
In
_FES /i // / J. INSTALL SILT FENCE, INLET PROTECTION, SEDIMENT TRAPS, DIVERS/ON Q/ /
/
1 � I
"
_
DITCHES, TR
EE PROTECTION, AND OTHER MEAS
URES AS SHOWN ON
PLANS,
�Uw 1
O
% Q CLEARING ONLY AS NECESSARY TO INSTALL THESE DEV/CES
j91 S.X ' �6316 S.F. u
/ / / 4 % % 4. CALL FOR ON-SITE INSPECT70N BY INSPECTOR. WHEN APPROVED, w/ l 1INSPECTOR ISSUES THE GRADING PERMIT AND CLEAR/NG AND GRUBBING
1000, DCB-t4( / l
/DCe-1 ,14117 /F MAY BEGIN.
% 5. 1E CONTACTOR SHALL DILIGENTLY AND CONINUOUSLY MAINTAIN ALLIII HARDWARE CLOTH & GRAVEL
7 F 6461 S.F.S.F1 / / ( /
INLET PROTECTION (TYP.) / EROSION CONTROL DEWCES AND STRUCTURES.
` rI CLDSM 30.09
I ` O
6. FOR PHASED EROSION CONTROL PLANS, CONTRACTOR SHALL MEET Wl7N WITH W
/ / / / / 1i \
/ �
/ I •'\ * \ EROSION CONTROL INSPECTOR PRIOR TO COMMENCING TH EACH PHASE
\ I I I I I I III I I I TEMP, ROCK CHECK DAM (TYP.) \ 1 1 1 1 7`8216 S.F. / / / / / / / / / / \ OF EROSION CONTROL MEASURES.
/ 11 II I I I III / I I I
'CLDSM 30.10 ` 1 I / / / / / / , / / / / j . . ` \
bUU6 .r. \\ \ \ 1 I I �/ / // / / / / �/ / / I
/ \1 / III III I I 1111 I \ CB-4�E) \ \ \ \ I I / / / / / / / /1 / / I / `� \ \ 7. STABILIZE S/7E AS AREAS ARE BROUGHT TO FIN/SHED GRADE. Q
`\ \ \\ \ 16 I 1 I / // / // / // / / 1 / / l CONSTRUCTION ENTRANCE ` \ \ Q
l 1 CLDSM 30.09 �: 8. COORDINATE wrTH EROS/ON CONTROL INSPECTOR PR/OR TO REMOVAL OF
( V 185 EROSION CONTROL MEASURE.
11 / \ \\ \ \
1 \ \ \ so 11\S.F` \ I , / , / / / \ ` / / , / / / / / / I �� ^\ I 9. ALL EROSION CONTROL MEASURES SHALL BE CONSTRUCTED /N
SKIMMER SEDIMENT BASIN#7 I \ \ % \ \ \ \ \ a
\ / / \
CLDSM30.02A I �� 1 \ \ \ I I `� I / / � / / / i \ l / / / / / l / � \� \ �� � \� ACCORDANCE Wl7N THE N. C. EROSION AND SEDIMENT CONTROL PLANNING REVISIONS
DISTURBED AREA:7.34 AC I I I \ I / / / / / ( / I I ( / / �' (/ ( ` ( \ RETAINING WALL / \\` \ AND DES/GN MANUAL, U. S. DEPT. OF AGR/CULTURE, CITY OF CHARLOT7E
/ I . DRAINAGE 7.S5AC I 1 / s, / \ \ I 1 / \ 3z / �\ \ \� � \ EROSION CONTROL ORDINANCE, AND THE CHARLOTTE LAND DEVELOPMENT
/ / 1 I n / I / / ( �'
BOTTOM EL.:597.00 I / I 1 I 1 / / / / I 1 \ \ ( / I \ \ I 1 ( , 1764 S.F.
TOP EL.:602.00 I / I 1 1 I /62 7 SI F. / / / l I \ 1 I / I \ \ III 1 1 ` ,\\ \\\� \ \ .� ■
� ��« � � STANDARDS MANUAL. REV. 1 -04/19/16
REVISED PER CITY OF CHARLOTTE
SPILLWAYEL.:604.00 / / / / �/ / / / 1 / I \ \ 1 I 11 1 1 \ \ \ \ \ \ I \L _ \ \\��\ COMMENTS
MAINTENANCE PLAN.
DEPTH.2 FT I I 1 \ \ \
N I I _ 2' HIGH COFFER DAM (TYR.) I c / \ r I \ \ \ \ \ \
-SKIMMER rNvrN:598.00 � ( \ / 1861 s.F I / � \\ `\ \ \\ NO MORE THAN 20 ACRES SHALL
SKIMMER INV OUT 597.00 s I l l l / 102- 1 ce-s E I I I / ' \ `\ \ \ \ _ _�\ \ � 1. ALL EROSION AND SEDIMENT CONTROL MEASURES WILL BE CHECKED
1 I BE DISTURBED AT ONCE. LAND 1 �
/ ' 1 I / /� I / ( � �Q,� i` \ \\ \� \ \ DISTURBANCE SHALL NOT I �� "msµ ��\ FOR STABILITY AND OPERATION EACH WEEK AND FOLLOW/NG EACH
0 S.F. . I \ 1 \ , \ OM RAINFALL.
I / / I 1 ' \ 1 1 / I / \\ \ �\ \\
�, / 1 � \ I \ \ 1 .� � I I 1 �" � I��\ \ \ EXCEED PAST WHAT IS SHOWN -_ 2, SEDIMENT /S TO BE REMOVED FROM 77-1E ROCK DAMS AND BAS/NS
INSTALL A 10X10' DEWATERING i y \ \ \ 1 2 HIGH COFFER DAM (TYP.) // \ I \\ \ \ \ I � o \ \ 1 \ \ FOR SECQND PHASE. 'N -. WHEN STORAGE CAPACITY REACHES 509 GRAVEL /S TO BE CLEANED
I / SILT BAG A T THE END OF \ \ `' J \ \ \ ,` - --______ �` \
, / I / / \ \ \ \ \ \ �-� �' \ y\ \ \ \ \ ` AND OR REPLACED WHEN THE SEDIMENT POOL NO LONGER DRAINS
EACH SKIMMER PVC (TYP.). / \ \ 6121 S.F/ \ \1 \ \ �jw \ \ \ 6� ---___ ___----__.
�� ��\ -- ------ --- -- PROPERLY.
\ `\\-- I J. SEDIMENT IS TO BE REMOVED FROM SILT FENCE WHEN IT BECOMES
-----------
' I /\�►/ / ` \ \ \ / \ \ \ \ �'4 � _ \ \ \ _,``_--_\ -,a APPROX/MA TEL Y 0.5' DEEP AT THE FENCE. THE SILT FENCE WILL BE
STONE OUTLET \ \ \
1 / TYP. ! , `_ / l0� \ \ \ \ \ �1� , \ -- �� __ �` REPAIRED AS NECESSARY TO MAINTAIN A BARRIER.
( )/ \ s. \ 1 n \ \ \
\ � \\ \ � 95
�_ \ __ \ � 4. ALL DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED
;� _ \ \ ___ \ ` \ , \ --- 6(y0 '� AS NEEDED /N ACCORDANCE WITH THE SPECIFICATIONS.
/\\ 5. TEMPORARY GROUND COVER MUST BE PROVIDED FOR WITHIN 5 DAYS OF
,� ---�/ / / 1 \ `\\ \ /- --�\ \ � \ -------------- \\ \ ` ANY PHASE OF GRADING.
PROJECTN0.:2015.32
A I I I S / \ � ♦ \ \\ \ ----- los �,� � -- ,_,`_ � / � \ / _ � \ �, �-__ �
I 1 / � \ � � \ \ 15788 s�� �'' � ` / / / , � __ ____ 6. ALL LOG BOOK ENTRIES WILL BE ELECTRONICALLY SENT TO THE AREA SCALE: 1"=60'
\ / / \ / \ \ i__ =d \ \ \ \ ♦\ \ \ \ \ , / I I 1 \ \ \ �% I, ---__ INSPECTOR.
P 1 '' �' �-- �� \ \ \ - -_-\ �� � I I \ ! \ \ \� \ \ \ \ \ , \ DRAWN BY:CLR
I I \ I I \ \\
SEW __;, �/ ` \ _ _-\ \\\ \ \ // j / / f / \ \ ` \ `_ \ \\ \ \ \ �, __---____ Z TURBIDITY MEASUREMENTS ARE REQUIRED TO MEASURE CLARITY OF
BA SIN EFFLUENT AND ANY POTENTIAL IMPACT TO RECE/V/NG WATERS AT
CHECKED BY: MSL
-07-
__ THE TIME OF RAINFALL-TRIGGERED INSPECTIONS. READ/NGS MUST BE
�, ! ___ \_ c6-a l / / 27 t so
-' i� / 1 - 1 \ \ \ - / \_ --__ (v / / / / / / \ \ COLLECTED AT THE BASIN OUTFALL (TO MEASURE CLARITY OF BASIN
73os(��___-_ __-_ // EFFLUENT), UPSTREAM OF THE DISCHARGE POINT TO MEASURE BASEL/NE
/ l l / I l l /- \\ \\
CONDITIONS) AND DOWNSTREAM OF THE DISCHARGE POINT (TO MEASURE
CD 1). CONTRACTOR IS FULLY RESPONSIBLE FOR CONTACTING / / / / \ \ / / / / //�� ----_ __ // �' _ ;r \\ ` \ \\ - ----_ / / / l I 1 (\ ` ,� _ / \ ! \\ \\ STREAM IMPACTS OF BASIN EFFLUENT). THE RESULTS MUST BE LOGGED /N
?) • APPROPRIATE PARTIES AND ASSURING THAT EXISTING - THE INSPECT70N REPORTS.
-� UTILITIES ARE LOCATED PRIOR TO BEGINNING CONSTRUCTION. SEE SHEET C2.5
N •
2). CONTRACTOR IS
FLAGMEN, ETC.,RESPONSIBLE
NSI NECESSARY CINTO BARRICADES RE SGRAPHIC SCALE SHEET NO:
U ® AFETY
TO THE PUBLIC. 60 0 30 60 120 240
LL_jW 3). ALL PAVEMENT CUTS, CONCRETE OR ASPHALT, ARE TO
BE REPLACED ACCORDING TO STANDARDS OF THE NORTH
N CAROLINA DEPARTMENT OF TRANSPORTATION.
I`Q4). SHORING WILL BE ACCORDING TO OSHA TRENCHING ( IN FEET )
C2 04
L0 Know what s below. STANDARDS PART 1926 SUBPART P, OR AS AMMENDED.
Call before you dig. 1 inch = 60 ft.

MOORES CHAPEL ROAD
/
__ -_ SEE SHEET C2.4 _ 1%% / �
ll 11" , L
____�
I \ / 1 / V� � \\ \\ t,OA dI`-1 / / \ \ // / / / / /�- /-, , � - \ \ // 1 \ / / / /k / �\ ♦ l \ \ \/ \ \ /
1 - 1 ' / / / / / / / - ' - \ - ----/, /- / ,/ / / 1 �'a ` \ - '' /_ \�` \�` PAINTuCKETT LATHlA1il�-WAL�"]ERS
/ / � ��� `1 / / \ I � 4., - � STONE OUTLET /
/ / /'^--- - , r-- / / / /-// 9°KI MER SEDT ENT BASIN#8 -_ . *_� (TYP•) /` \ TEMP. ROCK CHECK DAM (TYP.) �'so ♦ \ ` \_ /' `� `� to
// / /--- 1\` / / - / I I \CLDSM30.02A _ ,_-_- /�) //'CLDSM 30.10 \\ \_ //' /-------\ \`11 \11\ 4 ROAD ENGINEERING NC
/ 11 /' -_1 l / DISTURBED AREA:4.71 AC _- _
/ / \ \ r \ / / / l I __ ----- / / /'/' fir/ \. // �� �" \ �C N.C. CORP. LIC. C-1815
/ / //;_- 1\ \ / \ I DRAINAGEAREA:5.56AC _------ - - S% _- _ / \ 1\ \ ♦i \ - - -`s ` \ O
/ / �.\ , / / \ I - ---_ _ - \ \ I - P - - _ \ s- 16507-A NORTHCROSS DRIVE
I /�/,/,, " ^\\\\A\\`\ \\ / l BOTTOM EL.: ----- --- - ��- \ \ I ♦ - - __--_ 6 - ". `� �cZi1
/ / / TOP
LWA EL: - _ PHONE: [phone]
/ - - / � \\ \ \ , / � - ,, \ \ �� ` ce-zp)_ / -� \ \ HUNTERSVILLE, N.C. 28078
/ / / /1 1 11 \ \ / l \ / SPILLWAYEL:628.00
I / / / / \ \ ` \ \ ` \ DEPTH:Z FT _ _ \ - _ \ 10 \ _\ ♦♦ _- // \ \ \ \
CHAIN LINK FENCE \ 15173 S F. - ce-s(i- -%V \ ---_ - \
/ \ \ \ \ 18720 S_F \ \
VC�
l / \Y\ \\Q\ \ \ SKIMMER INV IN.•626.00 ► -
// , / / / � \\\ \ I I / / � � � \ \ � �-� � � \ \ PHASE l FAX: [phone]
/ / - I r I / / / / _ ` \ \ _ --- ` - \ \ \ PAW VILLAGE RD
I / / / / - \\ \ \\\\A , I 1 \ SKIMMER I OI�T,.625.00 / / / / - ` / TYP. ` ` \ ` - 15"RC T �' ` \ ` \ STA
/ / -
I // /� / --_ \\ \1\ 1`\� I I I I \ I I / , , - `\ ( ) l-® \ \ .- -----��, _- \ ---\ \\ \\ �� \ PHASE II RHES
, // / / - \\ \\ 1 \111 I / / n / / r �' / `\ �� _ ' /' / �� \ \ ` �� \ -- --- ` �
11/1 //�' \ \ \1\\\ 1 \1 I / r I 1�• I I / / / /- , _ HW- uL -O -\ ,-- - ► _ -__ -_ \ \ \ \ " ��\%J1111111
� //////
v / v v
\ \ SITE ,1 1111„
,1 / / - -\ \ \\ \1 k1\\III I I 1 / / 1 HIGH HAZARD TEMP. I��� / / ` /' /--- ` ftft. ► ` \\ `\ ` .`� \A CAR
I /r / vv VA 1\ \V1 1VI I 1 / / r � ` �- --_ -650 '� v v- I .� o0o O
I I I / I �+ \ \ \\ I1 \1 I�\\\ \� I I 1 1 SILT FENCE (TYP.) I / c ` '� 1 �\ ` --
I I I I I F- / \ \ \ \\I \I\1\\I \\\I \ \ I I / CLDSM 30.06Bi 1 j I / - I A H- v - \► \ \\ -___ \ I `\ - /'85 , °
1 I 1 \ \ \ \\III 1 I / I j I ry\ i_,�
I I I t- __ _ _ - 3 CULv-1N o
I I I I I \ ` 11 \ \ I 1 1 1 - I I 1
I I \ 1 1 1\ \ \ / I I \ I I FES ✓ \ I - > ___ %I 0. o SEAL o -
II I I I � \ 11 1\ \ I I / \ 1/I I \ I
III I I \ 1,\\ \ 11 \ \ \_ 1 I 11 ; _ DCB-1 / ---- 1 _ ogI I I // \ \ 11 \ \1\I 1,\�\ \ I1 1 1 1 I // // I, IIt O / / " 1 7646
I I 1 / / \ \ \ \\ 1 \1\I \ \11 I I I I I I I / // %// COIR MESH BAFFELS i --__ /--- /� � VICINIT�'111AP - o
I I I I I , \ \ , 11 , 1\ I I 1 I \ / /// TYP. N / 1 ---- \ -__ __- _ S / 24" RCP DCB-2(l) -- � V ,__ '� 1�o���
I
1 I III / I \\ \1111 \\1\\\\\ jIV I I 1 1 1 \ � / // // is / ( )� " ` / �D I I� �\\ _ _ - / /�''___' / i ooINE �
\ 1111111 - _ _- '24" RCDP, ' ✓ _ TEMP. ROCK DOUGHNUT N.T.S. ��� u"F000000 Edo �`�
1 111 II 1 I \11 , \I 11\ \ I \ / , I / I �- --- _ ------- _ / / _ F� \
18"RCP 1- INLET PROTECTION (TYP.) y Q
II II , - \ \ 11 \ 1 I 1 1 f i�/ l 11 1 / ) I - \\ I I - -_____ ---- _ __� I _� - - S. ��`
Ij j III II I \\ \ \\ \I`\1 11,1 I\ I \ ` / ///1
//// / //� , \ -- I ► i 1 -- --_ _ -_ _ �� iO 1 �8_-/ j/ C _-_-_ 1i11111,\
1 I \ I // / l 1 I 11 I 1 \ \ \ I l 109 OS _ \' /I I
I IIII , / \ \� 1 \ , \\ I1 \\ \ \ \ / / /, // / I I 1 1 \ I / ` -_ __� �. \, \ I 1 716 F / ' -------
/ \\ 1 \ TEMP. SILT DITCH TYP. T I I I 153E s.F �\ _-------- _ -__ \ I I r r / / /III II I I \ \\\
1 \I ` \ \ 1 ` \ \ / / / / / ( ) \ / 16029 S.F. ----1933�S.F. - \ r ------------I \ \\ \ 11651 S. - - - - - I r .---------- LEGEND
II 1 111111 V / I I / /
I III 1I 1 I --\ \ \ I 1 \,\1\\ 111 \ \ ` I r 4 / // CLDSM 30.05 1 , I I _-, / _-__-_____
III I1 11 1 \ \ 1 1/ I�, i / n p; /� \ a; 1 / / / ------
I I 1 p , I ,/ \ \ \ I \ 1\\I \ 1\I I 1 I \ 1 II I / A \ I / I I �\ / / /// `\ \`_� - ----- _ _ \ \\ I 1 I I 1 / ' // ----- TEMPORARY DIVERSION DITCH JULY 28,2016
1 I I I II III I , \\ \ \\\\\ 1 1111 \ \11 1 \ \ \ 111 I /I TEMP. ROCK CHECK DAM (TYP.) // \ I I I ,\ / / \ \ - _1 \\T I I I I I /
`\ I / /'
\ \ 1 1 , 11 1 / I / CLDSM 30.10 I I / // / \ \ - ----------_ i -__ a \ I I 1 ---- DATE
Ij 1 I II 1 II I I \ 1 \I1 1\ 1 1111\1111 \ 1 I \ \ I II I/ I / " ' / 1\ / / / \ - - - - -� ,\ 1 I I / / / ----- - - a a
--_ , -- - -_ I --- --,_____ --- I ' /- _ __- STABILIZED CONSTRUCTION ENTRANCE
11 11 11 11 11 I \ 1 1 1 1 \�\ 1 \ I I I I I / 1 I / I ' I / // , / / / \ , i - _ `� \'\ \\ I I I I I / / a a s
I I I 111 II I I / \\ \III1,\\ 11 \\,11\1111 111 I II 1 1 1 // ,/ // / / / I 'i r ___ -_ - - / / i \ / ��-_ \ \\ \� I j I l I / I // /'' _
111 I I I 1 I / \ \ \ \ `I 1 \ X11\ \ 1 I I / // // // / / / I I I CB-2(J) 11 - // � / / _\ \ \\ \ \ ( 1 I I I /- LIMITS OF DISTURBED AREA ■ ■ ■ ■ ■ ■ ■ ■
11 11 I 1 \ \ I II I 1 \1 \\ 1\ 1 \ I I 1 / // // / / I - - / _
11 1 11 I \ \ \11 \ 1 / / / / \- / / - ----� �i\ \\\\ I 11 1\ 1 I I I /
11 I II 111 I I I ' I \ \ \ \ 111\ \ \ 1111 1 I I I I I /l �l / / / 1s"RCP / l/ --- /' - ? -\ \ \ \ \I II \ I /- SILT FENCE
II I \ 1 I 1 1 1 ` I I Ii / / / / \ \\ I I I /
I III 1 I \ \ \ 1 1 \ 1 1 1 I I / I 1s"\RCP / CB-5 J) / / /' CB-5/ \ \ 1 1 ` I I I I / i
11 I I IIII I '� \ 1 1 \ 1 11 , 1 1 1 \ 1 I I I I I I I / / / I I l / / // / � ` 15"RCP CB-4�� \\ \ \\1 1 1 \ I I I I
I I I I I I I I ` 1 1 1 `,1 1 I I I I I / 1s"RCP ' ' ` \ 1 I I / -
II I I \ \ 1 \ 1 \ 1 1 \ I I I I I i 1 / \ I I / - - 15"Rc 1\ \ 1 \ - --
I 1 11 I I I I 1 1,1 1�1 1 I I I ce-3(✓) 1 - / -owl_____001 _ \ \ --- \ \ I I I I I COIR MESH BAFFLES CM
II 1 1 1 III 1 I I I � \ 1 \ \ 1 ; \ \1\\ \ 11 1 1 III,
I TEMP. TREE PR07EC77ON1 ( I I 1 C8-4(✓) \ 6 ---r 93.5,--I is" RCP // / // // / _ �1 �\ `�� `\ \ \ \ ) I I I , 1( /
11 I I 1 I I I I \ \ \ 1 \,1 \ 1,1\11 1� 1 1 ` I (>�) / I 1 I 1 `� 1 __T-- /
111 II1 1111 I I I I I \ I \ \ 11 \ 1111 \\I \ \ I I I 11 , , 1 ( I \ I I \ I 1 I Dl-tip) 6 -- -_ _�.` ' / ----- _ CB-sl\ \ \\ \\ \ / , I l I I I / /--
I I I I I 1 I ' \ \ 1 \,1 \1 ► \ 1 1 \ 1 I I I II I I 1 112 \ \ \ I I / / )42.s�' - _ \ \ \ \ 1 \ I / / 1 I I / / / INLET PROTECTION
I I I I I I / �� \ \ \ 1001` 01l \11O \ I / - ROCK DOUGHNUT
I II IIII III I ' / \ \ \ \ \1\ \ I 1 I./11 I I / --- s ` \ 0 .
1 1 \ - / / - --43.14' \ \ \T / / , /
I I \ I I HARDWARE CLOTH & GRA VEL / / / - \ \ \ / I � l / I , / , ,
11 I / \ \ I1 \ \ 1 \ 1 \ \ 1 I I I I 1 1 1 1 1 37S.F \ �\ \ \ I I -' - / / - - -- \ \ .
I II \ \ 1 1111 1 ` I 1 I \ I \ I I I INLET PROTECTION TYP. / / -- \ `HARDWARE CLOTH & GRAVEL / O / / I I / / /
IIII I I / \ 1 ` \ \\\ 1 1 I I I I 1 \ \ I I I I I - / / // / /-' - \ \ INLET PROTECTION TYP. / b / / / l HARDWARE CLOTH & GRAVEL
I II I I1 1 1 1J\ 1 \ 1 \ ( ) - / / / \ / / / / / HOME
1 1 IIII 1 I I _ \ \\ 1 1 1 1 \\ \ \ „ 1 1 I 1 \ ) \ \ _ ► \ I I I CLDSM 30.09 / - ( ) _ l l / / / -
\ INLET PROTECTION
I 11, \ �, \ \�\ \ 1 1 I \ \ I I / / / ' / /' / / CLDSM 30.09 ' / / / / / / / /
11 I I / \ 1 A�11 \ V 1 1 \ I I / � / / / / / / / /
�]
111 1 1 I I I I I I \ \ 1 \ `I \ 1 1 1 1 \ _ ,-----
I I I \ \ I I I I I / I /, / / / / / ` / / / / / / / / /
II II IIII I / / \ \\I \ \ 1 \ \ 11 \ \ \ I 11 I I I - / / / / \ \� ,.
I I I I I I / \ \ \ \ 1 \ INSTALL A 10X10' DEWATERING 1 I \ \ � \ \ \ I / / / 1 3 / / , - \ \ �\ `\ \\ \ `\--- - / / / / / / / /
II I / \ \ SILT BAG AT THE END OF \ _ I I I / 17 s2 s. . / w - \ / / l SILT FENCE STONE OUTLET
1Bsos. . / / / \ / /
I
, III I I / \ I1 \,� 1 1 � I I � I I / / � � ,• / / LGI HOMES-NC, LLC
II I I 1 1 1 I I I / / \ ` � r / / `� �� I 1 I I I I I // 7451 s.1� / Iz4 \\ \ \ ,. �' / / / / l
\ 1 1 \ 2' HIGH COFFER DAM (TYP.)
IIII I I I \ \\ 1 EACH SKIMMER PVC TYP. \ 13s,1a�-F 1
1 / \ \ I I I I 1 \ I I I I I r / / \ \ - /
I I I / 1 ` ( ) _ I I 1 I �\ \ ,\--- r // ' / / / <& 3037 SHERMAN DRIVE
I I 1 1 1 11 11I I I ^� \ \ `\ \ \ ' \ \\\` 1 - / ► 1 1 I / \ \ - / ' / / / l ROCK CHECK DAM
II1 II I I I / \ \ 1\ \1 \,11\1 11 \ \ 1 \ \ \ \` ---- \\ \ \►� \ \ \ 1 1 l I I \ 1 I I I I I I \ \ f \ 1 -- w I I \ \ \ - / / / /
I I I 1111 I \ \ \ \ 1`\\\ 1 1 , \' R \ \ ► \ \ 1 I 1 \ \ \ \ 1 I \ \ \___ / / / / / / / LANCASTER, SC 29720
I I I I I / 1 \1 1 1 \ 1 \ \ \ \ \ \ 1 \ \ 1 I I \ /C� / I i H / /
I 1 . - \ V A \ I v / / O / / / TREE PROTECTION FENCING
I 1 I I I I \ \ \ ` \ 1 11 �\\ STONE OUTLET 1 \ \ \ ` \ \ I \ \ \ \ \ 1 I I l \ \ \ \ \ /- / _ i / � / / / PHONE: [phone]
1 1 I 11 1111 11 I I ( \ \ \ `1 \11 1 \ \ \I \\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ ,\\ // - / I \ \ / / / \
111 I I 11 I I \ 11 \ 1 11 ` 1 1 (TYP.) _ J` \ \ 1 \ \ \ \ \ \ \\ I - / / _ Y@ 9
I \ \ \ \ 11\ \ \ �' __ \ \ 1 ► \ 10 1T ' - 11 I [e-mail]
ihomes.com
I I 1 I I I I 11 I I `\ 0 1,1 I I \ \ \ \ I\ \ 1 1 1 \ 1 /� \ _ 126 / / I CHAIN LINK FENCE
I I I I I I I 1 1 ,^ \ \ \ \ \`�1 \11 \ \ \ �. � \ \ \ \ 1 1 1 \ \ \ \ \ \ \ \ • �' \ / 1 \ 0_1 ...,--_�_ . _/ ( /
I I 11111 1 1 I \ \ \ \ I \1 \ , \ \� \ \ 0 \ 11 __\ V I \ \ \ \ \ \ - I _ _ \
I 111 ,111 I 1 I \ \ \ \ \\ \1I 1 I . 1 \ \ / / ' \ \ \ \ \ \ \
- 13787 S.FS- '
1 IIII I 1111 I I I I \ \ \ \ \ \11 \ \\1, 11 \\ \ I / l 1 I n 1 s.F/- _� \ `� \ \ \ \ _ ^ / ----f- \ \ `
I 1 I I 1 1 \ 1 1\1 \ \ / 1 / � -7 / 7-/__ - 1 . \ \ NOMORETIIAN20ACRES \ / ,-- _�-- -\ \ " ` `11
111111111 I I I I \ \ \ \ `\ 0 \11 \ 1` 1\ ';1\ \ \/ I / / � ,/ / -;` \ `\`, \ \ \ \ \ \ \ \\ \ / / �
I - 1 /-- __ _ __ CB-2K)\ 1 , � ------
I I I I I I I I 1 I I I \ \ 1 \ \ \\ \ \ 1\ 1 \ \ \ SHALL BE DISTURBED AT ONCE. r I � _ / __, -- ,-_ _ - \ \ _- - �-- GENERAL NOTES:
I I I I \ 1SKIMMER SEDIME BASIN#9 / \`V I 1 ' - ` ` ` T_
I I I
Till I 11 I I I 1 \ \ \ \ \ 1\ 1`1 \1\ 1 CLDSM30.02Ay " /// �- -1"Rc _ \� ` 1 I 1 1 0 \ \\ / -- �_ I- - v \ \\ \ ___-- 8�� _----
I I I I I I ` \\\\\\\ l .,.4-1 o / / � \ THIS PORTION OF SITE SHALL �_- / \ � 1. TOTAL ACREAGE _ ±92.967 ACRES N
I I I I I III I I I \ \ \ \ \ 11 \ \ \ \\1\ / / / /� \ _ 75" J I l l 178812 S.F I K / ��: I / I \ \ ______ - - 0�
I I I \ \ \ \ DISTURBED AREA:2.88 AC / - _ RCP l I / BE THIRD PHASE OF LAND 1 / / I _-- \ \ \ - - -
I I \ 1 - __ _- ♦ Dl-3 -/ / \ --_ `_-- 2. DISTURBED AREA = ±55.20 ACRES
"I 1 I II I III , I I II I I 1 / \ \ \ \ \\ \ 1 \ 11\\ ��,2
/ / / � - � l I m��, -� _ -_ ------ w N
I I \ \ \ \ \ \\ 1 1 1 \ DRAINAGE AREA.2.88 AC / / (K)l / l \ ; ITg - -- _-
I I I1II \ \ \`\ \\ 1,1 \ \ BOTTOM EL.:611.00 / SDMH-2 K 18 - - ce-1(K i l / l 1 DISTURBAN E. \ / �/ , ___ -_____ --
I I I I 111 11 ` I \ \ 1\ 1 1 1 11,1 1-'I RCP ♦ / / I \ 15125 �F - / __-- +\ vv --__ ----
I I I 1 I I 1 I I \ \ \ \ \ \ TOP 616.00 -1 18". � _- . / / -___ \ \ 1 \ T �- l I � i \ \ ------ ___ --___ J. BOUNDARY AND TOPOGRAPHICAL SURVEY PROWDED BY.• r n
_ V/
\ /' - __ - JASON LEE WYLIE-PROFESSIONAL LAND SURVEYOR
\ \\ \,1 y a 119 - ' - / 1 \\ - \ / 6
1 I I I I 1 I I 1 / ^ \ \ \ SPILLWAYEL.:614.00 �_'p7 - � I I �� \ 1 \\._- / \\ �\ - .�. U
I 1 It ' ll I III I I 1 1 / \ \ \ \ \ \\ \ \ \ I I` 1 DEPTK 2 FT I \ / I I _ - 2 / I I \ 1 \ \ // -_/ I _ \\ \\ \ �O` ----- 501 FORNEY AVENUE z
/ I III 111 11 I I I I I / \ \ \ \ \V \\ \,1 \ 11 /r / I I ` \ ` \'♦ I -' -- I 1 I _ - ` \ I I I l / \ \ \ ` . / - ----- LINCOLNTON, NC 28092
/ I I I I I I III 1 I I I I \ \ \ \ \ 1 'SKIMMER INV IN.612.00 1 \ \\ 1 / L_ I - /_ 1/ \ / I / I� / -- \ \ \ \\ 4` - -_\ � �
1 I I \ \ \\ \ 111 I \ I 100.3 _ � �'_ \ \ \ -
I I III III 'l I I I I \ \\ ` ` \ \\ SKIMMER INV IN.611.00 1 \ \ 1 I I I __ -- 2 1 / \ \ /, - _. w
I I I I \ 1 \ 1 111 \ 1 I I 1 \ \ I / �-7 -_1 \ C -sL \ _ � �
I it' ll I I I I 1 \ \ \1 I \ I \ \ \ I I , / 1\ -�_ �/ `y__27.1 / i5"RC _ ( � \ \ -, __ 4. SEE SHEET C3.0, C3.1 FOR EROS/ON CONTROL DETAILS. n
1111 I \ 1 \ \ \ \11 \ \ 1 I II 1 I I \ \ \ I _ \ \ \ \ \ _/ / 1_ / \ \ ` ,_ - I- 1..-
I I III IIIII 1 1 \ 1 \ \1 \1 \I 1 \ I \ \ \ \ 1 I I 1 ' / 1 \ \ \\ I \ / 7-'/ `\ \1a5 \ \_ " ----- n
I I I \ \ \ \�\ 11 \ 1 1 \ I I \I I \ I I \ \ 114 \ / _ 1...
I it' ll I I I I I I \ \ \ \ \ \ \\111 1\ \ \ I II\ \ I ` \ \ ` ` \ \ \ \ \ I I -/J / //\ 1 I I 1 ,./1 I \ \ /I / / CB-5(L) - \ \ \ \ . -_ I _ - 5. THE PLAN APPROVAL /S BASED UPON THE EXISTING SI7F CONDITIONS.
1 I 1 I I I I III 1 /^- \ \ \ I I \ \ 1\\I \\`\ I I \I \ I \ \ ` 1 s 1� s.F \ \ \ � \ \ 1 `__ -- / / / I I I ( I \ \ V` - .�/ I/ / / i /- \ os F i --- - -_, -----_-' ADDITIONAL MEASURES MAY BE REQUIRED lF THE PROPOSED MEASURES O J
11 II IIII I II / \ ` \ \ \`\ \\ \ \ \ \ \ / I M \ \ II \ ` ��\ \ \ \ \ \ / I I 1 \ \ �/ \ __ -_
I I IIII I 1 I I I \ \ \ \ \\`1\ \\ \ \ \ 1 \ \ \ \ I \ I / / / ` __- = _ � -___ CANNOT FUNCTION AS INTENDED. ' ' I
I III I / \ \ \ \ \\ \ \ 1 / \ I \ I \ \ \ \ \ 11 -- / / I I I 1 1 I \ \ / II \ \ ` � ---660--' -� - - _----''/ W J
\ 1 1111111 I III I I \ \ \I \ `1 \11� \ I 1\ \1\ \ \ \ \\ - \\I 1 \ \ \ \ `\ � \,\ ` / / I 1 I \ // / 15" / Ir_-\ 4 \ _� - _
\ I 11 I I 1 I I / \ \ \ 1 \ ,\\\\ 11 \ \ % \\\ \ \ \ \ \ \'�, \\ \\ \ \ \ -�__ _ 1 I I I I I \ I \ \\ __// / / 1 15"RCP ce-3c\ \\ - ,\ � - O
\ I II III 11 I11 / \ \ \ \ 1 1 \ 11 \ \ \ � \ \ \ I I 1 I \ X. -_ / W - -_----- ------- L(D L
\ 1 I IIII III 1
III ,I I I , \ \ 1 11 \ 1 \\ 1 \ 1 \ \ \%'\\\\ I .s , \ `\. \ \\ /ii'/ I I � I I - y.� ''/ _ ( I I /1 \ / � _ -�\` Q
\/ [)�
I I I I I � \ \ \ \ \ \ 1\ \ \ \ \\ \ \ \\ \ \ / / 1 \ l _ICB-4 L \ `\ `\ \ / / / -
III - ` \ `\ \\ 1 \ , \ \I \\ \ Y \ \ ` - - I I I -=�--- r CONSTRUCTION SEQUENCE:
I I I I I I r \ 1 1 \ \\ \ \ / / I / , / \ \ / --- \
I II II I \ \ \ \1 \ \ 1 \\ \ \I \ \ \ ` \ \. `\ ` \ g \ \ ` ` / / , / I I \ I 1 ` \ ` ` � i =
I III I I \ \ \ \ \, \ \1 \I\\ \ \ \ \ \ \ \ ` N \ \ --- / �I I ' / I I /, \ / / \ \ \ / / �\ \ `
1\ IIII 1111 III 1 i 1 I \ \ \ \ \\ \ \ 11 \ \1 \, \\ \\\,\ \ \ \ \ \ 11, \ \ - '/ // I I 1 1 1 I I I I\ .//l \ . I ` \ \ / / / \ \ \\ 1. OBTAIN GRAD/NG/EROS/ON CONTROL PLAN APPROVAL FROM THE CITY OF
1 j I1 II 11 11 j 1 j 11 I 1 1 I I / \\ \ \\� \ \\ \`\ 11 1,\11 \1\`I\\\\\\11\\ \\` \\ \\\\ ` \ \ ` / / / I / ' I _ / I \ \_ ---� ///� I ` / / 1`1650- 1 \ \\ -- CHARLOTTE ENG/NEER/NG DEPARTMENT. V
\ \ \ \ �\ 115 . / I I I 1 I I / c__-- c' / \ \ \ \ / J
II I I I \ \ \ \\ \ , \ `\ \\ \\ \ \ I \ `� �� � / / / / /I 1 1 \ - - /I I V ^ / \ � \ \1 \ \\ / // \
1 I I II I I ,\% \ \\ \ 1 11 1\ 1\ \ \ \ RE AV \ - _ \
\ I I I I I I III III 1 1 I I I \ \ \ \,\\\ 1 \ \ \`\\\\\\'l\ \\ - \ - IO 3, 3 - /;c /'11' I I/1,S/ r 1 1 I / I I--I-- ___ ' / \ ,\ ' ` ' _- \ \ __ - 2. SET UP A ON-SITE PRE-CONSTRUCT/ON CONFERENCE WITH EROSION CONTROL J v
1 I I I I I I I I I I / /-,,- \ \ \ \ \ \\\ \ 1 \\ �, I � \ \ \ --_ /J / /I/I l C( 1 1 41 \ \\_ � \ -� -- 117 --' // ✓ r- ` \ \ -------- INSPECTOR OF THE CITY ENG/NEER/NG DEPARTMENT TO DISCUSS EROS/ON CONTROL
\ 1 11 \ \ \\ \ \ \ / QO
1 I III I III I I I I / \ \ \ \\ \`\ \\\,\ \\ b \'\ \ /_ / I ( \OI \ \ _ o g` i------- /' / /// - -/ - \ \ \ /
\ I I IIII III 1 I I I I / / \ \ \ \ \\ \ \ \\\ \\ 11 \ \ \\\\ \ \� \ \ \ � \ �-, \, � �/�� / I/ 1 \ -_o o/ --�_-- - / � \ /^\ \ \ \ MEASURES. FA/LURE TO SCHEDULE SUCH CONFERENCE 48 HOURS PR/OR TO ANY 5;
\ I 1 I I / \ \`\ ` ` 1 \ \ \ \\ \ \ A \ X
� \� \ --/ - � 1;/I \ \ ` \_ � � - - -/ � / / �. 1 \ �` ) / /- \ - - \\ \\ \ \\ /' � LAND DISTURBING ACTIVITY /S A VIOLATION OF CHAPTER 17 OF THE CITY CODE w
I II 11 I I III I I I / / \ \ \ \ \ \\ \ \ \\\ \ v , I\\\\ \ \ \\ \ \ -/- / - // \ \ - ------------- / i \ \ - \ \ /
\ IIII 1 \\ \ \ /�11 / // \ I ` i l - // h / / / _ AND /S SUBJECT TO FINE.
1 / 1111 I 11 I / \ \ \ \ \\ \ \ \\1 \ 1 \\ \ \ \ - 1 / / / / / I \ \ \ /
III I I I \ , \ \ \ \ \\` \ \ \ - _ - - - - / / _-/ 0
11 I III I II I I / \ \ \ \ \ \\ A \\ \ 1 ` \\ 1 \ O \ \ \ --� � / / / �\ I �� / /� /// ` ���_- �`_ � "I \
I I I I I I \ \ \ \ \ \\`\ \ \ Y F S \ --- - / ' / \ / __- \ -__-_ \ \ / J. INSTALL SILT FENCE, INLET PROTECT/ON, SEDIMENT TRAPS, DIVERSION DITCHES, v
\ , III I I II I I \ \ \ \\\ \ 11\\ \ 1 \\ \ - / / \ / / / / �
\ , I I I I I I I I I I I I /� \ \ \ \ \\ \ \\\\, \\ 1\ 1\\ \ I \ I \ I \� ` \ \ I / / -� I_ _ __ -- ---- - J I / __ - -- ___- 11 \,,\ / TREE PROTECT/ON, AND OTHER MEASURES AS SHOWN ON PLANS, CLEAR/NG ONLY z
I I IIII II I I I \ \ \ , \ \\\\\\\ \\1 \ \ ` ` ` \// _ _ / /� / / -- _ - 1 _ _ \ \ / ' ' I
\ \� I I I I I \ \ \I\ \ \\\1 \ \ \ \ \ \ �_ I \ 1 - � - // I I / -_� \ \ \ AS NECESSARY TO INSTALL THESE DEV/CES. LLI O
I I I I I I I I I \ \ \ \ \ `\ \\, \\ 11 \ \ \\\ \ \ / \ \ ` TEMP. TREE PROTECTION 14 .63 \/ - // I \ _ // - -__ = - \\ \\\
\\ i 1111 1 I 11 I I I ' \ \ \ \ \ 1 \\` \ I \ \ \ _ 1 \ ---- 15" RC 1 \ / I \ w O
I I IIII I I I I \ \ \ \\\ \ \\\\ \\ \\\\ \ I TYP. / 1 -�
III I I I \ \ \ \ \\ \ ( ) 1 / 1 \ \ _ - / i _ - / 1 -_ \ I I / I i 4. CALL FOR ON-SITE INSPECT/ON BY INSPECTOR. WHEN APPROVED, INSPECTOR
\ I I III 11 1 I I I \ \ \ \ ,\\\\\ 1`11 \\, \ \ ` 1 ` \\ I � � \ - / - ° / \ \ I ` "--_ ------ - B-i L - - /' I 1 �/ / i > � / ') / ') � � w
\ \ 1 1 I III I I I -1_ \ \ \ \ \ \ \ \\ 1\ \ \ \ \ ` t Es L ( I / J / / / / / -- ISSUES THE GRA DING PERMIT AND CLEAR/NG AND GRUBBING MA Y BEG/N.
\ 1 I I IIII I 1 1 I I I I I / \ \ \ \ \\\ \\ \ \\ \\, \\1\ \ \ \ I \ I \► 11 _ -/ \ _\ SKIMMER SEDIMENT BASIN#10 // \ 1 \- l_ ` - ( _- ' / ' -- - �/ /,11 11 / f�\ r n
\ \ 1 I I I I II I III I I ` \ \ \ \, \ \`\ \ \ \ \ `t �� \ CLDSM 30.02A / / \ 1- l _ 15"RCP _ / I /' - ' /�/i'/ / -_- --- 5. THE CONTRACTOR SHALL D/L/GENTLY AND CONTINUOUSLY MAINTAIN ALL V �/
\ \ I 1 I I 111 III I I I I / \\ \\ \ \ \ \\\ A\\\,\\\\ 1 \\\ \ \ \ \� \ I \�' * \ I _ \ \ / \ % - r I / - ' / - / / / //'
_ I I I I II I I I I I I / - \ \ \ \ \\\ \ \ - _ _-� I =_ \ DISTURBED AREA:4.29 AC _ -___ - _ ce_2(L) _ -I' ,_ \ I` - / �' / / / -- - /' EROS/ON CONTROL DEV/CES AND STRUCTURES. r , Q
\ I I 1 I I \ \ \ - - / - v
/ I 1 111 I I II I I I / \ V\\\,\\\\\'\
\ \ \` \ \ \\ \\\\ \ \I ` \ \I„ __ ` s DRAINAGEAREA:4.29AC _\ / _ - = - -.� / /- / / / - -- - O
\ \ / I I I I I I I / / \ \ \ \ \ \ \ \ \ \ \ - / -'i /' / / / /
\ I III I I III / \\ \ \ \ \ \\1 1`\\\ \ \\\ ` I \ \ - _ --- ly _ \ BOTTOM EL..-615.00 I 1-___` - - , - - � - --- _ f / / I / / , / /- -- -' 6. FOR PHASED EROSION CONTROL PLANS, CONTRACTOR SHALL MEET WITH
\ \ / I IIII 1 I III IIII / / \ \ \ \ \ \ \\ \ \\\ \ \\\\ \ \ \\\\ - \ - - ' ' / EROS/ON CONTROL INSPECTOR PR/OR TO COMMENCING WITH EACH PHASE OF
_ / / /
\ I I I I I I / \ \ \ \ \ \\ \ \ - _ ` TOP EL.:620.00 - m 1' / / / / / / // / / --
I I I / \ \\ \ \ \ \ \ \ \\ \I\ \ \ 1 \ \ - TEMP. TREE PROTECTION l // / / / / � \ L.L
\ \� I / I I I I I III I I I I \ \ \ \ \`\ I` \ \\ \\\\\\ \\\\� _ _ 4 - - SPILL 618.00 -- - - - _ 1 / / / / / / / / EROSION CONTROL MEASURES. /
I I I - - J--- f / / /
\ / I III II IIII I I II I / \ \ \\ \ \ \A\\\\\ \\\\ \\ \ \x \ --��__-_- - \ DEPTK2FT - - - (TYP.) _ \ / / I I I I / / / / / / / / ' ' I
III,,, I I 3:
1 1 1 / \ \ \ \ \ \ \ EC �N�- - - - /z5' /1 1 I 1 I 1 / f / I r / / / // ' W
\ I I I I 1 III I I I I I / \ \ \ \ \ I\ \\\ \\ \\\ \ \\ \,\\ \\\\\ r-- __ I-_- ,,, ,I __ _ _ ___ _ \� SKIMMER INV IN:616.00 \ -- -- /� -, \ / // / I I I, I I I I I I f/ // . / / 7. STABILIZE S/TE A S AREAS ARE BROUGHT TO FIN/SHED GRADE. /r
` / I 1 I I I III I I I I III / / \ \ \\ \ \\\ \ \ \\ \ \I I \ ___-- - �c - \ SKIMMER IIyV O T,615.00 - / 1 / / / l I I I // / <
\ IIII I I 1I / / \ \ \ \\\\ . \ \ \ \ \� \ - \ / - i A _�- / z // � I \ \ I I I I I r / / /
\ \ l I I I I I I I I I / \ \ \ \ \ \\ \ \ � \\\ \ \\ \ \ \ \ \ \ \ \ -- /' - T E M / / / / \ \ \ \ \ \ \ \ \ / / 8. COORDINATE W/TH EROS/ON CONTROL INSPECTOR PR/OR TO REMOVAL OF Q
\ v 1 I I III IIIIIII I / / -----, \ \\ \\ \ \\ \ \ \\ \ \\ \ \ I \ 1 \ o - / i /- / T. S / / / �� /_'� \ \ \ \ I I
\ IIII I I I I I / / \ \\ \ \\\\ \\\\\\ \\\\ \\\ \ \\ \ \ \ I ♦ �\ \\ \ \ - / / / / EXIS J__%-f_�_-Z // // EX. BUFFER \ ` \ \\ \ \\ \\ \\ I i I /) // // / EROS/ON CONTROL MEASURE.
a_
\ III I III I I I III I/ / / �� \ \\ \\, \ \\ \\ \\\ \ \\ \ \ ) 110,
\ / III III I I I I / \ \\ \ \ \ \ \\ \ \U \, \ \ I - �` \ \ � / �`---� / f- L/ , \ \ \ \ \ \ \\ I / /
\ \/ I I I I I I I I / \ \\ \" OV"I,\\\ \ \\\ \\\\\ \\ \`� \ \ -- \ \\ COIR MESH (TYP.) � / - n��_ �__- '-J-2\ \ \ \ \ \ \ I I / �/ / / / 9. ALL EROS/ON CONTROL MEASURES SHALL BE CONSTRUCTED /N ACCORDANCE
I1 II I I 11 ( \ \ \\\ \ \ \\ \\ \ \ \ \ / � _ _ / / 1 \ \ \ \ \ / /
1\ I I I I 11 I I I 1 I I I I II I I � � � 1 \ \\ \� \ \o \\\\ \`\\\\\\\ \\\\,\W\`\ \ \ \ I ' �\ h -_ / / / !j''jC)�� ___j - /� / l / i // /-I \ \ \ \ \ \ \ I I / / / / � WITH THE N. C. EROS/ON AND SEDIMENT CONTROL PLANNING AND DES/GN MANUAL,
\ II 1 I I I I \ \ \ \ \\\ \ \ \ \ \ \ \ \\ - , -�- / _ / / v / / 1 1 ` \ \ \ \ \ \ I I r( / / I U. S DEPT. OF AGRICULTURE, CITY OF CHARLOTTE EROSION CONTROL ORDINANCE,
` J Iltil I I 11 I \ \ \ \\ \\\\ \ \ \ _\ , - , ' / /sem / / , \ \ \ / ,
-\ \ l I I I I III I I \ \\\ \\\ \ \ \\ \ \\ `\ \` \ \ \ _ �\ \\ � 10 / - �s -- - / / / J I� \ \ I I/I I AND THE CHARLOTTE LAND DEVELOPMENT STANDARDS MANUAL. REVISIONS
I 1 I 1 \ \ \ \\ \ \ \ \ \ \\ - / i
\ \ \ / , , II II II \ \ \ \ \\\ \ \ \ \\ \\ \� \ \ \ \ �\ - / 1 / / , , i/ , / / -- -I I 1 \1 \ , \ 1 I III I I I '
\ \ , I I I I I II 1 I \ \\\ \ \\ \ \ \ �\ � \� \ 1 \ •� - ' I--- / / \ \ \ 1 I 1 I I I
\ \ \ / 111 IIII IIII 111 I �\ \ \\ \\\\\ \\\\ \ . A \ \\\\W � \ \ I \ \ � \\\s\ - --- / / / _ - - _ J 1 1 I I
\ \\ \ \ IIIIIII IIII III I -----� \ \ \\\\\\\\ \\\ \ \ \\ \\ \ \ \\\ \\ \ "I / - / /' _/ �/ / / // /i' - I \ 1 I I I
\ \ \ \ � \\. -�' /-' \�/ / / // , - �' ' / / /' / -_ _ I 1 1 I \/I I I I I 1 I \ REV. 1 04/19/16
\\ \ \ I Il III III IIII 111 I I / \ \ \\ \\ \ � \\\\\ \ \ \\\\\\ \`\\ \� \ \ \ - - / / I - / �- __� / / / - --_-___�` _� I 1 I II I I \ \1 MAINTENANCE PLAN' REVISED PER CITY OF CHARLOTTE
I I I \ \ \ \ \ \ /' \ �\\ \ _ �- / / - / - _ / _
\ \ \ / II IIII I II III 1 I ' \ \\ \\\\ \\\ \ \ \ \\\\ \ \ \\ \\� \ �`_- / \ - i -/<'e� i-I / ' � - � � � �%' -''� I I I 1 \ \ \ \
\/ I I I I I \ \ \\\\ \ \ ` \ - i /- / %- - � / /- -- - �- I X I I I I \ \ \ COMMENTS
\ \ II I I III II II I \ \ \ \ \\ \ \\\ \ \\ \ \ \`\\ \\\` / ♦ \, _ / y / i- - - _-- % ' '' \ I I \ 1 \ \ \ \
1 1 I 1 I I I 1 \ \\ \ \\\ \ \\\\ \ ' y\ / \ \ . I - / - -- / - __ ___ __ / ---" - - �- I I \ \ 1. ALL EROSION AND SEDIMENT CONTROL MEASURES WILL BE CHECKED FOR
\ \ / I I I I I 111 I \ \ \ \ \\\ \ \ \ \ \ \ ` / \ 44 \\ = / i- - _-_- _- -- - --- ___ �/1 I 1 I ♦ \ \
IN ` I I I I I 1 I I 1 \ \ \ \\ \ \\\ \\\ \\\ \ \ `�\ � / _ _ \ - - / - / �-- -- -- j/- --� -'-- -/-- - _ � , \- -- I 1 \ \ I \ \ \ STABILITY AND OPERATION EACH WEEK AND FOLLOW/NG EACH RAINFALL.
\ \/ 111 II I 111 1 \ \ \\ \\ \ \ \\\\ \\\ \� \ \ - \ss / 5TR/ I - - / - / �_ _� \ \
I I I I II \ \V\\\\\ / i- - - _- - \ \ \
\ I I I I III I I , \ \ \\ \ \\\ \ \ \ \\ \ / \ ' ti\ \ / / i-- -- -- / - - - - - _ %_' - 7, \ \ \\ \ \ \ \ \ \ \, 2. SEDIMENT IS TO BE REMOVED FROM THE ROCK DAMS AND BAS/NS WHEN
II I I III 1 - \ \ \\ \ \ \ \\\\ \ ` \ �� / t- \\s ?� / // / - - / - - - / //'�'/- / - - /_- -� \ �\\ \ \ \ \ \
\\ \ \ \ - / . - \1 - - - - - - \\ \ ,, J \ \ \ \ \ \ STORAGE CAPACITY REACHES 509 GRAVEL IS TO BE CLEANED AND/OR
\ / II I I II II I II II __-_ �� \ \ \\ \ \ \ \\\� \ \ - s \ _ < / - - 1000 - - - /- /
\ \/ I I I I I I I , \ \\ \ \ \ \\\\ \ \\\\\\ \ \ / // - / ��� ! IIII /`!� /' --- IIII/- /� /,- / -----� ,��11 `�� \ \ \ \ \ \ o.
\ /1 I I 1 IIII III I / - \ \ \\ \\\\\ \\ \ \ \ \\\\ \ \ \\ v \ // � _ -- 7' 1 I I _ ♦ _ -__ / / / / - I " - //-- -- -' -- /// /// / /- ---- �/ - __--_=4,� ` \ -\ \ \ \\ 11,\ REPLACED WHEN THE SEDIMENT POOL NO LONGER DRAINS PROPERLY.
II I It II \\ \ \\ \\\\ \\\\\\\\ \ -i _ j / / / / / - - // // / -- - - /001 11- / - - _� , ��\ �\ - - ` \ ` \
\ � I I III III 11 I ( / \ \\ \ \'\'\\\\\ x\ \ \ \ _ _ -- - 1 I - - _ � / I _ I / -- - - / / / // - / / / - � ` "\ \ \ \ J. SEDIMENT /S TO BE REMOVED FROM SILT FENCE WHEN /T BECOMES
` 111 I \\ \\ \ \� \ I i I l / / / / / / / / / / / / \�
/ \ V I / I I I Ill
111 I I / \ \ \ \\ \\ \\ \ \\ \\ \ \ ` r"'~ --i / - _ ♦ ? I / / / / / / / / / / / / / / /- _ ��� �\ \ I ` \.
/ \ l I I 1 I 11 1 / \ \ \\ \\\\ \ \\ \ \ � - `_ � \ _ -- `_ � J I I r 1 I / // / / / / / / / // / / , / , / / / /__II ��\\\ �\ _ \ APPROX/MATELY 0.5' DEEP A T THE FENCE. THE SIL T FENCE WILL BE REPAIRED
\ I/ / IIII /I I II 1 / `\ \\ \\ \\\\\ \\\ ��\� - _ _ - - / - - r __ _ ____ I / / / / // / / / / / /- 11 - -` \ \ ! \ AS NECESSARY TO MAINTAIN ABARR/ER.
I \ \ \ \ \ \ - / / / / / / /
\ l I�l III/1 / \ \\\\ ` \\ \ \\ \ = - _ / -' \ I / / / / / / - � �" \ \
/ l I I I I l ___- ^\ \ \\ \\ \ \\ \\\ ` ` 1 \ \ \ l \ \ / / / / / r / / / / r / / -_; , ,\- -, `\ \ 4. ALL DISTURBED AREAS ARE TD BE FERTILIZED, SEEDED AND MULCHED AS
l l I�I I l Il j I - \ \ `\,\\\%\\ \ \ \\ - = -- ' \ I 1 I / I / \ NEEDED /N ACCORDANCE WITH THE SPECIFICATIONS.
/-. / 1 , l I l - \ \ \\\\ \ \\ \ \ I _ _ -- - �- ' I I I - / _- �-- �` \ \ \ \ \ I I / / I I / \ , / �- -_- \�� �����\��, \ \ \
/ - l 1 /r I /I l - \ \ \ \ \ \\ \ \\ \ _ - - / _ \ \ \ \ ', \ I I 1 1 I / ( / I ( / %%,4. �� I. � -
/� I/ / I l - \ \\ \\\\ \ \\\v
\,\ __ ,- _ I I / - � \ \ \ � \ I 1 I I / I I 1 1 / r / � ,' �\ 5. TEMPORARY GROUND COVER MUST BE PROVIDED FOR WITHIN 5 DAYS OF ANY
/ l I I , I l \ \ \ \ \ \ / /1 / / / \ \ \ \ ` I 1 1 I 1 I I \ 1 I _ \ �� \\\\\ \ �
i , l / l// I l,I l / \ \ \ \\ \ \ \\ \`� - - -_ - - \ \ \ \ \ 1 1 I 1 1 I / --_ `� �"�� ���_ \ \ \ \ \ \ 1 \ / PHASE OF GRAD/NG.
/� /// I/ / / \ \ \\\\ \ \\ \ \ \ / o - \ \ \ \ \ 1 1 I I I I 1 �\ ��� \ �1
/ / � I / / / \ \ \\ \\ \\ \ \\ � � --- _ / / I _ -__� - 1 \ \ \ \ \ \ \ \ \ ` \ \ 1 \ \ I I I I 1 1 I I, / \�`
/ / / // \ \ \\\ \ \\ \\ --- _-- \ \l \I 1?���_ //,/��/ --- �����\�� \\ I \ 1 \ ` ` ` ` \ \\ \\ \ \ \ 1 \ \ 1 1 1 1 I I I 1 1 I I / _ ���� ����
/ / /// / / / / / -----\ \ \ \ \\\�`.\\\ \\\ � Z _ - ____ ___ I I \ • \ \ \ \ \ \ \ 1 1 1 l \ \ I 1 �� 6. ALL LOG BOOK ENTRIES WILL BE ELECTRONICALLY SENT TO THE AREA
// / l/llrl lr �i l
INSPECTOR. PROJECT NO.:2015.32
7. TURBIDITY MEASUREMENTS ARE REQUIRED TO MEASURE CLARITY OF BASIN SCALE: V=60'
EFFLUENT AND ANY POTENT/AL IMPACT TO RECE/V/NG WATERS AT THE TIME OF
-TREE PROTECT/ON FENCE/BARRICADES MUST MEET OR EXCEED TREE 1• ALL "STD."NUMBERS REFER TO THE CHARLOTTE LAND DEVELOPMENT 7. ALL OTHER DISTURBED AREAS SHALL BE PROVIDED TEMPORARY OR RAINFALL-TRIGGERED INSPECT/ONS. READ/NGS MUST BE COLLECTED AT THE BASIN DRAWN BY:CLR
ORDINANCE STANDARDS. STANDARDS MANUAL. PERMANENT STABILIZATION WITH GROUND COVER AS SOON AS OUTFALL (TO MEASURE CLARITY OF BASIN EFFLUENT), UPSTREAM OF THE
PRACTICABLE BUT IN ANY EVENT WITHIN 14 CALENDAR DAYS FROM DISCHARGE POINT (TO MEASURE BASELINE CONDITIONS) AND DOWNSTREAM OF
•TREE PROTECT/ON FENCE/BARRICADES MUST BE INSTALLED BEFORE 2• ON-SITE BUR/AL PITS REQUIRE AN ON-SITE DEMOLITION LANDFILL PERMIT THE LAST LAND-DISTURBING ACTIVITY. THE DISCHARGE PO/NT (TO MEASURE STREAM IMPACTS OF BASIN EFFLUENT). THE CHECKED BY: MSL
FROM THE ZONING ADMINISTRATOR. RESULTS MUST BE LOGGED /N THE INSPECTION REPORTS.
ANY DEMOLITION/CLEAR/NG/GRAD/NG/CONSTRUCTION, AND NOT 6. ADDITIONAL MEASURES TO CONTROL EROSION AND SEDIMENT MAY BE
REMOVED UNTIL AFTER AN INSPECT/ON BY URBAN FORESTRY STAFF. J. ANY GRADING BEYOND THE DENUDED LIMITS SHOWN ON THE PLAN /S A REQUIRED BY A REPRESENTATIVE OF THE CITY ENGINEERING DEPARTMENT
VIOLA 170N OF THE C/TY/COUNTY EROSION CONTROL ORDINANCE AND IS
CD 1). CONTRACTOR IS FULLY RESPONSIBLE FOR CONTACTING -NO SOIL DISTURBANCE OR COMPACTION, CONSTRUCTION MATER/ALS, SUBJECT TO A FINE. 7. SLOPES SHALL BE GRADED NO STEEPER THAN 2.•1. FILL SLOPES
3 • APPROPRIATE PARTIES AND ASSURING THAT EXISTING TRAFFIACTIVITY BURIAL
PITS,
TREE SAVE ARENG OR AS.
LAND DISTURBING 4. GRADING MORE THAN ONE ACRE WITHOUT AN APPROVED EROSION CONTROL GREATER THAN 10'REQUIRE ADEQUATE TERRACING [CLDSM#30.16]. GRAPHIC SCALE
-0 UTILITIES ARE LOCATED PRIOR TO BEGINNING CONSTRUCTION.
N • 2). CONTRACTOR IS RESPONSIBLE FOR PLACING BARRICADES PLAN /S A VIOLATION OF THE CITY/COUNTY EROSION CONTROL ORDINANCE 8. A GRADING PLAN MUST BE SUBMITTED FOR ANY LOT GRADING 60 0 30 60 120 240 SHEET NO:
USING FLAGMEN, ETC., AS NECESSARY TO INSURE SAFETY • V/OLA TIONS OF THE TREE PROTECTION REQUIREMENTS ARE SUBJECT AND /S SUBJECT TO A FINE. EXCEEDING ONE ACRE THAT WAS NOT PREVIOUSLY APPROVED.
U e TO THE PUBLIC. TO FINES, AND/OR IMMEDIATE CORRECTIVE ACT/ON/MIT/GAPON.
W 3). ALL PAVEMENT CUTS, CONCRETE OR ASPHALT, ARE TO 5. ALL PER/METER DIKES, SWALES, DITCHES, PER/METER SLOPES AND ALL SLOPES 9. DRIVEWAY PERMIT FOR CONSTRUCTION ENTRANCES IN NCDOT RIGHT OF
BE REPLACED ACCORDING TO STANDARDS OF THE NORTH -ALL TREES ON PUBLIC PROPERTY ARE PROTECTED BY ORDINANCE STEEPER THAN 3 HORIZONTAL TO 1 VERTICAL (3:1) SHALL BE PROVIDED WAY MUST BE PRESENTED AT PRE-CONSTRUCTION MEETING.
N CAROLINA DEPARTMENT of TRANSPORTATION. AND REMOVAL MUST BE APPROVED BY THE CITY ARBORIST (704) TEMPORARY OR PERMANENT STABILIZATION WITH GROUND COVER AS SOON AS ( IN FEET )
N-) 4). SHORING WILL BE ACCORDING TO OSHA TRENCHING 336-4262. PRAC77CABLE BUT /N ANY EVENT WITHIN 7 CALENDAR DAYS FROM THE LAST 1 inch = 60 ft.
C205
� Know what s below. STANDARDS PART 1926 SUBPART P, OR AS AMMENDED. LAND-DISTURBING ACTIVITY.
Call before you dig.

SEEDING SCHEDULE &NOTES, WEI
FOR LATE WINTER AND SOIL AMENDMENTS: UPDATED 10/19/11 ,A%
EARLY SPRING: FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY Z 000 LB/ACRE GROUND AGRICULTURAL LIMESTONE
AND 750 LB/ACRE 10-10-10 FERTILIZER LA THAM WAL TERS
STEEL POST
s' MAX. SEEDING MIXTURE: MULCH: SEEDBED PREPARATION NOTES ENGlNE'ERjTNG, ,TNC
STEEL POST RYE (GRAIN) - 120 LB/ACRE APPLY 4,000 LB/ACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING, OR A MULCH
ANNUAL LESPEDEZA (KOBE) - 50 LB/ACRE ANCHORING TOOL. A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS A MULCH ANCHORING 1. SURFACE WATER CONTROL MEASURES TO BE INSTALLED ACCORDING TO N.C. CORP. LIC. C-1 81 5
(OMIT ANNUAL LESPEDEZA WHEN DURATION TOOL PLAN. COMPLETE GRADING BEFORE PREPARING SEEDBED. 16507-A NORTHCROSS DRIVE
z FILTER FABRIC OF TEMPORARY COVER IS NOT TO EXTEND 2. AREAS TO BE SEEDED SHALL BE RIPPED AND SPREAD WITH AVAILABLE
BEYOND JUNE MAINTENANCE: TOPSOIL 3" DEEP ON SLOPES 2:1 OR FLATTER. TOTAL SEEDBED HUNTERSVILLE N.C. 28078
WOVEN FILTER FABRIC -�- )
�m e� REFERTILIZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED, FERTILIZE AND MULCH IMMEDIATELY FOLLOWING PREPARED DEPTH SHALL BE 4" TO 6" DEEP. IF SOILS ARE PHONE: [phone]
N` FLOW ems° SEEDING DATES: EROSION OR OTHER DAMAGE COMPACTED DURING GRADING LOOSEN TO A DEPTH OF 6" TO 8
^`y JAN. 1 - MAY 1 3. LOOSE ROCKS, ROOTS AND OTHER OBSTRUCTIONS SHALL BE REMOVED FAX: [phone]
z_ FROM THE SURFACE TO PREVENT INTERFERENCE WITH ESTABLISHMENT
o - AND MAINTENANCE OF VEGETATION.
I I I I I I �, _ _ - SOIL AMENDMENTS:
N FOR SUMMER: 4. APPLY LIME ACCORDING TO SOIL TEST RECOMMENDATIONS. SOILS
[---i
IN. FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,000 LB/ACRE GROUND AGRICULTURAL LIMESTONE WITH pH HIGHER THAN 6 NEED NOT BE LIMED. IF pH IS NOT
SEEDING MIXTURE: AND 750 LB/ACRE 10-10-10 FERTILIZER KNOWN, APPLY LIME ACCORDING TO SEEDING SPECIFICATIONS BELOW. \��`� ( ARQ /err
GERMAN MILLET - 40 LB/ACRE MULCH: APPLY LIMESTONE AND INCORPORATE INTO TOP 4" TO 6" OF SOIL. �°(A SMALL-STEMMED SUDANGRASS MAY BE APPLY 4,000 LB/ACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALTNETTING, OR A MULCH 5. APPLY FERTILIZER ACCORDING TO SOIL TEST RECOMMENDATIONS. IF
SUBSTITUTED AT A RATE OF 50 LB/ACRE) ANCHORING TOOL. A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS A MULCH ANCHORING NO SOIL TEST HAS BEEN PERFORMED, APPLY FERTILIZER ACCORDING JCJGENERAL NOTES: TOOL TO SEEDING SPECIFICATIONS BELOW. Aio._V��
SEAL 8
SEEDING DATES: 6. ROUGHEN SEEDBED SURFACE PRIOR TO APPLICATION. GROOVE OR = 0 1 7646 16 o
1. WOVEN FILTER FABRIC BE USED WHERE SILT FENCE IS TO REMAIN FOR A PERIOD OF FURROW SLOPES STEEPER THAN 3:1. °
MORE THAN 30 DAYS. MAY 1 - AUG. 15 MAINTENANCE: 7. SEE TABLE BELOW FOR STABILIZATION TIMEFRAMES FOR VARIOUS 0. 1/28/ 00 Q-
2. STEEL POSTS SHALL BE 5'-0"IN HEIGHT AND BE OF THE SELF-FASTENER ANGLE STEEL REFERTILIZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED, FERTILIZE AND MULCH IMMEDIATELY FOLLOWING DISTURBED CONDITIONS. °° F�CINE��° ��
TYPE. MAINTENANCE NOTES: 'r, yF °...° \�`�
EROSION OR OTHER DAMAGE
11,1 <L S. \,`
J. TURN SILT FENCE UP SLOPE AT ENDS. 1. FILTER BARRIERS SHALL BE INSPECTED BY THE FINANCIALLY RESPONSIBLE PARTY SOIL AMENDMENTS: PERMANENT SEEDING SPECIFICATIONS - PS // I11����\
4. ORANGE SAFETY FENCE IS REQUIRED AT BACK OF SILT FENCE WHEN GRADING IS OR HIS AGENT IMMEDIATELY AFTER EACH RAINFALL AND AT LEAST DAILY DURING FOR FALL: FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,000 LB/ACRE GROUND AGRICULTURAL LIMESTONE
PROLONGED RAINFALL. ANY REPAIRS NEEDED SHALL BE MADE IMMEDIATELY.
ADJACENT TO SWIM BUFFERS, STREAMS OR WETLANDS (REFER TO SWIM BUFFER AND 1,000 LB/ACRE 10-10-10 FERTILIZER LOW MAINTENANCE AREAS
GUIDELINES). THE COLOR ORANGE IS RESERVED FOR VISUAL IDENTIFICATION OF 2. SHOULD THE FABRIC DECOMPOSE OR BECOME INEFFECTIVE PRIOR TO THE END SEEDING MIXTURE: TEMPORARY SEEDING SPECIFICATIONS - TS
ENVIRONMENTALLY SENSITIVE AREAS. OF THE EXPECTED USABLE LIFE AND THE BARRIER STILL /S NECESSARY, THE RYE (GRAIN) - 120 LB/ACRE MULCH: STEEP SLOPES OR STONY, SHALLOW OR DRY SOILS JULY 28,2016
FABRIC SHALL BE REPLACED PROMPTLY. APPLY 4,000 LB/ACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING, OR A MULCH
5. DRAINAGE AREA CAN NOT BE GREATER THAN 1/4 ACRE PER 100 FT OF FENCE. SEEDING DATES: ANCHORING TOOL. A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS A MULCH ANCHORING DATE
3. SEDIMENT DEPOSITS' SHOULD BE REMOVED WHEN DEPOSITS REACH APPROX. DATES TYPE RATE AMENDMENTS
6. SLOPE LENGTHS CAN NOT EXCEED CRITERIA SHOWN IN TABLE 6.62A NORTH CAROLINA HALF THE HEIGHT OF THE BARRIER. ANY SEDIMENT DEPOSITS' REMAINING IN AUG. 15 - DEC 30 TOOL DATES TYPE RATE
EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL. PLACE THE EXISTING THEGRASILT
LPRENCE I AREMOVED ND EDEDHALL BE DRESSED TO CONFORM TO MAINTENANCE: AUG. 25 - SEPT. 15 TALL FESCUE 100 LB ACRE JAN. 1 - MAY 1 RYE (GRAIN) 120 LB/ACRE 2000 LB/ACRE GROUND
7. DO NOT INSTALL SEDIMENT FENCE ACROSS STREAMS, DITCHES, WATERWAYS OR OTHER REPAIR AND REFERTILIZE DAMAGED AREAS IMMEDIATELY. TOPDRESS WITH 50 LB/ACRE OF NITROGEN IN FEB. 15 - MAR. 21 SERICEA LESPEDEZA 30 LB/ACRE FEB. 15 - MAR. 21 ANNUAL LESPEDEZA 50 LB/ACRE AGRICULTURAL LIME-
AREAS OF CONCENTRATED FLOW. OR LOBE STONE AND 750 LB/
MARCH. IF IT IS NECESSARY TO EXTEND TEMPORARY COVER BEYOND JUNE 15, OVERSEED WITH 50 KOBE LESPEDEZA 10 LB/ACRE ACRE OF 10-10-10
LB/ACRE KOBE LESPEDEZA IN LATE FEBRUARY OR EARLY MARCH. GENTLE SLOPES, AVERAGE SOILS FERTILIZER
FOR ADDITIONAL INFORMATION, REFER TO NCDENR EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL (ESCPDM), SECTION 6.10. DATES TYPE RATE AMENDMENTS
FOR PERMANENT SEEDING SPECIFICATIONS, INCLUDING SEED BED PREP, SEASONAL LIMITATIONS FOR SEEDING OPERATIONS, THE KINDS OF GRADES OF DATES TYPE RATE
FERTILIZERS, THE KINDS OF SEED, AND THE RATES OF APPLICATION OF LIMESTONE, FERTILIZER, AND SEED, REFER TO NCDENR ESCPDM SECT/ON 6.11 AND MAY 1 - AUG. 15 GERMAN MILLET 40 LB/ACRE 2000 LB/ACRE GROUND
NOT TO SCALE THE CHARLOTTE LANDSCAPE CONSTRUCTION STANDARDS SECTION 04200 SEEDING AND SODDING OF TURFGRASS. AUG. 25 - SEPT. 15 TALL FESCUE 80 LB/ACRE AGRICULTURAL LIME-
FEB. 15 - MAR. 21 SERICEA LESPEDEZA 20 LB/ACRE ACRE OF STONE AND 750 LB/
• CITY OF CHARLOTTE • CITY OF CHARLOTTE KOBE LESPEDEZA 10 LB/ACRE FERTILIZER
I0-10-10
TEMPORARY SEEDING SCHEDULE 1-1 �.=� f�•�1 F
LAND DEVELOPMENT STANDARDS TEMPORARY SILT FENCE TD. NO. R � LAND DEVELOPMENT STANDARDS STD. N . R HIGH MAINTENANCE AREAS DATES TYPE RATE AMENDMENTS
QIARLOTTE• INCLUDES CHARLOTTE ETJ 30.06A 4 CHART TE_ INCLUDES CHARLOTTE ETJ 30.17 9
AUG. 15 - DEC. 30 RYE (GRAIN) 120 LB/ACRE 2000 LB/ACRE GROUND
GENTLE SLOPES, SOILS WITH AVERAGE OR BETTER MOISTURE, COOL SITES AGRICULTURAL LIME-
STONE AND 1000 LB/ LGI HOMES-NC, LLC
ACRE OF 10-10-10
DATES TYPE RATE FERTILIZER
3037 SHERMAN DRIVE
AUG. 25 - SEPT. 15 BLEND OF TWO TURF-TYPE 200 - 250 LB/ACRE LANCASTER, SC 29720
NOTES: TALL FESCUES (90%) AND
1. INLET MAINTENANCE SHALL BE DOCUMENTED IN PROJECT LOG BOOK. TWO OR MORE KENTUCKY MULCH SHALL BE APPLIED AT THE RATE OF 4000 LB/ACRE STRAW. PHONE: [phone]
NOTES: 2. FILTER TYPES SHALL BE APPROVED BY THE CITY INSPECTOR PRIOR BLUEGRASS VARIETIES (10%) STRAW SHALL BE ANCHORED BY TACKING WITH ASPHALT. NETTING OR MULCH [e-mail]
1. A STABILIZED ENTRANCE PAD OF #5 WASHED STONE AND RAILROAD BALLAST SHALL BE LOCATED WHERE TO INSTALLATION. ANCHORING TOOL.
TRAFFIC WILL ENTER OR LEAVE THE CONSTRUCTION SITE ONTO A PUBLIC STREET. J. FILTER BAGS MAY BE REMOVED WHEN SITE IS STABILIZED AT THE
DIRECTION OF THE ENGINEER. GENTLE SLOPES, DRIER SOILS, PHYSICAL LIMITATIONS GRADED SLOPES AND FILLS - THE ANGLE FOR GRADED SLOPES AND FILLS
2. FILTER FABRIC OR COMPACTED CRUSHER RUN STONE SHALL BE USED AS A BASE FOR THE CONSTRUCTION ENTRANCE. 4. FILTER BAGS SHALL BE REMOVED PRIOR TO STREET ACCEPTANCE SHALL BE NO GREATER THAN THE ANGLE WHICH CAN BE RETAINED BY
3. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOWING OF SEDIMENT AND OR CLOSE OUT OF GRADING PERMIT. VEGETATIVE COVER OR OTHER ADEQUATE EROSION CONTROL DEVICES OR
ONTO PUBLIC STREETS OR EXISTING PAVEMENT. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL 5. FILTER BAGS SHALL BE CLEANED OR REPLACED ON A REGULAR DATES TYPE RATE STRUCTURES. r
STONE AS CONDITIONS WARRANT AND REPAIR OR CLEANOUT OF ANY MEASURES USED TO TRAP SEDIMENT. BASIS (NOT BE MORE THAN HALF FULL AT ANY TIME). AUG. 25 - SEPT. 15 BLEND OF 50% KY-31 TALL 200 - 250 LB/ACRE N
4. ANY SEDIMENT SPILLED, DROPPED, WASHED, OR TRACKED ONTO PUBLIC STREETS MUST BE REMOVED IMMEDIATELY. 6. FILTER BAGS MAY BE INSTALLED IN EXISTING CITY OR NCDOT ROADS FESCUE AND 50% MIXTURE 00
ANY AGGREGATE TRACKED INTO THE ROADWAY MUST BE SWEPT BACK ONSITE ON A NIGHTLY BASIS HOOD AS LONG AS STORM DRAINAGE IS NOT IMPEDED. OF TWO OR MORE TURF TYPE Lu
5. WHEN APPROPRIATE, WHEELS MUST BE CLEANED TO REMOVE SEDIMENT PRIOR TO ENTERING A PUBLIC STREET. WHEN TALL FESCUES
WASHING IS REQUIRED, IT SHALL BE DONE IN AN AREA STABILIZED WITH CRUSHED STONE WHICH DRAINS INTO AN SPACING GUIDE FOR SLOPE BREAKS
APPROVED SEDIMENT BASIN SEE STD. NO. 30.11B. GRATE < z
6. CDOT MAY REQUIRE A STANDARD COMMERCIAL DRIVEWAY (STD. 10.24 & 10.25) TO GRASS-LINED CHANNELS, AVERAGE SOILS SLOPE SPACING (FT.)
ACCESS THE CONSTRUCTION SITE IF THE DRIVEWAY IS ON A THOROUGHFARE. GRATE STEEP SLOPES 2.1 20' L J
DATES TYPE RATE J. 1 35'
100' MIN.
PUBLIC STREET EXPANSION 1"REBAR FOR BA O
45
RESTRAINT REMOVAL FROM INLET /
AUG. 25 - OCT. TALL FESCUE 200 LB ACRE OR 4. 1 50'
EXISTING GROUND' 4 - 5 LB/1000 SF LONG SLOPES 15-259 I ' ' O
16-109 0-157. 8 5' W �J/
SOIL STABILIZATION FABRIC DEFLECTOR REQUIRED WHEN USED ON GRASS-LINED CHANNELS, DRY SOILS n LL
FILTER BAG �� 3-69 200' v
UNDER //5 WASHED STONE n /� EXISTING MAINTAINED STREETS. <39 300' < 7
DUMP LOOPS DEFLECTOR SHALL ET PLACED SUCH THAT DATES TYPE RATE PER NCDENR NCESCM CHAPTER 6.02, TABLE 6.020 Q L
IT WILL NOT COMPLETELY OBSTRUCT STORM ` O
100' MIN. WATER FLOW FROM ENTERING THAN
THE CURB APRIL 15 - JUNE 30 COMMON BERMUDA GRASS 40 - 80 LB ACRE OR ( J
OPENING. ENSURE NO MORE THAN 25% OF / � �./
CURB OPENING IS OBSTRUCTED. 1 - 2 LB/1000 SF -
ui
Of NAMENDMENTS SHALL BE APPLIED AT THE RATE OF 4000 LB/ACRE OF GROUND TEMPORARY SEEDING MAINTENANCE: RESEED AND MULCH ALL AREAS
I-- CATCH BASIN-v AGRICULTURAL LIMESTONE AND 1000 LB/ACRE OF 10-10-10 FERTILIZER. WHERE SEEDLING EMERGENCE IS POOR, OR WHERE EROSION OCCURS.
2E v DRY SOIL, GRASS-LINED CHANNELS SHALL USE 3000 LB/ACRE OF GROUND DO NOT MOW. PROTECT FROM TRAFFIC AS MUCH AS POSSIBLE.
AGRICULTURAL LIMESTONE AND 500 LB/ACRE OF 10-10-10 FERTILIZER. w z
PERMANENT SEEDING MAINTENANCE: GRASS MUST BE MOWN TO
°r° m N OUTLET MULCH SHALL BE APPLIED AT THE RATE OF 4000 LB/ACRE OF STRAW. REDUCE COMPETITIVENESS WITH PERMANENT OR LONG TERM
Z n STRAW SHALL BE ANCHORED BY TACKING WITH ASPHALT. NETTING OR MULCH VEGETATION. RE-SEEDING SHALL BE PROVIDED AS NEEDED TO Q O W
- ANCHORING TOOL. JUTE OR EXCELSIOR MATTING SHALL BE USED IN GRASS ENSURE ADEQUATE GROUND-COVER. Q
LINED CHANNELS TO CALCULATED HIGH WATER DEPTH. W
SECTION INSTALLATION STABILIZATION TIMEFRAMES W L.I_
NOT TO SCALE NOT TO SCALE SITE AREA DESCRIPTION STABILIZATION TIMEFRAME EXCEPTIONS W ui O
❑ PERIMETER DIKES, SWALES, DITCHES AND SLOPES 7 DAYS NONE lJ
• CITY OF CHARLOTTE • CITY OF CHARLOTTE O� HIGH QUALITY WATER (HQW) ZONES 7 DAYS NONE U Q
h LAND DEVELOPMENT STANDARDS STABILIZED C O N S T R U C T I O N ENTRANCE �h LAND DEVELOPMENT STANDARDS CATCH BASIN INLET PROTECTION IF SLOPES ARE 10' OR LESS IN LENGTH AND ARE NOT J
STD. N0. REV. STD. N0. REV. SLOPES STEEPER THAN J. 1 7 DAYS STEEPER THAN 2.-1, 14 DAYS ARE ALLOWED. J W
QIARIATTE. INCLUDES CHARLOTTE ETJ 30.11 A 12 CIIARIATTE. INCLUDES CHARLOTTE ETJ 30.15 13 � SLOPES J. 1 OR FLATTER 1 14 DAYS 17 DAYS FOR SLOPES GREATER THAN 50' IN LENGTH /
D ALL OTHER AREAS WITH SLOPES FLATTER THAN 4:11 14 DAYS I NONE, EXCEPT FOR PERIMETERS AND HOW ZONES
MATERIAL FROM 1..�
NOTES: GENERAL NOTES: DITCH EXCAVATION
SEE APPROVED TREE 1. REMOVE ALL BARRIERS UPON COMPLETION OF PROJECT. 1. UNIFORMLY GRADE A SHALLOW
PRESERVATION PLAN FOR 2. LANDSCAPING PLANS SHALL SHOW THE LOCATIONS OF ALL TREE PROTECTION FENCES.
REQUIRED RADIUS 3. REFER TO CITY OF CHARLOTTE LANDSCAPE CONSTRUCTION STANDARDS SECTION 01000 DEPRESSION APPROACHING THE INLET. \\\
OF TREE BARRIER \ GROUND LINE /� \
FOR GENERAL SPECIFICATION REGARDING TREE PROTECTION. \\'�\r�\/\\��/�/��/�i /r \\ REVISIONS
2. DRIVE 5-FOOT STEEL POSTS 2 /
FEET INTO THE GROUND SURROUNDING
THE INLET. SPACE POSTS EVENLY
AROUND THE PERIMETER OF THE INLET, Mnx iv
A MAXIMUM OF 4 FEET APART. 9-GAUGE HARDWARE
.
3SURROUND THE POSTS WITH WIRE CLOTH " MESH OPENINGS)
( > --• 1'-2' BASE
MESH HARDWARE CLOTH. SECURE THE .................................
WIRE MESH TO THE STEEL POSTS AT NOTE.- SEED TEMPORARY DIVERSIONS IMMEDIA TEL Y AFTER CONSTRUCTION.
THE TOP, MIDDLE, AND BOTTOM.
PLACING A 2-FOOT FLAP OF THE WIRE
MESH UNDER THE GRAVEL FOR NCDOT 115 OR #57
ANCHORING IS RECOMMENDED. WASHED STONEosr
4. PLACE CLEAN GRAVEL (NC DOT #5 _ ....................... 1 JL�MI 0RA_l� Y DIVERSION ON DITC H DETAIL SILT FENCE
OR #57 STONE) ON A 2:1 SLOPE WITH
A HEIGHT OF 16 INCHES AROUND THE ls"MIN.
PLAN VIEW OF ROOT ZONE WIRE, AND SMOOTH TO AN EVEN GRADE. N.T.S.
5. ONCE THE CONTRIBUTING DRAINAGE
AREA HAS BEEN STABILIZED, REMOVE TOP VIEW
ACCUMULATED SEDIMENT, AND
ONE FOOT FOR EACH ESTABLISH FINAL GRADING ELEVATIONS. SILT FENCE 2'
INCH OF TRUNK DIAMETER Z NCDOT //5 OR 1157
OR 1/2 HEIGHT OF TREE
FOR PRUNING SEE WHICHEVER IS GREATER 6. COMPACT THE AREA PROPERLY WASHED STONE
Q. AND STABILIZED IT WITH GROUNDCOVER.
INTERNATIONAL SOCIETY NO. 57 WASHED STONE
OF ARBORICULTURE SPECS. 6' MINIMUM WIDTH o FILTERED I
FOR 2" CAL. TREES1'-6" MIN.
6" BARK MULCH, PLACE BARK WATER PROJECT NO.:2015.32
MULCH AT AREAS NOT �p� CLASS B STONE
DEAD TREES AND SCRUB OR UNDER16 PROTECTED BY BARRIER. �� SCALE: N.T.S.
GROWTH SHALL BE CUT FLUSH WITH.' 2
JZTREE LIMB ADJACENT GRADE. NO GRUBBING WOVEN FILTER FABRIC
REMOVAL ALLOWED UNDER DRIP LINE. 1
DRAWN BY CLR
2"X4" STANDARDS + 1"X4" RAILS AllIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII�III CHECKED BY:MSL
uj
OR ORANGE SAFETY FENCING - -_
MAY BE USED. ' -I I -III- I- III-I I
(n I I I I I I I I I I I I I I II: 11=1 11= lll =I 11-1 1-1 1=1 11-1 11-1 I I
31 I I-III-I I III-1 I I-I I-I I-III-I I-I I I
J CROSS SECTION 0j = I-
i I I 1=1 I I I 1 I EI I I 1=1 11=1 I I-
04
I_
• CITY OF CHARLOTTE NOT TO SCALE FRONT VIEW SHEET NO:
U � LAND DEVELOPMENT STANDARDS TREE PROTECTION DETAIL STD. NO. REV. �%y+� CITY OF CHARLOTTE HARDWARE CLOTH AND GRAVEL
W C[IARLOTTE. INCLUDES CHARLOTTE ETJ 40.02 LAND DEVELOPMENT STANDARDS
INLET PROTECTION STD. N0. REV.
r.9 ° a��T�- INCLUDES CHARLOTTE ETJ 30.09 1 351L T FENCE STONE
®UTLE T C300
Ln N.T.S.

INLET ZONE 35%
OF SURFACE AREA
ARM ASSEMBLY INLET ZONE 25%
WEI
a OF SURFACE AREA
a INLET ZONE 25% GENERAL NOTES: LA THAM-�������
OF SURFACE AREA �,�p��,�4����,�p� �,�4�
�0 1. DR/VE 5' STEEL POST AT LEAST GENERAL NOTES: 10 10 10 l0
"C" ENCLOSURE � OF OUTLET FACEEAREA 24" INTO SOLID GROUND. N.C. CORP. LIC. C-1 81 5
2. USE STAPLES 1' APART 1. AREA UNDER EMBANKMENT SHALL BE CLEARED, GRUBBED, AND STRIPPED OF ANY VEGETATION AND ROOT MATERIAL. THE BASIN AREA SHALL BE CLEARED. 6507 A NORTHCROSS DRIVE
° HORIZONTALLY AND VERTICALLY 2. THE FILL MATERIAL FOR THE EMBANKMENT SHALL BE FREE OF ROOTS OR OTHER WOODY VEGETATION AS WELL AS OVERSIZED STONES, ROCKS, HUNTERSVILLE, N.C. 28078
n TO ATTACH THE FILTER FABRIC ORGANIC MATERIAL OR OTHER OBJECTIONABLE MATERIAL. THE EMBANKMENT SHALL BE COMPACTED BY TRAVERSING WITH EQUIPMENT WHILE BEING
a WATER ENTRY UNIT ( w I - TO THE WIRE FENCE. CONSTRUCTED. SPILLWAYS SHOULD NOT BE CONSTRUCTED THROUGH FILL SECTIONS. ALL SPILLWAYS SHOULD BE LINED AND/OR RIPRAPPED. PHONE: [phone]
PERSPECTIVE VIEW l X J. MINIMUM BAFFLE SPACING IS 10: 3. SEDIMENT SHALL BE REMOVED AND TRAP RESTORED TO ITS ORIGINAL DIMENSIONS WHEN THE SEDIMENT HAS ACCUMULATED TO DEPTH SHOWN ON STANDARD. FAX: [phone]
REMOVED SEDIMENT SHALL BE DEPOSITED IN A SUITABLE AREA IN SUCH A MANNER THAT IT WILL NOT ERODE.
PVC VENT FLOW- X 4. THE FLOOR OF THE BASIN IN 4. THE TRAP SHALL BE INSPECTED AFTER EACH RAIN AND REPAIRS MADE AS NECESSARY.
SCHEDULE 40 THE OUTLET ZONE AND BERMS 5. CONSTRUCTION OPERATION SHALL BE CARRIED OUT IN SUCH A MANNER THAT EROSION AND WATER POLLUTION IS MINIMIZED.
PVC ELBOW PIPE PVC PIPE \ SHOULD BE SEEDED 11
PVC END CAP c I �� I T I
ISMCONSTRUCTED. R THE BASIN 6. ALL CUT AND FILL SLOPES SHALL BE 2:1 OR FLATTER, UNLESS CERTIFIED BY REGISTERED GEOTECHICAL ENGINEER. \\ N oCARO
/ 7, SEDIMENT BASIN EMBANKMENTS SHOULD BE PROVIDED WITH EROSION CONTROL AND STABILIZATION. O�o°°FESo
S
WATER SURFACE _ EgRT 5. REFER TO NCESCPDM SECTION 8. STORAGE AREA MAY BE CONSTRUCTED IN ANY SHAPE PROVIDED THE MINIMUM STORAGE VOLUME REQUIREMENT IS MET THE BASIN SHOULD o o
° l N BERM X #6.65 AOR ADDITIONAL ALSO BONS.ORIENTED SUCH THAT THE FILTER AND THE MAIN FLOW OF WATER AND SEDIMENT ARE ON OPPOSITE ENDS ON THE LONGER BASIN o
_ e
Noo PVC END CAP f / / = o SEAL o
9. THE LENGTH OF THE STONE OUTLET (SPILLWAY) IS TO BE BASED ON A 10 YEAR STORM. _ 17646 _
PVC PIPE 15 8 10. WHENEVER TOPOGRAPHY ALLOWS, THE BASIN LENGTH SHOULD BE TWICE (2X) THE BASIN WIDTH, TO ALLOW FOR SETTLING. 0/I0 ° �
y / 1 o OU BAFFLES SHALL BE INSTALLED IN ALL BASINS. ��%° '/ ��
1/2" HOLES IN k-1 TAE %� '%QvGINE_ ��`
PVC TEE UNDERSIDE �N SP� ORIFICE T 0/T 11. CLEANOUT STAKES SHALL BE PLACED IN ALL SEDIMENT BASINS AT THE LOW POINT IN THE BASIN. THE STAKES SHALL BE MARKED �i/�jyFC°00000°O�P.,
PVC TEE PLATE C/y SHOWING THE HALF FULL, CLEANOUT POINT, OF THE BASIN. 111 L S. `\
X 12. SAFETY FENCING 3' HIGH SHOULD BE PLACED AROUND ALL SEDIMENT BASINS. ��///I11111�����
FLEX/BLE f 4'-0" MAX. SPACING \X- X 13. FOR DESIGN OF SEDIMENT BASINS, REFER TO THE NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES,
HOSE SCHEDULE 40 EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL.
e PVC PIPE (TYPICAL) 14. FOR SLOPES GREATER THAN 10' IN LENGTH AND PROTECTED BY SILT FENCE AT THE TOE OF THE SLOPE, SLOPE TERRACING WILL BE REQUIRED.
m I 5' STEEL POST 15. THE BERM ON SEDIMENT BASINS SHALL BE SEEDED ONCE FINAL GRADE HAS BEEN REACHED. THE SILT FENCE MAY BE REMOVED IF PERMISSION JULY 28,2016
HAS BEEN GRANTED BY THE CITY LAND DEVELOPMENT INSPECTOR AFTER THE GRASS HAS GERMINATED AND STABLE GROUND HAS BEEN DATE
FLOW ESTABLISHED.
16. WASHED STONE AND WIRE BACKING SHALL BE USED WITH SILT FENCE WHENEVER SILT FENCE IS PLACE AT
END VIEW FRONT VIEW 8" X 6"TRENCH THE TOE OF A SLOPE >10' VERTICAL OR ALONG ANY CHANNEL OR WATER COURSE WHERE 50' OF BUFFER
BACKFILL AND COMPACT IS NOT PROVIDED.
FENCE AND FABRIC
BURIED IN TRENCH
SCHEMATIC OF SKIMMER TAKEN FROM PENNSYLVANIA EROSION AND SEDIMENT POLLUTION CONTROL MANUAL, MARCH 2000. II IFI Iff� IIfff
V
!l" REFERS TO THE HEIGHT FROM INVERT OF FLEXIBLE HOSE ON SKIMMER TO THE INVERT OF THE PRIMARY SPILLWAY. NOT TO SCALE NOT TO SCALE
• CITY OF CHARLOTTE • CITY OF CHARLOTTE • CITY OF CHARLOTTE
h LAND DEVELOPMENT STANDARDS BAFFLE INSTALLATION LAND DEVELOPMENT STANDARDS GENERAL NOTES-SEDIMENT BASINS
STD. NO. REV.
LAND DEVELOPMENT STANDARDS SKIMMER T N R � STD. N0. REV. �
CHARIATTE. INCLUDES CHARLOTTE ETd 30.028 12 C[IARIATTE. INCLUDES CHARLOTTE ETJ 30.19 1 � INCLUDES CHARLOTTE ETd 30.0313 3
0
LGI HOMES-NC, LLC
3037 SHERMAN DRIVE
LANCASTER, SC 29720
NOTES. NOTES: W2 sN�O' QPVFME"t GENERAL NOTES. PHONE: [phone]
SKIMMER SEDIMENT BASIN 1. USE MINIMUM 12 /NCH DIAMETER FIBER WATTLE. d h en s le I I h omes.com
DESIGN CRITERIA 1. REFER TO 1. CLASS OR MEDIAN SIZE OF RIPRAP AND LENGTH, WIDTH AND DEPTH OF APRON END OF FLARED SECTION 2. USE 2 FT WOODEN STAKES WITH A 2 /N. X 2 IN. NOMINAL CROSS SECTION Y@ 9
NCESCPDM TO BE DESIGNED BY THE ENGINEER. SEE INSET A J. ONLY INSTALL WATTLE(S) TO A HEIGHT IN DITCH SO FLOW WILL NOT WASH AROUND
DRA/NAGE SECTION #6.64 2. REFER TO THE CHARLOTTE MECKLENBURG STORM WATER DESIGN MANUAL FOR WATTLE AND SCOUR DITCH SLOPES AND AS DIRECTED.
AREA < 10 AC. EMBANKMENT FOR ADDITIONAL RIPRAP APRON DESIGN STANDARDS. 4. INSTALL A MINIMUM OF 2 UPSLOPE STAKES AND 4 DOWNSLOPE STAKES AT AN ANGLE
(ACRES) LENGTH DESIGN �� TO WEDGE WATTLE TO BOTTOM OF DITCH.
3. RIPRAP SHOULD EXTEND UP BOTH SIDES OF THE APRON AND AROUND THE END
SPECIFICATIONS \ 5. PROVIDE STAPLES MADE OF 0.125 IN. DIAMETER STEEL WIRE FORMED INTO A U SHAPE
REGARDING OF THE PIPE IG CULVERT AT THE DISCHARGE OUTLET ATA MAXIMUM SLOPE OF \
SKIMMER 2:1 AND A HEIGHT NOT LESS THAN TWO THIRDS THE PIPE DIAMETER OR NOT LESS THAN 12" IN LENGTH.
MIN. EXCELSIOR WATTLE EDGE OF
LENGTH TO 2.1 INFLOW CULVERT HEIGHT. PAVEMENT 6. INSTALL STAPLES APPROXIMATELY EVERY 1 LINEAR FOOT ON BOTH SIDES OF WATTLE
SEDIMENT BASINS. AND AT EACH END TO SECURE IT TO THE SOIL.
WIDTH RATIO 10' 4. THERE SHALL BE NO OVERFLOW FROM THE END OF THE APRON TO THE DITCH
MIN. SURFACE OF THE RECEIVING CHANNEL. THE AREA TO BE PAVED OR RIPRAPPED SLOPE 7. INSTALL MATTING IN ACCORDANCE WITH SECTION 1631 OF THE NCDOT STANDARD 00
2. REFER TO STD. SHALL BE UNDERCUT SO THAT THE INVERT OF THE APRON SHALL BE AT THE MATTING BACK SPECIFICATIONS. I I I n 1
#30.19 FOR SAME GRADE (FLUSH) WITH THE SURFACE OF THE RECEIVING CHANNEL. THE SLOPE 8. PRIOR TO POLYACRYLAMIDE (PAM) APPLICATION, OBTAIN A SOIL SAMPLE FROM PROJECT 1••�1 ( V
MAX BAFFLE SPACING APRON SHALL HAVE A CUTOFF OR TOE WALL AT THE DOWNSTREAM END. i B LOCATION, AND FROM OFFSITE MATERIAL, AND ANALYZE FOR APPROPRIATE PAM ^
LENGTH TO 6:1 AND INSTALLATION 9 13 v J U
WIDTH RATIO 5. THE WIDTH OF THE END OF THE APRON SHALL BE EQUAL TO THE BOTTOM FLOCCULANT TO BE APPLIED TO EACH WATTLE.
SKIMMER J. SKIMMER INVERT WIDTH OF THE RECEIVING CHANNEL. MAXIMUM TAPER TO RECEIVING CHANNEL 5:1 9. INITIALLY APPLY 2 OUNCES OF ANIONIC OR NEUTRALLY CHARGED PAM OVER WATTLE Z
MIN. 1800 AREA DEWATERING ELEVATION = ISOMETRIC VIEW WHERE WATER WILL FLOW AND 1 OUNCE ON MATTING ON EACH SIDE OF WATTLE.
AVERAGE_ ' 6. ALL SUBGRADE FOR STRUCTURE TO BE COMPACTED TO 95% OR GREATER.
VOLUME (CU. FT. WIDTH DEVICE BASIN BOTTOM + REAPPLY PAM AFTER EVERY RAINFALL EVENT THAT IS EQUAL TO OR EXCEEDS 0.50 /N.
LENGTH EMERGENCY 1' MIN. 7. THE PLACING OF FILL, EITHER LOOSE OR COMPACTED IN THE RECEIVING T u
REQUIRED PER AC. w1 li
DISTURBED . SPILLWAY CHANNEL SHALL NOT BE ALLOWED. END OF APRON 2'UPSLOP£
SURFACE AT
OF PR/MARY N/A 4. H = SPILLWAY 8. NO BENDS OR CURVES IN THE HORIZONTAL ALIGNMENT OF THE APRON ?(Mqk) STAKE NATURAL GROUND nw Is ozAW('OZ)
SPILLWAY ELEVATION - WILL BE PERMITTED. PSN
325 L SKIMMER INVERT Ilii
SURFACE (SQ, F1 ELEVATIONAREA 9. FILTER FABRIC SHALL BE INSTALLED ON COMPACTED SUBGRADE PRIOR TO
REQUIRED PER CFS PLACEMENT OF RIP RAP.
010) BAFFLES - -
CROSS-SECTION VIEW 0 s SLOPE
1' FREEBOARD W=5' MIN. 10. ANY DISTURBED AREA FROM END OF APRON TO RECIEVING CHANNEL
MUST BE STABILIZED. SrAxLs� saP�s � n I.J�
EMBANKMENT MATnnlc V
6" MAX. DEPTH OF FLOW 2'DOWNSLOPE vAu(I oz1 T
OVER EMERGENCY SPILLWAY USE USDA NOMOGRAPH FROM NC SEDIMENT AND EROSION CONTROL MANUAL OR MIN. STAKE XSET A TU �
FT 9 T c 2 Z
INFLOW BAFFLES CHARLOTTE MECKLENBURG STORM WATER DESIGN MANUAL FOR DESIGN DATA. i'MIN. CROSS SECTION
-6" FlLTER FABRIC IAP
Z=S' MAX' VEE DITCH
(IF NEEDED) v
----- OUTLET Lo W7 W2 'T H ELEVATION SEE INSET C 2'UPSLOP£ O J
DEWATERING _ HW-CULV 16' 7.5' 18.5' 13.5" 1.7' ti STAXE NATURAL GROUND
J U Q
ZONE - - - - - - - - H=2 MIN. UPSLOPE STAKE
- _ FES-C 10' 3.75' 11.25' 10" 0.8' S'A�
FILTER FABRIC PAM n�I
CLEANOUT SKIMMER ARM FES-E 16' 7.5' 18.5' 13.5" 1 7' NATURAL GRADE w
DEPTH LENGTH = FES-L 10' 3.75' 11.25' 10" 0.8' FLOW < Lu
(H/ Lu
2) 1' SEDIMENT H x 1.5 ANTI-SEEP RIP RAP I > > Z
sroRAGE (MIN. 5) COLLAR NOT TO SCALE H �I '� _ r
DATA BLOCK ^' 0
T(THICKNESS)=10-MIN. A01fliNG STAK£ ��E AW/I�� �6'
EOBASIN DRAINAGE DENUDED BASIN VOLUME BASIN SURFACE AREA CLEANOUT H Z L T W SKIMMER SKIMMER d50 (see fig 8.06 a&b "NC SEDIMENT AND EROSION CONTROL MANUAL"AREA AREA Qio REQUIRED PROVIDED REQUIRED PROVIDED DEPTH (FT.) (FEET) (FEET) (FEET) (FEET) (FEET) PIPE ORIFICE V MIN. O
(ACRES) (ACRES) (CUBIC FT.) (CUBIC Fr.) (SQ FT. (SQ Fr.) H/2 DIAMETER DIAMETER dmax a 1.5 x d50 CROSS
SEE BELOW
T% 1.5 X dmax. MINIMUM H=2/3 PIPE DIAMETER LAYER OF FlLTER FABRIC
TRAPEZOIDAL DITCHLLI N ♦/�
T(min.)-10" LL v J
SECTION B-B APPROVED DATE: 07/2010 NOT TO SCALE `'I"I Lu
CITY OF CHARLOTTE • � (D0
• CITY OF CHARLOTTE RIPRAP APRON AT PIPE OUTFALLS MECKLENBURG COUNTY TEMPORARY WATTLE CHECK DAM r , Q
LAND DEVELOPMENT STANDARDS SKIMMER SEDIMENT BASIN �h LAND DEVELOPMENT STANDARDS LAND DEVELOPMENT T . N . REV. U
STD. N0. REV. OTHER THAN AT SWIM STD. N0. R WITH MATTING AND OPTIONAL PAM J
ry
CMRLOTIE- INCLUDES CHARLOTTE ETd 30.02A 13 cctiARRLOTTE. STANDARDS I ' I
INCLUDES CHARLOTTE ETd 20.23 7 30.1 OC J W
0 /
BASIN DRSKIMMER
RIEEAAGE DENUDED Q+o REQUIREID VOLUME BASIN PROVIDED REQUIREDRFAPROVIDED EPTHN(FT.) (FEET) (FEET) (FEET) (FEET) (FEET) SKP PEIMMER ORIFICE
ACRES (ACRES) (CUBIC FT.) (CUBIC Fr.) SQ FT. SQ Fr. H/2 DIAMETER DIAMETER RIP RAP APRONS DISCHARGING FROM SAND FIL TERS
1 4.81 3.36 15.2 6048 14244 4945 9122 1 2 4 10 2 5 2 2.2
2 5.21 3.90 16.5 2448 6524 2766 4281 1 2 4 10 2 5 2 1.6 SAND FILTER # La W1 W2 *T H
3 9.78 4.09 30.9 7362 16468 10055 10360 1 2 1 4 10 1 2 5 1 3 2.5 1 2 9.0' 10.5' 3.75' 21" 2'
4 3.70 3.70 11.7 6660 10528 3804 6593 1 2 4 10 2 5 2 2
5 3.98 3.64 12.6 6552 10605 4092 8184 1 2 4 10 2 5 2 2 1, 4, 5, 9, 10 /1.01 12.5' 4.5' 21" ?'
6 8.41 8.20 26.6 14760 30091 8646 13165 1 2 4 12 2 5 2 2 2 REVISIONS
7 7.55 7.34 23.9 13212 22989 7762 13576 1 2 4 12 2 5 3 2.8 3, 6 13.0' 15.0 6.0' 21" Z'
8 5.56 4.71 17.6 8478 35778 5716 13962 1 2 4 10 2 5 3 3 8 17.0' 19.5' 7.5' 21" 2'
9 2.88 2.88 9.1 5184 7671 2961 4662 1 2 4 10 2 5 2 1.9
2' MIN.
10 4.29 4.29 13.6 7722 11258 4410 6704 1 2 4 10 2 5 2 2 1 1 CLASS II
11 3.12 2.56 9.9 4608 5504 3207 3207 1 2 4 10 2 5 2 1.6 RIPRAP
12 3.00 3.00 9.5 5400 5844 3084 6169 1 2 4 10 2 5 2 1.6
3 z
2
1 STORAGE AREA 1 1 iv
FOREBAY
FILTER FABRIC
CUT-OFF TRENCH
N.T.S.
PROJECT NO.:2015.32
SCALE: N.T.S.
DRAWN BY:CLR
CHECKED BY:MSL
SHEET NO:
C301

MOORES CHAPEL ROAD
•TREE PROTECTION FENCE/BARRICADES MUST MEET OR EXCEED TREE NOTES:
FLOODWAYLEGEND ORDINANCE STANDARDS
1. CONTACT THE UTILITY COMPANY TO RELOCATE ANY EXISTING UTILITY
FUTURE CONDITIONS FLOOD FRINGE LINE (FCFFL) •TREE PROTECTION FENCE/BARRICADES MUST BE INSTALLED BEFORE POLES ALL EXISTING FACILITIES WHICH CONFLICT WITH THE PAW CREEK L
ANY DEMOLITION/CLEARING/GRADING/CONSTRUCTION, AND NOT REMOVED IMPROVEMENTS UNDER THE SCOPE OF THIS PROJECT MUST BE RELOCATED VILLAGE
FEMA FLOOD FRINGE LINE (FFFL) UN77L AFTER AN INSPEC77ON BY URBAN FORESTRY STAFF. AT THE EXPENSE OF THE APPLICANT I PHASE / PAWTUCKEn LA7 HAM WALTE-RS
COMMUNITY ENCROACHMENT LINE (CEL) -NO SOIL DISTURBANCE OR COMPACTION, CONSTRUCTION MATERIALS, 2 ALL DEVELOPMENT CREATING A TOTAL OF 20,000 SQUARE FEET OF \ S ROAD ENGINEERING, INC.
IMPERWOUS AREA SINCE SEPTEMBER 1978 WILL REQUIRE STORM DRAINAGE
TRAFFIC, BURIAL PITS, TRENCHING OR OTHER LAND DISTURBING ACTIVITY DETENTION.
-5 s• c N.C. CORP. LIC. C-1 815
FEMA FLOODWAY ENCROACHMENT LINE (FFEL) I �r–
ALLOWED IN TREE SAVE AREAS ��� �= 16507-A NORTHCROSS DRIVE
`\ CHAIN LINK FENCE (TYP.) •VIOLATIONS OF THE TREE PROTECTION REQUIREMENTS ARE SUBJECT TO
J. TREES WITHIN THE STREET RIGHT OF WAY ARE PROTECTED BY LAW. y ' C CB-59 �� HUNTERSVILLE, N.C. 28078
_ A PERMIT IS REQUIRED FROM THE CITY ARBORIST AT [phone]
- / FINES, AND/OR IMMEDIATE CORRECTIVE ACTION/MITIGATION. � �,� PHONE: [phone]
PRIOR TO THE REMOVAL OF ANY RIGHT OF WAY TREES. ALL TREES OVER
/ i PHASE l FAX: [phone]
8" IN DIAMETER AS MEASURED 4.5' ABOVE GROUND AND LOCATED WITHIN
-ALL TREES ON PUBLIC PROPERTY ARE PROTECTED BY ORDINANCE AND THE SETBACK ARE PROTECTED BY LAW. CONTACT LAND DEVELOPMENT � -- G�' '� ST PAW VILLAGE RD
O� REMOVAL MUST BE APPROVED BY THE CITY ARBORIST [phone]. AT [phone] FOR REQUIRED PERMITS �� SITE PHASE II ERNES
66- / , �p
4. BEFORE YOU DIG STOP. CALL 77-IE NC ONE-CALL CENTER AT - .�` N CAR
< / / / i 1-800-632-4949. IT'S THE LAW. S � ��°°°°°
_ Qo°OFESS/0°
8 ,
\ 1 � SEAL o _
_ \ _ _
J WCINITYMAP o �� 2S/►G .z
q,q)
N.T.S. %�°° �INSET tiF6679 .F 00 S.F. 3938
\ J O \ CHAIN LINK FENCE (TYP.)
6000 S F. I I 3 I
r` 6000 S F. �/ � 62 S F \
� 36 ..
1 .
I \ �. •;\ \ \ \ \ \ \ O 1 1 \ \ \ \ ` JULY 28,2016
60 S.F
LANE
L�+
LIZ sono s \ .. \
\ L u V1 604 S F. N' \O \ \ `
\ \ \ 6' -,� c� � � DATE
� � T \
15 R CB-5 1 �\ \ \ 1 I F II 2
/ Q � �\ - � FPE EL so3 s.
I6 73 S.F. \ / CB-8(B) CP \ B
–B(B) \ I 31 \ \ \ I r
5)50 .Ll
- -
I I / I / f613.4 I
I ��\ '° 6202 S.F. / / � � - / __-/ � � � HOMES
-� I -- -
I
6000/F. / �
� _ n I
\ / / / } I ✓/ / 60 0 .F. 60 0 •f••:, •••••• O -3(B) / / / l I l I 15850 SFI I I FPE ELEV.• v
6664 .F. / I I :•SF:�::• 65 I " RCP CB-13A f 134 850 F - LGI HOMES-NC, LLC
/ l �t1
� 3037 SHERMAN DRIVE
•• ✓ 600 S.F. / l / / I I I 111 �` LANCASTER, SC 29720
49 \ ss � I✓ � I .� FPE EL�V.• ® ..
/ I 5 50 SF I (6,13.4 / PHONE: [phone]
\ CB-4(F) \ I I 1 [e-mail]
A°CP '•� 6268 S.F �� J '- \ l � I .. .. ..
/ // � \ � SDE CB-1(B CB-2(B) I � I CB-12 A I 850 S. .
SDMH-2(B)
f � � a GQ— � I I 1 � I � sa s.F I � Ff613.4V• /� .. .. .. v
a
I 1 I I 78 F\\\ � \ h 16404 .y0� I I \ � l � CBI 10(1) CBI 11(A) CIO
T-ER_ .FES B 6 F I 1 I I I I \ I I 15" RCP I r i N
13 I / w V
585 S. 1 I I I ��, (A �^
7 I CB-8(D ` \ \ \ \ CB-9(A) / r v) U
898 / �� l I I \—\ z
825 I \
—L -� ��o
= w
J.00 A I—
/ / 0
\ 8252 SF / / INV. 1 \ 68
SEE C14.0 FOR BUFFER / I / 0
/ '—i- a-B A) <o
/ / I / / J
ZONES AND FLOODWAY W
6d021 S. . CROSS SECTIONS. l I I I /' - CO
Q Ill l v
Q SDMH-1(F L� I T
CB-7(D \ \ \ \ \ \ I I (2 I I 2
.T•'•:•'•:..:'.: •.: •.'.:•. ••• \ ��\ 1 Ll)4 / �L��� u' 600 \ \ \ \ \` / / S: T / . �
I I I
I I FPE ELEV
/ / ••'�• \ \ f6o8.0 CB-6 D) X Z
Q
EX. WETLANDS (TYP.) I I l\ LL] O
I 8�0 \ / / � � Il N
•'a•' \\ \ \ / I 6756 \ \ P DCB-4(D) \ / ZZ \ \\ l ` W
••.ti'.:... \ \ \ � �\ WCB-5(D X84 � � 850 S.F. I � � 1 � \_ � \
•:�:•.•:•.•::::•.•: .::.•:.•:�;. • \ \ \ \ / / / PAW CREW_ `\ 1 \��
1_'Ll \ \ nq J 5850 S.F. 585 S. . I 16 /CB-2 A) jD"R�p 3�" RCP FES (A) SA D I \
c I
•�:::• :.:. \ / EX ��� 71` f 0 \ o 75-f--
08. I
. .....:.•.y• \
\ \ /
814 .F. � ' ,• �B-3(D) � _ / 7� ,•� \
PROP. RETAINING WALL � - � 2a"RCP • � � � I ' _ I \
608. \ CB-2(D) _ \ \
/ � I Q
APPROXIMATE a \ \ `\ \ ��\� e-1(D) PA \ 5850 SF \ 1 (/ 0
LOCATION OF / l / E \ \ /FP� ELEV.• IAG O
EX. POND I / S FF \ \ F. \ ±60e.2 D EXT
PE ELEV I" ) ce-4(n) `� W
r 74 �PE ELEV. 10 I
m REVISIONS
EXISTING WETLAND � l '`' �� �� �2 � � 608.2 � 6 � I I ••••
TYPICAL / I I �`' V `I FES (D) 3.F.
REV. 1 -04/19/16
/ ••• J I / S 4 SF \76\ \I I J REVISED PER CITY OF CHARLOTTE
. ••••':,'••' I / / 099 S.F. / I p
• .••• • •.� I / / / I I CIS COMMENTS
s
-NL-
XE w
.. ..... .
- -
— f.. ..... .. ... � cn
1 / ••..::: : �/ / S _ s s - -� — AD EXZS Dce-2(c
.•:�r�.•:.•:.��:.::...:.•.::.•;,.::.: I I SS S PROP. BRIDGE `
. .... . ... ... .
/ I s DESIGN BY KCI ASSOC. OF NC
S CONSTRUCTION BY BRIDGE
r /
l FF / T ' / �• 0 / / � .CONTRACTOR � (c)-�
\ .�:••'••• cP I L0 S
\ FCFF - •:U'" l a• R \ / / \\ PROP. BRIDGE
� L 2 I q � _ \ �
•"r �:•:;•:•:• :•;:{•• \ \ \\ _ i \ / / (DESIGN BY OTHERS)
• •• ••• ••••,,,•••• I �� _- - FFFL \ \ I PROJECT NO.:2015.32
_ :•: c ,: { /� \ CREEK // , ./ � \ I I SCALE: 1"=60'
DRAWN BY:CLR
'moo-
`
Q SEE SHEET C4.1
1). CONTRACTOR IS FULLY RESPONSIBLE FOR CONTACTING
• APPROPRIATE PARTIES AND ASSURING THAT EXISTING
UTILITIES ARE LOCATED PRIOR TO BEGINNING CONSTRUCTION. GRAPHIC SCALE
2). CONTRACTOR IS RESPONSIBLE FOR PLACING BARRICADES SHEET NO:
• 0 TUSING O THEFPUBLC ETC., AS NECESSARY TO INSURE SAFETY SEE SHEET CS 0 FOR DRAINAGE SCHEDULE 60 0 30 60 120 240
0 3). ALL PAVEMENT CUTS, CONCRETE OR ASPHALT, ARE TO AND SHEET C4.1, C4.2 FOR GRADING NOTES
BE REPLACED ACCORDING TO STANDARDS OF THE NORTH
N CAROLINA DEPARTMENT OF TRANSPORTATION. ( IN FEET )
4). SHORING WILL BE ACCORDING TO OSHA TRENCHING
C4O
LO Know what's below. STANDARDS PART 1926 SUBPART P, OR AS AMMENDED. > inch = 60 ft. ■
Call before you dig.

SEE SHEET C4.0
MOORES CHAPEL ROAD
Gj ' FES G \ //
WE
PAWTUCKErr LATHlAM WALTEERS
ROAD �El��]ll\��1E�I�NG INC.
FILTER \ I \ 1` _ I I l or-
16507 A NORTHCROSSSDRIVE
HUNTERSVILLE, N.C. 28078
PHONE: [phone]
o� O� I/ I SDMH (G)I 87 ' PHASE l
PP y I \ FAX: [phone]
97 .F. � cB-2(H) 's. o \ /` \ � � j STq PAW VILLAGE RD
1
I \ - PHASE II RN
PE EL SITE E�
/ O �/ I I f 13.00
�/ 0111IIIII'll
6220 S.F. / Dl-4(H) _ �C+,C ' \��\\��o'O0000000O C
FLOOD SECTIONS & Asa 9 / FEs M 1 85 p
ELEVATIONS (TYP.1
- I
PIT:
SEAL -
o 0
)CB- WCINITYMAP = ° 1 7646 I� o z`
�l 6000 S 82 /
\\ � �/t`�-- �./ _s N.T.S.
�=_ _ yF�L2).
\ \
J I / 94 S.F. 79 I .� ,`, a 6v'
� 60,53 s.F -� 78 STANDARD NOTES:
x'44F 66 a s.F ` - 1. COORDINATE ALL CURB AND STREET GRADES IN INTERSECTION WITH INSPECTOR.
CB 2 G ., I / I CB-5 H I 0 4\ JULY 28,2016
QS►' // Ss / T Q -� / � ' 2. ALL ROAD IMPROVEMENTS AT PAW VILLAGE ROAD AND STARNES ROAD ARE TO BE
/ j I I 6000 SF 6000�.F z , COORDINATED WITH THE CITY OF CHARLOTTE ENGINEERING DEPARTMENT PRIOR TO DATE
CONSTRUCTION.
ISS,
3. DEVELOPER WILL PROVIDE STREET SIGNS PER CLDSM# 50.05 (9" SIGNS ONLY).
4. SIGHT TRIANGLES SHOWN ARE THE MINIMUM REQUIRED.
,582 -� 15"RCP
5. DIRECT VEHICULAR ACCESS TO FROM LOTS IS PROHIBITED. +
/ 6. IN ROLLING AND HILLY TERRAINS SWEEPING OF THE STONE BASE AND OR
89 q 4 / \ RT T \ \ / APPLICATION OF A TACK COAT MAY BE REQUIRED NEAR INTERSECTIONS. THESE
J 6000 S.r. l l CB-7 H " - -
/ '�� � ( 15 RCP a SDMH-8(H) I \ \ I \ \ � / REQUIREMENTS WILL BE ESTABLISHED BY THE INSPECTOR AND BASED ON FIELD
� \ CONDI TIONS.
�F� I
0J / / J �%j \ l ,5200 s.F l zs I 6 \� of 15"RCP CB-f0 H \ 6�0 7. APPROVAL OF THIS PLAN IS NOT AN AUTHORIZATION TO GRADE ADJACENTHOMES
14a CB-9LH)^ \ PROPERTIES WHEN FIELD COND/TIONS WARRANT OFF-SITE GRAD/NG, PERM/SS/ON MUST -
6179 S.F. ,5000 s.F. 1 8 \ o / ( \ / \ BE OBTAINED FROM THE AFFECTED PROPERTY OWNERS
6000 SF.I �.' I1 l l 6000 F I 159 81Z/ S.F. z
4 CB-7(G) RCP 18.R �t I I s o s. . O I I o II I J I \ 8. IN ORDER TO ENSURE PROPER DRAINAGE, KEEP A MINIMUM OF 0.59' SLOPE ON THE
I
-6, 60 cP \ I 60 SF. / CURB. LGI HOMES NC, LLC
, ) 160 0 SF ,� - I ---
Q. \ 1 \ 9. SUBSURFACE DRAINAGE FACILITIES MAY BE REQUIRED IN THE STREET 3037 SHERMAN DRIVE
z s � � •• I � I � \ \ RIGHT-OF-WAY lF DEEMED NECESSARY BY THE INSPECTOR. LANCASTER, SC 29720
606 3 ` \ 'I l / so o s.F. I �\ I _ \ -
I 53 - I \ I � \ 1 � � sae9 sF I1 � � \ � 10. CURB AND GUTTER SHOWN ON PLANS ALONG PAW VILLAGE ROAD MAY BE PHONE: [phone]
/ X ` \ J ��� ) I pro ADJUSTED BASED UPON FIELD STAKING BY CITY ENGINEERING. ASSOCIATED STORM [e-mail]
% \ DRAINAGE MAY ALSO REQUIRE MODIFICATION BASED UPON FIELD CONDITIONS.
\ 11. THE PURPOSE OF THE STORM DRAINAGE EASEMENT SDE IS TO PROVIDE STORM
(SDE)
\ WATER CONVEYANCE. BUILDINGS ARE NOT PERMITTED IN THE EASEMENT AREA. ANY
OTHER OBJECTS WHICH IMPEDE STORM WATER FLOW OR SYSTEM MAINTENANCE ARE
ALSO PROHIBITED.
-
N
12. HIGH-DENSITY POLYETHYLENE (HDPE) STORM DRAINAGE PIPE INSTALLED WITHIN OO
EXISTING OR PROPOSED PUBLIC STREET RIGHT-OF-WAY MUST BE APPROVED BY THE W N
000 s.F. l c -d1sE I I / �h 71 7 s.F \ \ CITYS INSPECTOR PRl R T ANY BACKFILL BEIM P BACKFILL MATERIA MUST
I \ \ C0 0 B C LL G LACED B C LL L US
L \ \ \ \ BE APPROVED BY THE CITY INSPECTOR PRIOR TO PLACEMENT OF THE MATER/AL
73 9 S.F. - WITHIN THE PUBLIC TR T RIGH OF- Y. U
� � I 1 /' � E UBL C S EE G 0 A
)(E 13./ / \ ce-12(H)/ a 660 \ \ 13. THE DEVELOPER SHALL MAINTAIN EACH STREAM, CREEK, OR BACKWASH CHANNEL z
��/ \ �. \ \ \ IN AN UNOBSTRUCTED STATE AND SHALL REMOVE FROM THE CHANNEL AND BANKS T w
I I \ \ I o0o s.F cB-2 2 " 18"RCP a� 148 ,h /( 136 \ \ \ OF THE STREAM ALL DEBRIS, LOGS, TIMBER, JUNK AND OTHER ACCUMULATIONS. i
2 S.F. 4O 14. ANY BUILDING WITHIN THE 100+1 STORMWATER ELEVATION LINE IS SUBJECT TO �+
ti v�G \{ I \ \ THE RESTRICTIONS OF THE (CITY OF CHARLOTTE/MECKLENBURG COUNTY) SUBDIVISION 7
I
CB-11 ,) ' \ \ \ \ \ \ ORDINANCE, SECTION 7.200.8. W O
69 18"RCP
' I I �I \ - \_ I 95 � •• v 301 SF. � � � CB-14(H � \ \
_ 15. ANY CONSTRUCTION OR USE WITHIN THE FUTURE COND1 7ONS FLOOD FRINGE LINE
I I I \ I I 8207 S.F. I o / �� / ' ` I / l l T = \ \ \ IS SUBJECT TO THE RES 7RICTIONS IMPOSED BY THE FLOODWAY REGULA77ONS OF THE � Q
o \ \ \ CITY OF CHARLOTTE AND MECKLENBURG COUNTY.
168 Q
\ \ 16. ALL OPENINGS (E.G., DOORS, WINDOWS, VENTS) IN STRUCTURES BUILT ON LOT#'S U
I � / 1
Poo / / / � J \ \ ??? SHOULD BE LOCATED A MINIMUM OF ONE FOOT ABOVE THE ADJACENT FIN/SHED
I I I \ I 96 ---z
lI9(E) I \ I \ a \ GROUND SURFACE (APPLIES TO LOTS WHICH MAY EXPERIENCE SIGNIFICANT OVERLAND J r D
I II \ F CB-7E z6z / I l 1 4 = \ \ FLOW NOT CONSIDERED IN THE 100+1 FLOOD ANALYSIS). X �•/
I I I \ \ 6,539 S.F. ,' ( CP, I l / 'I CB-12 E l 186 5 S.; `
I I I h 30 R / / 167� / / 7497 S.F. I J \ ;� 17. PE SEALED SHOP DRAWINGS FOR RETAINING WALL MUST BE SUBMITTED TO CITY w
cP I / / / \ \ ENGINEER PRIOR TO CONSTRUCTION. -
\ R 6 9 S.F / l \ I l 1 1 l \
18. "AS-BUILT" DRAWINGS AND PLANS OF THE STORM DRAINAGE SYSTEM, INCLUDING
DESIGNED DITCHES, MUST BE SUBMITTED PRIOR TO SUBDIVISION FINAL INSPECTION TO
HEIGHT- ±t,, � � THE CITY/COUNTY ENGINEERING DEPARTMENT IN ACCORDANCE WITH THE W 0 Q
CITY/COUNTYSUBDI VISION ORDINANCE.
W �
J I I \I \ 19. PRIOR TO INSTALLA770N PE SEALED SHOP DRAWINGS FOR UNDERGROUND
HEIGHT. t12' \ r �
I I � �I � � � / • �� \ / / � / / � DCB 14 E) RCP DCB-13 E l l 1 � 7 .F. � DETENTION SYSTEMS MUST BE FURNISHED TO CITY OF CHARLOTTE ENGINEERING FOR � ff nn
�98 165 i ) APPROVAL. V VI I �- _ _ / 0 680 v Q
I I 160 7 S.F. 64x7 S� / / I \ \ 20. PRIOR TO CO, SURVEYOR SEALED AS-BUILT DRAWINGS OF ALL WATER QUALITY
BMP S AND DETENTION SYSTEMS MUST BE PROVIDED.
21. PRIOR TO PLAT RECORDATION, OFFSITE R/W AND/OR CONSTRUCTION EASEMENTS
I I I I I o I I I I / / / / HEIGHT.• ±12' \ o \ \ ARE REQUIRED TO BE OBTAINED ACCORDING TO THE GUIDELINES OF 77-IE OFFS17E
/ I � 608 .F ce-4 E \ �� / / �� R/W ACQUISITION PROCESS" THESE NEEDED R/W AND CONSTRUCTION LIMITS ARE Q
I I I I \ \ \ ) CLEARLY SHOWN ON THE ROADWAY IMPROVEMENT PLAN.
\ \ 78641 F o ` / PROPOSED RETAYNING WALL a� oti \ 22. PER SECTION 18-175(E) OF CITY CODE AND SEC77ON 10.0 OF THE CITYS POST
BY OTHERS HEIGHPWR\ ° CONSTRUCTION CONTROLS ADMINISTRATIVE MANUAL, ALL REQUIRED NATURAL AREAS
BOTTOM OF WALL: 658-x- AND/OR POST CONSTRUCTION CONTROLS EASEMENTS (PCCES) MUST BE RECORDED
TOP OF WALL: 674+ \�ti \ PRIOR TO THE ISSUANCE OF 77-IE CER77FICA TE OF OCCUPANCY.
a� \ REVISIONS
3Z HEIGHT.• t11' �\ 23. THE DEVELOPER SHALL CONTACT THE CHARLOTTE DEPARTMENT OF
ns4� s.F \ \ \ A 7RANSPORTA77ON (GUS JORDI, 704-336-7086) TO IDENTIFY ANY CONFLICTS WITH
200 I ,5z 7 .F. / I \ \ \ TRAFFIC SIGNALIZA77ON EQUIPMENT. 60- 90 DAYS WILL BE REQUIRED TO COORDINATE REV. 1 -04/19/16
I / / 8 \ \ RELOCATION. DEVELOPER SHALL BE RESPONSIBLE FOR ALL RELATED RELOCA77ON REVISED PER CITY OF CHARLOTTE
v \ \ \ \ - COST AND/OR ANY REPAIR COST CAUSED BY THE CONTRACTOR/DEVELOPER. COMMENTS
8,51 S.F. JI I , \
EIGHT- t5' \ o � 24. CER77FICA77ON AND STREET CUT PERM17S ARE REQUIRED FOR U77LITY CUTS ON
STREETS. ALLOW 7 DAYS PROCESSING FOR PERMIT. FOR INFORMA77ON CONTACT
65 S.F. / /� \ ' I I / I \ ` \ \ \ \ CHARLOTTE DEPARTMENT OF TRANSPORTATION (704-336-4025) OR VISIT
�'S l / \ l �\ \SCO \ \ \ \ \ MAINTENA�/HOME.HTMCHARMECK ORG/DEPAR7iNENTS/TRANSPORTAT70N/STREET+
ro3 l \ \ \ -
1� ` - - 25. NON-STANDARD 17EMS 1E.• PAVERS, IRRIGATION SYSTEMS, ETC. IN THE
I , -
I(J �� \ ,5127 S. RIGHT-OF-WAY REQUIRE A RIGHT-OF-WAY ENCROACHMENT AGREEMENT WITH THE
\ I / /, \ FES_(E21 I / \ \ \ \ CHARLOTTE DEPARTMENT OF TRANSPORTA770N/NORTH CAROLINA DEPARTMENT OF
TRANSPORTATION BEFORE INSTALLA77ON. FOR CITY OF CHARLOTTE MAINTAINED
STREETS, CONTACT COOT AT [phone].
-
\ �� 9ss F. \ 26. SIDEWALK WITHIN THE CITYS R/W THAT REQUIRES REPLACEMENT AS PART OF THE
3o s1 R\ 1s F. \ \ \ \\ \ - \' �. \ \ /� 68� �� DEVELOPMENT AND/OR STREET IMPROVEMENTS SHOULD BE PHASED IN SUCH A WAY
AS TO MINIMIZE THE DURA77ON OF THE SIDEWALK CLOSURE TO THE EXTENT FEASIBLE.
/ I �t , SEAS E �_ Dl-E2" / \ ✓� \ \� �o\ \ THE DEVELOPER SHOULD MAKE EVERY ATTEMPT TO HAVE SIDEWALK REPAIRED AND
REOPENED FOR PUBLIC USE WITHIN 30 DAYS OF REMOVAL.
ros \ / \ o� �\ \ \ PROJECT NO.:2015.32
27. ANY WORK WITHIN THE CITYS R/W THAT REQUIRES CLOSURE OF THE SIDEWALK
OR TRAVEL LANE FOR LESS THAN 30 DAYS REQUIRES A R/W USE PERMIT. TRAFFIC
\ .. .. D /
ASTROL PLANS PARTOF THE RRW USE PERMIT REQUANY SIDEWALK OR EST TRAFFIC CONTROL PLANS MUST BEL LANE CLOSURES MUST BE N SUBMITTED
S / `+ / DRAWN BY:CLR
Cn I \ \ •• \ / i �.` \ d �� / I \ ) ' \\ \ \ ACCORDANCE WI7N CDOTS WORK AREA TRAFFIC CONTROL HANDBOOK (WATCH) AND
/ - \�� \ / 0 MUST BE REVIEWED AND APPROVED. CONTRACTOR SHALL CONTACT COOT AT CHECKED BY: MSL
••• ••• ••• �j -B-8(4/o 271 so / 6� LEAST 5 BUSINESS DAYS IN ADVANCE OF BEGINNING OF WORK AT 704 432-1562.
�✓ -� 7309 S.�_ \
L / I 28. RIGHT-OF-WAY CLOSURES LONGER 77-IAN 30 DAYS REQUIRE A R/W LEASE
Q •• •• .•:•/ '� / !�� AGREEMENT WHICH WILL INCLUDE THE SUBMITTAL OF A TRAFFIC CONTROL PLAN.
1). CONTRACTOR IS FULLY RESPONSIBLE FOR CONTACTING SEE SHEET C4.2 TRAFFIC CONTROL PLANS REQUIRED 7NROUGH A LEASE AGREEMENT MAY BE
0- TREE PROTECTION FENCE/BARRICADES MUST MEET OR EXCEED TREE ORDINANCE SEE SHEET C5.O FOR DRAINAGE SCHEDULE
APPROPRIATE PARTIES AND ASSURING THAT EXISTING DIFFERENT FROM THE ONE REQUIRED DURING THE LAND DEVELOPMENT PLAN REVIEW
UTILITIES ARE LOCATED PRIOR TO BEGINNING CONSTRUCTION. NOTES. STANDARDS.
Q 1. CONTACT THE UTILITY COMPANY TO RELOCATE ANY EXISTING UTILITY POLES. ALL EXISTING AND SHEET C4.1, C4.Z FOR GRADING NOTES
AND ARE SUBJECT TO REVISIONS. THE REVISED TRAFFIC CONTROL PLANS MUST BE
2). CONTRACTOR IS RESPONSIBLE FOR PLACING BARRICADES FACILITIES WHICH CONFLICT WITH THE IMPROVEMENTS UNDER THE SCOPE OF THIS PROJECT TREE PROTECTION FENCE/BARRICADES MUST BE INSTALLED BEFORE ANY FLOODWAYLEGEND SUBMITTED AS PART OF THE LEASE AGREEMENT PROCESS FOR APPROVAL PRIOR TO SHEET NO:
Q • USING FLAGMEN, ETC., AS NECESSARY TO INSURE SAFETY MUST BE RELOCATED AT THE EXPENSE OF THE APPLICANT DEMOLITION/CLEARING/GRADING/CONSTRUCTION, AND NOT REMOVED UNTIL AFTER AN START OF R/W CLOSURES CONTRACTOR SHALL CONTACT CDOT AT [phone].
0 TO THE PUBLIC. INSPECTION BY URBAN FORESTRY STAFF. GRAPHIC SCALE
2. ALL DEVELOPMENT CREATING A TOTAL OF 20,000 SQUARE FEET OF IMPERVIOUS AREA SINCE
U 3). ALL PAVEMENT CUTS, CONCRETE OR ASPHALT, ARE TO SEPTEMBER 1978 WILL REQUIRE STORM DRAINAGE DETENTION. NO SOIL DISTURBANCE OR COMPACTION, CONSTRUCTION MATERIALS, TRAFFIC, BURIAL FUTURE CONDITIONS FLOOD FRINGE LINE (FCFFL) 29. CONS 7RUC77ON STAGING WITHIN CITY R/W LAS77NG MORE 77-IAN 30 DAYS
BE REPLACED ACCORDING TO STANDARDS OF THE NORTH PITS, TRENCHING OR OTHER LAND DISTURB/NG ACTIVITY ALLOWED IN TREE SAVE AREAS. 60 0 30 60 120 240 R W LEASE AGREEMENT CONTRACTOR
CAROLINA DEPARTMENT OF TRANSPORTATION. J. TREES WITHIN THE STREET RIGHT OF WAY ARE PROTECTED BY LAW. A PERMIT IS REQUIRED FROM FEMA FLOOD FRINGE LINE (FEEL) REQUIRES A / T.
l� THE CITY ARBORIST AT [phone] PRIOR TO THE REMOVAL OF ANY RIGHT OF WAY TREES. ALL •VIOLATIONS OF THE TREE PROTECTION REQUIREMENTS ARE SUBJECT TO FINES, AND/OR SHALL CONTACT CDOT AT [phone].
I� 4). SHORING WILL BE ACCORDING TO OSHA TRENCHING TREES OVER 8"IN DIAMETER AS MEASURED 4.5'ABOVE GROUND AND LOCATED WITHIN THE SETBACK ARE IMMEDIATE CORRECTIVE ACTION/MITIGATION. COMMUNITY ENCROACHMENT LINE (CEL)
C401
Know what's below. STANDARDS PART 1926 SUBPART P, OR AS AMMENDED. PROTECTED BY LAW. CONTACT LAND DEVELOPMENT AT [phone] FOR REQUIRED PERMITS. -ALL TREES ON PUBLIC PROPERTY ARE PROTECTED BY ORDINANCE AND REMOVAL MUST FEMA FLOODWAY ENCROACHMENT LINE (FEEL) IN FEET
C a I I before you 4. BEFORE YOU DIG STOP, CALL THE NC ONE-CALL CENTER AT 1-800-632-4949. IT'S THE LAW. BE APPROVED BY THE CITY ARBORIST [phone]. ( )
Y g' 1 inch = 60 ft.

MOORES CHAPEL ROAD
SEE SHEET C4.1
. ..... ............. _ t \ L
\\\ 7.7 \ I _ � ��� \\ \ / \ PAWTUCKrTT LA 1THAM WALTERS
/ / _\� • � \ ( Qui ROAD
, ENGINEERING� INC.
N.C. CORP. LIC. C-1 815
16507-A NORTHCROSS DRIVE
/
/'0/ / \ \ oZ
HUNTERSVILLE, N.C. 280
7
8
� ` 8484 78720 sFPHONE (704) 895
-CB. PAW VILLAGE RD FAX: [phone]
PHASE II STARVES
SITE
r \ \\ ( EX TING WETLAND A
p _ 50-
20 SDE
/ \\ TYP CAL I I �c -
I ` \\ 1I \ I J FES (✓ 30"RCP H -CUL -lN \ $
SEAL
V S -
-FES (l) Dce-1 /) CB_2ll) i / WCINITYMAP = 1 7646 I6 0° z;
- 6S0
28/
\ \I
CP N.T.S.R24 RCP / � � �
DCB-1(J) 11 _ - - l I /-660 STANDARD NOTES: �omIIII,,\�
109 _ - 7 I
,O � _ CB-3(q I 18
65 S. /� 1. COORDINATE ALL CURB AND STREET GRADES IN INTERSECTION WITH INSPECTOR.
1 16029 S.F. / =�333�
I \ / �� / / a I /I 2. ALL ROAD IMPROVEMENTS AT PAW WLLAGE ROAD AND STARNES ROAD ARE TO BE
JUL 016
COORDINATED
W TH THE CITY OF CHARLOTTE ENGINEERING DEPARTMENT PRIOR TO
CONSTRUCTION. DATE
J. DEVELOPER WILL PROVIDE STREET SIGNS PER CLDSM# 50.05 (9" SIGNS ONLY).
I \ \\\ \\ \ \ \ l l I Ce-2✓ - / / / \ 1 I I / 4. SIGHT TRIANGLES SHOWN ARE THE MINIMUM REQUIRED.
5. DIRECT VEHICULAR ACCESS TO FROM LOTS IS PROHIBITED.
I V A v CB-3(J) \ I
I CB-5(J) 15"RCP 1s"RCP ce-i(q� \\ v I ' / 6. IN ROLLING AND HILLY TERRAINS, SWEEP/NG OF THE STONE BASE AND/OR
APPLICATION OF A TACK COAT MAY BE REQUIRED NEAR INTERSECTIONS. THESE
_ - - z / h B-s/ \ I REQUIREMENTS WILL BE ESTABLISHED BY THE INSPECTOR AND BASED ON FIELD\\ \ \ I 1 I I I I ce 4(✓ /I s(✓ O� / CONDITIONS.
Z APPROVAL OF THIS PLAN IS NOT AN AUTHORIZATION TO GRADE ADJACENT
\ \ \ \\\ \ I 1 5`237 S.F. I I /- -� / \ �� \ l I I PROPERTIES WHEN FIELD COND177ONS WARRANT OFF-SITE GRADING, PERMISSION MUST
BE OBTAINED FROM THE AFFECTED PROPERTY OWNERS.
H E
- - - -
\ \ \ \\\\ \ \ Dl-1(K) 8. IN ORDER TO ENSURE PROPER DRAINAGE, KEEP A MINIMUM OF 0.5% SLOPE ON THE
I \ \ I y 1 I \
13
8605. . I / / q CURB. LGI HOMES-NC, LLC
\ \ \ \\ (\\ \ I ( II I /I O / / 9.RIGH SUBSURFACE OF-WAY DF DEEMED NECESSAR MAY BY THE REQUIRED
TIN OR. THE STREET
36 � � RIVE
ANCASTER3037 MSC 2AN D9720 10. CURB AND GUTTER SHOWN ON PLANS ALONG PAW VILLAGE ROAD MAY BE
ADJUSTED BASED UPON FIELD STAKING BY CITY ENGINEERING. ASSOCIATED STORM PHONE: [phone]
( I I I I \ \ \\\ \\ \\\\ \ I 1 Q \ \ \ \ V ✓ / / I DRAINAGE MAY ALSO REQUIRE MODIFICA77ON BASED UPON FIELD CONDITIONS. [e-mail]
/ 11. THE PURPOSE OF THE STORM DRAINAGE EASEMENT (SDE) IS TO PROVIDE STORM
73787 S.F. \ \ _ WATER CONVEYANCE. BUILDINGS ARE NOT PERMITTED IN THE EASEMENT AREA. ANY
C68 \ \ _ OTHERALSO OBJECTS
ICH IMPEDE STORM WATER FLOW OR SYSTEM MAINTENANCE ARE�
III I I \ \ \ \ \\\ \ / I FES K SDMH-1 K/ //� \\ \ \ \ \ \ \ \ \ I � � � / •I \ � �
- 12. HIGH-DENSITY POLYETHYLENE (HDPE) STORM DRAINAGE PIPE INSTALLED WITHIN N
EXISTING OR PROPOSED PUBLIC STREET RIGHT-OF-WAY MUST BE APPROVED BY 774E
178 s.F I \ \ \ / \ �- CITY'S INSPECTOR PRIOR TO ANY BACKFILL BEING PLACED. BACKFILL MATERIAL MUST
IL402 A7F BE APPROVED BY THE CITY INSPECTOR PRIOR TO PLACEMENT OF THE MATERIAL N
5725 s.F/ \ / WITHIN THE PUBLIC STREET RIGHT-OF-WAY. f ,
13. THE DEVELOPER SHALL MAINTAIN EACH STREAM, CREEK, OR BACKWASH CHANNEL < v
\ \ �j IN AN UNOBSTRUCTED STATE AND SHALL REMOVE FROM THE CHANNEL AND BANKSz
/77r
\ OF THE STREAM ALL DEBRIS, LOGS, TIMBER, JUNK AND OTHER ACCUMULATIONS. Li
\ O / 14. ANY BUILDING WITHIN THE 100+1 STORMW47ER ELEVATION LINE IS SUBJECT TO I-
\ I I 114 Q 125 \
\' \ � \ _ THE RESTRICTIONS OF THE (CITY OF CHARLOTTE/MECKLENBURG COUNTY) SUBDIVISION
\ \6790 s.F� \ \ E T C I 'IQ".
055 .F / ` ` ORDINANCE, SEC77ON 7.200.8. I I I J
O Z
Vv�,
\ I \ 66- �� 15. ANY CONSTRUCTION OR USE W17741N THE FUTURE CONDITIONS FLOOD FRINGE LINE- - �/ RCP - \ lS SUBJECT TO 77-IE RESTRICTIONS IMPOSED BY 77-IE FLOODWAY REGULATIONS OF THE\ \ \\\ I s CITY OF CHARLOTTE AND MECKLENBURG COUNTY. (D
Q 1
I III III \ \ \ \ \\ \\\ \ \ \ \ 16. ALL OPENINGS (E.G., DOORS, WINDOWS, VENTS) IN STRUCTURES BUILT ON LOT #'S
I I I I I \ \ \\ \ \\ \ \ IP,
??? SHOULD BE LOCATED A MINIMUM OF ONE FOOT ABOVE THE ADJACENT FINISHED U
I I I \ \\ \\\\ \\ \\\\ \ \`\ I \ �ns \ \ 1 I/ v 6S0 �` \ GROUND SURFACE (APPLIES TO LOTS WH/CH MAY EXPERIENCE SIGNIFICANT OVERLAND
` \ \ 33 s /1 I/ / r6 \ V � � � / \ \ FLOW NOT CONSIDERED IN THE 100+1 FLOOD ANALYSIS). J r
\ I \ \\ \ \ \\ \ \ �� I 6 / 1 1 4 7 S.F.I 117 / \ \ \ �./
I III I I I \ \ \ \ \\ \\\\` ) / U .q ) \ - 17. PE SEALED SHOP DRAWINGS FOR RETAINING WALL MUST BE SUBMITTED TO CITY X
I I \ \\ \ Is?90S� / / �` ENGINEER PRIOR TO CONSTRUCTION. > w Z
0�\ I \\ \ \ 18. AS BUILT" DRAWINGS AND PLANS OF THE STORM DRAINAGE SYSTEM, INCLUDING 0 Q II I I \ \\\ \ \ \ `1 ^ . L �\ DESIGNED DITCHES, MUST BE SUBMITTED PRIOR TO SUBDIVISION FINAL INSPECTION TO I 77! 40� - \�� THE CITY/COUNTY ENGINEERING DEPARTMENT IN ACCORDANCE W177-/ THE
CITY/COUNTYSUBDIVISION ORDINANCE. w O Q
- 19. PRIOR TO INSTALLATION, PE SEALED SHOP DRAWINGS FOR UNDERGROUND630Z w
II III \ \ \ \\\ \ \\\ \ \ \ I f ( I cB-1(L / / J / // /� DETEN77ON SYSTEMS MUST BE FURNISHED TO CITY OF CHARLOTTE ENGINEERING FOR LU1s"RCP t5" a-,.. / / �_� // �/� _ APPROVAL. (D
V
7 -CEEB (Lr _ RCP 3 I s /// 20. PRIOR TO CO, SURVEYOR SEALED AS-BUILT DRAWINGS OF ALL WATER QUALITY Q
630 BMPS AND DETENTION SYSTEMS MUST BE PROVIDED. U
• TREE PROTECTION FENCE/BARRICADES MUST MEET OR EXCEED TREE
\\ \ �� Z/ 21. PRIOR TO PLAT RECORDATION, OFFSITE R/W AND/OR CONSTRUCTION EASEMENTS
ORDINANCE STANDARDS. \ \ \\\ \ 4 / f/ �, � ARE REQUIRED TO BE OBTAINED ACCORDING TO THE GUIDELINES OF THE "OFFSITE
• TREE PROTECTION FENCE/BARRICADES MUST BE INSTALLED BEFORE \\\\ \\ \ \ - \ �-TF EC �/ I r / R/W ACQSI PROCESS . THESE NEEDED AND CONSTRUCTION LIMITS ARE
ANY DEMOLITION/CLEARING/GRADING/CONSTRUCTION, AND NOT REMOVED �\ / / Q CLEARLY SHOOWNWN ON THE ROADWAY IMPROVEMENTENT PLAN.
UNTIL AFTER AN INSPECTION BY URBAN FORESTRY STAFF. �\ \\ VA\ \ / / ��� o I 22. PER SECTION 18-175(E) OF CITY CODE AND SEC77ON 10.0 OF THE CITYS POST n Q
LWJ % /� \ \ I CONSTRUCTION CONTROLS ADMINISTRATIVE MANUAL, ALL REQUIRED NATURAL AREAS
-NO SOIL DISTURBANCE OR COMPACTION, CONSTRUCTION MATERIALS, \\ \\\ \VA \\ \ \ \ / SS \\\ \ I AND/OR POST CONSTRUCTION CONTROLS EASEMENTS (PCCES) MUST BE RECORDED
TRAFFIC, BURIAL PITS, TRENCHING OR OTHER LAND DISTURBING ACTIVITY \ \ V A\ / S \ I PRIOR TO THE ISSUANCE OF THE CERTIFICATE OF OCCUPANCY.
ALLOWED IN TREE SAVE AREAS.
•
VIOLATIONS OF THE TREE PRO TEC TION REQUIREMENTS ARE SUBJECT TO � � � � � � -o •� 10 / �C / � � 23. THE DEVELOPER SHALL CONTACT THE CHARLOTTE DEPARTMENT OF REVISIONS
\ APPROXIMATE po ' / / h TRANSPORTA77ON (GUS JORDI, 704-336-7086) TO IDENTIFY ANY CONFLICTS KITH
FINES, AND/OR IMMEDIATE CORRECTIVE ACTION/MITIGATION. \\\ \ VA\ LOCATION OF �9�� � ��N � / / i I I TRAFFIC SIGNALIZA77ON EQUIPMENT. 60- 90 DAYS WILL BE REQUIRED TO COORDINATE
EX. POND y�� ♦ I RELOCATION. DEVELOPER SHALL BE RESPONSIBLE FOR ALL RELATED RELOCATION
REV. 1 -04/19/16
-ALL TREES ON PUBLIC PROPERTY ARE PROTECTED BY ORDINANCE AND \ \ <" ��\, / / Z COST AND/OR ANY REPAIR COST CAUSED BY THE CONTRA CTORIDEVELOPER. REVISED PER CITY OF CHARLOTTE
REMOVAL MUST BE APPROVED BY THE CITY ARBORIST [phone].
\\\\\\ \ VA\ v �� �� \ /�� /�// �� /�
\\\ \ \ ` \ / -� COMMENTS
24. CERTIFICA77ON AND STREET CUT PERMITS ARE REQUIRED FOR U77LITY CUTS ON
P EY/ /�� \ \\\ III \ CITY STREETS. ALLOW 7 DAYS PROCESSING FOR PERMIT. FOR INFORMA77ON CONTACT
�/ / i-� J \ CHARLOTTE DEPARTMENT OF TRANSPORTATION (704 336 4025) OR VISIT
\ \\\ HTTP://WWW CHARMECK.ORG/DEPAR7iUENTS/TRANSPORTATION/STREET+MAINTENANCE/HOME.HTiVf
NOTES: \ \\\ \\\\\\ E.25. NON-STANDARD ITEMS lPAVERS, IRRIGA 710N SYSTEMS, ETC. IN THE1. CONTACT THE U77L1 TY COMPANY TO RELOCATE ANY EXIS77NG U 77LI TY `\\ \ \\\\ \\� �\ �\ RIGH T-OF-WA Y REQU/REAR/GH T-OF-WA Y ENCROA CHMEN T AGREEMENT W/7H THE
POLES. ALL EXISTING FACILITIES WHICH CONFLICT WITH THE \ \\\ \ \\\\ \ \� / \/ /j / / / / ��/ / / %j \\\� CHARLOTTE DEPARTMENT OF 7RANSPORTA770N/NORTH CAROLINA DEPARTMENT OF
/
IMPROVEMENTS UNDER THE SCOPE OF THIS PROJECT MUST BE RELOCATED \\\\ \ \\\ \\ \� I ! / / / / / \ TRANSPORTA77ON BEFORE INSTALLATION. FOR CITY OF CHARLOTTE MAINTAINED
AT 77-IE EXPENSE OF THE APPLICANT \ \ \ \� I / / // / / \ STREETS, CONTACT CDOT AT [phone].
2. ALL DEVELOPMENT CREATING A TOTAL OF 20,000 SQUARE FEET OF \ \\\ \\ \ 26. SIDEWALK WITHIN THE CITYS R W THAT REQUIRES REPLACEMENT AS PART OF THE
IMPERVIOUS AREA SINCE SEPTEMBER 1978 WILL REQUIRE STORM DRAINAGE \ \ \ \\\\ \ / 1 I l I / / l / / / \\\\\\ \� DEVELOPMENT AND/OR STREET IMPROVEMENTS SHOULD BE PHASED IN SUCH A WAY
DETENTION. \ \\\ \\ \\\ / / I \ \ \ \ I / I / I I ( / l \ \\\ AS TO MINIMIZE THE DURA77ON OF THE SIDEWALK CLOSURE TO THE EXTENT FEASIBLE.
\ \\� THE DEVELOPER SHOULD MAKE EVERY ATTEMPT TO HAVE SIDEWALK REPAIRED AND
J. TREES WITHIN THE STREET RIGHT OF WAY ARE PROTECTED BY LAW. \\ \ \ / \ \ \ l \ ( / \ REOPENED FOR PUBLIC USE WITHIN 30 DAYS OF REMOVAL.
A PERMIT IS REQUIRED FROM THE CITY ARBORIST AT [phone]
PRIOR TO THE REMOVAL OF ANY RIGHT OF WAY TREES. ALL TREES OVER
27. ANY WORK WITHIN THE CI TY S R/W THAT REQUIRES CLOSURE OF THE SIDEWALK
8" IN DIAMETER AS MEASURED 4.5' ABOVE GROUND AND LOCATED WITHIN
THE SETBACK ARE PROTECTED BY LAW. CONTACT LAND DEVELOPMENT \ \\\ \ \ \�\ �\ \ I �j� �� \ \ \\ I \\ \ \ \ l \ \ I I OR TRAVEL LANE FOR LESS THAN 30 DAYS REQUIRES A R/W USE PERMIT. TRAFFIC PROJECT NO.:2015.32
AT [phone] FOR REQUIRED PERMITS \ CONTROL PLANS FOR ANY SIDEWALK OR TRAVEL LANE CLOSURES MUST BE SUBMITTED
AS PART OF THE R/W USE PERMIT REQUEST. TRAFFIC CONTROL PLANS MUST BE IN SCALE: 1"=60'
4. BEFORE YOU DIG STOP. CALL 77-1E NC ONE-CALL CENTER AT ACCORDANCE WITH COOTS WORK AREA TRAFFIC CONTROL HANDBOOK (WATCH) AND
1-800-632-4949. IT'S THE LAW. MUST BE REVIEWED AND APPROVED. CONTRACTOR SHALL CONTACT COOT AT DRAWN BY:CLR
0) LEAST 5 BUSINESS DAYS IN ADVANCE OF BEGINNING OF WORK AT [phone].
CHECKED BY: MSL
-0 28. RIGHT-OF-WAY CLOSURES LONGER THAN 30 DAYS REQUIRE A R/W LEASE
AGREEMENT WHICH WILL INCLUDE THE SUBMITTAL OF A TRAFFIC CONTROL PLAN.
Z
TRAFFIC CONTROL PLANS REQUIRED THROUGH A LEASE AGREEMENT MAY BE
Q DIFFERENT FROM THE ONE REQUIRED DURING THE LAND DEVELOPMENT PLAN REV/EW
1). CONTRACTOR IS FULLY RESPONSIBLE FOR CONTACTING FLOODWAYLEGEND AND ARE SUBJECT TO REWS/ONS. THE REVISED 7RAMC CONTROL PLANS MUST BE
APPROPRIATE PARTIES AND ASSURING THAT EXISTING
0- SUBMITTED AS PART OF THE LEASE AGREEMENT PROCESS FOR APPROVAL PRIOR TO
• UTILITIES ARE LOCATED PRIOR TO BEGINNING CONSTRUCTION. FUTURE COND1770NS FLOOD FRINGE LINE (FCFFL) START OF R/W CLOSURES CONTRACTOR SHALL CONTACT COOT AT [phone].
�
2). CONTRACTOR IS RESPONSIBLE FOR PLACING BARRICADES GRAPHIC SCALE
Q USING FLAGMEN, ETC., AS NECESSARY TO INSURE SAFETY 29. CONSTRUCTION STAGING WlT7llN CITY R/W LASTING MORE THAN 30 DAYS SHEET NO:
� e TO THE PUBLIC. SEE SHEET CSO FOR DRAINAGE SCHEDULE FEMA FLOOD FRINGE LINE (FEEL) REQUIRES A R W LEASE AGREEMENT. CONTRACTOR
3). ALL PAVEMENT CUTS, CONCRETE OR ASPHALT, ARE TO . COMMUNITY ENCROACHMENT LINE (CEL) so o so so 120 240 SHALL CONTACT COOT AT [phone].
BE REPLACED ACCORDING TO STANDARDS OF THE NORTH AND SHEET C4.1, C4.2 FOR GRADING NOTES
N CAROLINA DEPARTMENT OF TRANSPORTATION. FEMA FLOODWAY ENCROACHMENT LINE (FFEL)
N-) 4). SHORING WILL BE ACCORDING TO OSHA TRENCHING ( IN FEET ) C40
1_02
Know what s below. STANDARDS PART 1926 SUBPART P, OR AS AMMENDED.
Call before you dig. 1 inch = 60 ft.

STORM A STORM E I LE,
Dsch dul+ I)S h dol+ STORMI LA THAM-WALTERS
Line Inlet Gnd/RIm Drng Total Runoff i i Flow Invert Invert Capac Line Line Line Vel D chedule ENGINEERING INC.
Line Inlet Gnd/'Rim Drng Total Runoff I I Flaw Invert Invert Capac Line Line Line Vc!I No. IR El Up Area Area Coeff Inlet Sys Rate Up Dn Full Size Length Slope Dn
No. Id FlUp Area Area Coaff Inlat Sya Rate up do Fath fixe Length Sl��p�� Ci 113 N.C. CORP. LIC. C-1815
Line Inlet Gnd/Rlm Drng Total Runoff i i Flow Invert Invert Capac Lina Line Line Vol 16507-A NORTHCROSS DRIVE
(ft) (ac) (ac) (C) ii ( i(in) (ft) (®/a) Otis) No. ID EI Up Area Area Coeff Inlet 'Sys Rate Up Dn Full Ske Length Slope Dn HUNTERSVILLE N.C. 28078
(ft) (ac) (ac) (C) (inlhr} (inlhrl (cfs) fit} i(ft) (cfs} (in) (ftl (%) (ft'`•) ! 1'nJhr! ('nJhr} (cfs) ft) (ft! {cfs)
PHONE: [phone]
14 C, 618-.955 D G3 0,1}8 0. 03 7L�3 [7.34 815.5L1� 615.38 4 51 '15 24.570 0.11.9 01.28 116 DI-(E2) 626.00 01.53 0.53 0.60 7.03 7.03 2.24 597.47' 596.00 6.45 -15 147.243 1.00 2.30 ({t) (ec) (ac) (Cl (in/hr) (in/hr) (cfs) (ft) (ftl (cfs) (in) (ftl N (ft/sl FAX: [phone]
�-���:�
13 CO Psi 621.95 0.4%. 15 CB-1E 619.15 6.34 0.30 0.00 7.03 7-03 1.52 015.19 015.07 7.43 iia 24.000 0.50 0.00
-6{ 0.44 a.6d 7.03 '.[k3 1.81-; 618,41 fii 1y.13 1 a.OD 15 95.1 a� 2 40 1.51 9 CB-3(l) 651.38 0.58 0.58 0.60 7.03 7.03 2.45 647.85 647.73 41.57 15 24.6670 6.54 1.39 \\\111111111/
14 CB-16E 619.40 6.40 0.40 0.60 7.0'3 7.03 1.69 615.95 615.83 7.43 16 24.002 0.50 0.195 .�`` N CAR
12 CS-506,5 519.81 0.161 1.45 0.64 7.83 6 74 425 515.53 615.50 7.47 18 25,571 0.51 2 40 0 CB-6(1) 054.19 0:43 0.43 0.60 7.03 7.03 1.01 650.74 647.73 9.59 15 125.890 2.39 2.34 C °°
CEI-6(E) . E7 °°°°° a
13 -6(E) 127536 .56 b_b6 0.64 7.03 7.03 2-36 fi31-171 620.05 1$27 15 130.9$6 8.00 3.
80
11 CB-3(A)-3(A) 619.00 Q.06071.20 0.60 TO 6.63 477 615.30 614.87 7.3'9- '18 86.753 8.50 270 - Q� OFESS/�
. 7 CB-7(I) 651.3$ 0.39 1.40 0.60 7-OS 6.64 5.56 647.53 646.07 7.88 15 104 791 1.40 6.96 sop
10 013-11 A') 823.00 d.SS 0,655 0.90 TOS 7.53 'S2 81'0.55- 010.43 7.43 18 ��4.000 0.50 1.31 12 CB-4(E) 1250.5fi 0.49 1.05 0.60 7.03 6.70 4.22 619.85 617.11 7.91 15 182.676 1.50 6.56 _ o SEAL o =
�. 6 C8-6(1) 655.26 0.141 0.14 0.00 7.03 7.03 0.59 $51.81 851.69 4.57 is 24-044 0.50 1.931 o 17646 o _-
613-14(A'} 524.50 0.4'" 11 DI-9(F} 631.00 0-93 0.93 0.00 7.03 7.03 3.92 627.55 023.20 13.70 15 90.001 4.50 4.93 28 16 0
0.�47 0.64 7.03 7.f!3 1 98 521.00; 620°.55 5.78 15 50.000 5.8+4 3.94 5 CS-5(1) 655.25 0.09 0.23 0.60 7.03 6.80 0.94 651.49 649.76 12.95 15 43.000 4.02 1.68 '7i'x a F
1/0/10
� ��o
10 CB-10(E) 626.75 0.87 0.$7 0.60 7.03 7.03 3.67 623.04 623_$2 4.57 15 23.0$6 0.50 4.14 % °°"GINE,°°
B D13-13(/4 624.88 8.841 8.81 Q:£rl] 7.{}3 6,60 3.85 620.46 620.86 5.77 15 50.688 a:ad 488 4 CB-4(1) 654.12 0.72 0.95 0.00 7.03 G.SS 3.74 840.56 646.40 11,2.1 15 104.871 3.01 4.72 �''�yFL L S. �'p`��\
7 C8-12(A) 673.50 0.31 11 12 0," 7.03 6.90 4 67 8115,119 616.11 0.30 18 60.000 0.80 412 9 DCB-14(E) 652.27 0.20 0.20 0.60 7.03 7.03 O.SA 64$_92 648.80 4.57 15 24-000 0.50 0.69
3 C13-3(1) 649.95 0.85 1.80 0.60 7.03 6.43 6,94 646.15 045.80 10.57 18 34.5265 1.01 6.38
6 CO-10A) 623.00 8.34 201 0.60 7.03 6.72 $.13 618,21 618.81 9.39 18 50.000 8,90 5.98 6 DCB-13(E) 652.27 1.17 1.37 0.60 7.03 5.67 5.614 648.55 646.13 7.41 16 84.277 0.50 3.19
2 DCB-2(I) 649.65 0.67 3.87 0.60 7.03 6.40 14.85 645.30 044.98 26.10 24 24.008 1.33 7.34
r, CB-9(Ai 622.50 0.52 253 0,60 7.03 6.67 10.12 618,61 617.97 10-83 18 60,161 1.06 6.97 7 CB-12(E) 654.35 0.40 1.77 0.60 7-03 6.75 7.17 547.93 644.30 17.01 18 138.289 2.63 6.79 JULY 28,2016
1 D1;BI-11(1) 649.65 0.24 4.11 0.60 7.03 6.38 15.73 5414.78 644.09 22.54 241 69.476 5.419 DATE
4 Cf3-8(/4j 521.87 0.26 2 79 0,60 7.03 6.63 11.(}9- 517.47 618.04 20.82 24 37.896- 0.85 0.65 6 C8-11(E) 648.56 0.14 1.91 0.60 7-03 6.60 7.57 644.18 622.75 31.51 16 237.167 9.00 4.91
3 CB-7(A) 620.87 0.31 3.10 8,60 7.03 6,51 12.11 616.44 615.44 22.62 245 100,008 1.00 7.32 5 MST) 626.75 0.43 4.14 0.60 7-03 6.38 15.85 622.55 615.71 23.83 1B 132.820 5.15 8.97
2 C0-2(k 010.87 0.31 4 01 0.90 7.013 0 41 17,72 014.54 694.42 29.87 30 24.000 0.90- 0.99 4 CB-15E 619.41 0.27 4.81 0.60 7.03 6.32 18.25 615.21 614.70 31.21 24 26.788 1.90 5.81
I CG-1(A 519.87 0.31 4 92 0.64 7.01 6.38 18.83. 5141.22 614.00 29.07 30 43.878 0.54 4.52 S C8-2E 619.16 0.38 5.55 0.60 7.03 6.31 21.00 614.20 613.58 29.09 30 123.258 0.50 4.25 STORM)
2 013-3(E) +620.85 0.59 7.19 0.60 7.03 6.20 26.73 613.36 613.23 32.39 30 24.000 0.62 7.37 Dschedule
1 C113-7(E) 620.86 0.67 7.86 0.60 7.03 6.18 23.1'.4 613.03 612.00 39.20 30 112.775 0.91 56.44 -
Line Inlet Gnd/Rlm Drng Total Runoff i i Flow Invert Invert Capac Line Line Line Vol
No. ID EI Up Area Area Crieff Inlet Sys Date Up Dn Full Size Length Slope Dn --�
STORM B
Dsch£dule STORM (ft) (so) (ac) (C) (irdhr) (in/hr) (cfs) (ft) (ft) (cfs) (in) (ft) I%) (ftls)
LGI HOMES-NC, LLC
Line Inlet GndiRlm Drng Total Runoff i i Flow Invert Invert Capac Line Line Line Vol Dec'h■edule 6 CB-4(J) 634.41 0.52 6,52 0.60 7.03 7.03 2.19 630.96 630.64 4.63 -15 23.354 0_51 -1.79
No. ID EI Up Area Area Coeff Inlet Sys Rate Up Dn Full Size Length Slope Dn r rr r r 3037 SHERMAN DRIVE
Line Inlet Gnd/Rlm Drng Total Runoff i i Flaw Invert Invent Capac Line Line Line Vol S DI-6(J} 538.04 1.07 1.07 0.80 7.03 7.63 4,ai 634.,x, 534.42 4.55 iv 2£.104 0.,0 3.58 LANCASTER, SC 29720
No. ID El Up Area Area Coeff Inlet Sys Rate Up Dn Full Size Length Slope Dn 4 CB-5(J) 640.56 0.18 1.26 0.60 7.03 7.00 5.25 634.22 631.46 10.12 15 106.476 2.60 5.38 PHONE: [phone]
(ft) (ac) (ac) (C) (inlhr) (inlhr) (cfs) (ft) (ft) (cfs) (in) (ft) (°�b) (ftfs)
[e-mail]
12 113I-3{13) 635.50 1.74 1.74 0.50 6.31 6.31 6.59 631.55 630.15 6.78 15 126.938 1.10 6.30 (ft) (ac) (ac) (C) (in/hr) (in/hr) (cfs) (ft) (ft) (cfs) (in) (ft) (ft/sl S CB-3(J) i83d-90 0,0$ 1.85 0.50 7-03 6-89 7.64 630.59 630-414 824 18 2A-4.04 0.62 4.76
11 HW B 636.32 3.81 3.81 0.80 5.50 5.05 12.94 831.04 030.45 15.98 24 110.252 0.50 4.12 2 CB-2(J) 6534.69 O.dO 2.25 0:60 7.03 6.85 9.25 630.24 629.04 11.74 18 96.054 1.25 7.36
( ) 4 CB-4(F} 641.6+7 6.75 0.75 0.60 7.03 7.173 3.16 636_x2 638.10 4.57 15 24.000 0.50 2.58
10 C13-7(13) 637.03 01.30 0.30 0.60 7.03 7.03 1 27 633.58 633.46 4.53 16 24 331 0.48 1.03 r nr r r r r r 1 DCB-1(J) 632-74 0.+45 2.70 0.64 7.03 6.77' 10.'97 024-35 824-00 22.59 24 35.093 1.00 3.73
� CB-3(F} 641.67 0-�0 1_�� 0.60 7.03 6.99 8.24 $37,90 634.7,5 13 .�05 1 J 79-4$0 4.41 x.51 � N
9 CB-9(13) 652.65 0.60 0.60 0.80 7.03 7.03 2.53 648.75 639.00 16.46 15 150.000 6.50 3.33 2 DCB-2(F) 638.97 0,61; 1.81 0.610 7.03 6.92 7.52 634.56 822-00 2042. 15 116.453 10.00 15.36 W co
8 Cg-8(B) 842.56 0.75 1.35 0.60 7.03 6.70 5.42 638.80 633.46 11.94 i5 156.232 3.42 55,.69 1 SDMH-1(F) 628.00 0.01 1-8"2 0.01 7.03 5.87 7.47 616.3• 616.00 x3.44 i5 31.210 0.99 6.205 U) U
7 C3-6(B) WAS 0.63 2-20 0.60 7.03 6.55 8.961 633.21 633.01 9 Gi 19 23.979 0.84 6.18 vQ' Z
6 CB-5(B) 837.70 0.11 2.39 0.60 7.03 6.53 9.36 632.81, 832.57 10.50 18 24.011 1.00 6.71
STORM K = W
5 0B-4(B) 637.70 0.30 6.S0 0.00 7-03 5.513 21-78 630.26 629.10 22-82 24 113.958 102 7.92 STORMGDsCh�dul@ w
4 CB-3(B) 633.30 0.31 8.65 0.60 7.03 5.54 28.40 628.90 626.14 53.22 24 49.852 5.54 9.04 r n
CB-28 830.73 {3.16 8.71 0.60 7.03 5.52 28.$5 fi25.64 625,51 29.00 3(1 26;.000 0.50 6.37 Dsch -►dule Line Inlet CndlRim Drng Total Runoff i i Flow Invert Invert Capac Lina Line Lina Val W O v
( ) No. ID EI Up Area Area Coeff Inlet Sys Rate Ufa Dn Full Size Length doper Dn
Line Inlet Gnd/Rlm Drng Total Runoff i i Flow Invert Invert C#pec Line Ling Line Vol (v n � W
2 CB-1(B) 630.40 {3.20 8.91 0.60 7.03 5.51 29.44 625.31 623.$0 41.04 30 150.804 1.00 8.59 No. ID EI Up Area Area Coeff Inlet Sys. Rate Up Dn Full Size Length Slope Dn z
1 SDMH-2(B) 629-33 0.01 8.92 0.01 7.03 5.44 29.06 623.61 623.26 41 A3 30 34.204 1.02 6.43 (ft) (ac) (ac) (C) (in/hr) (indhr) (cfs) (it) (ft) (cfs) (in) (ft) m (fti's)
Q U
(ft) (ac) (ac) (C) (inlhr) (in)hr) {cfs) (ft) (ft) (cfs) (in) (ft) {°7Q) (ft/s) 6 DI-1(K) 622.00 0.47 0.47 0.60 7.03 7.03 1.98 618.55 617.38 6.47 15 11&517 11.00 14.63
I CB-5(G) 615.15 0.37 0.37 0-60 7.03 7.03 1.56 611.70 6.11.58 4.57 -15 24.004 0.50 1.27 5 DI-3(K} 838.00 1.89 1.89 0.80 7-C3 7-03 7-97 634.55 633.39 10-77 15 A1.868 2.78 7.94 J � � 0
W
x
9 CB-9(G) 6125.15 0.43 0.43 0.00 7.03 7.03 1.81 '019.94 012.25 14.617 15 143.078 5.37 2.49 4 C13-2(K) 636.84 0.24 2.13 0.60 7.03 7.00 8.94 633.10 632.50 10.95 15 24.804 2.88 8.03 > W
8 CB-7(G) 616.83 0.47 10-47 0.60 7.03 7.03 1.96 613.83 613.51 4.57 15 24.000 0.50 3.59
3 613-1(K) 036.85 0.74 287 0.00 7.03 6-08 12.03 632.25 622.08 29.70 18 128.150 8.00 6.81
STORM C 7 DI-8(0) 619.50 1.63 1.66 0-80 7-03 7.03 5.88 613.47 C-13.21 10.50 19 26.000 1.00 6-341 Q U
2 8DMH-2(411) 626.58 0.01 2.88 0.01 7.03 6-89 11.97 621.94 621.4141 10.54 IS d5.676 1.01 l3.72 W
O
s h dol I; CR-6(G) 616_$3 0.17 2-27 060 703 6.95 9.48 612.09 610.86 22.85 24 122-665 1.00 3-02 1 SbMH 1(K) 025.00 0.01 3-363 0.01 7-03 5-76 13.43 612-35 E12_b0 10-52 9$ 34.672 1.00 7-72 � � U)
5 CB-4(G) 615.15 0.12 2.76 0.60 7.03 5.77 11.22 610.66 610.5;3 15.93 24 26.204 0.50 3.57 � W O
l .rlr liylr�t Gnd/Rlm Dmg Total RIlFItIff I 1 Flaw' Invert Invert Capac Line Line Line Vel � UI
K IG EI Up Area Area Cowif Inlet Sy% Rate Up Dn Full 'Size Length Slope Dn 4 CB-3(G) 616.38 0.26 3.458 0.80 7.03 6.50 13.65 610.33 610.20 16.65 24 24.004 0.54 4.35 ♦ 1 Q ��1
3 CB-2(G) 616.35 0_'38 4.01 0.60 7.03 6.57 15.81 610.00 606.97 27.11 24 210.842 1.44 6.90 STORM L v J v J
(fti (ac) (ac) (C) (irtlhr) (inlhr) icfs) (ftp 011 (cfsl' (inV0 (° l 0051
�
2 rOMK) 612 ',0a 44 044 0.60 7.03 7.533 1 86 6D8,10 6617 86 646 15 24,000 1 as 3.14 2 DCB-1(G) 611.17 0.95 4.96 0.60 7.03 6.41 19.07 606.77 606.80 22.62 24 97.000~ 1.00 8.07 >
C�S�h�d u l e
1 SDMH(G) 606.77 0-01 4.97 0.01 7-03 6.34 18.86 605.60 605.00 24.71 24 84.000 0.71 6.39
1 DCB-2(C) 612.10 f `-1 5) 95 060 7.03 7.N 3.59 607.66 606.00 14.46 15 33,111 5.01 3.69
Line Inlet Gnd/RIm Drng Total Runoff i I Flow Invert Invert Capac Ling Line Line Vol Q
No. ID EI Up Area Area Coeff Inlet Sys Rate Up Dn Full Size Length Slope Dn
(ft) (ac) (ac) (C) (in/hr) (in/hr) (cfs) (#t) (f#) (CfB) (in) (ft) M) (ft/sl
Dschedule STORM D STORM H VISIONS
1 CB-1(L) 636.56 0-15 1.41 0.60 7.03 6,65 8.63 632.59 632.43 4.65 15 30.326 052 4.91
Dsch d u l 2 CB-2(L) 830.56 033 1 26 0-00 7.03 6.6a 5.05 632.9• 8312.79 4.57 15 24.000 0.50 4.11
Line Inlet Gnd/Rlm Drng Total Runoff I i Flow Invert Invert Capac Ling Line Luna Vol V 3 CB-3{L) 8,417.73 0.62 0 i''• 0 60 7.0$ Fa_85 3,$2 644.08 5633.11 17.34 15 152.051 7 21 3,12
No. ID Ell Up Area Area Coeff Inlet Sys Rate Up Dn Full Size Length Slope Dn Line Inlet -GncilRirn 15mg Total Runoff I I Flow Invert Invert Capac Llne Line Lino Vol
Nei- ID EI Up Area Area Coeff Inlet Sys Rate Up Dn Full Slzo Length Slops Dn 4 C04(L) 649.62 0.10 0-31 0.60 7.03 6.92 1.29 645.65 644-29 11,53 1S 43.000 3.19 2.26
(1t) (ao) (acl (C) (mlhr) (inlhr) (cfs) (ft) (ft) (cfs) (in) (ft) N (ftls) 5 Cg-5(L) 649.62 0.10 13.21 0.60 7-03 6-97 0.88 $45.97 545.85 4.57 15 24.000 0.50 1.94
lft} (ac) (ac) (G} (inlhr) (ln/hr) tots) 1(ft) (it) dcis) (in) (ft) I%) (ft/s)
8 CB-5(D) 617.90 0.37 0.37 0.60 7-03 7.03 1.56 614.45 614.33• 4.57 -15 .2 3.9i;2 0.50 1.27 0 CB-6(L) 050.S5 0.11 17.11 0.00 7.03 7.03 0.46 047.50 646.17 14.37 15 26.670 4.95 1.09
14 01-4(H) $32.016 0.55 0.56 50.60 7.0'+ '';613 2.36 62$_55 62'8 2�� -.55 15 54.472 0.610 2.08
7 CB-B(D) 625.90 0.38 0-38 0.60 7.03 7.03 1.60, 62245 017.52 14 34 15 100.000 4.93 2-68
13 CB-2(H) 627.48 0.16 0.16 0.60 7.03 7.03 0.67 624.03 6.23.91 =.57 15 24.000 0.50 0.556
6 CB-7(D) 620.97 0.60 0.98 0.60 7.03 8.88 4.04 617.32 816.23 12.68 15 54.180 3.86 3.30
12 CS-14(H) 661.10 0.u2 0.92 10.60 7.rj^ 7.113 3.88 667.65 657.53 x.56 15 24.016; 0.50 4.17
5 CB-G(D) 619.44 0.31 1.29 0.60 7.03 6.82 5.28 614.99. 614.29 10.65 16 68.020 1.03 2.99
11 CB-13(H) C%1.06 0.17 1.09 0.80 7.43 7.00 4.58 057.46 867.08 6.43 15 37.361 0.99 6.60
4 CR-4(D) 617.91 0-50 2-16 0.60 7.03 6.72 8-70 614.09 613-76 7.38 19 64.830 0-49 4.93 10 CB-12(H) 1660-65 0.18 1.27 0.60 7.03 56.97 5.31 656.88 655.761 7.92 15 74.509 1.84 6.29
STORM~
3 CB-3(D) 618-80 0-62 2.78 0.00 7.03 0.68 11.11 613.44 612-72 15.97 24 130.494 0.50 3.59
9 CB-1 f(H) 6859.2; 0.25 1.52 0.030 7.133 13..91 6.30 655_ 849.63 13.94 15 127.328 4,66 6.52
2 CB-2(D) 621.64 0.54 3.32 0.60 7.03 6.52 12.98 612.5.2 612.46 15.99 24 24.000 0.60 5.00 6 CB-10(H) 653-03 0.41 1.013 0-60 7.03 6.82 7.80 0340-44 648-60i 0.77 15 24.034 2.20 8.01 Dec h ed 1 4+!,I PROJECT NO.:2015.32
1 C13-1(D) 621.64 0.06 3.38 0.60 7.03 6-50 13.18 612.20 612.00 15.99 24 .40.000 0.550 4.78 7 CB-9(H) 6;52.97 0.15 2.08 0.60 7.03 6.80 8.49 648 69 648.38 8.15 15 19.454 1.59 7.54 SCALE: N.T.S.
Line IrdFk GndiRmm Drng Total Runoff I I
Flow Invert Invert Capac Line Line Line Vel
6 SOMWB(H) 651.83 0.01 2.09 0.01 7.05 6.79 8.47 648 18 642.5T 14.48 15 111.608 5.00 6.91 No. Ids EI L p areEi Area Cuff Ir,l-;.t Sys Rate Up fan Full Size Length Slope Dn DRAWN BY:CLR
a CR-7(H) 6;4,6.02 0.20 2.29 0.60 7.0:' 6.72 9.19 u642.37 641.95 8.55 15 24.000 1.75 7.49 CHECKED BY:MSL
4 CBw5(H) 646.02 0.12 2.41 01.60 7.03 6.71 9.66 1540.00 636-02: 24.52 18 73.000 5.145 7.53 (ft) (ac) (ac) (C) (inihr) lir-,.hr) {r.fs) (ft) (ft) (cfs) (in) (ft) (114) (ft.'s)
3 CB-5(H) 839.72 0.12 2.53 0.60 7.03 56.88 10.07 835.82 630_8 28.01 is 81.000 6.14 13.77 DCD-2M 624.191 0 v°0 0.3.3 0.60 7.03 7.04 1.27 616.74 616.62 4 57 15 24.000 0:54 -' 1
2 CB-3(H) 5634-55 0.11 3.20 0.60 7.03 6.63 12.68 628.03 623.69 23-88 18 83.957 5.17 7.18 1 DG5-1(Mr 620.19 i) 341 D 84 a-8�3 7.03 6.99 2.69 616.42 616.00 S 61 15 23.646 1 75 2.F.R
E 1 6'B-1(H) 1527.48 0.09 3.45 0.60 7.03 56.58 13.58 623.19 623.OD 16.03 24 37.889 0.50 4.87 SHEET NO:
0
-4--j
cn
N
t
C500

640 WZ /
Pur STA: 8+8 .10
LA TTIA1-WAL TERS
PV1 STA: 1+23.72 PV1 STA: 3+87.10 PVl ELEV.- 62 .22 ENGINEERING, IN
PV1 ELEV.• 614.63 PVI ELEV.• 612.00 L C. 499 9 N.C. CORP. LIC. C-1 815
K. 22.22 _ K. 29.04 co- 16507-A NORTHCROSS DRIVE
LVC. 199.98 LVC.• 100.01 HIGH PT. STA: 8 97.09 N �v N
N HIGH PT ELEV. 23.12 0, c0 HUNTERSVILLE, N.C. 28078
LOW PT. STA: J-66.1J r\ N o N p N nj PHONE: [phone]
N n o o LOW PT ELEV. 12.35 o N °+° N oo N �� N (0 FAX: [phone]
") c0 �,i O r< LO ri N O + N p .,
N N rrj + nj n 0� co + c0
j
O c j c0 c0 �o j j �j 2 O
U U
�i 4i W W m m ,to tzl , ~ � �, p�o�FES�p,
630 � � � � � � � � `� `� �1 � ? ? �.�` :( .00000,, o
EX. CB-58 -1 o �
STA 0+48.49 g
h /=
RIM (@ E.P.): 621.95 �m j SEAL 1 7646 o
INV. OUT. 618.00 -� N = 0 o z
U EX. GROUND o ` `-o �2, I/19 Q
EX. CB-59 "�co N : `°°FNGINEEo°STA 0+48.28
RIM @ E.P.): 62 .97 o m / 0i m n �o W ` o �o '%,�yF*L°°So �p,��`•
o INV IN: 617.56 ( . CB-58) �- �' '� 00\- o-1,
z o
INV. OUT. 617.36 0U) Cc ? Q g »
� W O ti X 2 2
V Ili � 2 Q) _- JULY 28,2016
N � ? o / Q > >
PROPOSED SINGLE-SPAN n IDGE I PROP. GRADE DATE
1 @ 55' 21" CORED SLAB ro ti ZEBECKINHALL DR.
620 105° SEW, 4' END BENT APS o u)
O
O
O + + N YURMAN RD. 5 40%
O N n Nco 0 2.44% p P@ 2•
/ 15 R
Q) C/) Amw
U U O W U A*
+ ® � sk
� I
al
_---SS-- 136 LF.
S-- S-- � � 1'■'I M
w
-1.009, 24" RCP @ 0.509
24 L.F.
4_�WPROP. BRIDGE24RC @ 0.509 -- -(DESIGN BY K l ASSOC. OF NC) � � W
LGI HOMES-NC, LLC
610 Cl- 3037 SHERMAN DRIVE
100 R FUTURE WSEL 6019.61 = N. 24 L.F. LANCASTER, SC 29720
100 YR WSEL 606.77 15" RCP @ 1.009 PHONE: [phone]
-_ [e-mail]
25 YR WSEL 60 .96
-
LOW SIDE LOW Clj.PfRD
N
00
W W
U v C/
CLASS 11 RIP RAP Q Z LL
600
0 EXIST. SSWR LINE KEYED IN 3.5' (TYP.) LU 1­ O
n � X �
� W
W0 �
EXIST. SWR LINE 0 '
(D Q Q Z
4< <
PAW VILLAGE ROAD EXT. STA. 0+00- 11+00 J _j
J
1"= 40'(HORZ.) X 0.
1"= 4' ERT.) W W 0
590 Q (D 0
00 N N �o
CXD ° 00 ° N 00 d o n 0 0� N N d o O �n p a0 N °O 4) o0i v O o o�oiLLJ 0 < +
N o ao �ci tl �"i N cv o "� N of O N N o W
CO <o o o cp oo o c0 0o cp o cp oo cp ° O o cp ° c0 cp ° c0 No ° N � No ° (0 co o co
��// W
0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 L.L (D
NOTES:
U < O
THE DEVELOPER SHALL CONTACT THE CHARLOTTE DEPARTMENT OF TRANSPORTATION (GUS JORDI, 704-336-7086) TO IDENTIFY ANY CONFLICTS WITH TRAFFIC SIGNAL12ATION EQUIPMENT. 60-90 DAYS O
WILL BE REQUIRED TO COORDINATE RELOCATION. DEVELOPER SHALL BE RESPONSIBLE FOR ALL RELATED RELOCATION COST AND/OR ANY REPAIR COST CAUSED BY THE CONTRACTOR/DEVELOPER.
EX. FES-8 FEMA FLOOD FRINGE LINE CERTIFICATION AND STREET CUT PERMITS ARE REQUIRED FOR UTILITY CUTS ON CITY STREETS. ALLOW 7 DAYS PROCESSING FOR PERMIT. FOR INFORMATION CONTACT CHARLOTTE DEPARTMENT OF
O
I
TRANSPORTATION (704-336-4025) OR VISIT HTTP://WWW.CHARMECK.ORG/DEPARTMENTS/TRANSPORTATION/STREET+MAINTENANCE/HOME.HTM' FEMA FLOOD FRINGE LINE NON-STANDARD ITEMS (1E.• PAVERS, IRRIGATION SYSTEMS, ETC.) IN THE RIGHT-OF-WAY REQUIRE A RIGHT-OF-WAY ENCROACHMENT AGREEMENT WITH THE CHARLOTTE DEPARTMENT OF FUTURE CONDITIONS FLOOD FRINGE LINE
TRANSPORTATION/NORTH CAROLINA DEPARTMENT OF TRANSPORTATION BEFORE INSTALLATION. FOR CITY OF CHARLOTTE MAINTAINED STREETS, CONTACT COOT AT [phone].
ANY WORK WITHIN THE CITY'S R/W THAT REQUIRES CLOSURE OF THE SIDEWALK OR TRAVEL LANE FOR LESS THAN 30 DAYS REQUIRES A R/W USE PERMIT. TRAFFIC CONTROL PLANS FOR ANY
FUTURE CONDITIONS FLOOD FRINGE LINE SIDEWALK OR TRAVEL LANE CLOSURES MUST BE SUBMITTED AS PART OF THE R/W USE PERMIT REQUEST. TRAFFIC CONTROL PLANS MUST BE IN ACCORDANCE WITH COOT'S WORK AREA TRAFFIC PROP. 5' CONCRETE SIDEWALK \
CONTROL HANDBOOK (WATCH) AND MUST BE REVIEWED AND APPROVED. CONTRACTOR SHALL CONTACT COOT AT LEAST 5 BUSINESS DAYS IN ADVANCE OF BEGINNING OF WORK AT [phone]. WITH $' PLANTING STRIP (TYP.) SHIM BUFFER 76 75
CONSTRUCTION STAGING WITHIN CITY R/W LASTING MORE THAN 30 DAYS REQUIRES A R/W LEASE AGREEMENT. CONTRACTOR SHALL CONTACT COOT AT [phone]. 100 7099 S.F.
6544 SF REVISIONS
/ I RIGHT-OF-WAY CLOSURES LONGER THAN 30 DAYS REQUIRE A R/W LEASE AGREEMENT WHICH WILL INCLUDE THE SUBMITTAL OF TRAFFIC CONTROL PLAN. TRAFFIC CONTROL PLANS REQUIRED (� O
PROP. LARGE MATURING STREET TREES @ 40'-50' O.C. THROUGH A LEASE AGREEMENT MAY BE DIFFERENT FROM THE ONE REQUIRED DURING THE LAND DEVELOPMENT PLAN REVIEW AND ARE SUBJECT TO REVISIONS. THE REVISED TRAFFIC CONTROL PLANS �� \MUST BE SUBMITTED AS PART OF THE LEASE AGREEMENT PROCESS FOR APPROVAL PRIOR TO START OF R/W CLOSURES. CONTRACTOR SHALL CONTACT COOT AT [phone]. �~ L=71.08', R=150.00'
Q
PROP. 5' CONCRETE SIDEWALK (� � A=27.15, tan=36.2184 Cos �
�- WITH 8' PLANTING STRIP (TYP.) �w ¢� cos30'x30" STOP SIGN o`s" FES (D) PROP. 8"
\ f PROP. 2'-0" VALLEY GUTTER _ WATER LlN
tis BECKINHALL DRQ �,`�s. `"
ANSI TION FROM PROP PAW VILLAGE RD. EXT /
PROP. 8" SIDEWALK TO � � O S°
�'
a FES (C) 56 PUBLIC RAW �� ) ���A „ V o
SEE SHEET C6.5�
� WATER LINE 8' SIDEWALK w / � 9 � :J
)��t
BRIDGE LOCATION I v
8 __
m
� \ _ BOTHSIDES '�
• . r
- - r
a
-- "� ' \ ••. � p PROP � �`� �S
r I \\ �/ _
M
• 8"
„� . • ° S S
Wv
•
-- � (ryp�
N82° 56' 46"W 8 s+oo N82° 11 J
I PROP. 2'-0" VALLEY GUTTER C -4(A)' X15 CB 5(A)
- - - - -
S73 13' 17"W 3+oo a o
2a oD I R 15" 50 58' 279.44' v
331 S.F. �S' P -11 -1 CB-6(A) N
C
92.50 � � DCB-1 CJ �� ^ °\ \ � � ,D'�L�'�.I���c'� • �9� �� � � ` B-2(D) 24
00rM
EX. CB-59
C�6 �5' T PROP. PAW VILLAGE D. EXT.
(P PRO LARGE MATURING STREET o
/ �� _� \ \
kSA
RO(`� TREE @ 40'-50' O.C. 6 PUBLIC R �,
A.X. CB-5 r sx \ � 5 x PROJECT NO.:2015.32
00 L=235.23; R=500.00' PROP. BRIDGE \ - oo --
ok� // - =26.95, ton=119.8308 �e (BY OTHERS) j SS L=156.49, R=290.00'
PAW CREED TIE-IN TO EXISTING \ SCALE: 1"-40'(H) & 1"=4'(V)
,1, o � �° A=30.92, tan=80.2025 S� 20
VILLAGE i/ PAW VILLAGE ROAD �� °Q S � rs � zr
• r9 0
, SS SS 15 16 17 5850 S.F. DRAWN BY:CLR
PHASE I ✓ l D ------ ------ S.F. 5850 S.F. 6388 S.F.
/ _ ���e z l 7643 S F. 5850 S.F. 5850 S.F 5850
EX. 4' CONC. SIDEWALK sBSD SF.
o / ➢ o / /
W1 4' PLANTING STRIP & CHECKED BY: MSL
o z o D Cos \
2'-0" VALLEY GUTTER
(PAW CREEK VILLAGE PHS I) m / / Z � { ��� L=101.55; R=290.00'
�L z o° A=20.06, tan=51.2991
1). CONTRACTOR IS FULLY RESPONSIBLE FOR CONTACTING Z m GRAPHIC SCALE
APPROPRIATE PARTIES AND ASSURING THAT EXISTING 6 {;
• UTILITIES ARE LOCATED PRIOR TO BEGINNING CONSTRUCTION. ��/ c�- (� v
2). CONTRACTOR IS RESPONSIBLE FOR PLACING BARRICADES FEMA FLOOD FRINGE LINES 1�T' 40 0 20 40 80 160 SHEET NO:
USING FLAGMEN, ETC., AS NECESSARY TO INSURE SAFETY / �� �
0 TO THE PUBLIC. FUTURE CONDITIONS FLOOD FRINGE LINE 0
\
3). ALL PAVEMENT CUTS, CONCRETE OR ASPHALT, ARE TO
P�GO�G
BE REPLACED ACCORDING TO STANDARDS OF THE NORTH ( IN FEET )
CAROLINA DEPARTMENT OF TRANSPORTATION. i
1 inch = 40 ft.
SHORINGTRENCHING C600
Know what's below.
4) STANDARDSILL PART 1926 SUBPAR P,BE ACCORDINGSHA OR AS AMMENDED.
Call before you dig. 733' SF

N m'
� Lri /
+ cuo
660 N
W LAT TAM-WALTERS
PV` STA: 16+80. 5 PVl STA: 19+98.01 ENGINEERING, INC
PV` ELEV.• 637. PVl ELEV.• 641.79
K. 34.70 K.• 20.00 N.C. CORP. LIC. C-1 815
LVC: 127.33 LVC.• 137.40 16507-A NORTHCROSS DRIVE
CO HUNTERSVILLE, N.C. 28078
PHONE: [phone]
`O
LO rn `6 FAX: [phone]
c0 o N co
UU V U U U U U \00\\111Iiiil����
CA �i
R, > i
Q1 Q1 o m m W W m m W 0 :�\��� ESS%R o
4 Io
650 co / SEAL o =_
17646 o -
-moi °°
C' -;tW O O ' (`°°FNGINZ. EE�oo �
co 0
o .
C'4 4i O
JULY 28,2016
K m ^ m O DATE
OHO = v1D ?
q 1 O+ LLj (Z --
640
m m
O I
PV ST : 12+56.46 o 0
P Vl E EV. 616.83 CB-1(B) O N N /
K 27.01 STA 15+36.6 m CN -� ao
L V : 187.34 n � o 0
RIM (@ E.P.): 630.40 I r�
INV IN: 625.51 (CB-2(B))
LOW PT : sk
12+16.81 o U /
LOW PT�ETLAiV.• 618.16 N INV. OUT. 62 .31 m ? ' p
(No � LO -� - N Z PATISHALL LANE
�O PROP. GRADE 'm �D 24 L.F.
m ® N LGI HOMES-NC LLC
18" RCP © 1.009 �: +
R, j �� j j I Q Qr00
Ql Ql O m Z
O m N -
108 L.F. � � 3037 SHERMAN DRIVE
co d 24" RCP 0 0.509 Q LANCASTER, SC 29720
------------
O
- -------------------
24'
Imp N 114 L.F.
630 o N RCF ® 1.029
-_____ -------------
[e-mail]
W --
---- ---
co a o + p o ��F 50- --
---
aWoo � a `,o % 50 p5
�, O I A --
N� z ? o m
oor, 2
N ■
C) cno; 00Q
N
01 I r '� Lr) ^ -
N W
0 J
� �
co : � � � �0 2p 6 L.F. U
co-:,, n O - N 0" RCP © 0.509 Q z
-� + o � Q) 22 LL
a _ L
p ® 00 O O HLLJ � N 2 O
NI 2 j� N 0
p 00 �� 2 2 %L' A 93% EX. GROUND �-
620 0 (0 o;
mQ p 0 W ry
W J ^^
L.L
� Q
o
®'3136% Q = Q
c
2 U
-----------------
6
L.F. 1 R J U O Q
=- 65 L. - ® 1.039 =_
W 18" RCP ® 0.5 0 -
-- �- PAW VILLAGE ROAD XT. STA. 11+00-22+00 W UJ
� w 1"= 40'(HORZ.) 0 zo
1"= 4' ERT.) Q
610 oo rnoco) � o o t0 o t0 o co o
Lu 0
Q-
W
N � Lr) � 0) to W l
Q) d � � �o � 0' W NN V o O O JOp N pp rF Od cp Q6 Q6
QC �0 Q0 co �0 to
Q C:)
11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 J
71 6464 S.F 6000 _S,F 6000 S.F. 6000 S.F. 6000 S.F. L.L
NORTN 6 S F / '
�0�E PROP. 5' CONCRETE SIDEWALK
72 �� ����E/ WITH 8' PLANTING STRIP (TYP.) ! 2�k66
6814 S.F. R�Nc,E 000/ 2'-0" VALLEY GUTTER PROP. 8" 6� A30" STOP SIGN REVISIONS
C 000 � 629 S F
%
F �o�° 5 WATER LINE
I PATISHALL LN. 6044 SF +o�
i c�/ -ROP. PAW VILLA GERD. EXT. r,,,s_
21 \
- 56'PUBL C R/W - % SEE SHEET C6.3) �� j L=31.07; R=150.00'
- -• - 1 - --
_ -
23 S.
F. .7 N26
• s"RCP � 4 11 tan 15.5921
v v
e
ce-1�) 225
L=203.97; R=150.00' - -- --- �� CCB-5(B) �� L=113.12; R=164.83 +oo
A=77.91, tan=121.2717 .. 13+00 14+0o N5° 02' 12'W 15+00 �= 16+00 h 17+00 --j; _ _ �o\
_ __ 4-39.32, tan-58.8897
429.24' o h ° 413'
CD B CB-7(D) 15"RCP CB-8(D) CB-2(B), CB-3(8) CB-4(B) $� J6i�OL
CB-6(D 15 Rye _ 24" RCP 24" RCP 713
S
74 ,
/ °°
S DCB- D x-18" R ° • ° � . �� a ° ,y, 24 RCP: -=i 19+00
° m
°
S 6366 S.F. . -
.7 �HW (e) DEAD END STREET BARRICADE
CLDSM #50.07ALLj
391�, W NOTES:
h u 2
' / 9 THE DEVELOPER SHALL CONTACT THE CHARLOTTE DEPARTMENT OF TRANSPORTATION (GUS JORDI, 704-336-7086) TO IDENTIFY ANY CONFLICTS
CB 3(D) /
\�e 24 27 3p O WITH TRAFFIC SIGNALIZATION EQUIPMENT. 60- 90 DAYS WILL BE REQUIRED TO COORDINATE RELOCATION. DEVELOPER SHALL BE RESPONSIBLE
23 25 26 28 29 31 32 33 FOR ALL RELATED RELOCATION COST AND/OR ANY REPAIR COST CAUSED BY THE CONTRACTOR/DEVELOPER. PROJECT NO.:2015.32
8229 S F
151002 S F 6002 S.F. 6002 S.F. 6002 S.F 6001 S.F. 6002 S.F 6002 S.F. 6002 S.F 6434 S.F.
6243 S.F. CERTIFICATION AND STREET CUT PERMITS ARE REQUIRED FOR UTILITY CUTS ON CITY STREETS. ALLOW 7 DAYS PROCESSING FOR PERMIT. FOR SCALE: 1"-40'(H) & 1"-4'(V)
INFORMATION CONTACT CHARLOTTE DEPARTMENT OF TRANSPORTATION (704-336-4025) OR VISIT
Q MTP://WWW.CHARMECK.ORG/DEPARTMENTS/TRANSPORTATION/STREET+MAINTENANCE/HOME.HIM
DRAWN BY:CLR
NON-STANDARD ITEMS (IE.• PAVERS, IRRIGATION SYSTEMS, ETC.) IN THE RIGHT-OF-WAY REQUIRE A RIGHT-OF-WAY ENCROACHMENT
PROP. LARGE MATURING STREET TREES @ 40'-50' 0.C. AGREEMENT WITH THE CHARLOTTE DEPARTMENT OF TRANSPORTATION/NORTH CAROLINA DEPARTMENT OF TRANSPORTATION BEFORE INSTALLATION.
FOR CITY OF CHARLOTTE MAINTAINED STREETS; CONTACT COOT AT [phone]. CHECKED BY: MSL
C6� ANY WORK WITHIN THE CITY'S R/W THAT REQUIRES CLOSURE OF THE SIDEWALK OR TRAVEL LANE FOR LESS THAN 30 DAYS REQUIRES A R/W
USE PERMIT. TRAFFIC CONTROL PLANS FOR ANY SIDEWALK OR TRAVEL LANE CLOSURES MUST BE SUBMITTED AS PART OF THE R/W USE
PERMIT REQUEST. TRAFFIC CONTROL PLANS MUST BE IN ACCORDANCE WITH CDOT'S WORK AREA TRAFFIC CONTROL HANDBOOK (WATCH) AND
MUST BE REVIEWED AND APPROVED. CONTRACTOR SHALL CONTACT CDOT AT LEAST 5 BUSINESS DAYS IN ADVANCE OF BEGINNING OF WORK
1). CONTRACTOR IS FULLY RESPONSIBLE FOR CONTACTING AT [phone].
• APPROPRIATE PARTIES AND ASSURING THAT EXISTING
UTILITIES ARE LOCATED PRIOR TO BEGINNING CONSTRUCTION. GRAPHIC SCALE CONSTRUCTION STAGING WITHIN CITY R/W LASTING MORE THAN 30 DAYS REQUIRES A R/W LEASE AGREEMENT. CONTRACTOR SHALL CONTACT
CDOT AT [phone].
2). CONTRACTOR IS RESPONSIBLE FOR PLACING BARRICADES 40 0 20 40 80 160 SHEET NO:
® USING FLAGMEN, ETC., AS NECESSARY TO INSURE SAFETY RIGHT-OF-WAY CLOSURES LONGER THAN 30 DAYS REQUIRE A R/W LEASE AGREEMENT WHICH WILL INCLUDE THE SUBMITTAL OF A TRAFFIC
TO THE PUBLIC. CONTROL PLAN. TRAFFIC CONTROL PLANS REQUIRED THROUGH A LEASE AGREEMENT MAY BE DIFFERENT FROM THE ONE REQUIRED DURING
THE LAND DEVELOPMENT PLAN REVIEW AND ARE SUBJECT TO REVISIONS. THE REVISED TRAFFIC CONTROL PLANS MUST BE SUBMITTED AS
3). ALL PAVEMENT CUTS, CONCRETE OR ASPHALT, ARE TO PART OF THE LEASE AGREEMENT PROCESS FOR APPROVAL PRIOR TO START OF R/W CLOSURES. CONTRACTOR SHALL CONTACT CDOT
BE REPLACED ACCORDING TO STANDARDS OF THE NORTH AT [phone].
CAROLINA DEPARTMENT OF TRANSPORTATION. IN FEET )
C601
Know what's bel 4) STANDARDSI
IPART 1926 SUBPAR P,SOR AS AMMENDED.SHORING WLL BE ACCORDING OHA TRENCHING L inch = 40 ft.
Call before you dig.

640 WZE---
L��}'�i17�°1T7�I}��711-/�/W���17L T.
Q) O <l ENGINEERING,GI �YEJLeIL I �Y G, INCI �V C
N N op N.C. CORP. LIC. C-1 815
16507-A NORTHCROSS DRIVE
`�^ HUNTERSVILLE N.C. 28078
Q, ^ � II '
N, N W PHONE: [phone]
p � o3i' m ' \ W FAX: [phone]
Q �
�Q) tlN U
630 "� o ^� N W p Q O EX. GROUND \\���� CA /
R i
N [i ° L0 co Q + p j A p l O m N \,\I \ 0°000000.00 �/lam
° ESS/
p I I ri Nyco O °pF� p
+ © O I Q � � � �Q O I °
Q > > U N N O N d--� — r� �° Q 00 W - o SEAL ° -
O .\ °j m p er%\ p +00 n © O Lo\- 0 17646
0
C)4-In ^ � � N �� NGIN
� rn � Q. p Q ui p � N + © p �� ZO F \,-o*
00 1
+ rn � °t ^ W cow Q + ® m ti � U � m GL S.
Q) ^ o; U d o o 't z p I Q m I, , Z 2 % 'SF �.P�•
p + co rn c6 co Q + rn o I Q g > > U cn 2 '�/ ���
O op d o �. ® •. O m ti �IIIIiiI����
II II II .� O O 00 O lyj O ao Z m > U
� J � W Lo
n�� _ p corn ^ N� 20 mU co cc 2 ?
� L'i � :� +� ZZ m � � Z JULY 28,2016
o+ p oio 2 2 Z 1.00q PROP. GRADE
U co Ft - _ DATE
Q,
Q � � 15'
620 U �n ? --- - _ _= 50 LF. _ 15 -50 t.F - , CP @ O.SOq
CP ® 0.8090 ? n
-0 L.F. P @ 0.80% °j
-------------
4
CP @ 0.8 °
L.F. 1 g" - -- r�
----------
_-----------
@ 1.07q
--------------
PAW VI LAGE RD. -- 18" RC ----------
5. 2 L F\
----------
- � - 4 L.F.L. .
- ------- ------- --
- -
� 18" RCP @ 0.8 Q
- 100 L.F. - CL �
15" RCP @ 0.5 °
25 L.F. ----------- 24„ RCP @ 1.00
87 L.F.----_-------
15" RCP @ 0.607.- 18" RCP @ 0.50°
IH ---------- - -- L -
24 L.F.
M IF
30" RCP @ 0.50
LGI HOMES-NC, LLC
610 3037 SHERMAN DRIVE
LANCASTER, SC 29720
PHONE: [phone]
[e-mail]
N
YUR N RD WN
I"= 40'(HORZ.) U
1"= 4' ERT.) z
600 = L
NF eco p eco p eco O N It e ^o ON IaNt
of c6 o� of of O � W wi d: L6 t6
CN QN NN N �0 0
O Q
Lu
W
J
0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 rn
VQ
= O IL
PQ U
� SIL J 0
sF�s L�G�
FT X60
30"x30" Lu
STOP SIGN 0 G '
CB-5(A) < z
m
7643 S.F.
NORTH - CB-3(A) w
PROP. LARGE MATURING STREET V
`' �e• TREES @ 40'--50' 0.C.
PROP. 5' CONCRETE SIDEWALK U Q
CB-4(A) �QOp B ssco WITH 8' PLANNING STRIP (TYP.) J
CB-2 a) COS: 4 > —
'x�o Q 0.28 Ac. > >
•
35' X 35'
�° �� 14 13 O
12 11 10 O B 9kg2J. n
2
6412 S.F 5850 S F 5850 S F 5850 S.F 5850 S F 5850 S.F. 7391 S.F.
CB-7(A)
At4 > �0° REVISIONS
733, S.F. PROP. YURMAN ROAD a 26
0 / e`R 56'PUBLIC R/W
2 FES (A) � — — — — — — � — — — — — �
v
i
3x
ca CB- CB- CB-13(A ° a v y, y �=22.58, tan=29.9419
5a5o S.F. � )_ .
© B-14(A)
PROP. 2'-0 VALLEY GUTTER �00 CB-8(A 18"RCP 15"RCP 15" RCP $"\��
PROP. 8"S.S. 18"RCP 013 a 18" RCP
COS _ 4- _ _ +00 c N5' 06' 48_W 6+00 ao _ 7+00 _
ce-11(A) � 388.18' --
/ �\ _ DEAD END STREET BARRICADE
CLDSM #50.07A
L=66.81, R=150.00'
�. A=25.52, tan=33.9670 \
PROP. 8"
WATER LINE
PROJECT NO.:2015.32
NOTES: 5850 SF �saso SF. 5850 SF 5850 S.F. 6063 SF.
THE DEVELOPER SHALL CONTACT THE CHARLOTTE DEPARTMENT OF TRANSPORTATION (GUS JORDI, 704-336-7086) TO IDENTIFY ANY CONFLICTS ` SCALE: 1"=40'(H) & 1"=4'(V)
WITH TRAFFIC SIGNALIZATION EQUIPMENT. 60- 90 DAYS WILL BE REQUIRED TO COORDINATE RELOCATION. DEVELOPER SHALL BE RESPONSIBLE
FOR ALL RELATED RELOCATION COST AND/OR ANY REPAIR COST CAUSED BY THE CONTRACTOR/DEVELOPER. \ DRAWN BY:CLR
CERTIFICATION AND STREET CUT PERMITS ARE REQUIRED FOR UTILITY CUTS ON CITY STREETS. ALLOW 7 DAYS PROCESSING FOR PERMIT. FOR
INFORMATION CONTACT CHARLOTTE DEPARTMENT OF TRANSPORTATION (704-336-4025) OR VISIT - CHECKED BY: MSL
HTTP://WWW.CHARMECK.ORG/DEPARTMENTS/TRANSPORTATION/STREET+MAINTENANCE/HOME.HTM
NON-STANDARD ITEMS (IE.• PAVERS, IRRIGATION SYSTEMS, ETC.) IN THE RIGHT-OF-WAY REQUIRE A RIGHT-OF-WAY ENCROACHMENT FUTURE CONDITIONS FLOOD FRINGE LINE
AGREEMENT WITH THE CHARLOTTE DEPARTMENT OF TRANSPORTATION/NORTH CAROLINA DEPARTMENT OF TRANSPORTATION BEFORE INSTALLATION.
FOR CITY OF CHARLOTTE MAINTAINED STREETS, CONTACT CDOT AT [phone].
1). CONTRACTOR IS FULLY RESPONSIBLE FOR CONTACTING ANY WORK WITHIN THE CITY'S R/W THAT REQUIRES CLOSURE OF THE SIDEWALK OR TRAVEL LANE FOR LESS THAN 30 DAYS REQUIRES A R/W FEMA FLOOD FRINGE LINE
APPROPRIATE PARTIES AND ASSURING THAT EXISTING
UTILITIES ARE LOCATED PRIOR TO BEGINNING CONSTRUCTION. USE PERMIT. TRAFFIC CONTROL PLANS FOR ANY SIDEWALK OR TRAVEL LANE CLOSURES MUST BE SUBMITTED AS PART OF THE R/W USE
PERMIT REQUEST. TRAFFIC CONTROL PLANS MUST BE IN ACCORDANCE WITH CDOT'S WORK AREA TRAFFIC CONTROL HANDBOOK (WATCH) AND GRAPHIC SCALE
2). CONTRACTOR IS RESPONSIBLE FOR PLACING BARRICADES MUST BE REVIEWED AND APPROVED. CONTRACTOR SHALL CONTACT CDOT AT LEAST 5 BUSINESS DAYS IN ADVANCE OF BEGINNING OF WORK SHEET NO:
USING FLAGMEN, ETC., AS NECESSARY TO INSURE SAFETY AT [phone].
4 0 4 160
TO THE PUBLIC.nio
CONSTRUCTION STAGING WITHIN CITY R/W LASTING MORE THAN 30 DAYS REQUIRES A R/W LEASE AGREEMENT. CONTRACTOR SHALL CONTACT
3). ALL PAVEMENT CUTS, CONCRETE OR ASPHALT, ARE TO CDOT AT [phone].
BE REPLACED ACCORDING TO STANDARDS OF THE NORTH
CAROLINA DEPARTMENT OF TRANSPORTATION. RIGHT-OF-WAY CLOSURES LONGER THAN 30 DAYS REQUIRE A R/W LEASE AGREEMENT WHICH WILL INCLUDE THE SUBMITTAL OF A TRAFFIC
CONTROL PLAN. TRAFFIC CONTROL PLANS REQUIRED THROUGH A LEASE AGREEMENT MAY BE DIFFERENT FROM THE ONE REQUIRED DURING ( IN FEET )
4). SHORING WILL BE ACCORDING TO OSHA TRENCHING THE LAND DEVELOPMENT PLAN REVIEW AND ARE SUBJECT TO REVISIONS. THE REVISED TRAFFIC CONTROL PLANS MUST BE SUBMITTED AS C602
Know what,s beIOW■ STANDARDS PART 1926 SUBPART P, OR AS AMMENDED. PART OF THE LEASE AGREEMENT PROCESS FOR APPROVAL PRIOR TO START OF R/W CLOSURES. CONTRACTOR SHALL CONTACT CDOT 1 inch = 40 ft.
AT [phone].
Call before you dig.

670
EX. GROUND LA TTIAM Wi AL TERS
Q, — 00 ENGINEERING, IN
o °)(3) (o
r<o
o + N.C. CORP. LIC. C-1 815
LO
0 0+ o PVI ELEV.' 654.59 16507-A NORTHCROSS DRIVE
K. 20.00 HUNTERSVILLE, N.C. 28078
II � II II LVC. 102.28 PHONE: [phone]
FAX: [phone]
ca 11)
N L0N
660 Lo N . �\A rrCA,R0''%
j \ `1° v v rn :`�0�°OFESS%p°
06
^ In 0 SEAL
�� - ° ° -
CHA UGE CT. -7•8gq `� o _ ° 1 7646
0
Ld
° (� o
O o ,� �`o° ,GINE°
I — ; @) o - y° °° P�
PV1 STA: 3+59.34CC
2
PV1 ELEV.- 641.68
PROP. GRADEK. 20.00 -�-�
L VC 80.07 m m
n n 00 JULY 28,2016
I I
In m m DATE
650 °' m � � N
U U cy m 6i W O j
\\p m m ceJo �ro > > 220
Og NO cc
Lo C�Lo LLj
/ D
a, ski
L0 II
II II II �
W W LGI HOMES-NC, LLC
640
3037 SHERMAN DRIVE
,300q LANCASTER, SC 29720
PHONE: [phone]
[e-mail]
51 Rc .39
`3¢?� PAW VILLAGE RD.
- � r
PATIS LL LN 24 L.F. CV
15" RCF @ 0.509 00
I"= 40'(HORZ.) W N
1"= 4' ER T.)
630 Z
rC� qS `1�<
Cd p< n
coo hcp cOo co co co 4cpi �o cp
.h h W O
0+00 1+00 2+00 3+00 4+00 5+00 6+00
Z w
D < Q �
Q z j LL
J C) J 0
J j
Lu Q
o =
Q C) Z
CHATUGE CT. PROP. LARGE MATURING STREET TREES @ 40'-50' O.C. PROP. 5' CONCRETE SIDEWALK PAW VILLAGE RD. W 0 Q
SEE SHEET C6.4 WITH 8' PLANTING STRIP (TYP.) SEE SHEET C6.0 W LL
W
al I U
42 40 39 38 37 36 35 34 �, In
U Q
4r J
6044 S.F._
6000 SF 6000 SF. 6000 S.F. b_ n
6679 S.F � 6000 S.F 000 S.F 6000 S.E i
I
121J0"Xio
I a
M STOP SIGN
— PR OR PATISHALL L NECB-4
568) R P
B;4pQ
56'PUBLIC CB-5(B) 18 RC
i
Al d d .A d e d° e e e �� �
h'
REVISIONS
CB-9(B) 15"RCP CB-8(B)- 15"RCP
0+ O 1+00 c o 2+00 S83' 10' 04"E 3+00 4+00 5+ " 5 5
PROP. 8;S.S. (TYR)
A
I - W 535.33'
CB-7(B)
73
1
NOTES: �d — — - - - - -- - - - - - — - - �
THE DEVELOPER SHALL CONTACT THE CHARLOTTE DEPARTMENT OF TRANSPORTATION (GUS JORDI, 704-336-7086) TO IDENTIFY ANY CONFLICTS
WITH TRAFFIC SIGNALIZATION EQUIPMENT. 60 90 DAYS WILL BE REQUIRED TO COORDINATE RELOCATION. DEVELOPER SHALL BE RESPONSIBLE �, l( 30'X30"
FOR ALL RELATED RELOCATION COST AND/OR ANY REPAIR COST CAUSED BY THE CONTRACTOR/DEVELOPER. � �. PROP. 2 0" VALLEY GUTTERPROP. 8" STOP SIGN \ 1
CERTIFICATION AND STREET CUT PERMITS ARE REQUIRED FOR UTILITY CUTS ON CITY STREETS. ALLOW 7 DAYS PROCESSING FOR PERMIT. FOR \50. WATER LINE .S°
INFORMAT70N CONTACT CHARLOTTE DEPARTMENT OF TRANSPORTATION (704-336-4025) OR VISIT
MTP://WWW.CHARMECK.ORG/DEPARTMENTS/TRANSPORTATION/STREET+MAINTENANCE/HOME.HTM o
NON-STANDARD ITEMS (IE.• PAVERS, IRRIGATION SYSTEMS, ETC.) IN THE RIGHT-OF-WAY REQUIRE A RIGHT-OF-WAY ENCROACHMENT l <I 1 n�
AGREEMENT WITH THE CHARL07TE DEPARTMENT OF TRANSPORTATION/NORTH CAROLINA DEPARTMENT OF TRANSPORTATION BEFORE INSTALLATION. I 56 57 58 59 60 61 62 64 65 1 CB-3(B) 1
FOR CITY OF CHARLOTTE MAINTAINED STREETS, CONTACT COOT AT [phone]. a' 1
6202 S.F. 6000 S.F. 6000 S F. 6000 S.F. 6000 S.F. 6000 S.F. 6000 S F. 6000 S.F. 6297 S.F. 1 A
ANY WORK WITHIN THE CITY'S R/W THAT REQUIRES CLOSURE OF THE SIDEWALK OR TRAVEL LANE FOR LESS THAN 30 DAYS REQUIRES A R/W 6000 S.F.
n
USE PERMIT. TRAFFIC CONTROL PLANS FOR ANY SIDEWALK OR TRAVEL LANE CLOSURES MUST BE SUBMITTED AS PART OF THE R/W USE 1 d A
PERMIT REQUEST. TRAFFIC CONTROL PLANS MUST BE IN ACCORDANCE WITH COOT'S WORK AREA TRAFFIC CONTROL HANDBOOK (WATCH) AND
MUST BE REVIEWED AND APPROVED. CONTRACTOR SHALL CONTACT COOT AT LEAST 5 BUSINESS DAYS IN ADVANCE OF BEGINNING OF WORK PAW VILLAGE RD.
AT [phone]. CHATUGE C7
CONSTRUCTION STAGING WITHIN CITY R/W LASTING MORE THAN 30 DAYS REQUIRES A R/W LEASE AGREEMENT. CONTRACTOR SHALL CONTACT SEE SHEET C6.4 SEE SHEET C6.0
COOT AT [phone]. PROJECT NO.:2015.32
RIGHT-OF-WAY CLOSURES LONGER THAN 30 DAYS REQUIRE A R/W LEASE AGREEMENT WHICH WILL INCLUDE THE SUBMITTAL OF A TRAFFIC SCALE: 1"-40'(H) & 1"-4'(V)
CONTROL PLAN. TRAFFIC CONTROL PLANS REQUIRED THROUGH A LEASE AGREEMENT MAY BE DIFFERENT FROM THE ONE REQUIRED DURING
THE LAND DEVELOPMENT PLAN REVIEW AND ARE SUBJECT TO REVISIONS. THE REVISED TRAFFIC CONTROL PLANS MUST BE SUBMITTED AS
PART OF THE LEASE AGREEMENT PROCESS FOR APPROVAL PRIOR TO START OF R/W CLOSURES. CONTRACTOR SHALL CONTACT COOT DRAWN BY:CLR
AT [phone].
CHECKED BY: MSL
1). CONTRACTOR IS FULLY RESPONSIBLE FOR CONTACTING
• APPROPRIATE PARTIES AND ASSURING THAT EXISTING GRAPHIC SCALE
UTILITIES ARE LOCATED PRIOR TO BEGINNING CONSTRUCTION.
2). CONTRACTOR IS RESPONSIBLE FOR PLACING BARRICADES SHEET NO:
® USING FLAGMEN, ETC., AS NECESSARY TO INSURE SAFETY 40 0 20 40 80 160
TO THE PUBLIC.
3). ALL PAVEMENT CUTS, CONCRETE OR ASPHALT, ARE TO
BE REPLACED ACCORDING TO STANDARDS OF THE NORTH
CAROLINA DEPARTMENT OF TRANSPORTATION.
( IN FEET )
C603
Know what's bel 4) STANDARDSI
IPART 1926 SUBPAR P,SOR AS AMMENDED.SHORING WLL BE ACCORDING OHA TRENCHING L inch = 40 ft.
Call before you dig.

680
MOORES CHAPEL ROAD
hPAWTUCKELA TTIAM-WAL TER S
CO ROAD ENGINEERING, INC
N.C. CORP. LIC. C-181 5
oz 16507-A NORTHCROSS DRIVE
o HUNTERSVILLE, N.C. 28078
+ PHONE: [phone]
`O PHASE I FAX: [phone]
II II PAW VILLAGE RD
W PHASE II S'Tg4,NES
67� PV1 STA: 1+02.11 PVI STA: 3+05.15 PV` STA: 5+26.70 Lu SITE
PV` ELE . 644.73 PV` EL V.• 665.03 PV` ELEV. 661.63 �a \\\ N "CAR
LVC: 100.00 LVC. 230.72 LVC: 90.72 �� °°° °°°°°
/ O o°°FESS/O°
HIGH PT. TA: 3+89.79 OW PT. STA: 5+12.07 7-8s o °�O Q ,
N N o �_ _ HIGH PT LEV. 663.50 LO (0 OW PT ELEV. 662.09 0 SEAL o
Ntr 0io `~ N = 0 17646 o
o �+° + + N VICINITYMAP
j > jLo
o
N.
C,, �y�*0NG I 0...E��p'�
m LQ m m W W m Co W /3 �iisi�������
—1.549,
N —
7777777— JULY 28,2016
/ PROP. GRADE DATE
660
EX. GROUND
PATISHALL LN.
to
sk
�l N
Lo
/ H M F
01
Lo
+
65o m z LGI HOMES-NC, LLC
3037 SHERMAN DRIVE
LANCASTER, SC 29720
N PHONE: [phone]
O N m o [e-mail]
O to
++ Lo Ljj
�
IF
u)W m � cr- 22
W cv
640
5.00%
Q Z
24 L.F. = L
15" RCP @ 0.509 L
n I-- 1
5„ GP ® = ' ' I O LIQ w
W(D � ::) J
Q = 1 0 L
CHATVGE CT j U U O
1"= 40'(HORZ.)
1 4' ER
J ~ W
"= T.) — X
630 W
(D1
o ° N co N N � flc�o 1 N °0 o � a�O N � Q z
u of oN d Not o d map � Mj rj NN j N Ct�j � �
cp tp 40 t0 to w O
o cp o tp ° 6 t0 0 (o � �0 0 c0 4C t0 ° o co \`
cfl c0 co cp �o c0 <o co �o co �o co �o tp
0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 W w
D _
Ua U
NOTES: J
THE DEVELOPER SHALL CONTACT THE CHARLOTTE DEPARTMENT OF TRANSPORTATION (GUS JORDI, 704-336-7086) TO IDENTIFY ANY CONFLICTS
WITH TRAFFIC SIGNALIZAT/ON EQUIPMENT. 60— 90 DAYS WILL BE REQUIRED TO COORDINATE RELOCATION. DEVELOPER SHALL BE RESPONSIBLE
FOR ALL RELATED RELOCATION COST AND/OR ANY REPAIR COST CAUSED BY THE CONTRACTOR/DEVELOPER.
CERTIFICATION AND STREET CUT PERMITS ARE REQUIRED FOR UTILITY CUTS ON CITY STREETS. ALLOW 7 DAYS PROCESSING FOR PERMIT. FOR
INFORMATION CONTACT CHARLOTTE DEPARTMENT OF TRANSPORTATION (704-336-4025) OR VISIT
PROP. 5' CONCRETE SIDEWALK HTTP://WWW.CHARMECK.ORG/DEPARTMENTS/TRANSPORTATION/STREET+MAINTENANCE/HOME.HTM
WITH 8' PLANTING STRIP (TYP.) NON—STANDARD ITEMS (IE- PAVERS, IRRIGATION SYSTEMS, ETC.) IN THE RIGHT—OF—WAY REQUIRE A RIGHT—OF—WAY ENCROACHMENT
AGREEMENT WITH THE CHARLOTTE DEPARTMENT OF TRANSPORTATION/NORTH CAROLINA DEPARTMENT OF TRANSPORTATION BEFORE INSTALLATION.
FOR CITY OF CHARLOTTE MAINTAINED STREETS, CONTACT CDOT AT [phone].
50 49 48 47 46 45 43 ANY WORK WITHIN THE CITY'S R/W THAT REQUIRES CLOSURE OF THE SIDEWALK OR TRAVEL LANE FOR LESS THAN 30 DAYS REQUIRES A R/W REVISIONS
USE PERMIT. TRAFFIC CONTROL PLANS FOR ANY SIDEWALK OR TRAVEL LANE CLOSURES MUST BE SUBMITTED AS PART OF THE R/W USE
7850 S.F. 6469 S.F 6664 S.F. 6669 S F 6673 S F 6680 S.F. 6686 S.F. 7858 S.F. PERMIT REQUEST. TRAFFIC CONTROL PLANS MUST BE IN ACCORDANCE WITH CDOT'S WORK AREA TRAFFIC CONTROL HANDBOOK (WATCH) AND
NOSH MUST BE REVIEWED AND APPROVED. CONTRACTOR SHALL CONTACT COOT AT LEAST 5 BUSINESS DAYS IN ADVANCE OF BEGINNING OF WORK
AT [phone].
CONSTRUCTION STAGING WITHIN CITY R/W LASTING MORE THAN 30 DAYS REQUIRES A R/W LEASE AGREEMENT. CONTRACTOR SHALL CONTACT
CDOT AT [phone].
RIGHT—OF—WAY CLOSURES LONGER THAN 30 DAYS REQUIRE A R/W LEASE AGREEMENT WHICH WILL INCLUDE THE SUBMITTAL OF A TRAFFIC
51 PROP. 2'—O" VALLEY GUTTER —{ CONTROL PLAN. TRAFFIC CONTROL PLANS REQUIRED THROUGH A LEASE AGREEMENT MAY BE DIFFERENT FROM THE ONE REQUIRED DURING
8252 =.F THE LAND DEVELOPMENT PLAN REVIEW AND ARE SUBJECT TO REVISIONS. THE REVISED TRAFFIC CONTROL PLANS MUST BE SUBMITTED AS
r PART OF THE LEASE AGREEMENT PROCESS FOR APPROVAL PRIOR TO START OF R/W CLOSURES. CONTRACTOR SHALL CONTACT CDOT
R=41' (� PR OP. C T GE CO UR T
AT (704) 33s-2562.
m
56'PU 1L
-- -
CB-4(F z��-'u � �
0 0 1+00 N14' 14' 22'E 2+00 0 PROP. 8" S.S. (TYP.) 3+00 p C 4+00 5+00 6+00 6+90
i .4al
R-30 h ce-3(F) 689.59' + I—
sz `\
DCB-2(F) -_ = 77 ��� i�h MM DEAD END STREET BARRICADE
8252 5 f 15" RCP J S- W
� CLDSM #50.07A
_
j' , 4- PATISHALL LN. .• o
x � PROJECT NO.:2015.32
�5" RGP PROP. 8" 56, �� �� SEE SHEET C6.3 STOP SIGN 4z
I SCALE: 1"=40'(H) & 1"=4'(V)
WA TER LINE
DRAWN BY:CLR
CHECKED BY: MSL
s3 s4 ss PROP. LARGE MA TURING STREET TREES @ 40'-50' 0.C.
8987 S.F. 6404 S 6268 S.F.
1). CONTRACTOR IS FULLY RESPONSIBLE FOR CONTACTING
• ® APPROPRIATE PARTIES AND ASSURING THAT EXISTING
UTILITIES ARE LOCATED PRIOR TO BEGINNING CONSTRUCTION.
2). CONTRACTOR IS RESPONSIBLE FOR PLACING BARRICADES GRAPHIC SCALE SHEET NO:
USING FLAGMEN, ETC., AS NECESSARY TO INSURE SAFETY
TO THE PUBLIC. 40 0 20 40 80 160
3). ALL PAVEMENT CUTS, CONCRETE OR ASPHALT, ARE TO
BE REPLACED ACCORDING TO STANDARDS OF THE NORTH
CAROLINA DEPARTMENT OF TRANSPORTATION.
4). SHORING WILL BE ACCORDING TO OSHA TRENCHING ( IN FEET )
C604
Know what's beIOW■ STANDARDS PART 1926 SUBPART P, OR AS AMMENDED. 1 inch = 40 ft.
Call before you dig.

MOORES CHAPEL ROAD
640 640 600, 1 L
/
PI/I STA: 3+68.15
P�,VI ELEV°• 620.19 PAbyrUCKE� LA �AA ,TER
K: 20.oo M, ROAD ENGINEERING, IN
L VC: 173.82 cn
LOW PT. STA: 2+87.24 � �� N.C. CORP. LIC. C-1 81 5
�- 16507-A NORTHCROSS DRIVE
Clq Lo LO PT ELEV• 620.44 oz
N- HUNTERSVILLE, N.C. 28078
00
++ N PHONE: [phone]
`\' o CB-2 ) PHASE l FAX: [phone]
6i W PAW VILLAGE RD
STA 4 58.10 U PHASE II STg4,NES
ro m RIM (@ E.P.): 627.48
INV. T- 624.03 W ^ N `�' SITE
,� o o
630 DC B 2+87.24 CB-1 ) 6 co _ \\\����(N°°C/� . �i�i'
FRIM@ E.P. : 620.19 STA 4 58.10 0 0 + 6 t: 7_ p�°OF E S S/O°
0 0 IN IN: 616.62 (DCB-2(M)) �° II 85 ,
o N o PVl STA: 0+83 11 INV OUT.- 616.42 INV IN 623.69 (CB-3(H)) �9 II II
o PVl ELEV.• 621. 5 PROPOSED 3-SPAN BRIDGE INV IN 623.91 (CB-2(H)) W PVl STA: 5+62.58 II - SEAL o
Q) + 20.0 1 @ 40, 21" COR SLAB
-DCB-2(A4) PW ELEV.- 636.51 Q W �' -A.-
17646 0
o s 2+8724 INV. T.• 623.19 2 � W VICINITYMAP
I I I I I I L C: 17. 4 1 @ 70', 24" COR SLAB K. 20.00 W 2S/IG �
p Rl (@ E.P.): 620.19 '° �� °°
Q , 1 @ 45' 21" CORE SLAB VC: 67.82 °°;GINE °°
Lo J W rn 90' SKEW, 4' END ENT CAPS INV OUT.- 616.74 N.T.S. /��° FEdo `1`�
W W ^ Ln no 15" RCP @ 0.509 �� S
+ o - co
�O o co +
rn
CL STA. 1+10 CL STA. 2+65 PROP. GRADE `� o i (�o (�D 12�
U Ll
U W ELEV. 620.97 ELEV. 620.50 "�
�O ~ LOY CT.
41 W W j j U F ® JULY 28,2016
m m �-� , � �`' � U DATE
1 -1.16 W olo500%
h U 2 2
PAW VIL GE RD. _ -0.309 m I
620 620 640 �� 640
L0 00 c6
/ O) Q. 00 �D
N W �
ROP. BRIDGE EX. GROUND
o
(DESIGN BY KCl ASSOC. OF NC)
LOW SIDE L W CHO D U co �
RSP
ExcauarE TO 61(.0
1$ LGI HOMES-NC, LLC
3037 SHERMAN DRIVE
610 610 630
6.3(l LANCASTER, SC 29720
'00PHONE: [phone]
100 YR FU URE W5--L 608.82 4 [e-mail]
100 YR WSEL 607.30 h j
CLASS 11 RIP RAP
EXCAVATE TO 602. KEYED /N 3.5' (TYP.) ti 84 L.F.
18" RCP @ 5.1790
25 YR WS 604. HT1 (V
00
U U
Q Z
600 600 620 620 1 LU W
I- /
W O - W
(DQ p -
EX/ST. SWR <PI
J U J 0
BECKINLMLL DR J J
I"= 40'(HORZ.) -
X
1"= 4' ERT.) LU
590 610610 0 Z
Q Z
No O 11, N `r cNp °j O o N
N N o d p o O p nj � M q ui op LL
oLLJccVo o o � o � co o � QC1 �0 o � Q0 �0 W J
1 00 2 00 3 00 � 00 S 00 6 DO 00 8 00
0 00 4 � U a w
m
PROP. 5' CONCRETE SIDEWALKNOTES: \
PAW VILLAGE RD. WITH 8' PLANTING STRIP (TYP.) PROP. BRIDGE PROP. LARGE MATURING STREET TREES @ 40'-50' O.C. THE DEVELOPER SHALL CONTACT THE CHARLOTTE DEPARTMENT OF TRANSPORTATION (GUS ✓ORDI, 704-336-7086) TO IDENTIFY ANY CONFLICTS
(DESIGN BY OTHERS) PCC ESMT. WITH TRAFFIC SIGNAL12ATION EQUIPMENT. 60- 90 DAYS WILL BE REQUIRED TO COORDINATE RELOCATION. DEVELOPER SHALL BE RESPONSIBLE
SEE SHEET C6.0 FOR ALL RELATED RELOCATION COST AND/OR ANY REPAIR COST CAUSED BY THE CONTRACTOR/DEVELOPER.
l PROP. 2'-0" VALEY GUTTER CERTIFICATION AND STREET CUT PERMITS ARE REQUIRED FOR UTILITY CUTS ON CITY STREETS. ALLOW 7 DAYS PROCESSING FOR PERMIT. FOR
INFORMATION CONTACT CHARLOTTE DEPARTMENT OF TRANSPORTATION (704-336-4025) OR VISIT
HTTP://WWW.CHARMECK.ORG/DEPARTMENTS/TRANSPORTATION/STREET+MAINTENANCE/HOME.HTM
30'X30" PROP,I BECKINHALL DRIVE W NON-STANDARD ITEMS (lE. PAVERS, IRRIGATION SYSTEMS, ETC.) IN THE RIGHT-OF-WAY REQUIRE ARIGHT-OF-WAY ENCROACHMENT
STOP SIGN 1 I y U L=11731, R=150.00' AGREEMENT WITH THE CHARLOTTE DEPARTMENT OF TRANSPORTATION/NORTH CAROLINA DEPARTMENT OF TRANSPORTATION BEFORE INSTALLATION
l .
56 PUBLIC U d=44.81, tan=61.8407 FOR CITY OF CHARL07TE MAINTAINED STREETS, CONTACT CDOT AT [phone].
PROP. 5' CONCRETE SIDEWALK ANY WORK WITHIN THE CITY'S R W THAT REQUIRES CLOSURE OF THE SIDEWALK OR TRAVEL LANE FOR LESS THAN 30 DAYS REQUIRES A R/W REVISIONS
w COS WITH 8' PLANTING STRIP (TYP.) USE PERMIT. TRAFFIC CONTROL PLANS FOR ANY SIDEWALK OR TRAVEL LANE CLOSURES MUST BE SUBMITTED AS PART OF THE R/W USE
a DCB-2(M) PERMIT REQUEST. TRAFFIC CONTROL PLANS MUST BE IN ACCORDANCE WITH CDOT'S WORK AREA TRAFFIC CONTROL HANDBOOK (WATCH) AND
�� '� . ° n °n° ° ° MUST BE REVIEWED AND APPROVED. CONTRACTOR SHALL CONTACT CDOT AT LEAST 5 BUSINESS DAYS IN ADVANCE OF BEGINNING OF WORK REV. 1 -04/19/16
s- -
o � AT [phone]. REVISED PER CITY OF CHARLOTTE
H 0 I� 1+00 I S 35' 3"W 2+00 00 �J 3 COMMENTS
_ T - � � \ FES (H) CONSTRUCTION STAGING WITHIN CITY R/W LASTING MORE THAN 30 DAYS REQUIRES A R/W LEASE AGREEMENT. CONTRACTOR SHALL CONTACT
DCB-
330.63' J m CDOT AT [phone].
1 M
° - a
� 7--T-\ -r f �
RIGHT-OF-WAY CLOSURES LONGER THAN 30 DAYS REQUIRE A R/W LEASE AGREEMENT WHICH WILL INCLUDE THE SUBMITTAL OF A TRAFFIC
CONTROL PLAN. TRAFFIC CONTROL PLANS REQUIRED THROUGH A LEASE AGREEMENT MAY BE DIFFERENT FROM THE ONE REQUIRED DURING
_ - a 77-IE LAND DEVELOPMENT PLAN REVIEW AND ARE SUBJECT TO REVISIONS THE REVISED TRAFFIC CONTROL PLANS MUST BE SUBMITTED AS
_ _ I_ � _ � PART OF THE LEASE AGREEMENT PROCESS FOR APPROVAL PRIOR TO START OF R/W CLOSURES. CONTRACTOR SHALL CONTACT CDOT
/ TRAT (704) 33s-2562.
ANTION FROA1 A
5' SIDEWALK TO FES (M) \ �d CB-1(H LOY CT
�0� l A T BRIDGE LOCA TION SEE SHEET C6.9
CB-2(H)
(BOTH SIDES)
L=117.89, R=150.00'
PAW VILLAGE RD. -' I = o �s p 4=45.03, tan=621806
Cos
SEE SHEET C6.0 T X
Cl-
CD
v �G \\ \ CB-3(H) /
m
PROJECT NO.:2015.32
�z ce-6(H) 1
SCALE: 1"=40'(H) & 1"=4'(V)
713
04
� DRAWN BY:CLR
i 2 6x00 CB-5(H
S6° 22' 35"W 7+00 7417 CHECKED BY: MSL
N
1 N m \ m \ TREE SAVE/ Dl-4(H) 6713'
NATURAL AREA
1). CONTRACTOR IS FULLY RESPONSIBLE FOR CONTACTING ` \
• APPROPRIATE PARTIES AND ASSURING THAT EXISTING
UTILITIES ARE LOCATED PRIOR TO BEGINNING CONSTRUCTION.
2). CONTRACTOR IS RESPONSIBLE FOR PLACING BARRICADES \, ` \ \ I° I GRAPHIC SCALE SHEET NO:
USING FLAGMEN, ETC., AS NECESSARY TO INSURE SAFETY
0 TO THE PUBLIC. ` , PROP. 8" 30"X30" 40 0 20 40 80 160
3). ALL PAVEMENT CUTS, CONCRETE OR ASPHALT, ARE TO WATER LINE 77 STOP SIGN
BE REPLACED ACCORDING TO STANDARDS OF THE NORTH111111
CAROLINA DEPARTMENT OF TRANSPORTATION. 6608 S. .
4). SHORING WILL BE ACCORDING TO OSHA TRENCHING LOY CT. ( IN FEET )
C605
Know what,s beIOW■ STANDARDS PART 1926 SUBPART P, OR AS AMMENDED. SEE SHEET C6.9 1 inch = 40 ft.
Call before you dig.

670 670 650
WYE_
LA71`THAM-WA L JT1E1l�S
O ENGINEERING,N INC.
O LO
N.C. CORP. LIC. C-1 815
+ + 16507-A NORTHCROSS DRIVE
0 o HUNTERSVILLE, N.C. 28078
II II PHONE: [phone]
ti J FAX: [phone]
660 660 640
(N CAR O
;�\p �
PVl STA: 4+27.7
PW STA: 1+64.14
P Vl 623.51 °� O°FESS/O
8 P ELEV. K. 2 0.00
649.86 LVC. 174.21 SEAL o
K. 20.00 K. 2
VC: 100.00
0
- o 17646 oo -
ELLING ORD RD. CNr\ °° '/2S�►(o °'� c0 d N °° °° :�� %o F Edo 1`
"' NA/) °°
W + N i�� °000000° \�
° GIN P
09 � L L S.
U U U m O
> > O
m m » U 0] 00 W W O
W W
cp d- r6 c0 O JULY 28,2016
\ \ L6
u6 U m � O O ~ DATE
W i-N •. O �
650 650 �
\t LO �� z o Nyco 0
LO I Q ' _ po
� � COv Lj+ O � L6
N
�A
v
it PW STA: 8+62.86 -� Lr)
PVI ELEV.• 617.89 � 0) ti
Nm ai K• 50.QO \t Z3
rods ® rn � � ^ "i I I 14.32 m Z j' e�o
■
ca ca
LO
00
c0 NcOp �� �� 220 N oho h rn p 0 �� rr
N c0 � ui co -1. ^ + O
a d O
I I 00 0] ^ m m
� OOp� cp
m ��, Q � » > h� cOCO ap c0 OUo -
U cn�? m co � 222
., co L6 c0 + co 0
137 L.F. NIN, o 2 2 o PROP. GRADE U v 6i Q N `� U U
.0
Lai
\ �0 15" RCP @ 8. 09 m z Z Z ° m W W " ' ° �� 00 „ II LGI HOMES-NC, LLC
640 ��� 40 620 -1.2sq N W `° `°
U + © `O `O ~ J 3037 SHERMAN DRIVE
RCP o ? LANCASTER, SC 29720
m Q , PHONE: [phone]
(j co Ft 22
[e-mail]
\ 24 L.F. -1.009°
\ 18" RCP © 0.509'
•07
123 L.F. 2L
@ 0.50 LOY CT.
24 L.F.
30" RCP @ 0.509 -- 24 LF.
00
RCP @ 0.509 2 123 L.F. W N
4
EX. GROUN RCP 1• 09 r n
,� � 24 L.F.
------------------ 15" RCP @ 0.509 Z
------------------------------------------
630
W
n F---
I- W
W O > W
UQ �
Q = LL
ROSH LD DR J C) QO
1"=40'(HORZ.)
J Q
620 Lu W
M ^ N V) 00 00 O c0 N r7 00 rn O co N N N N Z
00 °� � O °� N o N � N o N CQ o� „ N � c0 rn � O o LL
o� t� N � cri °dO c0 � `� cd " � � uj N .� NO NoiLd 0p � �
cn to tl tl r r� v N N N N N N N N N of _ er �_ N r n
o c0 o co �p c0 to �p co to co � c0 0 co co ° o co ° c0 o co ° co ° to O �0 co �0 �/ /
W �
-1+00 0+00 1+00 2+00 3+00 +00 5+00 6+00 +00 8+00 9+00 10+00 11+00 n/ W0
IFUTURE CONDITIONS FLOOD FRINGE LINE J
II ,6 9s J
97 \ 6539 S.F. \ 8201 S.F. NORTX
7,391 S F. �o � ' 94
106
17309 S.F. 98 pl 6000 S.F. n GI
los
6057 S.F. I PROP. 5' CONCRETE SIDEWALK
Q o WITH 8' PLANTING STRIP (TYP.) 6000 S.F.
15788 S.F. loa ml I
15714 S.F
�� fib. 6008 SF 6000 SF REVISIONS
PROP. LARGE MATURING STREET PROP. 5' CONCRETE SIDEWALK vl
TREES @ 40'-50' O.C. WITH 8' PLANTING STRIP (TYP.) 103 1� AR A 0
soon S.F.
F. a � ROREV. 1 -04/19/16
6121 S.
J'U ljj vo PROP. LARGE MATURING STREET
6071 S.F. w CB-7(E) 6• sFIF REVISED PER CITY OF CHARLOTTE
PROP. ROSHELD DRIVE 6+0o A _ �� LJc IAF TREES @ 40'-50' O.C.
� " COMMENTS
30'x30 Jr6'PUBLIC R/W ror �� PRo xoo 6000 SF
CB-3 E
STOP SIGN � -
�> CB-
6560 SF 6257 SF Q PROP. 2'-0'' VALLEY GUTTER
lEV59�
£? E? 6000 S.F.
c1+ - 2+00 0
g 100.15' nom- m 3x \ acs. O ao cc v \\ 6829 S.F.
Y
nN°
3
��S• gg 5 �° , e-s(E) 3 6 L=117.03; R=150.00, \ -75E O>• , \
$015 A=4 = \� _ • 38� E ce-�(c)
- - 4.70, tan 61.6738 � c 1sE " sx
• i »
2'-0" VALLEY GUTTER WATER LINE oG CB-4(E
6334 S F.
169 „
^)/� T C L=56.71, R=175.00' �� 6239 S.F. 7,301 SF llI C6 ° 69
4=18.57, tan=28.6060 L=106.89, R=150.00' ,� Gj L •j STOP SIGN a oxo ( ^M
• � � � / `q1,T �, ° CB-5(G .• � � PROJECT NO.:2015.32
k=40.8J, tan=55.8294 �Q � \
,1
186"163 y 6653 S.F. R " SCALE: 1"=40'(H) & 1"=4'(V)
{�� \, b
17 SF �w�� 0�� 6376 SF NOTES:
DI-B(G) �\ �0 9 DRAWN BY:CLR
/ ET
RD ���/�� THE DEVELOPER SHALL CONTACT THE CHARLOTTE DEPARTMENT OF TRANSPORTATION (GUS JORD/, 704-336-7086) TO /DENTIFr ANY CONFLICTS \ B-4(0) N
ELLIN I T C6 7 165 WITH TRAFFIC SIGNAUZ477ON EQUIPMENT. 60- 90 DAYS WILL BE REQUIRED TO COORDINATE RELOCATION. DEVELOPER SHALL BE RESPONSIBLE
r� 1 � PROP. 8" � ` �= CHECKED BY: MSL
SEESHE �� GO FOR ALL RELATED RELOCAAON COST AND/OR ANY REPAIR COST CAUSED BY THE CONTRACTOR/DEVELOPER. WA TE5- LINE
G 6467 S . CERTIFICATION AND STREET CUT PERMITS ARE REQUIRED FOR UTILITY CUTS ON CITY STREETS: ALLOW 7 DAYS PROCESSING FOR PERMIT. FOR
164 CO INFORMATION CONTACT CHARLOTTE DEPARTMENT OF TRANSPORTA77ON (704-336-4025) OR VISIT 6848 S.F. '
l HTTP://WWW.CHARMECK.ORG/DEPARTMEN7S/TRANSPORTATION/STREET+MAINTENANCE/HOME.HTM (3 G
18641 S.F.
1). CONTRACTOR IS FULLY RESPONSIBLE FOR CONTACTING NON-STANDARD ITEMS (/E.• PAVERS, IRRIGATION SYSTEMS, ETC.) /N THE RIGHT-OF-WAY REQUIRE A RIGHT-OF-WAY ENCROACHMENT AGREEMENT WITH \ CB-2(G
APPROPRIATE PARTIES AND ASSURING THAT EXISTING THE CHARLOTTE DEPARTMENT OF TRANSPORTATION/NORTH CAROLINA DEPARTMENT OF TRANSPORTATION BEFORE INSTALLATION. FOR CITY OF• \ O UTILITIES ARE LOCATED PRIOR TO BEGINNING CONSTRUCTION. CHARLOTTE MAINTAINED STREETS, CONTACT CDOT AT [phone]. 30"x30" O
STOP SIGN
2). CONTRACTOR IS RESPONSIBLE FOR PLACING BARRICADES GRAPHIC SCALE ANY WORK WITHIN THE CITY'S R/W THAT REQUIRES CLOSURE OF THE SIDEWALK OR TRAVEL LANE FOR LESS THAN 30 DAYS REQUIRES A R/W USE `V SHEET NO:
USING FLAGMEN, ETC., AS NECESSARY TO INSURE SAFETY PERMIT. TRAFFIC CONTROL PLANS FOR ANY SIDEWALK OR TRAVEL LANE CLOSURES MUST BE SUBMITTED AS PART OF THE R/W USE PERMIT REQUEST.
® TO THE PUBLIC. 40 0 20 40 80 160 TRAFFIC CONTROL PLANS MUST APPROVED. CONTRACTOR SHALL CONTACT CDOT ATE IN EWITH LEAST 5DOTS WORK AREA TRAFC CONTROL HANDBOOK BUSI SS DAYS IN ADVANCE I OF BEGINNING OF WORKHATAND MUST(704) 43281562.1 ED AND ST
ZZI
3). ALL PAVEMENT CUTS, CONCRETE OR ASPHALT, ARE TO �Ww C C
BE REPLACED ACCORDING TO STANDARDS OF THE NORTH CONSTRUCTION STAGING WITHIN CITY R/W LASTING MORE THAN 30 DAYS REQUIRES A R/W LEASE AGREEMENT. CON77ZACTOR SHALL CONTACT CDOT C6
CAROLINA DEPARTMENT OF TRANSPORTATION. 9
AT [phone].
4). SHORING WILL BE ACCORDING TO OSHA TRENCHING ( IN FEET ) RIGHT-OF-WAY CLOSURES LONGER THAN 30 DAYS REQUIRE A R/W LEASE AGREEMENT WHICH WILL INCLUDE THE SUBMITTAL OF A TRAFFIC CONTROL C606
Know what's beIOW■ STANDARDS PART 1926 SUBPART P, OR AS AMMENDED. 1 inch = 40 ft. PLAN. TRAFFIC CONTROL PLANS REQUIRED THROUGH A LEASE AGREEMENT MAY BE DIFFERENT FROM THE ONE REQUIRED DURING THE LAND
DEVELOPMENT PLAN REVIEW AND ARE SUBJECT TO REVISIONS. THE REVISED TRAFFIC CONTROL PLANS MUST BE SUBMITTED AS PART OF THE LEASE
Call before you dig. AGREEMENT PROCESS FOR APPROVAL PRIOR TO START OF R/W CLOSURES. CONTRACTOR SHALL CONTACT CDOT AT [phone].

PVl STA: 11+69.66
PVl ELEV 648.79
K.• 20.00
L VC.- 145.00
LOW PT. STA: 11+42.16
�O LOW PT ELEV. 649.91 LA THAM WALTERS
rn
oCB-1(l) ENGINEERING, INC.
PVI STA: 2+38.34 TA 11+42.16 N.C. CORP. LIC. C-1815
PVl ELEV.- 663.63 •
RIM (@ E.P.): 649.6
U l V IN.- 644.98 (DCB 2(l))
L VC: 204.4.65 16507-A NORTHCROSS DRIVE
�
K 20. m l V IN. 645.53 (CB- (l)) HUNTERSVILLE, N.C. 28078
PVl STA: 4+8769 INV OUT. 644.78 PHONE: [phone]
HIGH PT. STA: +36.08 PVl ELEV.- 650.59
No HIGH PT ELEV. 661.01 N K. 20.00 CB-2(l) FAX: [phone]
670 � LO "I R L VC.- 182.41 670 660 sTA 1 1+4216 660
co + EX. GRO ND
°p LOW PT. STA: 5 01.07 �O ( )
LOW PT ELEV.• 52.63 o cV or INV IN.- 645.80 645.806(CB- (l))
°) C 00 INV OUT.- 645.30 ��` \A CA . 0
v v cii LW A w °„°°°°,°
mm -� > j + ^ � ^ � j "? m O�° FESS/p°
�- W W "� N � � W C rn©o ic) °
o m N PVl STA: 7+08.15 °p co
�- v �i 6i W PVl EV.• 659.17 m 2 c? olo SEAL o =
CB-9 H) c� I o m rn > j 20.00 v N = 0 17646
0 =
STA +30.40 a; m N W W L V : 122.83 U d �; `O o 2S�IG °
u� " co d + =2i ° �� Q
RIM E.P. : 652.97 / �o -� W cc co p � '1`
INV l 648.89 CB-10 LO ` �i W HIGH P . TA: 7+24.56 _2 ° © W C° F° °°°°E ea
\\
co T N
INV. OUT. 8. 8.69 ( ) �i L6 `� N Z o j HIGH P ELE : 658.29 259 S ; o W / GINE
�U '�� n�j R1 j U U
JULY 28,2016
660 pLO
660 650\,11l5" 650
•- DATE
STARNES RD.
^ _
++ p + (0 cLO � 6 ,, N CU
II Il p II •• � � N W p ti � �O C/)
I, ro RCP 35 L.F. h7
co W Q _ W coco Ed CP ® 1.49 `5239 N Q ? o ROSFIELD D 'S" © 08 1.0
C14 Lij
Q10
Q 50 z o 3' y LlEil
y h
6% ZULL/ NE Z h n
P 6 PROP. GRADE 00
A5
LO CT.
650 - 650 640 640
LGI HOMES-NC, LLC
15" RP00.50.2
30" RCP
3037 SHERMAN DRIVE
-- LANCASTER, SC 29720
PHONE: [phone]
[e-mail]
ELLINGFORD RD. TA. 0+00- 12+0 T_
1"= 40'( ORZ.) - N
1 - 4 ( RT.) W N W
640
630 V J (•) Q
oLL
� o N �n N "� o cO10 °� a m ° CQ
z
�o of O N Nj Nj � to 0 op N :[j .� o = O
N c (6 � � od CS � � of � � � h � � N � � "� v: a � � QO � � "� � � � � � o C�j � � O O W
o o �O o h tp �0 to Qpm �0 � p o �3 � (0 h � p d � � n � � "� h n h
� �O �o cO co tp �o co �o co �o co �
n F---
0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 ~ 0
W O
(D < 1
ZrfaON NOTES: V Q O z
774E DEVELOPER SHALL CONTACT THE CHARLOTTE DEPARTMENT OF TRANSPORTATION (GUS JORDI, 704-336-7086) TO IDENTIFY ANY CONFLICTS Q Q
WITH TRAFFIC SIGNAL/Z47/ON EQUIPMENT. 60- 90 DAYS WILL BE REQUIRED TO COORDINATE RELOCATION. DEVELOPER SHALL BE RESPONSIBLE
FOR ALL RELATED RELOCA77ON COST AND/OR ANY REPAIR COST CAUSED BY THE CONTRACTOR/DEVELOPER.
LOY CT. CER77RCA77ON AND STREET CUT PERMITS ARE REQUIRED FOR UTILITY CUTS ON CITY STREETS. ALLOW 7 DAYS PROCESSING FOR PERMIT. FOR
SEE SHEET C6.9 INFORMATION CONTACT CHARLOTTE DEPARTMENT OF TRANSPORTATION (704-336-4025) OR VISIT n
HTTP://WWW.CHARMECK.ORG/DEPARTMENTS/TRANSPORTATION/STREET+MA/NTENANCE/HOME.HTM I x 1••�
op / 137 I I 128 >
NON-STANDARD ITEMS (1E.• PAVERS, IRR/GAT/ON SYSTEMS, ETC.) IN THE RIGHT-OF-WAY REQUIRE A RIGHT-OF-WAY ENCROACHMENT W
6944 S.F. 136 AGREEMENT WITH 174E CHARLOTTE DEPARTMENT OF TRANSPORTATION/NORTH CAROLINA DEPARTMENT OF TRANSPORTg770N BEFORE INSTALLATION. O
135 FOR CITY OF CHARLOTTE MAINTAINED STREETS, CONTACT CDOT AT(704)336-3888. IZ9 I 13776 S.F.S.F. ` / 0 O O
7157 S.F. ANY WORK WITHIN 774E CITYS R/W THAT REQUIRES CLOSURE OF THE SIDEWALK OR TRAVEL LANE FOR LESS THAN 3O DAYS REQUIRES A R/W 78720 S.F. I w Yi Q
74466 o
00 / USE PERMIT TRAFFIC CONTROL PLANS FOR ANY SIDEWALK OR TRAVEL LANE CLOSURES MUST BE SUBMITTED AS PART OF THE R/W USE _ W 0
PERMIT REQUEST. TRAFFIC CONTROL PLANS MUST BE /N ACCORDANCE WITH COOT'S WORK AREA TRAFFIC CONTROL HANDBOOK (WATCH) AND
MUST BE REVIEWED AND APPROVED. CONTRACTOR SHALL CONTACT CDOT AT LEAST 5 BUSINESS L14YS IN ADVANCE OF BEGINNING OF WORK I �/ ^'
AT [phone]. Ld_ ` �I
30"x30" PROP. 2-0' VALLEY GUTTER (D
CONSTRUCTION STAGING WITHIN CITY R/W LASTING MORE THAN 30 DAYS REQUIRES A R/W LEASE AGREEMENT. CONTRACTOR SHALL CONTACT ,3112.00; =58.2 00' w
STOP SIGN CDOT AT (704) 336-?562 4=38.89, tan=58.2533 I I ct W
RIGHT-OF-WAY CLOSURES LONGER THAN 30 DAYS REQUIRE A R/W LEASE AGREEMENT WHICH WILL INCLUDE 774E SUBMITTAL OF A TRAFFIC _ _ _ (D 1
CONTROL PLAN. TRAFFIC CONTROL PLANS REQUIRED THROUGH A LEASE AGREEMENT MAY BE DIFFERENT FROM THE ONE REQUIRED DURING 130 Q J
- 30'X30" / 774E LAND DEVELOPMENT PLAN REVIEW AND ARE SUBJECT TO REVISIONS. THE REVISED TRAFFIC CONTROL PLANS MUST BE SUBMITTED AS O U
+ I STOP SIGN / PART OF THE LEASE AGREEMENT PROCESS FOR APPROVAL PRIOR TO START OF R/W CLOSURES. CONTRACTOR SHALL CONTACT COOT 27750 S.FCB
.
p 336-2562. - D -2(I) CB-3(/) J J
�� •:: CB-10(74) AT (704)�S'�, !' 18"RCP C/a \ I I I O
S a
15-RCP CB-11 H s /
�` 12+00 m J W
0 0 Si* 18' 35"W 1+00 ��S' ���, / p0
137.16'
DMH 8(H) 15"RCP CB-9(H) 2x00 �6
/
CB-7/) CB-1(I) (P\
D \ CB-13(74) I 8625 S.F.
/ RCP
X I•
CB-9(i �a
REVISIONS
-,
5Q 4=35.0474ta R 47.3574 \ \ 3 • yYl-
e ,o / I I I REV. 1 -04/19/16
REVISED PER CITY OF CHARLOTTE
13300� COMMENTS
�
�° 13Z j
� � / �j G3 r (l)
L=83.72; R=150.00' 131 FES
S.F. �, o I J
'0 4=31.98, tan=42.9790 19567 cJ�J° l-
0 PROP. LARGE MATURING STREET 17642 SF / ml los
' 144 14s 146 `'8- \ O
8127 S.F \ TREES @ 40'-50' O.C. PROP. 5' CONCRETE SIDEWALK ® CB-8p�
6889 S.F. 7458 S.F I I
L CT. WITH 8' PLANTING STRIP (TYP.) 19335 S.F./ ,.
147 L=184.47; R=250.00' 9k�0 / 107
SEE SHEET C6.9 .p Ce-12 E � O
7349 S.F. 0 4=42.28, tan=96.6586
1 h
�+ 15173 S.F.
PROP. ELLINGFORD RD. �
1 / s`��s�llj�,{ ' -�s• � �'p e s RCA° � - - - - _ _56'PUBLIC R/W
'12 S.F. 6j 00 ,
S6° 22' 35" 6+0o_ -.0 C o /
183.70' PROJECT NO.:2015.32
_r I 7 0 o �h
/;35�X('TYP•) DCB-14 E �_- �� SCALE: 1' =40'(H) & 1' =4'(V)
•D•T• DRAWN BY:CLR
- r 30x30" 106
\ OP SIGN T
� PROP. 8" � ROSFIELD DR S 17309 S.F. CHECKED BY: MSL
WATER LINE `�O�S-
j, -f- SEE SHEET C6.6
1). CONTRACTOR IS FULLY RESPONSIBLE FOR CONTACTING �A
• APPROPRIATE PARTIES AND ASSURING THAT EXISTING
UTILITIES ARE LOCATED PRIOR TO BEGINNING CONSTRUCTION.
2). CONTRACTOR IS RESPONSIBLE FOR PLACING BARRICADES 161 GRAPHIC SCALE SHEET NO:
0 USING FLAGMEN, ETC., AS NECESSARY TO INSURE SAFETY
TO THE PUBLIC. 77497 S.F 162 40 0 20 40 80 160
3). ALL PAVEMENT CUTS, CONCRETE OR ASPHALT, ARE TO 18216 S.F.
BE REPLACED ACCORDING TO STANDARDS OF THE NORTH
CAROLINA DEPARTMENT OF TRANSPORTATION.
Know what's bel 4) STANDARDSI
IPART 1926 SUBPAR P,SOR AS AMMENDED.SHORING WLL BE ACCORDING OHA TRENCHING163 ( h FEET )
C607
78617 S.F. 1 inch = 40 ft.
Call before you dig.

CB-3(L)
STA 16+01..46 PVl STA: 18+13.16
RIM (@ E.P.): 647 K
73 PVI .- 2 632.11
K: 20.00 L WZ_E__
INV IN: 644.28 (CB-4(L)) VC: 180.00 ������� �������
INV. OUT 644.08
.
LOW P STA: 18+73.16
�D LOW RT ELEV. 633.23 ENGINEERING, IN
680 680 650650
14 N.C. CORP. LIC. C-1 815
16507-A NORTHCROSS DRIVE
HUNTERSVILLE, N.C. 28078
w � CB-2(L) • v PHONE: [phone]
43 L.F. STA 17+53.51
15" RCP ® 3.199m m
RIM (® E.P.): 61T6.56
FAX: [phone]
INV IN. 633.11 CB-3(L)) / \
INV. OUT: 632.9
E /p°oobv '
� N II IIm =
> / SEAL 0oo
=
/ rn ti W _ o =
VI STA: 14+22.34 17646
PVl ELEV. 661.42 rN� 2i�%, ������ o°
670 L vc: 250.00 670 ,S3 � W 640 ;,,�C`A/)*o,o-*o�P�\,,:
K. 20.00 r j °o,FN EF;o
HIGHPT. STA: 13+97. 4 o�cA ? ��/�/llllsi���`��
HIGH PT ELEV: 65762' in
O j alo Q
+ 9
cV PROP. GRADE
Lr) JULY 28,2016
6i Lj \ 1.50q DATE
m W
VI STA: 11+69.66
4
Vl ELEV.• 648.79
K. 20.00
660 L VC: 145.00 `�' I
660 630
L
N �0 ai EX. GROUND
�r o HM F
+ W
2 U (N
wm Z Q, ° LGI HOMES-NC, LLC
3037 SHERMAN DRIVE
w00 © o LANCASTER, SC 29720
5 CAND FLIGHT LN. �D Q PHONE: [phone]
m 2\ [e-mail]
L.
15 F.
65� / 620
650 15" RCP ® 4.029
� - N
ROP ® 3'02 TALBERT ELLINGF RD RD. STA. 1 +DO-END 00
5,> 4 1 40'(HORZ.) W N W
1"= 4 (VER T.)
645
615 z
LL
o (3 O N � ^ "� n � °� o � °' coo ori � � c � � w V) O
U 00 �O N O �t O O h O o <F O N O
p v N o a•S °� c �i o 00 0o o N �'� N \ co ai PIZ
�o O O 00 O u7 co to tl e} y r� N r� N h) r� N 11
c tp o tD O co to O co tp O o O O to �o cp O o cp ° �O o cp o O co O O O O tp O I- Q ry
t f f f f f t f f f f f W 0 01
IZ 00 13 DD 14 00 IS 00 16 00 17 00 18 00 19 00 20 00 21 DO 22 00 22 SO � Q
UQ Oz
Q � � Q
J J
J X Qry
�
Lu
000
� Q LLZ
COS: 3 \ EX. 30' PCO BUFFER W O
\ W � W
127 126 I25 0.67 Ac. � � � s
13787 S.F. W Z
13647 S.F 15055 S.F.
PROP. 5' CONCRETE SIDEWALK QW / � HcxON j 0
WITH 8' PLANTING STRIP (TYP.) I I U J J 0
PROP. LARGE MATURING STREET Q L J 1
TREES � 40'-50' 0.C. J
PROP. ELLINGFORD RD. I > W
N
56'PUBLIC R/W
- - - - 15"RCP �CB-2\)
5 � - - - - _ - I 19+00
- 22+412+08
CB-J(L) OBCB-3(L) 21+00
U 18+00RCP 1s S2' 59 28'W 17+0o 20+00
15+0
12+00 14+00 �+ - 1064.11'Q
PROP. S.S. (TYP.)
R_ 5 X15 , �,,, R REVISIONS
y �B-6(L) s._ s-
n DEAD ENO STREET BARRICADE
a: 15" RCP
CLDSti1 #5O.O REV. 1 04/19/16
NCB-5(L) LLi I h� / REVISED PER CITY OF CHARLOTTE
RCP CB-4
5 O COMMENTS
v O\ CB (/)L_ 15" CB_6(/ L) / C l
f
TALBER T CT. I FES (L)
30"x30" 30'x30" L A
i-o STOP SIGN PROP. 8" PROP. 2'-0" VALLEY GUTTER �o SEE SHEET C6.13 STOP SIGN
LATIMER LN. WATER LINE `) v
SEE SHEET C6.1
I I COS
13611 S.F.
15125 S.F.
19590 S
I �
NOTES:
PROJECT NO.:2015.32
THE DEVELOPER SHALL CONTACT THE CHARLOTTE DEPARTMENT OF TRANSPORTATION (GUS JORDI, 704-336-7086) TO IDENTIFY ANY CONFLICTS
WITH TRAFFIC SIGNALIZATION EQUIPMENT. 60- 90 DAYS WILL BE REQUIRED TO COORDINATE RELOCATION. DEVELOPER SHALL BE RESPONSIBLE SCALE: 1"-40'(H) & 1"-4'(V)
FOR ALL RELATED RELOCATION COST AND/OR ANY REPAIR COST CAUSED BY THE CONTRACTOR/DEVELOPER,
CERTIFICATION AND STREET CUT PERMITS ARE REQUIRED FOR UTILITY CUTS ON CITY STREETS. ALLOW 7 DAYS PROCESSING FOR PERMIT. FOR DRAWN BY:CLR
INFORMATION CONTACT CHARLOTTE DEPARTMENT OF TRANSPORTATION (704-336-4025) OR VISIT
HTTP://WWW.CHARMECK.ORG/DEPARTMENTS/TRANSPORTATION/STREET+MAINTENANCE/HOME.HTM
CHECKED BY: MSL
NON-STANDARD ITEMS (IE.• PAVERS, IRRIGATION SYSTEMS, ETC.) IN THE RIGHT-OF-WAY REQUIRE A RIGHT-OF-WAY ENCROACHMENT
AGREEMENT WITH THE CHARLOTTE DEPARTMENT OF TRANSPORTATION/NORTH CAROLINA DEPARTMENT OF TRANSPORTATION BEFORE INSTALLATION.
FOR CITY OF CHARLOTTE MAINTAINED STREETS, CONTACT CDOT AT [phone].
ANY WORK WITHIN THE CITY'S R/W THAT REQUIRES CLOSURE OF THE SIDEWALK OR TRAVEL LANE FOR LESS THAN 30 DAYS REQUIRES A R/W
1). CONTRACTOR IS FULLY RESPONSIBLE FOR CONTACTING USE PERMIT. TRAFFIC CONTROL PLANS FOR ANY SIDEWALK OR TRAVEL LANE CLOSURES MUST BE SUBMITTED AS PART OF THE R/W USE
• ® APPROPRIATE PARTIES AND ASSURING THAT EXISTING PERMIT REQUEST. TRAFFIC CONTROL PLANS MUST BE IN ACCORDANCE WITH CDOT'S WORK AREA TRAFFIC CONTROL HANDBOOK (WATCH) AND
UTILITIES ARE LOCATED PRIOR TO BEGINNING CONSTRUCTION. MUST BE REAT [phone].VIEWED AND APPROVED. CONTRACTOR SHALL CONTACT COOT AT LEAST 5 BUSINESS DAYS IN ADVANCE OF BEGINNING OF WORK
2). CONTRACTOR IS RESPONSIBLE FOR PLACING BARRICADES GRAPHIC SCALE SHEET NO:
USING FLAGMEN, ETC., AS NECESSARY TO INSURE SAFETY CONSTRUCTION STAGING WITHIN CITY R/W LASTING MORE THAN 30 DAYS REQUIRES A R/W LEASE AGREEMENT. CONTRACTOR SHALL CONTACT
TO THE PUBLIC. CDOT AT [phone].
40 0 20 40 80 160
3). ALL PAVEMENT CUTS, CONCRETE OR ASPHALT, ARE TO RIGHT-OF-WAY CLOSURES LONGER THAN 30 DAYS REQUIRE A R/W LEASE AGREEMENT WHICH WILL INCLUDE THE SUBMITTAL OF A TRAFFIC
BE REPLACED ACCORDING TO STANDARDS OF THE NORTH CONTROL PLAN. TRAFFIC CONTROL PLANS REQUIRED THROUGH A LEASE AGREEMENT MAY BE DIFFERENT FROM THE ONE REQUIRED DURING
CAROLINA DEPARTMENT OF TRANSPORTATION. THE LAND DEVELOPMENT PLAN REVIEW AND ARE SUBJECT TO REVISIONS. THE REVISED TRAFFIC CONTROL PLANS MUST BE SUBMITTED AS
PART OF THE LEASE AGREEMENT PROCESS FOR APPROVAL PRIOR TO START OF R/W CLOSURES. CONTRACTOR SHALL CONTACT CDOT
4). SHORING WILL BE ACCORDING TO OSHA TRENCHING IN FEET AT [phone]. C608
Know what's e �W■ STANDARDS PART 1926 SUBPART P, OR AS AMMENDED.
Call before you dig. 1inch = 40 ft.

L WZE----I,I
ENGINEERING,GINEJLeRI LY G9 I LV C
N.C. CORP. LIC. C-1 815
/ PVI STA: 6--92.91 16507-A NORTHCROSS DRIVE
PVI ELEV. 652.21 HUNTERSVILLE, N.C. 28078
640 640
K. 20.00 PHONE: [phone]
L VC: 12-5.98
FAX: [phone]
Q � o
o, d.
tri ao
+ + \A CAR
PVI STA: 2+29.34 -/v� o o ^ `O�- ��\p ebv E S S/° o
PVI ELEV.• 618.38 + v v W � °�O
K: 20.00 m m W "SAL o /_
L VC: 88.38 `� -
0
' O _ o 1764600
0
%
N STA 6+11.64 � CID
F�� S.
RIM (0 EP.): 646.02 N � 00 O
630 m m I W 630 INV /N{ 642.57 (SDMH-8( )) N �i
cv �_ 03
a; INV. OUT. 642.37 / I +
41 O = n` JULY 28,2016
O � CB 6(H)
Q > > DATE
0 0 -� N STA 6+11.65 °
? 2 1.00
Q) o RIM (@ E.P.): 646.02
INV IN: 641.95 (CB-7( )) ---
v: WQ
----------- --
03 `O m c ? INV. OUT- 640.00
o + p 2 0o ELLINGFO D RD.
N
U cn cz 2 2
(\4 I I
m1Z
O � 11
M C1Ro0
620 620
m z z LGI HOMES-NC, LLC
XCKINHALL DR. 24 L.F. 3037 SHERMAN DRIVE
15" RCP @ 1.7 9 LANCASTER, SC 29720
P
PH
co W 15 R 640 hens�ey@lg home40
s om
I Z.gg%
ROI DR.
/ 24 L.F. N
-24" RCP @ 0.509' 00
610 = _ _ = L _ 610 W N
24„ RCP v ' U
LOY CT z
I - 40 (HORZ.) Lu
1 4 (VERT.) n �
605 630 0
00 n Lu
CIO a to � � Q) N am o o � � N-) N � 0p Lr) � d w nJ/
N
c�ptl o� 1.0 OOVJ (V
ry LL
Q =
-1+00 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 11 j U D O
J Q
> w U �
NOTES: 1
87 THE DEVELOPER SHALL CONTACT THE CHARLOTTE DEPARTMENT OF TRANSPORTATION (GUS JORD/, 704-336-7086) TO IDENTIFY ANY CONFLICTS < z
WITH TRAFFIC SIGNALIZATION EQUIPMENT. 60- 90 DAYS WILL BE REQUIRED TO COORDINATE RELOCATION. DEVELOPER SHALL BE RESPONSIBLE O
6 791 SF FOR ALL RELATED RELOCATION COST AND/OR ANY REPAIR COST CAUSED BY THE CONTRACTOR/DEVELOPER. O
CERTIFICATION AND STREET CUT PERMITS ARE REQUIRED FOR UTILITY CUTS ON CITY STREETS. ALLOW 7 DAYS PROCESSING FOR PERMIT. FOR
INFORMATION CONTACT CHARLOTTE DEPARTMENT OF TRANSPORTATION (704-336-4025) OR VISIT
HTTP://WWW.CHARMECK.ORGIDEPARIMENTS/TRANSPORTATION/STREET+MAINTENANCElHOME.HTM u
86
NON-STANDARD ITEMS (1E.• PAVERS, IRRIGATION SYSTEMS, ETC.) IN THE RIGHT-OF-WAY REQUIRE A RIGHT-OF-WAY ENCROACHMENT Il
6220 S.F. AGREEMENT WITH THE CHARLOTTE DEPARTMENT OF TRANSPORTATION/NORTH CAROLINA DEPARTMENT OF TRANSPORTATION BEFORE INSTALLATION. (D
FOR CITY OF CHARLOTTE MAINTAINED STREETS CONTACT CDOT AT [phone]. Q
O 85
I � O ANY WORK WITHIN THE CITY'S R/W THAT REQUIRES CLOSURE OF THE SIDEWALK OR TRAVEL LANE FOR LESS THAN 30 DAYS REQUIRES A R/W
/ n m 6330 S.F. USE PERMIT. TRAFFIC CONTROL PLANS FOR ANY SIDEWALK OR TRAVEL LANE CLOSURES MUST BE SUBMITTED AS PART OF THE R/W USE J
�� 84 PERMIT REQUEST. TRAFFIC CONTROL PLANS MUST BE IN ACCORDANCE WITH CDOT'S WORK AREA TRAFFIC CONTROL HANDBOOK (WATCH) AND
MUST BE REVIEWED AND APPROVED. CONTRACTOR SHALL CONTACT COOT AT LEAST 5 BUSINESS DAYS IN ADVANCE OF BEGINNING OF WORK
IL=30.48, R=50.00' 6000 S.F. 83 AT [phone].
A=34.93, ton=15.7321 6000 S.F. 82 CONSTRUCTION STAGING WITHIN CITY R/W LASTING MORE THAN 30 DAYS REQUIRES A R/W LEASE AGREEMENT. CONTRACTOR SHALL CONTACT
? ` COOT AT [phone].
6000 S.F. 81 80 O O O 1 �1I 143 O O O O = RIGHT-OF-WAY CLOSURES LONGER THAN 30 DAYS REQUIRE A R/W LEASE AGREEMENT WHICH WILL INCLUDE THE SUBMITTAL OF A TRAFFIC r1
79 78 77 142 141 140 139 L.L
\�. 6494 S.F,_ 6063 S.F. CONTROL PLAN. TRAFFIC CONTROL PLANS REQUIRED THROUGH A LEASE AGREEMENT MAY BE DIFFERENT FROM THE ONE REQUIRED DURING
6080 S F 6144 S F 6608 S.F I I 6196 S F 6000 S.F. 6000 S.F 5923 S.F. 7312 S.F O THE LAND DEVELOPMENT PLAN REVIEW AND ARE SUBJECT TO REVISIONS. THE REVISED TRAFFIC CONTROL PLANS MUST BE SUBMITTED AS
n `DCB-1(G) PART OF THE LEASE AGREEMENT PROCESS FOR APPROVAL PRIOR TO START OF R/W CLOSURES. CONTRACTOR SHALL CONTACT COOT
AT [phone].
L=22.88,m R=150.00' REVISIONS
4=8.74, to
_ n=11.4631 � _
30"x30" �] f PROP. 8" REV. 1 -04/19/16
\, F °ROP SOP SIGN �BECKINHALL DR�\ WATER LINE REVISED PER CITY OF CHARLOTTE
8"SS COMMENTS
SEE SHEET C6.5
1YP "
O
COS _
-----------
V CB-2 Gloll
\
0 2 �
+oo S74
CB-3(( 239.10' E - 3 ce-s(H) -
0 4+00 5+00 s+oo :70c(�83' 37' 25'E+0o a+oo 84V
p CB-5(G) 15"RCP 15 RCP q o
\f • n 519.99' o
CB-7(H) SDMH-8(H)
CB-4(G) / / CB-9(G) a 15"RCP
6829 S.F. 30
e s ? n • _ e • ••e
30"x " - T- - - - - - - - - _
STOP SIGN h OP. LOY LOUR 'sCB-9(H) 15" RCP
IZ
FUTURE CONDITIONS FLOOD PRINCE LINE OSFILLD 6'PUBLICR/W PROP. 2'-0" VALLEY GUTTER �� e-1o(H) o
SEF SHEET C6� ���� �LLINGFORD DR
FEMA FLOOD FRINGE LINE I 30 x30
SEE SHEET C6.7
I � STOP SIGN
8127 Sc °-
0
I Is3 PROP. LARGE MATURING STREET I PROJECT NO.:2015.32
6848 S.F. 154 -
I I55 156
6200 SF. 157 158 159 16o TREES @ 40'-50' O.C. SCALE: 1"=40'(H) & 1"=4'(V)
.
6000 S.F. 6000 SF 6000 S.F. 6000 S.F. 6000 S.F.
z PROP. 5' CONCRETE SIDEWALK DRAWN BY:CLR
WITH 8' PLANTING STRIP (TYP.)
CHECKED BY: MSL
1). CONTRACTOR IS FULLY RESPONSIBLE FOR CONTACTING
• APPROPRIATE PARTIES AND ASSURING THAT EXISTING
UTILITIES ARE LOCATED PRIOR TO BEGINNING CONSTRUCTION. GRAPHIC SCALE
2). CONTRACTOR IS RESPONSIBLE FOR PLACING BARRICADES SHEET NO:
® USING FLAGMEN, ETC., AS NECESSARY TO INSURE SAFETY 40 0 20 40 80 160
TO THE PUBLIC.
3). ALL PAVEMENT CUTS, CONCRETE OR ASPHALT, ARE TO
BE REPLACED ACCORDING TO STANDARDS OF THE NORTH
CAROLINA DEPARTMENT OF TRANSPORTATION.
( IN FEET )
4). SHORING WILL BE ACCORDING TO OSHA TRENCHING
Know what's e �W■ STANDARDS PART 1926 SUBPART P, OR AS AMMENDED. 1 inch = 40 ft. C609
Call before you dig.

� � LWZ_
� Ld
+ LATTIA1-WA,�,TERS
690 z „ II ENGINEERING, IN
N.C. CORP. LIC. C-1 815
16507-A NORTHCROSS DRIVE
HUNTERSVILLE, N.C. 28078
o PHONE: [phone]
FAX: [phone]
W
\A �CAR,O,,
°°°°°
2 O�°FESS/p°
PVI ST4: 1+53.21
/
PVl ELEV- 667.44oE SEAL o =_
K. 20.00QL
= 0 17646 o
L VC: 98.64 0 / o '116 0
NG IN
6c40 o°° F 25 o
U �V
JULY 28,2016
/ mCi\ LQ DATE
EX. GROUND
c0 Co o^
c0 +
O N
PROP. GRADE WW
i Ili U PV` SFA: 3+07.16 j 6i
+ p J m PVI E EV.• 682.70 Lu
Lu
670 Q m L V : 2 .00
26.45
H M
IF
o � cooto
� m
II `° LGI HOMES-NC, LLC
QW
II � U)
Lu
3037 SHERMAN
i DRIVE
+ © � o LANCASTER, SC 29720
g80 PHONE: (8
g) 487-9340
U v1 2 Z dhensle ihomes.com
660
EL—LINWORD RD. r
24 L.F. STAR ES RD 000
15" RCP © 0.50 1"= 40'(HORZ.) W N
I"= 4WER U
655 Q z
o = W
o^ "� o � No �
� o N o o oCC CC cx� 0 0
r-� N r-� CO In
�0 to
I" to
co co `O � co co �° co co co `O Flo
toco co �° � `° C° � O Q
-1+00 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 W Q W
� n
v Q 0
NOTES: Q U LL
THE DEVELOPER SHALL CONTACT THE CHARLOTTE DEPARTMENT OF TRANSPORTATION (GUS JORDI, 704-336-7086) TO IDENTIFY ANY CONFLICTS O
WITH TRAFFIC SIGNALIZATION EQUIPMENT. 60– 90 DAYS WILL BE REQUIRED TO COORDINATE RELOCATION. DEVELOPER SHALL BE RESPONSIBLE ■
FOR ALL RELATED RELOCATION COST AND/OR ANY REPAIR COST CAUSED BY THE CONTRACTOR/DEVELOPER. j
CERTIFICATION AND STREET CUT PERMITS ARE REQUIRED FOR UTILITY CUTS ON CITY STREETS. ALLOW 7 DAYS PROCESSING FOR PERMIT. FOR X v J
INFORMATION CONTACT CHARLOTTE DEPARTMENT OF TRANSPORTATION (704-336-4025) OR VISIT f ' ' I
HTTP://WWW.CHARMECK.ORG/DEPARTMENTS/TRANSPORTATION/STREET+MAINTENANCE/HOMEUJ
.HTM W
NON–STANDARD ITEMS (1E.. PAVERS IRRIGATION SYSTEMS ETC.) IN THE RIGHT–OF–WAY REQUIRE A RIGHT–OF–WAY ENCROACHMENT Q
AGREEMENT WITH THE CHARLOTTE DEPARTMENT OF TRANSPORTATION/NORTH CAROLINA DEPARTMENT OF TRANSPORTATION BEFORE INSTALLATION. 0 `z
FOR CITY OF CHARLOTTE MAINTAINED STREETS, CONTACT CDOT AT [phone].
ANY WORK WITHIN THE CITY'S R/W THAT REQUIRES CLOSURE OF THE SIDEWALK OR TRAVEL LANE FOR LESS THAN 30 DAYS REQUIRES A R/W
USE PERMIT. TRAFFIC CONTROL PLANS FOR ANY SIDEWALK OR TRAVEL LANE CLOSURES MUST BE SUBMITTED AS PART OF THE R/W USE W 0
\`
PERMIT REQUEST. TRAFFIC CONTROL PLANS MUST BE IN ACCORDANCE WITH COOT'S WORK AREA TRAFFIC CONTROL HANDBOOK (WATCH) AND <
MUST BE REVIEWED AND APPROVED. CONTRACTOR SHALL CONTACT COOT AT LEAST 5 BUSINESS DAYS IN ADVANCE OF BEGINNING OF WORK
OAT [phone]. � I � 1
135 CONSTRUCTION STAGING WITHIN CITY R/W LASTING MORE THAN 30 DAYS REQUIRES A R/W LEASE AGREEMENT. CONTRACTOR SHALL CONTACT
ELLINGFORD RD. V
SEE SHEET C6.7 o
14466 S.F. CDOT AT [phone].
�0o J
POWER POST TO BE RELOCATED. � L=55.64, R=200.00' RIGHT–OF–WAY CLOSURES LONGER THAN 30 DAYS REQUIRE A R/W LEASE AGREEMENT WHICH WILL INCLUDE THE SUBMITTAL OF TRAFFIC
30'X30 CONTRACTOR TO COORDINATE �� 4=15.94, tan=28.0024 CONTROL PLAN. TRAFFIC CONTROL PLANS REQUIRED THROUGH A LEASE AGREEMENT MAY BE DIFFERENT FROM THE ONE REQUIRED DURING J
\ STOP SIGN WITH UTILITY COMPANY. THE LAND DEVELOPMENT PLAN REVIEW AND ARE SUBJECT TO REVISIONS. THE REVISED TRAFFIC CONTROL PLANS MUST BE SUBMITTED AS
PART OF THE LEASE AGREEMENT PROCESS FOR APPROVAL PRIOR TO START OF R/W CLOSURES. CONTRACTOR SHALL CONTACT CDOT
�0G PROP. LARGE MATURING STREET TREES ® 40'-50' O.C. AT [phone]. >
o� I CB-12(H) ° PROP. STARNES ROAD �a
56'PUBLIC R/W
PROP. 5' CONCRETE SIDEWALK
a " 3 WITH 8' PLANTING STRIP (TYP.)
z,
CB-13(H) p�
e
�3` p
0400 —A S57° 38' 48"E 1+00 c O N) 2+0o \� \ PROP. 2'-0" VALLEY GUTTER
191.42 \
REVISIONS
IIIA �� CB-14(H) TIE IN TO EXISTING ss
- -- _- -�� 3* a , ' STARNES RD. PAVEMENT EXIST. S°IARNES ROAD
P .
-�,_
6
3 — 0'PUBLIC R
' �4j,_ Oyt7OHP —SsSS
—
PROP. 8" L —
WATER LINE 0 P/-/\ �`foa �o P SS SS —ss
OHP —aHP�-0 X75
HP 5+0o S54° 34' 13"E X00_
COS: 6 w _ —
0 8625 S F. 0.23 Ac. —� 198.30' —
I W �M
/x W W� M --M
5 /
k s\ x�x W � M —x—x—
ELLINGFORD RD. — — —
EX. PA-VEUF.N 18 —
SEE SHEET C6.7 \ L=49.39, R=150.00'
4=18.86, tan=24.9184
POWER POST TO BE RELOCATED.
CONTRACTOR TO COORDINATE
WITH UTILITY COMPANY.
PROJECT NO.:2015.32
SCALE: 1"=40'(H) & 1"=4'(V)
DRAWN BY:CLR
CHECKED BY: MSL
1). CONTRACTOR IS FULLY RESPONSIBLE FOR CONTACTING
• APPROPRIATE PARTIES AND ASSURING THAT EXISTING
UTILITIES ARE LOCATED PRIOR TO BEGINNING CONSTRUCTION. GRAPHIC SCALE
2). CONTRACTOR IS RESPONSIBLE FOR PLACING BARRICADES SHEET NO:
® USING FLAGMEN, ETC., AS NECESSARY TO INSURE SAFETY 40 0 20 40 80 160
TO THE PUBLIC.
3). ALL PAVEMENT CUTS, CONCRETE OR ASPHALT, ARE TO
BE REPLACED ACCORDING TO STANDARDS OF THE NORTH
CAROLINA DEPARTMENT OF TRANSPORTATION.
( IN FEET ) C61 0
Know what's bel 4) STANDARDSI
IPART 1926 SUBPAR P,SOR AS AMMENDED.SHORING WLL BE ACCORDING OHA TRENCHINGL inch = 40 ft. ■
Call before you dig.

�o
�i
WZE
N � + �
+ (O�
6 6 0 L0 II II
LA THAM WAL TERS
co W ENGINEERING, INC
N.C. CORP. LIC. C-1 815
16507-A NORTHCROSS DRIVE
HUNTERSVILLE, N.C. 28078
v PHONE: [phone]
12� FAX: [phone]
ELLINGFORD RD.
C� % .�`�N CAR
04i � 5p0 �( O
+ j p onFESS/po
cr� 2O o� _
0
650 2 2 oSEAL o _
0
17646 ooo
-
o ��25/►� o
0
o
�Q\�
/ oF/VG INO o
0000000
L S.
/138 �F262% �'1j1l1iiil00\�
f' RCP@ •
1+55.56 /f JULY 28,2016
PW EL V.' 625.83
K.• 20.00 DATE
LVC 100.84
00 PROP. GRADE—\
640 N
rn U U
W W
sk
+NZ3 °1
m
°°° H M I
U Low?
Lu
/,//// 7/
LGI HOMES-NC, LLC
° N06 c� 06
mom ®90 + 3037 SHERMAN DRIVE
Lr)
�i LANCASTER, SC 29720
triNN ��Q P STA: 3+68.54 v PHONE: [phone]
v V/ ELEV. 647.13 W
630 m
o �� m K: 20.00 [e-mail]
U
WW N
Q) o 0 00 00
°�
o m EX. GROUND
+ W cv
`)N
II , II II I; fl) L6
L60
QW ^ � �0 Q
24 Lz
F.
+° j 15" CP 0.509
� o�O Z z o 96% W
620 515% O W
J
1$ RpP r 0� W J
ROSFI LD R. v Q —
�
24 L.F. J U Q O
18"
R 0507.
ZUL I LN W
1"= 40'(HORZ.)
1
1"= 4'(VERT.) W
0 <
610
W � � � N J
o N N N ° p o N o^ rWl1
O o cd n uj o o `J
of N N N ►� el
-1+00 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 —�
I..L Q
ROSFIELDDRO 665-5 .F. 1s1 149
sEESHEE . � 6098 S.F
T REVISIONS
C6 6 18644 S.F. 18567 S.F.
sal �i
30"x30" L=22.02, R=150.00' NOTES:
STOP SIGN A=8.41, tan=11.0296 THE DEVELOPER SHALL CONTACT THE CHARLOTTE DEPARTMENT OF TRANSPORTATION (GUS ✓ORDI, 704-336-7086) TO IDENTIFY ANY CONFLICTS
PROP. 5' CONCRETE SIDEWALK WITH TRAFFIC SIGNAL12ATION EQUIPMENT. 60- 90 DAYS WILL BE REQUIRED TO COORDINATE RELOCATION. DEVELOPER SHALL BE RESPONSIBLE
WITH 8' PLANTING STRIP (TYP.) FOR ALL RELATED RELOCATION COST AND/OR ANY REPAIR COST CAUSED BY THE CONTRACTOR/DEVELOPER.
L=111.62, R=200.00' CERTlnCAT/ON AND STREET CUT PERM/TS ARE REQUIRED FOR UTILITY CUTS ON CITY STREETS. ALLOW 7 DAYS PROCESS/NG FOR PERM/T. FOR
INFORMATION CONTACT CHARLOTTE DEPARTMENT OF TRANSPORTATION (704-336-4025) OR VISIT
_ 4=31.98, tan=57.3053
PROP. ZULLI LANEPROP. 2'-0" VALLEY GUTTER HTTP://WWW.CHARMECK.ORG/DEPARTMENTS/TRANSPORTATION/STREET+MAINTENANCE/HOME.HIM
PROP. 8"
�CBV 16E _ 56 j7UBLIC D W WATER LINE 148 NON-STANDARD ITEMS (1E.• PAVERS, IRRIGATION SYSTEMS, ETC.) IN THE RIGHT-OF-WAY REQUIRE A RIGHT-OF-WAY ENCROACHMENT
0 j� AGREEMENT WITH THE CHARLOTTE DEPARTMENT OF TRANSPORTATION/NORTH CAROLINA DEPARTMENT OF TRANSPORTATION BEFORE INSTALLATION.
7412 S.F.
FOR CITY OF CHARLOTTE MAINTAINED STREETS, CONTACT CDOT A (704)336-J888.
46.E 1100 kCB-10 E) `% St,�0� ANY WORK WITHIN THE CITY'S R/W THAT REQUIRES CLOSURE OF THE SIDEWALK OR TRAVEL LANE FOR LESS THAN 30 DAYS REQUIRES A R/W
I CB-15E 143.34' `. Y �� USE PERM/T. TRAFFIC CONTROL PLANS FOR ANY SIDEWALK OR TRAVEL LANE CLOSURES MUST BE SUBMITTED AS PART OF THE R/W USE
R o R - U �� PERMIT REQUEST. TRAFFIC CONTROL PLANS MUST BE IN ACCORDANCE WITH CDOTS WORK AREA TRAFFIC CONTROL HANDBOOK (WATCH) AND
R — �C - N) J+0 'S83` 37' 25'E I �6 MUST BE REVIEWED AND APPROVED. CONTRACTOR SHALL CONTACT CDOT AT LEAST 5 BUSINESS DAYS IN ADVANCE OF BEGINNING OF WORK
re-1 1a"{ cP tik -:--� _ to n - 182.16 ss. (n�� 4" ��\ \�� 35, X 35' , AT [phone].
PROP 8"
�� - - - - -,
If 6 CB-2E - - - - 18 RCP' p.T ('TYP•) CONSTRUCTION STAGING WITHIN CITY LASTING MORE THAN 30 DAYS REQUIRES A LEASE AGREEMENT. CONTRACTOR SHALL CONTACT
�CB-1 1(E) \\\ CDOT AT [phone].H /
o R R W
I
RIGHT-OF-WAY CLOSURES LONGER THAN 30 DAYS REQUIRE A R/W LEASE AGREEMENT WHICH WILL INCLUDE THE SUBMITTAL OFA TRAFFIC
CONTROL PLAN. TRAFFIC CONTROL PLANS REQUIRED THROUGH A LEASE AGREEMENT MAY BE DIFFERENT FROM THE ONE REQUIRED DURING
THE LAND DEVELOPMENT PLAN REVIEW AND ARE SUBJECT TO REVISIONS. THE REVISED TRAFFIC CONTROL PLANS MUST BE SUBMITTED AS
Q' v L6 ] 8' PART OF THE LEASE AGREEMENT PROCESS FOR APPROVAL PRIOR TO START OF R/W CLOSURES. CONTRACTOR SHALL CONTACT CDOT
169 p �. sr A8 r AT [phone]. PROJECT NO.:2015.32
ROSF � �� �, :.
IELD
7,301 SF PROP. LARGE MATURING STREET s"oo R_15'
SEESHEETC6 6 `n TREES 40'-50' O.C. 8 ��A � SCALE: 1"=40'(H) & 1"=4'(V)
S
` • DRAWN BY:CLR
30' 30" h
Igo STOP SIGN a Ce 12(E)11
CHECKED BY: MSL
U161 �
,13,aa SF
17497 SF.
1). CONTRACTOR IS FULLY RESPONSIBLE FOR CONTACTING
APP•
UTILITIES OPRIATE LARTIES AND ING H
ARE LOCATED PRIOR TO BEGINNING CONSTRUCTION. Q
GRAPHIC SCALE
2). CONTRACTOR IS RESPONSIBLE FOR PLACING BARRICADES / SHEET NO:
USING FLAGMEN, ETC., AS NECESSARY TO INSURE SAFETY 40 0 20 40 60 160
0 TO THE PUBLIC.
3). ALL PAVEMENT CUTS, CONCRETE OR ASPHALT, ARE TO
BE REPLACED ACCORDING TO STANDARDS OF THE NORTH
ELLINGFORD RD. ( IN FEET )
CAROLINA DEPARTMENT OF TRANSPORTATION.
4). SHORING WILL BE ACCORDING TO OSHA TRENCHING SEE SKEET C6.7
C61 1
Know what's beIOW■ STANDARDS PART 1926 SUBPART P, OR AS AMMENDED. i inch = 40 ft. ■
Call before you dig.

L WZE----I,I
ENGINEERING, INC
670 N.C. CORP. LIC. C-1 815
16507-A NORTHCROSS DRIVE
HUNTERSVILLE, N.C. 28078
PVl STA: 3+76.90
PVl ELEV.- 662.97 PHONE: [phone]
K. 20.00 FAX: [phone]
L VC: 282.01
IGH PT. STA: 4+29.96
o IGH PT ELEV.- 658. 70 0
rn N ,.``�\A CAR
ri ^ �.` o o o„o '.,
+ p�eovESS/po
N (0 � o ,� p
U V U U ao A.- SEAL oo
r7 rn _ 01 7646
W o.0
Ql Q� °0 o -
(6 d4--n Lr) ;2i oo 1/2S/lG o
Lr) Co
+ �0 iy FNGINEEeo
660 11 11 11 %��� F�l L1 S
�,; W
Wco
EX. GROUND- u)
/
W
JULY 28,2016
DATE
\¢¢09,
PW STA: 1+50.27
PVI ELE : 640.98 ELL GFORD RD.
K. 20.00
L VC: 94.06
0
PROP. GRADE
650 rn I&EEmpe o sk
U V H M F
LQ Li
vi
N LGI HOMES-NC, LLC
STA 0+29.37 STA 0+33.76 �0V(�s
"I
RIM (® E.P.): 4.68 RIM (@ E.P.): 634.90 3037 SHERMAN DRIVE
INV IN. 630.44 CB-3(J)) INV IN. 630.84 (CB-4(J) LANCASTER, SC 29720
INV. OUT.• 630. INV lN: 631.45 (CB-5(J)INV. OUT.• 630.59 PHONE: [phone]
[e-mail]
640 +
00
QWQW
� W ~ W
5 00- LIJ N
� U
Q Z
8 = L
TALE RT CT 5 RCP -30%^0% F"
1
LL]
O LijW W
630 v Q L J
O
Q = Q LL
24 L.F. LA TI ER LN U J 0
18" RCP @ 0.61 o I"= 40'(HORZ.) _j I__ 0. 0.
I"= 4' ERT.) -
Lu W
625 0
� Q Z
� � � � �
14
0 <QD to � � i0 ° �° ° c0 �o ° � Oo o � �'�, (0 to
W w Q J
-1+00 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 �/ (D J
Q
NOTES. J
ELLINGFORD RD. -j
THE DEVELOPER SHALL CONTACT THE CHARLOTTE DEPARTMENT OF TRANSPORTATION (GUS JORDI, 704-336-7086) TO IDENTIFY ANY CONFLICTS
SEE SHEET C6.S WITH TRAFFIC S/GNAL/ZATION EQUIPMENT. 60- 90 DAYS WILL BE REQUIRED TO COORDINATE RELOCATION. DEVELOPER SHALL BE RESPONSIBLE >
FOR ALL RELATED RELOCATION COST AND/OR ANY REPAIR COST CAUSED BY THE CONTRACTOR/DEVELOPER.
O 108 _ CERTIFICATION AND STREET CUT PERMITS ARE REQUIRED FOR UTILITY CUTS ON CITY STREETS. ALLOW 7 DAYS PROCESSING FOR PERMIT. FOR
109 INFORMATION CONTACT CHARLOTTE DEPARTMENT OF TRANSPORTATION (704-336-4025) OR VISIT
19,355 S . o HTTP://WWW.CHARMECK.ORG/DEPARTMENTS/TRANSPORTATION/STREET+MAINTENANCE/HOME.HTM ^^
110 16029 S.F I + I..L
111 O NON-STANDARD ITEMS (1E.• PAVERS, IRRIGATION SYSTEMS, ETC.) IN THE RIGHT-OF-WAY REQUIRE A RIGHT-OF-WAY ENCROACHMENT
AGREEMENT WITH THE CHARLOTTE DEPARTMENT OF TRANSPORTATION/NORTH CAROLINA DEPARTMENT OF TRANSPORTATION BEFORE INSTALLATION.
6513 S.F. 5387 S.F. I FOR CITY OF CHARLOTTE MAINTAINED STREETS CONTACT CDOT AT [phone].
ANY WORK WITHIN THE CITY'S R/W THAT REQUIRES CLOSURE OF THE SIDEWALK OR TRAVEL LANE FOR LESS THAN 30 DAYS REQUIRES A R/W
USE PERMIT. TRAFFIC CONTROL PLANS FOR ANY SIDEWALK OR TRAVEL LANE CLOSURES MUST BE SUBMITTED AS PART OF THE R/W USE REVISIONS
PERMIT REQUEST. TRAFFIC CONTROL PLANS MUST BE IN ACCORDANCE WITH COOT'S WORK AREA TRAFFIC CONTROL HANDBOOK (WATCH) AND
h MUST BE REVIEWED AND APPROVED. CONTRACTOR SHALL CONTACT CDOT AT LEAST 5 BUSINESS DAYS IN ADVANCE OF BEGINNING OF WORK
T CT. PROP. 2'-0" VALLEY GUTTER .t5 AT [phone].
TAEBE ET 16
C6.13 �� �j ��� REVISED PER CITY OF CHARLOTTE
E \ � I CONSTRUCTION STAGING WITHIN CITY R/W LASTING MORE THAN 30 DAYS REQUIRES A R/w LEASE AGREEMENT. CONTRACTOR SHALL CONTACT
T� ,PROP. LATIMER LANE 'S c CDOT AT [phone].
SEE Sri I� 0 30"x30" PROP. 8 / . I COMMENTS
' m STOP SIGN 56'PUBLIC R/W WA TER LINE Cl. f RIGHT-OF-WAY CLOSURES LONGER THAN 30 DAYS REQUIRE A R/W LEASE AGREEMENT WHICH WILL INCLUDE THE SUBMITTAL OF A TRAFFIC
CONTROL PLAN. TRAFFIC CONTROL PLANS REQUIRED THROUGH A LEASE AGREEMENT MAY BE DIFFERENT FROM THE ONE REQUIRED DURING
G THE LAND DEVELOPMENT PLAN REVIEW AND ARE SUBJECT TO REVISIONS. THE REVISED TRAFFIC CONTROL PLANS MUST BE SUBMITTED AS
'i PART OF THE LEASE AGREEMENT PROCESS FOR APPROVAL PRIOR TO START OF R/W CLOSURES. CONTRACTOR SHALL CONTACT COOT
CB-5(l) Q B-4(l AT [phone].
15" RCP
3_- ' 0 0 °0 1+00 2+00 `�j C 3+00 N S87` 00' 327E 4+00 5+00 5+' 7
PROPS P.) tCr
577.48' h
15" RCP CB-5(J) sV
x
CB-3(J) �
-Z
°
° s
i 11 � y
� I
i11CB 4(J)
l� PROP. LARGE MATURING STREET 30'x30"
PROP. 5' CONCRETE SIDEWALK TREES 40'-50' O.C. STOP SIGN
15' S.D.E. WITH 8' PLANTING STRIP (TYP.) \ `
�1 11
PROJECT NO.:2015.32
i'
+ I SCALE: 1"=40'(H) & 1"=4'(V)
� I22 1�3
C T. 7762 S.F. 124
DRAWN BY:CLR
LBERT 1�1 7457 SF ;
ELLINGFORD
S EE SEET C6'13 1 18670 S.F. 13611 SF SEE SHEET C6.8 CHECKED BY: MSL
1). CONTRACTOR IS FULLY RESPONSIBLE FOR CONTACTING
• ® TO THE PUBLIC.APPROPRIATE PARTIES AND ASSURING THAT EXISTING
UTILITIES ARE LOCATED PRIOR TO BEGINNING CONSTRUCTION. GRAPHIC SCALE
2). CONTRACTOR IS RESPONSIBLE FOR PLACING BARRICADES SHEET NO:
USING FLAGMEN, ETC., AS NECESSARY TO INSURE SAFETY 40 0 20 40 60 160
3). ALL PAVEMENT CUTS, CONCRETE OR ASPHALT, ARE TO
BE REPLACED ACCORDING TO STANDARDS OF THE NORTH
CAROLINA DEPARTMENT OF TRANSPORTATION.
( IN FEET )
4). SHORING WILL BE ACCORDING TO OSHA TRENCHING
Know what's e �W■ STANDARDS PART 1926 SUBPART P, OR AS AMMENDED. 1 inch = 40 ft. C6012
Call before you dig.

L WZE----I,I
LATTIA1-WALTER S
ENGINEERING, INC,
670 N.C. CORP. LIC. C-1 815
16507-A NORTHCROSS DRIVE
NOTES: HUNTERSVILLE, N.C. 28078
PHONE: [phone]
THE DEVELOPER SHALL CONTACT THE CHARLOTTE DEPARTMENT OF TRANSPORTATION (GUS JORDI, FAX: [phone]
704-336-7086) TO IDENTIFY ANY CONFLICTS WITH TRAFFIC SIGNAL12ATION EQUIPMENT. 60- 90 DAYS WILL
BE REQUIRED TO COORDINATE RELOCATION. DEVELOPER SHALL BE RESPONSIBLE FOR ALL RELATED
IRELOCATION COST AND/OR ANY REPAIR COST CAUSED BY THE CONTRACTOR/DEVELOPER.
CERTIFICATION AND STREET CUT PERMITS ARE REQUIRED FOR UTILITY CUTS ON CITY STREETS. ALLOW 7
DAYS PROCESSING FOR PERMIT. FOR INFORMATION CONTACT CHARLOTTE DEPARTMENT OF TRANSPORTATION \\����N CAR
(704-336-4025) OR VISIT ( Q
W.
HTTP://WWCHARMECK.ORGIDEPARTMENISIMANSPORTATION/STREET+MAINTENANCEIHOME.HTM -� o�F E S S .R
o
J NON-STANDARD ITEMS (1E.• PAVERS, IRRIGATION SYSTEMS, ETC.) IN THE RIGHT-OF-WAY REQUIRE A jRIGHT-OF-WAY ENCROACHMENT AGREEMENT WITH THE CHARLOTTE DEPARTMENT OF TRANSPORTATION/NORTH SEAL TION BEFORE INSTALLATIONFOR CITY OF CHARLOTTE MAINTAINED. 01W
o
O CAROLINA DEPARTMENT OF TRANSPORTATION
U STREETS, CONTACT CDOT AT [phone]. = 0 17646 o -
Cl N
O ^ 4j ANY WORK WITHIN THE CITY'S R/W THAT REQUIRES CLOSURE OF THE SIDEWALK OR TRAVEL LANE FOR �o°, ��� o�
O L A d LESS THAN 30 DAYS REQUIRES A R/W USE PERMIT. TRAFFIC CONTROL PLANS FOR ANY SIDEWALK OR °o NG IE�
TRAVEL LANE CLOSURES MUST BE SUBMITTED AS PART OF THE R/W USE PERMIT REQUEST. TRAFFIC ��i��cFoNE o'
°
660 111 CONTROL PLANS MUST BE IN ACCORDANCE WITH COOT'S WORK AREA TRAFFIC CONTROL HANDBOOK (WATCH)
AND MUST BE REVIEWED AND APPROVED. CONTRACTOR SHALL CONTACT CDOT AT LEAST 5 BUSINESS DAYS /////III I II�I00\
\
PVl STA: 14 92.47 IN ADVANCE OF BEGINNING OF WORK AT [phone].
Q , PVl ELEV. 655.96
K. 20• 0 CONSTRUCTION STAGING WITHIN CITY R/W LASTING MORE THAN 30 DAYS REQUIRES A R/W LEASE
\ L VC: 18 88 AGREEMENT. CONTRACTOR SHALL CONTACT CDOT AT [phone].
Q) N '� RIGHT-OF-WAY CLOSURES LONGER THAN 30 DAYS REQUIRE A R/W LEASE AGREEMENT WHICH WILL JULY 28,2016
Q0 O -4 HIGH PSTA: 1+76.36 INCLUDE THE SUBMITTAL OF A TRAFFIC CONTROL PLAN. TRAFFIC CONTROL PLANS REQUIRED THROUGH A
O (3)� aj N O N T.HIGH PT ELEV. 653.94 LEASE AGREEMENT MAY BE DIFFERENT FROM THE ONE REQUIRED DURING THE LAND DEVELOPMENT PLAN DATE
O �} �o REVIEW AND ARE SUBJECT TO REVISIONS. THE REVISED TRAFFIC CONTROL PLANS MUST BE SUBMITTED AS
f O of m O nj O PART OF THE LEASE AGREEMENT PROCESS FOR APPROVAL PRIOR TO START OF R/W CLOSURES.
O II O U \ h CONTRACTOR SHALL CONTACT CDOT AT [phone].
cp N J+,.)7.YO
146
ov 6i
W W I m j j / \ EX. GROUND K. 20.00
O Lu Lu L VC.• 87.56
Q) Z O
650 PROP. GRADE +
bmwolk
H M F ' 7
FEEING ORD RD. m m N "?
24 L.F. N (a: M
NEli 15" ..
15" RCP @ 0.607o V � + © •• � LGI HOMES-NC, LLC
3037 SHERMAN DRIVE
Y LANCASTER, SC 29720
Lr) N PHONE: [phone]
°6 Qj [e-mail]
O N
O
Lq N
Lr) CN
640
Iu) � II00
a� ,
� W � J W N
Kyo U U
i!� z �
Z
-1.00 = W
24 L.F.
15" RCP ® 2.887*----__*.. /� LATIMER LN.
w O W
U � D �
630 = 0 LL
TALBERT CT J U O
I"= 40'(HORZ.)
I"= 4'(VER T.) W
1
625 I I I
N � � ^ O Nh � � O N fir\ � � � � � � Q W Z
N OF ry C ap N N ao 0i o LL]W O W
� to O c\j � Lf)� 1 � N N O �to � N d-V. 'l- InIn in k In I In LL
to O t � � � � � �O e co � O Q� (0 o cp to to to w J
-1+00 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 L.� w Q
U <
ELLINGFORD RD.
SEE SHEET C6.8 117 a
116
19590 S F 115
76473 S.E
17933 S.F. ^
I..L
COS
PROP. LARGE MATURING STREET
TREES @ 40'-50' 0.C.
� 30"x30"
STOP SIGN PROP. TALBERT COURT REVISIONS
— — — 56'PUBLIC R/W— — — — — (ir3) llz Cos
3 ,
15237 S.F.
? _ _
° ° L 206 21; R 150 00'
74519 S.F.
4=78.77, tan=123.1352 PROP. 2'-0" VALLEY GUTTER
__- — --_-- __�_ \�\ 114
ce-3L 0 15XRCP
_ 1+00 — C _ 2+00 0-�0 3+� _ N87° 00' q"W 4+oo 1\ 6190 sF PROP. LARGE MATURING' STREET �h
0 0
_ \ TREES @ 40'-50' O.C.
o 395.55' PROP "S.S.
) PROP. TALBERTCOURT
j� 1 PROP. 8' 0
h
WATER LINE ��� \ ° E• / Z _. __.� _- -` tt R��� QQc�
h PROP. 2'-0" VALLEY GUTTER S•j t?1 = II
15' GP Z +Do C W 7+0o N8' 14' 37"W o s+oo 8+53
PROP. 5' CONCRETE SIDEWALK \ ° ��\ 18p R - I� -
W 250.89'
WITH 8' PLANTING STRIP (TYP.) � \ / �, tZ-I �n `.
DCB-1(J)
Dl--J(K) 7(K)� CB-4(J) 18 RCP ?g RCP E
` I II8 RCP 15 V - _
�C+o ??w r
0 15125 S.F. 119 1l0 15CB-2(K) \\ \` Q — — - a _ j
o S D.L.D \\,
z CB-3(✓) �� PROJECT NO.:2015.32
ELLINGFORD RD 75402 S.F. - = V' PROP. s" s\s- 15' FES (J)
� CB 2(J) d S.D.E.
SEE SHEET C6.8 \ `° O\-f ` SCALE: 1"=40'(H) & 1"=4'(V)
y WATER LINE LATI
o rAPROP. 5' CONCRETE SIDEWALK �� �, S�L�Sj��FIi'L�T STOP SIGN DRAWN BY:CLR
���� S EE WITH 8' PLANTING STRIP (TYP.) �� T C6_121
�-���j1vE, J-IN�ATION CHECKED BY: MSL
M� R CON Izl
78670 S.F.CONTRACTOR IS FULLY RESPONSIBLE FOR CONTACTING FC
• APPROPRIATE PARTIES AND ASSURING THAT EXISTING
UTILITIES ARE LOCATED PRIOR TO BEGINNING CONSTRUCTION.
2). CONTRACTOR IS RESPONSIBLE FOR PLACING BARRICADES GRAPHIC SCALE 111 SHEET NO:
USING FLAGMEN, ETC., AS NECESSARY TO INSURE SAFETY 6573 S.F.
0 TO THE PUBLIC. 40 0 20 40 80 160
3). ALL PAVEMENT CUTS, CONCRETE OR ASPHALT, ARE TO
BE REPLACED ACCORDING TO STANDARDS OF THE NORTH
CAROLINA DEPARTMENT OF TRANSPORTATION.
4). SHORING WILL BE ACCORDING TO OSHA TRENCHING ( IN FEET )
C6013
Know what's beIOW■ STANDARDS PART 1926 SUBPART P, OR AS AMMENDED. i inch = 40 ft.
Call before you dig.

1/8'
,°d•°�• ° '•' ° .• TURNING
GENERAL NOTES:
Y° r yy v yy y yy •y yy y r Syy PACEII¢ANDING
1.5% (2% MAX.)
NOTES: ALL DIRECTIONS
1. A GROOVE JOINT 1" DEEP WITH 1/8" RADISHALL BE REQUIRED IN THE CONCRETE 1. ENSURE FLUSH CONDITIONS AT CURB RAMP
f¢ y yy y yr O yv y yN yyy
O O O O O O O O O O O O O O O O O O O O O O O
0 0.65"
(1.6" TO 2.4")
TAL
TERS
ADJACENT CURB. A SEALED 1/2" EXPANSION JOINT WILL BE REQUIRED WHERE THE 2. TYPICALLY, THE SIDEWALK RUNNING SLOPE NG1NEER1G9
N
CSIDEWALK AT 5' INTERVALS. ONE 1/2" EXPANSION JOINT WILL BE REQUIRED AT 45' TO GUTTER TRANSITION. A O O O O O O O O O O O O O O O O O O O O O O O. d,, INTERVALS NOT TO EXCEED 50' AND MATCHING EXPANSION/CONSTRUCTION JOINT IN SIDEWALK
� O O O O O O O O O O O O O O O O O O O O O O O
4" SIDEWALK JOINS ANY RIGID STRUCTURE. SHALL NOT EXCEED THE GENERAL GRADE O O O O O O O O O O O O O O O O O O O O O O O N.C. CORP. LIC. C-1815
° 2. SIDEWALK AT DRIVEWAY ENTRANCES TO BE 6" THICK. ESTABLISHED FOR THE ADJACENT STREET y y y y y y y A NORTHCROSS DRIVE0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 16507
y y HUNTERSVILLE, N.C. 28078° J. WIDTH OF SIDEWALK ON THOROUGHFARE STREETS SHALL BE A MINIMUM OF 6'.HWIDTH J. MAINTAIN POSITIVE DRAINAGE ALONG THE LIP O O O O O O O O O O O O O O O O O O O O O O O
° OF SIDEWALKS IN THE CENTRAL BUSINESS DISTRICT WILL BE DETERMINED BY TE CDOTOF GUTTER IN o
p' RAMP. , B y y y W I (1.6" TO 2.4") PHONE: [phone] WIDTH OF SIDEWALKS ON NON-THOROUGHFARE STREETS SHALL BE BASED ON TYPICAL ADDITIONAL CATCH BASINS MAY BE REQUIRED 8' WIDE BACK OFCURB O O O O O O O O O O O O O O O O O O O O O O O N
STREET SECTION, A MINIMUM OF 5'. SIDEWALK TO BE POURED TO END OF RADIUS AT ON THE SIDES OF THE RAMP TO MINIMIZE PLANTING O O O O O O O O O O O O O O O O O O O O O O O FAX: [phone]
INTERSECTING STREETS. STANDING WATER AT THE RAMP LOCATION. STRIP Cy
LEI
P C y 0
GROOVE JOINT IN SIDEWALK 5. CONCRETE COMPRESSIVE STRENGTH SHALL BE 3600 PSI. IN 28 DAYS. y y y y . O O O O O O O O O O O O O O O O O O O O O O O
6. ZONING CONDITIONS MAY REQUIRE ADDITIONAL WIDTH SIDEWALKS WHICH SHALL aaa W W O O O O O O O O O O O O O O O O O O O O O O OSUPERSEDE THESE STANDARD DIMENSIONS SHOWNa
y FLOWLINE
7. LIDS FOR JUNCTION BOXES AND UTILITY VAULTS SHALL BE NON-SKID AS SPECIFIED BY ---__-- O O O O O O O O O O O O O O O O O O O O O O O
ENGINEER. --------- -r --- T-------I -�---- ,I --
O O O O O O O O O O O O O O O O O O O O O O O O OO O OO °, Cq°R, °
8. JOINT MATERIALS SHALL LIMIT SHRINK SLOPE "A" 1.5% (2.00% MAX � ESS/
/ o
1/8" RADIUS RESULTS IN A MAXIMUM OF 1/4" FROM FLUSH. CONTINUE JOINT AT VARIES_ 5' MIN. VARIES GUTTER LIP °
SLOPE "B" . .33% MAX) BACK OF CURB C
SLOPE "C" lO% MAX SEAL °I ' " o
=
EXAMPLE SIDEWALK CONSTRUCTION DIMENSIONS: WIDTH) (MATCH WIDTH OF RAMP) O O O O _ 0 1 7646 ° _
d . 1/6" TO 1/4" WIT RISE CROSS-SLOPE PLAN VIEW TRUNCATED DOME PLAN VIEW '� ° �� � °o��
*o IG o
i o
t 5' 1" 1.679 SPACE LANDING ° F I o E��°
4' " 1.569 TURNING /�j,`/y[°O000000°°
4" • °• a d 6' 1 1.569 1.5% (2% MAX.) y NOTES: ��i C S.
�" 2" MAX FROM 111110
ALL DIRECTIONS A y 1. ALL DETECTABLE WARNING DEVICES USED IN NEW CONSTRUCTION SHALL BE OF A RIDGID PRECAST OR TRUNCATED D0ME SPACING
8 1- " 1.569 y y y y BACK OF FLOWLINE
EMBEDDED PRODUCT APPROVED BY THE CITY ENGINEER. RETRO FIT MATS WILL ONLY BE ALLOWEED ON
DETECTABLE n ° a 1/2" EXPANSION JOINT y y y y y y y CURB DEPTH AT EXISTING RAMPS WITH PRIOR APPROVAL OF THE CITY ENGINEER FOR MATERIAL TYPE AND INSTALLATION
/\
•d d A y TURNING SPACE/LANDING WARNING RAMP (1E. RESURFACING).
AC/ 1.5% (2%MAS.) SURFACE A LOCATION 2. RAMP AND DETECTABLE WARNING AREA SHALL BE A MINIMUM OF 4 FEET IN WIDTH, BUT NOT BE LESS
B
JOINT FILLER o 1.50% (2.00% MAX.) \ \ / ALL DIRECTIONS PLANTING STRIP 29 SLOPE (BEYOND) THAN THE WIDTH OF SIDEWALK LEADING TO BACK OF RAMP. JULY 28,2016
\ '~ 6" 'Fr " _
J.
DETECTABLE WARNING SURFACES SHALL EXTEND 2.0 FT MINIMUM IN THE DIRECTION OF PEDESTRIAN 50%-65% OF BASE DIAMETER DATE
1/2' �U) °°°° r. 11 O" 4. DETECTABLE WARNING AREA CAN BE SQUARE WHERE USED IN A CURB RADIUS. ~
TRANSVERSE EXPANSION PROPOSED CURB & GUTTER y y y RAMP SLOPE I T IL 1 5. THE ROWS OF TRUNCATED DOMES IN DETECTABLE WARNING SURFACES SHOULD BE ALIGNED
` y y UP TO 5% PERPENDICULAR TO THE GRADE BREAK BETWEEN THE RAMP RUN AND THE STREET WHERE
JOINT I N SIDEWALK y y y y y FLOWLINE SIDEWALK (8.339 7.MAX.) 2-0 � " DETECTABLE WARNING SURFACES ARE PROVIDED ON A SURFACE WITH A SLOPE THAT IS LESS THAN 5
PROPOSED 4" CONCRETE SIDEWALK DETECTABLE PERCENT, DOME ORIENTATION /S LESS CRITICAL.
DEPTH AT WARNING 2'-O" 6. DECTECTABLE WARNING AREA SHALL BE COLORED BLACK IN ALL LOCATIONS EXCEPT ON TRYON STREET
FLOWLINERAMP
DETAILS SHOWING E X PA N S I 0 N JOINTS -�� ' LOCATION MAT PER VALLEY MALL, WHERE FRENCH GRAY IS TO BE USED. (MUST BE A CONTRASTING COLOR TO SURROUNDING
OLDS GUTTER SURFACE). TRUNCATED DOME SECTION
IN CONCRETE SIDEWALK #10.35B (BEYOND) 7. IF PAVERS ARE TO BE USED, PAVERS SHALL BE 6" THICK AND CAST FROM 5000 psi CONCRETE.
ISOMETRIC VIEW TYPICAL RAMP SECTION AT CENTERLINE 8. MATS ARE TO BE RIGID WITH TURN DOWN EDGES EMBEDDED IN CONCRETE TO ELIMINATE TRIP HAZARD.
9. DIMENSIONS PER NCDOT 848.06
NOT TO SCALE NOT TO SCALE NOT TO SCALE LE_ j�
• CITY OF CHARLOTTE 0 CITY OF CHARLOTTE PERPENDICULAR CURB RAMP • CITY OF CHARLOTTE TRUNCATED D0MES
LAND DEVELOPMENT STANDARDS CONCRETE S D E WA L K ST . N RU. '11LAND DEVELOPMENT STANDARDS STD. N0. REV. LAND DEVELOPMENT STANDARDS STD. N . R I- �_ �� E
CaiARi(>1rr rE. INCLUDES CHARLOTTE ETJ 10.2211 C RAUMTE- INCLUDES CHARLOTTE ETJ WITH 2 -0 VALLEY GUTTER 110.33114CHARWfTE- INCLUDES CHARLOTTE ETJ PLAN AND CROSS-SECTION 10.35B 113
LGI HOMES-NC, LLC
2s" RADIUS 3037 SHERMAN DRIVE
a s 1/2" R/W 56' TOTAL R/W R/W
LANCASTER, SC 29720
M 2a' 28' PHONE: [phone]
° L [e-mail]
° •°'• T- BACK OF WALK
2'-0" VALLEY GUTTER :16" RADIUS •" I S.U.E. R/W R/W S.U.E.
•° BACK OF GUTTER 42' R/W (MINIMUM)
• °•• . (VARIABLE SLOPE NOT TO EXCEED 10%) 7'-0" 21' (MIN) 21' (MIN) 7'-0'
• 2'-0'• FLOWLINE
(MIN) (MIN) (MIN) (MIN)
2'-0" 10'-6" 10'-6" 8'-0" 5'-0" 1'-0" N
r'A (11' IF VALLEY) (11' IF VALLEY) co
1.59 1.59
1/2" RADIUS I�6���1'-0" -TA ° ••d 2.009' MAX SLOPE 3/8" PER FT. 2.009 MAX r^
I 3. RADIUS J
4'-0" MIN. z
� • 1/b" RADIUS 2:1 CUT MAX. S R R S 2:1 CUT MAX.
1'-6" MEDIAN CURB AND GUTTER 5 SECTION THROUGH FLOWLINE 3:1 FILL MAX.
N • °° 3:1 FILL MAX. = w
TO BE USED IN MEDIANS WHEN LANES ARE SLOPED
FROM ISLAND OR AS SPECIFIED BY THE APPROPRIATE ° ° • I-
CITY ENGINEERING DEPT. 4A SURFACE COURSE
dde • d A° v /
LLd, 1" SF9.5A O
1�V-6• _I FINAL LIFT TO BE APPLIED UPON MEETING ONE OF THE FOLLOWING CONDITIONS I ' I
SIDEWALK 1.5% CROSS-SLOPE (2.00% MAX) MAX. 2" FROM BACK OF CURB TO 1) 759 DEVELOPMENT OCCUPANCY, WJ
DETECTABLE WARNING SURFACE TACK COAT 2) 1 YEAR FROM INTERMEDIATE COURSE PLACEMENT, O
ACCESSIBLE RAMP SLOPE 1 3) FOR ETJ STREETS, FINAL 1- MAY BE PLACED WHEN APPROVED BY NCDOT. r
1 (SEE SECTION 1.E.4) v
0�
7.59 (8.33% MAX)
INTERMEDIATE COURSE _
° M �__a___ __________(BEYOND)_ FLOW LINE 1 1/2" S9.5B OR SF9.5A �-
a ° d 1. FOR EXPLANATION OF RIGHT-OF-WAY Q
° •d d WIDTHS REFER TO CITY OF U Z J
p BASE COURSE
d ° ' e �7 8" COMPACTED AGGREGATE BASE COURSE, OR 4" BCBC TYPE 825.08. CHARLOTTE SUBDIVISION ORDINANCE
SHOULD ENTIRE DEVELOPMENT HAVE A CBR OF 6 OR GREATER, THEN SECTION 20-22(d).
1/a" RADIUS I~9" 3/4" 6� AN ALTERNATIVE BASE COURSE PAVEMENT DESIGN MAY BE SUBMITTED 2, ZONING SETBACKS MEASURED FROM
RADIUS" 1/9" RADIUS 4'-0" MIN. CONTINUOUS PASSAGE 4'-0" MIN. 14-5� 6� TO THE CITY ENGINEER FOR APPROVAL. TOTAL R/W X
° a
1'-6" MOUNTABLE CURB AND GUTTER SUBGRADE Lij
N ° • '• ° COMPACTED SUBGRADE (SEE SECTION 1.A.18) ' ' I
TO BE USED IN MEDIANS ONLY: WHEN SPECIFIED BY e 1 3/4" RADIUS TYPICAL RAMP SECTION Q W
THE APPROPRIATE CITY ENGINEERING DEPT. L
4'
TYPICAL PAVEMENT SECTION Q
° °° ° d °° d KEY � O
® 2'-6" STANDARD CURB AND GUTTER OR 2'-0" VALLEY GUTTER W 0 (�
NOT TO SCALE OS 4" CONCRETE SIDEWALK w U)
NOT TO SCALE NOT TO SCALE � _
• CITY OF CHARLOTTE I..�
LAND DEVELOPMENT STANDARDS CURB AND GUTTER CITY OF CHARLOTTE ACCESSIBLE RAMP SECTIONS , CITY OF CHARLOTTE LOCAL RESIDENTIAL MEDIUM STREET (� Q
STD. NO. I REV. h LAND DEVELOPMENT STANDARDS LAND DEVELOPMENT STANDARDS J
QIARL()'rTE- INCLUDES CHARLOTTE ETJ 10.17 B CUMUM� 2'-0" VALLEY GUTTER STD. N°. R CHAR-U. TYPICAL SECTION STD. N0. REV. J
INCLUDES CHARLOTTE ETJ 10.33 B 13 INCLUDES CHARLOTTE ETJ U-02 113/ � >
^<
0. Q
4X4' MIN. TURNING SPACE/LANDING CL R/W
1.5% (2.00%MAX) IN ANY DIRECTION lF TURNING SPACE IS CONFINED BY CURB OR VERTICAL
NOTES: SURFACE AT BACK OF THE TURNING SPACE, THE WIDTH
JOINT SEALER 1/8" RADIUS (TYPICAL) J��ES OF TURNING SPACE MUST INCREASE TO 5'-O"M/N.
1. MAINTAIN A MINIMUM OF 0.59 SLOPE ON ALL N���N A - - 3.5' 4.5'
CONCRETE SURFACES TO PROMOTE SURFACE �P�� / ` 4,-. REVISIONS
1 8 DRAINAGE TOWARD CURB. ,�0'(P� � \ 2:1 CUT MAX
SURFACE OF GUTTER 2. GUTTER FLOW LINE AND PLAN PROFILE SHALL / J.1 FILL MAX
°d d BE MAINTAINED THROUGH THE RAMP AREA. 9
• ° • ° , ° °d d° 4 e a MAX GUTTER SLOPE IS 29. FLOW LINE
• ° d • ° B �J+ �1 \v�
d 3. THE SURFACE OF THE RAMP SHALL BE 0
dA. ° a • d° ° FLUSH WITH THE FLOWLINE OF THE CURB o o SECTION A-A
AND GUTTER. VARIES °°° C C o c e o 0 0°°° APPLICABLE WHEN NO SIDEWALK PRESENT.
o° A PLEASE NOTE: DRIVEWAY STANDARD
JOINT FILLER 4. THE RAMP OPENING (AT THE FULLY 4' MIN. MAX. SLOPES AND BREAKOVERS APPLY
DEPRESSED CURB) SHALL BE LOCATED WITHIN CONCRETE
THE PARALLEL BOUNDARIES OF THE OBSTRUCTION
CROSSWALK MARKINGS. THE RAMP DEPRESSED 2'-6"CURB & GUTTER
CURBAND VARIES) CURB REVEAL SLOPE "A" 1.5% (2.00% MAX)TRANSVERSE EXPANSION JOINT CENTERLINE SHALL BE LOCATED AT THE
CORNER RADIUS CENTERLINE UNLESS DETERMINED BY FLARE SLOPE SLOPE "B" 7.5% (8.33% MAX) GUTTER (TYP.) NOTES:
OTHERWISE DIRECTED BY THE ENGINEER. PLACEMENT FOR OBSTRUCTED CORNER RADIUS SLOPE "C" 10% MAX
NOTES: DIAGONAL CURB RAMPS SHALL HAVE A 30' 1. ALTERNATIVE CUL-DE-SAC DESIGNS, INCLUDING
SEGMENT OF STRAIGHT CURB AT LEAST 24 ISLANDS SHALL BE SUBMITTED TO THE CITY
1. CONTRACTION JOINTS SHALL BE SPACED AT 10-FOOT INTERVALS. FOR VALLEY GUTTER, INCHES LONG LOCATED ON EACH SIDE OF -1 ENGINEER AND CDOT FOR REVIEW AND APPROVAL.
THE WING SLOPE AND WITHIN THE 30' R
A 10-FOOT SPACING MAY BE USED WHEN A MACHINE IS USED. JOINT SPACING MAY BE ALTERED CROSSWALK MARKINGS. ACCESSIBLE RAMP (TYP.) 2. THE CROWN FOR PAVEMENT SHALL BE 1/4" PER
BY THE CITY ENGINEER TO PREVENT UNCONTROLLED CRACKING. ti`.`,`,
5. THE WING AND RAMP SURFACES SHALL BE �, / q `, FT FROM THE CENTER OF THE CUL-DE-SAC.
2. CONTRACTION JOINTS MAY BE INSTALLED BY THE USE OF TEMPLATES OR FORMED BY OTHER APPROVED METHODS. 3600 PSI CONCRETE WITH A SIDEWALK FINISH •, ?Fq�Ft�,:,`,• '.•%00 CE.•.+.'. RIGHT-OF-WAY LINE
-11 WHERE SUCH JOINTS ARE NOT FORMED BY TEMPLATES, A MINIMUM DEPTH OF 1 1/2" SHALL BE OBTAINED. N ACCORDANCE WITH CURRENT EDITION •••,53R . CONC. SIDEWALK (TYP.) J. REFER TO NCDOT STANDARDS FOR DITCH TYPE
NCDOT STANDARD SPECIFICATIONS FOR STREETS IN ETJ.
3. ALL EXPANSION JOINTS SHALL BE SPACED AT 90-FOOT INTERVALS, AND ADJACENT TO ALL RIGID OBJECTS. ROADS AND STRUCTURES. FLOW LINE c •`. PROJECT NO.:2015.32
JOINTS SHALL MATCH LOCATIONS WITH JOINTS IN ABUTTING SIDEWALK. ° e e 4. SIDEWALK MAY BE REQUIRED TO EXTEND AROUND
6. DRAINAGE STRUCTURES, MAST ARMS, LIGHT PLANTING STRIP CUL-DE-SAC BULB WHERE PARKS OR SCHOOLS HAVE
POLES AND OTHER OBSTRUCTIONS SHALL NOT VARIES °°,c °;°°° = o° °°o°° 6"CONCRETE CURB (TYP.) FRONTAGE TO THE END OF THE CUL-DE-SAC. SCALE: N.T.S.
4. CONCRETE COMPRESSIVE STRENGTH SHALL BE 3600 P.S.I. IN 28 DAYS. BE PLACED IN LINE WITH RAMPS. LOCATION °°oo° ° °o° SHOWN AS OPTION WHEN
OF THE RAMP SHALL TAKE PRECEDENCE NON-WALK SURFACE
5. CURB SHALL BE DEPRESSED AT INTERSECTIONS TO PROVIDE FOR FUTURE ACCESSIBLE RAMPS. OVER LOCATION OF OBSTRUCTIONS EXCEPT 4' MIN. PRESENT(PLANTING STRIP) DRAWN BY:CLR
WHERE EXISTING OBSTRUCTIONS ARE BEING CONCRETE
6. TOP 6" OF SUBGRADE BENEATH THE CURB AND GUTTER SHALL BE COMPACTED TO 100% STANDARD PROCTOR DENSITY. UTILIZED IN THE NEW CONSTRUCTION.
DEPRESSED 2'-6"CURB & GUTTER STANDARD CUL-DE-SAC NOTE.- THIS DETAIL IS NOT FOR USE IN ETJ, CHECKED BY:MSL
CTI 7. SEE STANDARD DRAW/NG 10.35B FOR DHETERMINED IGHT VARl BY)FLARE SLCURB OPE OR ON NCDOT-MAINTAINED STREETS. REFER TO
DETECTABLE WARNING INSTALLATION. NCDOT SUBDIVISION ROADS MINIMUM
Q8. SEE USDG INTERSECTION DIAGRAMS l-1 PLACEMENT FOR SMALL CORNER RADIUS CONSTRUCTION STANDARDS MANUAL.
�
LLJ THROUGH I-3 FOR TYPICAL RAMP PLACEMENT
Q AND INTERSECTIONS LAYOUT.
NOT TO SCALE NOT TO SCALE NOT TO SCALE
W
• CITY OF CHARLOTTE CITY OF CHARLOTTE STANDARD PLACEMENT OF ACCESSIBLE CITY OF CHARLOTTE CITY OF CHARLOTTE RESIDENTIAL SHEET NO:
u � LAND DEVELOPMENT STANDARDS CURB AND GUTTER STD. NO. REV. LAND DEVELOPMENT STANDARDS STD. No. REV. LAND DEVELOPMENT STANDARDS D. NO. REV.
RAMP AND GENERAL NOTES CUL-DE-SAC DETAIL
CHARLOTTE. INCLUDES CHARLOTTE ETJ 10.17C QIARLOTTE- INCLUDES CHARLOTTE ETJ 110.35A 13 c�inRLo�'rE. 1 1 .1 6 13
NC700
Lo

UNDERDRAIN L
LE
NOTES: GENERAL NOTES. COLLECTION POST-CONSTRUCTION W I
V CONTROLS 1 1. SEE NCDOT STANDARD 840.01 FOR DETAILS BASED ON PIPE SIZE PER CROSS SECTION. 7 SYSTEM EASEMENT LA THAM WAL TERS
1. REMOVE WIRE AND NYLON TWINE FROM BALL AND CANOPY. 1. ALL SAND F20 FO SHALL HAVE - - - - - - - - - - - -CLEANOUT PCCE
2. CONSTRUCT TWO SINGLE BASINS PER NCDOT STANDARD WITH DOUBLE INTERIOR WALL. a MINIMUM 20 Foor accEsS RIP-RAP PCCE - - - PCCE- - - (PCCE) - � � �� �� � ��
EASEMENT CONNEC77NG TO A
2. SOAK ROOT BALL AND PLANT PIT IMMEDIATELY AFTER INSTALLATION.
J. ALL CONCRETE TO BE 3600 P.S.I COMPRESSIVE STRENGTH. DEDICATED PUBLIC RIGHT of APRON
SLAB TO BE MONOLITHIC WAY. ACCESS ROAD SHALL HAVE N.C. CORP. LIC. C-1 81 5
4. BASE SLAB SHALL BE MONOLITHIC. AND REINFORCING TO BE MIN. 12'STABILIZED WIDTH, MAX
3. STAKING IS REQUIRED FOR ALL TREES IN R.O.W. OR UPON LONG. GRADE OF 15% MAX. 16507-A NORTHCROSS DRIVE
REQUEST OF ARBORIST. 5. SEE CLDSM STANDARDS 110.29 AND #10.30 FOR PLACEMENT OF CATCH BASIN. CONTINUOUS CROSS-SLOPE 5X. IN ADDITION, - SDE - - J
A 10-FOOT WIDE PERMANENT I HUNTERSVILLE, N.C. 28078
4. REMOVE EXCESS SOIL FROM SITE AND DISPOSE OF IN A 6. PIPE SECTION D2 CONNECTING CATCH BAS/NS SHALL HAVE A MINIMUM DIAMETER SAME AS OF MUST ROWDEDE ACCESS EASEMENT
ASE ET E
LEGAL MANNER. OUTLET PIPE D3. PERIMETER OF ALL BMPS TO I PHONE: [phone]
ALLOW FOR ADEQUATE PRETREATMENTFAX: [phone]
7. ALL REINFORCING STEEL SHOWN ON NCDOT STANDARDS IS TO BE PROVIDED AS CONTINUOUS MAINTENANCE AND REPAIR SEDIMENTATION O
5. RESEED UNMULCHED, DISTURBED AREAS. � MEMBERS. (NO LAPS, USED AS A SINGLE CONTINUOUS BAR IN THE SLAB) J-J J-J 2. ALL DRAINAGE AREAS TO A CHAMBER t0U_TFLO�SAND FILTER FACILITY ARE TO 8. WEEP HOLES SHALL BE PLACED IN BACK WALL WITH FILTER FABRIC OR STONE ON BACK BE STABILIZED PRIOR TO
3/4"NYLON STRAP INSTALLA77ON OF SAND. \\\IIIIIII////6"SLIP KNOT MATH STOP KNOT. SIDE \ N CAR6" LARGER THAN TREE DIAMETER 3. CLEAN OUTS IN THE SDE \ROOT CROWN TO UNDERDRAIN SYSTEM ARE TO � o000000O .BE PROVIDED EVERY 50' \ Q o E S S/ °BE AT FINISH GRADE KEEP MULCH AWAY FROM MINIMUM. CLEAN OUTS SHALL o TRUNK 1'TO 2" HAVE WATER TIGHT, VANDAL. L - - - - - - - - - -4"HIGH /6"MADE MAXIMUM Y YPLAN PROOF CAPS AND EXTEND 6" PCCE LEVEL SPREADER FILTER BED PCCE °BERM OUTSIDE OF ROOTBALL 4" MAXIMUM LAYER OF MULCH �� INLET OUTLET ABOVE THE SURFACE'. OVERFLOW - 1. 17646
SEAL
6 6 0 -
OR RIP RAP
0
3- 1"x2"x18" WOOD STAKES AS NEEDED %�% ��
0 0°
NTH
/\0
DRIVENINCENTERED
WITH STRAP ��i,`/SI°OOp0000�Ooo A�\\`
/ PLAN VIEW //GINE Y_
EQUALLY SPACED AROUND TREE FINISH GRADE 3- #4 BARS �/ \\
PLAN SEE INSET /1111EARTHEN // C L S• \\
1" 1111\\\\
3- #4 BARS FOR OPTION _ _ \ BERM
REMOVE TYPICAL EXCESS SOIL BACKFILL AS SPECIFIED / \ CLEANOUT
RIP RAP BERM
FROM ROOT CROWN PERFORATED OVERFLOW JULY 28,2016
8-- 16" -8" WASHED 2R/p STANDPIPE / \ FILTER BED SPILLWAY
REMOVE TOP 1/3 BURLAP UNDISTURBED SOIL STONERAP AS NEEDED DATE
AND ANY NAILS/PINS, ETC. WQ v �/(�
V
8„ S _ -
R00T BALL DIA. 12" INLET LOPOUTLET - -
REMOVE TOP 1/3 OF WIRE ~ WQ`V_ - -
VARIES W F j PRETREATMEI!lT o
BASKET WHERE PRESENT
n
RAISE PIT BOTTOM TO SET ROOT CROWN � INLET SLOPE OrrOUTLET U �
AT THE CORRECT HEIGHT. FIRM SOIL UNDER ROOT BALL. Z r INFLOW
0 SECTION J-J 30" TO 36" PIPE _
ALL TREES SHALL MEET AMERICAN STANDARD FOR NURSERY STOCK (ANSI Z60.1-2004) z r SECTION Y-Y 15" to 24" ° UNDERDRAIN OUTFLOW
FOR EXAMPLE: CALIPER HEIGHT (RANGE) MAX. HEIGHT MIN. ROOT BALL DIA. MIN. ROOT BALL DEPTH o I `'SETPROFILE VIEW COLLECTION
2" 12-14' 16' 24" 16" SYSTEM
3" 14-16' ,s• 32" 21" NOT TO SCALE NOT TO SCALE
• CITY OF CHARLOTTE CITY OF CHARLOTTE CITY OF CHARLOTTE NOT TO SCALE
LAND DEVELOPMENT STANDARDS TREE PLANTING LAND DEVELOPMENT STANDARDS BRICK DOUBLE CATCH BASIN CCY� LAND DEVELOPMENT STANDARDS SURFACE SAND FILTER
STD. N0. REV. „ „ LSTD. N REV.
STD. N0. R
CHARLOTTE. INCLUDES CHARLOTTE ETJ (FOR SINGLE AND MULTI-STEM TREES) 140.0 CHAPJMTE. INCLUDES CHARLOTTE ETJ 15 T H R U 36 PIPE 20.0 3 8 Q��T INCLUDES CHARLOTTE ETJ 121 .24 10
LGI HOMES-NC, LLC
3037 SHERMAN DRIVE
LANCASTER, SC 29720
ALTERNATE WALL17 PHONE: [phone]
f TABLE OF DIMENSIONS 9" OR 10" dhensle I Ihomes.com
CONFIGURATION D T A B C E L WT. 1 1/8" 5/16" Y@ 9
I 3 16"
� 12" 2-1/4" 4" 2'-0" 4'-1" 2'-0" 6'-1" 730
15" 2-1/4" 6" 2'-3" 3'-10" 2'-0" 6'-1" 730 1 5/16"
18" 2-1/2" 9" 2'-3" 3'-10" 3'-0" 6'-1" 1190
w 24" 3" 10" 3'-8" 2'-6" 4'-0" 6'-2" 1770
- - - - - - - - 30" 3-1/2" l'-0" 4'-6" V-8" 5'-0" 6'-2" 2380 IL-1 1/4"
;7. SPECIFIED BALL DIAMETER 1'-9" APPROX. 12'-6" MAX. SPLICE BOLT 5/8" NC-2 N
36" 4" l'-3" 5'-3" 2'-11" 6'-0" 8'-2" 5320 2" FOR POST BOLT
DETAIL OF BOLT
ESPECIFIED BALL DIAMETER 42" 4-1/2" 1'-9" 5'-3" 2'-11" 6'-6" 8'-2" Sg2p P�rf � co
^'
5/8" DIA. x POST BOLT1/2" ` V
H 48" 5" 2'-0" 6'-0" 2'-2" 7'-0" 8'-2" 7470 12
1 1/4" SPLICE BOLT
7. 54" 5-1/2" 2'-3" 5'-6" 2'-10" T-6" 8'-4" 8810 4 4 REQUIRED 4 1/4" " '/4" 15 16" DIA. x
BEAM TYPE GUARD RAIL 2" ,_ �2. 1�6" DEEP RECESS MI5/B"
EFFECTIVE BALL DIAMETER 60" 6" 2'-6" 5'-0" 3'-3" 8'-0" 8'-3" 11180 0 ! ,
TOP OF BALL NATURAL SOIL LINE C B 66" 6-1/2" 3'-0" 6'-0" 2'-3" 8'-6" 8'-3" 12530 \ Z
TOP OF BALL TERMINAL
AS DUG AS DUG L = LENGTH 72" 7" 3'-0" 6'-6" 1'-9" 9'-0" 8'-3" 13980 SECTION -
C C M
2" MAXIMUM OF SOIL PLAN ° -
- - - COVERING ACCEPTABLE - posr POST I DETAIL OF NUT
NATURAL SOIL LINE f UNACCEPTABLE SOIL MAX. 12'-6" CEN ER TO ENTER OF POSTS
//�J
_ 0.
COVERING GENERAL NOTES: TYPICAL ELEVATION (L 13/16" MIN. �/ /
3.1 SLOP 1. SEE FORMER NCDOT STANDARD 310.01 FOR DETAILS. DIA. HOLE
o f �0 2. REINFORCEMENT SHALL CONFORM TO THE REQUIREMENTS 4 3 1/4" " W O
ROOT CROWN Q OF REINFORCED CONCRETE PIPE OF LIKE DIAMETER PER W 6 x 8.5
AASHTO M170, TABLE 2, WALL B. ER-1 SEE STD. 1 1/6 1 17/32 I~4" If6„ O
V
-� 21 SLOPE (MIN. 3') N0. 50.08A
ROOT CROWN } 3• ALL CONCRETE TO BE 3600 P.S.I COMPRESSIVE STRENGTH. PROPERTY LINE
p0 T STEEL GUARD RAIL -� 2 5/16" `ri>` � DIA3/HOLEMIN.
4. PROVIDE TONGUE OR SPIGOT JOINT AT INLET END SECTION. t
SECTION
5. PROVIDE GROOVE OR BELL JOINT AT OUTLET END SECTION. O TO 13E FlLLEDE
' F EDGE OF PAVEMENT--
AVEMENT 3 1/4" y NEUTRAL AXIS WITH CONC.
SEE STD. 20.23 AND 20.24 6. THE DIMENSIONS FOR END SECTIONS SHALL SUBSTANTIALLY AGREE h GROUND
ACCEPTABLE CONDITION UNACCEPTABLE CONDITION 11
WITH THE TABLE. MINOR VARIATIONS WILL BE PERMITTED BASED 1 1/8" 3/4" x 2 1/2" POST
ON THE MANUFACTURER'S STANDARD FORMS AND TEMPLATES. N BOLT SLOT z �
(AS DELIVERED) (AS DELIVERED) / DEAD-END STREET BARRICADE s I W J
7. NOT TO BE USED IN NCDOT MAINTAINED RIGHT OF WAY. ^3 1/4" SPLICE BOLT .
NOTE: I NOTE 1 SLOT Q
A ROOT FLARE EXCAVATION FOR ALL TREES SPECIFIED I 2 5/1 " 1 29/32" x 1 1/8" I ""
WILL BE DONE BY THE CITY ARBORIST TO ENSURE THAT 4 THIS DETAIL IS NOT A GUARDRAIL DETAIL. FOR SPLICE BOLT SLOT M Q Q
uj
TREES WERE NOT PLANTED/GROWN TOO DEEPLY AT SOURCE ROADSIDE GUARDRAIL, SEE NCDOT STANDARD'1 f T I ' ' O
(NURSERY). LANDSCAPE CONTRACTOR SHALL HAVE SUPPLIER _ITI E �ITI _ SECTIO THRU RAIL ELEMENT DRAWINGS 862.01-862.03 a DETAIL OF POST I W U
MARK GROUND LEVEL LINE ABOVE ROOT BALL. IF CITY ARBORIST APPROVED DATE W LL '
DETERMINES THAT THERE IS EXCESSIVE SOIL OVER THE ROOT w v/]
CROWN, THESE TREES WILL BE REJECTED. END VIEW NOT TO SCALE NOT TO SCALE
• CITY OF CHARLOTTE • CITY OF CHARLOTTE • CITY OF CHARLOTTE U Q
TE
ROOT 0 T FLARE DEPTHS LAND DEVELOPMENT STANDARDS FLARED END SECTION CCY� LAND DEVELOPMENT STANDARDS DEAD END STREET BARRICADE J
_ LAND DEVELOPMENT STANDARDS STD. N0. R . STD. N0. REV. J
C[IAR.IA1'TE_ INCLUDES CHARLOTTE ETJ (TREE ROOT BALL CONDITION ON TREES FROM SUPPLIERS) 4D. 09 9 CHARL TE_ INCLUDES CHARLOTTE ETJ 12 TH R U 72 PIPE 20.22 1 CHARIATTE_ INCLUDES CHARLOTTE ETd 50.07A3: >
^<
3/4" OUTSIDE 1/2" WIDE
RADIUS (TYP.) WHITE BORDER
REVISIONS
1/4" INSIDE RADIUS (TYP.) GENERAL NOTES: REV. 1 -04/19/16
1. STEEL BEAM TYPE GUARD RAILS SHALL BE INSTALLED AT THE END OF ALL DEAD-END STREETS, EXCEPT CUL-DE-SAC STREETS REVISED PER CITY OF CHARLOTTE
10'-O" MAX. 10'-0" MAX. WHICH HAVE BEEN IMPROVED WITH A PERMANENT TURN-AROUND. COMMENTS
* 3'-6" MIN. * 3'-6" MIN.
2. FOR STREETS 26' IN WIDTH THE GUARD RAIL SHALL CONSIST OF TWO(2) 12'-6" SECTIONS OR ONE(1) 25' SECTION, THREE (3) STEEL
FUTURE DEVELOPMENTPOSTS, AND TWO (2) TERMINAL SECTIONS. FOR STREETS GREATER THAN 25' IN WIDTH THE GUARD RAIL SHALL SPAN THE
ENTIRE WIDTH OF THE STREET.
3. GUARD RAIL SHALL CONSIST OF RAIL ELEMENTS FABRICATED TO DEVELOP CONTINUOUS BEAM STRENGTH AND INSTALLED AS SHOWN.
0000000000000000 WILL EXTEND12" 4. MINIMUM THICKNESS OF GUARD RAIL SHALL BE 12 GAGE U.S. STANDARD.
0000000000000000THE RAIL ELEMENT INCLUDING SPLICES, SHALL HAVE A MINIMUM ULTIMATE TENSILE STRENGTH OF 80,000 LBS.
L GREEN GUARD RAIL PARTS FURNISHED SHALL BE INTERCHANGEABLE WITH SIMILAR PARTS REGARDLESS OF THE SOURCE OF MANUFACTURER.
BACKGROUND 7 THE HOLES FOR CONNECTING BOLTS SHALL BE PUNCHED OF DRILLED, BURNING WILL NOT BE PERMITTED.
2" (TYP) 5. THE GUARD, BOLTS, NUTS, STEEL POSTS. AND ALL OTHER METAL PARTS SHALL BE GALVANIZED TO CONFORM TO THE REQUIREMENTS
PLAN REET--, FOR THE COATING CLASS, (2.50 OUNCES PER SQUARE FOOT) OF THE CURRENT SPECIFICATIONS FOR ZINC-COATED (GALVANIZED) IRON, AND
STEEL SHEETS, COILS, AND CUT LENGTHS, IN ACCORDANCE WITH ASTM 123A.
WHITE TEXT (TYP.) 6. IF THE AVERAGE SPELTER COATING AS DETERMINED FROM THE REQUIRED SAMPLES IS LESS THAN TWO (2) OUNCES OF SPELTER PER
PROJECT NO.:2015.32
SQUARE FOOT, OR IF ANY ONE SPECIMEN HAS LESS THAN 1.8 ONCES OF SPELTER PER SQUARE FOOT OF DOUBLE EXPOSED SURFACE, THE
LOT SAMPLED SHALL BE REJECTED, THE FINISHED SHEETS SHALL BE OF FIRST CLASS COMMERCIAL QUALITY, FREE FROM INJURIOUS DEFECTS, SCALE: N.T.S.
24" SUCH AS BLISTERS, FLUX, AND UNCOATED SPOTS.
DRAWN BY:CLR
NOTES. 7. THE GUARD RAIL SHALL BE INSPECTED TO DETERMINE THAT THE MATERIAL, DIMENSIONS, AND WORKMANSHIP ARE IN ACCORDANCE
NOTE: 1. SIGN SHALL MEET OR EXCEED MUTCD STANDARDS FOR RETROREFLECTIVITY WITH THIS PLAN. CHECKED BY:MSL
* TRANSITION FROM 2'-6" STANDARD CURB TO VALLEY CURB 8, WHERE A DEAD-END STREET REQUIRES GUARD RAIL, END OF ROADWAY MARKER SIGNS SHALL ALSO BE REQUIRED.
AT A DRAINAGE INLET ONLY. 2. SIGN MATERIAL SHALL BE 0.080" THICK ALUMINUM
(SEE STD. 50.08A & 50.088) (ER-1).
SEE STANDARD 10.19 FOR CROSS SECTION GEOMETRY. J. ALL LETTERS SHALL BE SERIES B-2000 FROM THE 2004 STANDARD HIGHWAY
SIGNS MANUAL (AND ANY REVISION THERETO) PUBLISHED BY THE FEDERAL
HIGHWAY ADMINISTRATION.
NOT TO SCALE NOT TO SCALE NOT TO SCALE
• dh
CITY OF CHARLOTTE • SHEET NO:
CITY OF CHARLOTTE CATCH BASIN FRAMESTREET CONNECTIVITY SIGN CITY OF CHARLOTTE DEAD END STREET BARRICADELAND DEVELOPMENT STANDARDS LAND DEVELOPMENT STANDARDS STD. N0. REV. _ LAND DEVELOPMENT STANDARDS
IN VALLEY GUTTER STD. No. REV. C7<IARLOTTE. INCLUDES CHARLOTTE ETJ FOR END- 0 F-ROAD BARRICADE r5O.0 8'c 4 C�IARIA'I'TE. INCLUDES CHARLOTTE ETJ GENERAL NOTES 150.07131
REV
C�IARLOTTE. INCLUDES CHARLOTTE ETJ 110.29
C701

MOORES CHAPEL ROAD
NOTES.
1. CONTACT THE U77LITY COMPANY TO RELOCATE ANY EXISTING UTILITY
POLES. ALL EXIS77NG FACIL177ES WHICH CONFLICT W177-1 77-IE PAW CREEK L
IMPROVEMENTS UNDER THE SCOPE OF THIS PROJECT MUST BE RELOCATED VILLAGE
AT 77-IE EXPENSE OF THE APPLICANT
PHASE / h PAWrUCKEn �ATH WALTERS
2. ALL DEVELOPMENT CREATING A TOTAL OF 20,000 SQUARE FEET OF ROAD NGINEERING9 INC.
IMPERVIOUS AREA SINCE SEPTEMBER 1978 WILL REQUIRE STORM DRAINAGE �c N.C. CORP. LIC. C-181 5
DETEN 770N. O C
- oZ 16507-A NORTHCROSS DRIVE
J. TREES Wl77-IIN THE STREET RIGHT OF WAY ARE PROTECTED BY LAW. �`� HUNTERSVILLE, N.C. 28078
A PERMIT IS REQUIRED FROM THE CITY ARBORIST AT [phone] PHONE: [phone]
ALL TREES OV
8" INSE I
R DIAMETER AS MEASTO THE REMOVALOURED 4.5/ANY RGABOVE GROUNDOF WAYEAND LOCATED WITHINR C3 ' �'' \ PAW VILLAGE RD FAX: [phone]
THE SETBACK ARE PR07ECTED BY LAW. CONTACT LAND DEVELOPMENT .a' PHASE II—
AT [phone] FOR REQUIRED PERMITS /
S PPW SITE �'a k \\�,%IIIIIII/,
/
4. BEFORE YOU DIG STOP. CALL 7HE NC ONE-CALL CENTER AT SS ���`� \A qR
I / \ 1-800-632-4949. IT'S 7HE LAW. x_85 p��FESS/0°
JS o _
~
IN. SEAL o –
PROP. 8" C CT1 = 17646 _
7858 S.F. / WCINITYMAP o o'
\ \ \ WATER LINE N 7-.S �?%J °o°F ���
ss H' / INSET /�'�tiFL L S.
6686 S.F. II /
J 41
6679 S.F. I I O O
6000 S.F. I 6000 S.F. I I
\ \ y I 6000 S.F. I I I I 37 O 'I' JULY 28,2016
6000 S.F. I I 36 O i' 6243 S.F. I
6000 s.F I I 3s 34 I v�, � DATE
\ 6680 S.F. l • — _ J 6000 S.F. 6000 S.F. I I 6044 S.F.I NA
—JI \ I_
L� \NE L 32 \ ® I
�'�. =;. .. — 6434 S.F
46 B'PV 7391 S.F. —
I
O c SS ca (ice-4(B) I 07
S� I 6673 S.F. �Ge 18" RCP �. \ L� I
_ 6063 S.F.
15"RCP 1�
-7(B) 6002 S.F \ I I I
111.
I 5850 S.F. I I I,
� \ — 1 ' 5850 S.F. HOMES
5 6669 S.F. - - - -
R s2o2 SF. I I s7 58 PROP SS LATERA (TYP.) CB14(A) /
\ / I I O \ PROP. 8 vll I J
\ \ l 6000 s.F I I s9 WA TER LIN � � 30 \ \ —
\ � 6000 S.F. � - O .I �I cn _
6000 S.F. I I O I I 61
O I I I I I O 6002 S.F. I \ o LGI HOMES-NC, LLC
�{ 6000 S.F. 62 J
48 a I I I 6000 S.F. 6000 S.F. I 63 I I O ,I,aq 1 15'S.DE� _ DI-3(B) 5850 S.F. I' II 5850 S.F.
6664 S.F L I I I 4�
'rlCB 1s(A) 3037 SHERMAN DRIVE
I \ /. � � � I I 6000 S.F. 6000 S.F. 65 �� CB-3(B)� 15"RCP — \ � l l
y v v A I I I I 6297 SF I LANCASTER, SC 29720
�� 29 P
�. HONE [phone]
\ '1 - I 6002 S.F. 11 A
49 ss i \ - F II v 0 [e-mail]
I6469 S.F. B-4(F)�B-3�F) 6268 S.F. \ 1I II 5850 S.F. 5850 S l
� \ ; j5.. 71c CB-2(8) f3CB-12 A) ;
cP
Ld
�I \ O
\ SDMH-2(B).,. RCP _ I IZ I —
I 54 Q 30" CB-111 B �I11 6002 S.F.
I
U —1 5850 SF I I i I / CV
l7850 S.F. 6404 S.F. \ 66 115 RCPT CB-1 1(A) //0 S.F. CIO
\ I \< 1 FES (B) L_ CB-10(A) I N
_ I I—
s sono S.F m I —
I LU
DCB-2(F) - � � � a r n
— I �� 27 � \ i � I, V / U
m
6002 S.F
(A \ — 5850 S.F •� ''i ! 1 cn a z
I II n
sl O \FNT 67
8987 S.F. \ l ��CB-9(A) ^
I 8252 S.F. �\ \ \ 6000 SF. I I i1� 26 II I Ili s
I SII f /
I _ IS.F. O = N
A � 6002 I I
N \\ - J C. O
o \ \ Lei IId I 6412 S.F. I l / � / 1
8252 S.F. w J
I \ / 6000 s.F \ nbl) /l (D
\\ \ / — \ — — I N' �I 6002 S.F l I m = J
\O 2SDMH-1(F�
CB 7(D) In
1 \ 6000 .S.F
X I FES (F) \ I \
II
F
\9 X. SSM H _ �� �� � COS: � o� � ;;; ., , \ � X �-
\ I 6002 S.F. I p
/ 70 RCB-7(A Il \
� 4g.F� •q iCB-6(D)�
\ 46� I � 'L•i I � '� % C7 Q
I \
\\ \ 8229 S.F. V
6756 DCB-4(D)
6388 S F. I I 19
5850 S.F.
; ` I I Is O\ \ l CB-2(A)" J
�• 5850 s.F 5850 S.F I 15850 s:F I 17 16 30.� .. RCP FES (A)
EX' 72� V� A I 5850 S.F. I 15850 SF. 15 /1(Aa 30 \ s
7643 S.F. CB-1(A)
6814 S.F.
\ \ —
\ 3524 RCPT rte' " � >,•, _ � 5 �� l 2
\ \
�—
_ >
5850 S.F. I
APPROXIMATE �r — J' • .l I
LOCATION OFce–s y re_3(A) j, \
7523 S.F. - O $ P i
\ \ �¢� >5 RCP 1 „ RG tr S•,� \ \ \
I REVISIONS
EX. POND � SS
SS 74 v `— CB-5(A)�B_4 A)� l Q
5 \ \ -
n \ 6366 S.F. �� \ \ /� • �� 7337 S.F.
FES (D)
O I y Amo
/
7099S F. ti I 7 fl4 o`C
SM I (TYP.)
r S / ENT V PROP. 8" PVC P. �_ a"
k v \ S PCC EASEM /- \ WATER LINE �, SS
f 4
� 3
0 0 Ss \ Ss AD EXT.DCB-2(C)
/ SS s" _� EX. SSMH
ISSMH SS —
s 4
\ � PROP. BRIDGE
0, � � (BY OTHERS)
I _
/— \ FES (C)
\ \
V, PROJECT NO.:2015.32
PROP. BRIDGE
NC
CONSTRUCTION BY BRIDGESIGN BY KCI ASSOC. E CONTRACTOR
�\ SCALE: 1"=60'
1 /
\ I ) �� '' \ DRAWN BY:CLR
�� � EX.
PAW CR
E f —^ \ CHECKED BY: MSL
;� � \,�\ I ) moo_ �� � — � � �[�-�. �• / �
1). CONTRACTOR IS FULLY RESPONSIBLE FOR CONTACTING
� • APPROPRIATE
ARE LOCATEDARTIES AND
PRIOR TO ASSURING
BEG BEGINNINGTHAT
CONSTRUCTION.EXISTING
SEE SHEET C8.1
- • 2). CONTRACTOR IS RESPONSIBLE FOR PLACING BARRICADES GRAPHIC SCALE SHEET NO:
USING FLAGMEN, ETC., AS NECESSARY TO INSURE SAFETY
0 TO THE PUBLIC. 60 0 30 60 120 240
3). ALL PAVEMENT CUTS, CONCRETE OR ASPHALT, ARE TO
BE REPLACED ACCORDING TO STANDARDS OF THE NORTH
N CAROLINA DEPARTMENT OF TRANSPORTATION.
I� 4). SHORING WILL BE ACCORDING TO OSHA TRENCHING ( IN FEET )
C800
L(-) Know what's below. STANDARDS PART 1926 SUBPART P, OR AS AMMENDED.
Call before you dig. inch = 60 ft.

SEE SHEET C8.0
MOORES CHAPEL ROAD
N) WE
/ O L I,
FES (G) � / 'SS
UCKEn
PROP. PVC I \ I IGA I�HA �YAL T�EERS
00 WATERR PAWT LINE
�
ROAD ENGINEERING, INC.
:70C N.C. CORP. LIC. C-181 5
oZ 16507-A NORTHCROSS DRIVE
HUNTERSVILLE, N.C. 28078
\� l0) sDMH (c)r� PHONE: [phone]
- - / ti� ' - PAVLLAGE RD
ASFAX: [phone]
� � I�/ // I 6797 SF �. � ce-z(H) � ,:/ 1 � / PHASE II STgRN
Q�\ SITE_ Ca //,/ I 0 \ / 6220 SF• p 1 .�� ``
Dl-4(H 0O R�P/ / c 7 FES (H) I 7_ D�o OF E S
AI 6330 S.F. / �S N$ /�
SEAL o
CB _ 17646
VI -,I0
6000 S.F. l / 83 / -3(H) / \` / CILVITYLVA0 u
soon SFN.
� — T.S. o°F
6000 SF 81 I � �? \ � � .AL
�
6494 S.F. I 79 I I �;\�
6080 SF � I 6144 S.F ,• �� l� � � I
GO - J_ 6608 S.F. I. CB 5(H) 143 I 142
// �,� JI PROP. 8" VVVCCC I I o I I 141 I JULY 28,2016
Q SS / � '',.. ce-2(c) a LWA TER LIN ► i 15196 S F soon S F I 140 I
�•• A \� I 6000 S.F. 39 DATE
I I 1
CB-3(G) a 5923 S.F. 7312 S.F.
I
- � 15 55 / 88 �- `�S RCP •• : RCP \�.�. ,�--- . < -- A � — � I � I
o
6829 S.F. CB
_ - R T
PROP.GB-9(G) � LOY
- — OU � -
\ U CB-6(H)
EX. ho
I
\ 6000 S.F. — — SDMH
153P. 5 LA LS (TYP. 1• 15"RCP -�
6848 S.F. 154
0 6200 SF ISS I I
CB-9(H /�...RCP CB-10(H) �\� HOMES
90 •� i1
156 - - — -
1
/ q �
o l o � „ 11157 O
6179 S.F ��
6000 S F. r 6000 S.F. 59 8127 S.F.w / o l l Is8 I I I
•B-7(G) , , 6000 SF.
/CB-6(G) I I I I 6000 S.F. 600 .F.
LGI HOMES-
I I 160 I 'I
0 /�� Rcil'�"RCP 8G _ I I I I 6000 S.F NC, LLC
O L I I I
o I I 3037 SHERMAN DRIVE
/ 1 1415 ry li NOTES: LANCASTER, SC 29720
15000 S.F. SF
/� — -� 6889 PHONE: [phone]
1. CONTACT THE UTILITY COMPANY TO RELOCATE ANY EXISTING UTILITY [e-mail]
POLES ALL EXISTING FACILITIES WHICH CONFLICT WITH THE
Ip 137 IMPROVEMENTS UNDER THE SCOPE OF THIS PROJECT MUST BE RELOCATED
- ( I s0002EF. !' l Q / — --------, H C !I I I AT THE EXPENSE OF THE APPLICANT
J 6653 S.F. ISZ
r / 146 6944 S.F.
Ia sl, 6098 S Iso �CB-11(H)j Il2. ALL DEVELOPMENT CREATING A TOTAL OF 20,000 SQUARE FEET OF 7458 SF. .e IMPERVIOUS AREA SINCE SEPTEMBER 1978 WILL REQUIRE STORM DRAINAGE
18644 S.F. 149 / \ \ Ir DETEN770N.
(0 93 \ l 1
Q \ I I81567 SF /� �Q 136
J. 77?EES W117�1N THE STREET RIGHT OF WAY ARE PROTECTED BY LAW. co
W/ ifr / A PERMIT IS REQUIRED FROM THE CITY ARBORIST AT [phone] W N
t
V � 6000 S.F. ••. • � 147 �� �' h 7157 S.F.I j' // .. PRIOR TO THE REMOVAL OF ANY RIGHT OF WAY TREES. ALL TREES OVER ^
CB-1 sE �-;.g — �J /� 7349 S.F. j L — 8" IN DlAME7ER AS MEASURED 4.5 ABOVE GROUND AND LOCATED WI TNIN �,/J V
ZU — / �' ce-�2 H � THE SETBACK ARE PROTE'CTE'D BY LAW. CONTACT LAND DEVELOPMENT
^- Ce 15E LLI LA , . O a Z
1 s i ._� NE / — — T 336-6692 FOR REQUIRED PERMITS
94 l78,. / V 0
I A (704)
VI CB-lE1 1 4 ,RCP 8-10E) V I
II CB-20 2 - �� ` _ -- -=�__1 \/ �O 4. BEFORE YOU DlG STOP, CALL THE NC ONE-CALL CENTER AT = W
I 6000 S.F. �',ii �I
8— 148 \ h• I 135
Pic7412 'c6 H O I 1-800-632-4949. l7"S 7HE LAW. �—
\ s F (�
I _r ar \ 4466 S.F.
I
RCPT
�� 1 1 I O
l.. \
v
.,'�__ CB-11(E) W
$ •. \ / _;. /�� �� 69
CB- •''�
7301 S.F. -
8201 S.F.
I I
PROP. 8 PVC �g
- -
WATER LINE )��, �° '/� / "� � .. ��, •� � 2
r
t. I6334 S.F.
�...
24848 S.F. �; �
• \\ 161 •� � �� � �
I 6539 S:F C6 7(E)' ,1 CB-3(E) / I
x
I I \,.I ��, i i/ 8625 S.F. �t
30RCP ��\ 167 I 17497 SF I CB-12 W
I RCP 6239 S.F. ✓/:
Q
20
E.
FES (E) 97
� \ �� � 166 � � I � � � � `�• W �
6316 S.F. �.
1� ;� l `r ��
1; .•l 133 I COS.- 6 W
DCB-14(E) /l%1` / \ W
\ ' �, \ RCP DCB-13(E) O.Z3 AC.
///
-Po \ / 9777 S.F.
/ CI 6087 S.F. \\\ 6461 S.F.
U
\.
��
I o IIIA I >
18216 S.F. !! I I
PROP. 8 PVC
15008 SF \. \ WATER LINE
\� Q
I18641 S.F 0 j
6011 S.F. I ► Icn
� ► � II �► I, �, REVISIONS
17642 S.F.
6257 S.F. I I
18671 S.F.
/ s I lag I , I
6560 S.F.
/ dR
6727 SF./ \ �\ � I 41 \
/ PROP. 8,,p I v
/ � \ VC SS
• � 131
_. F.
15774 S.F. 79567 S.
� �
PCC EASEMENT —7
/
PROJECT NO.:2015.32
\
15788 S.F. PROP. PVC
WATER
LINE �.� \ / / SCALE: 1"=60'
��, � � \
\ SDP �a \� / DRAWN BY:CLR
106 ��\\ \I CB-8 27150 S.F. J CHECKED BY: MSL(l
17309 S.F
1). CONTRACTOR IS FULLY RESPONSIBLE FOR CONTACTING SEE SHEET C4.2
• APPROPRIATE PARTIES AND ASSURING THAT EXISTING
UTILITIES ARE LOCATED PRIOR TO BEGINNING CONSTRUCTION.
• 2). CONTRACTOR IS RESPONSIBLE FOR PLACING BARRICADES GRAPHIC SCALE SHEET NO:
USING FLAGMEN, ETC., AS NECESSARY TO INSURE SAFETY
0 TO THE PUBLIC. 60 0 30 60 120 240
3). ALL PAVEMENT CUTS, CONCRETE OR ASPHALT, ARE TO
BE REPLACED ACCORDING TO STANDARDS OF THE NORTH
N CAROLINA DEPARTMENT OF TRANSPORTATION.
I� 4). SHORING WILL BE ACCORDING TO OSHA TRENCHING ( IN FEET )
C801
Know what's below. STANDARDS PART 1926 SUBPART P, OR AS AMMENDED. 1 inch = 60 ft.
Call before you dig.

MOORES CHAPEL ROAD
PAWTuCKErr LATH1AM WALTERS
? ROAD ENGINEERING, INC.
SEE SHEET C8.1 N.C. CORP. LIC. C-1 815
I � \ � oZ 16507-A NORTHCROSS DRIVE
HUNTERSVILLE, N.C. 28078
PHONE: [phone]
PHASE I FAX: [phone]
PAW VILLAGE RD
PHASE II STARVES
v \�
SITE O R \���IIIIIII//1j/
\I \ \
Cr 7(1) \ 129 �N RO %
\ \ \ 107 \ �� FESS/p° /
\ \ I I \,� \ 78720 S.F. �_8J` .006
°-O p
V 5173 S.F \ I �� _�{ -
'� SEAL 0
\ I I H - utv-our 0 17646 0
8" Pvc 7� � � � °
PROZS
yP.rER LINE vn VICINITYMAP -Z" 00 7/0/�(p °° \
_\ N.T.S. �
1
\ El. — — —
SDMH CUL 30 RCP 1I I� I \ HW-CULV-IN
/'��/1 L S.
FES (J) � - III i I �lllllll\�
SSMH I,� - ___ i�' 1NI ,•
1 / __
FES (Q ! 24" RC DCB-1(I)
\ LP
P 'l j J24"RCP DCB-2(Q
15' S.D.E A II I JULY 28,2016
\ \ I DATE
��FStiiT / DCB-1(JN) I w I.•il
O 109 108 O I ��B-3/ r� I
110 I I a 128
16029 S.F. I 19335 S.F. Q II
15 I 3776 S.F.
387 S.F. I I
rn.
i I II
\ / A
I
n
II �
- hili
LA TIM LANE PROP. MH�
I p 39 — -,- _ _ _ — (TYR i y
1 -
I
CB-2Lq I
✓ � -' — \
CB-3(J) CB-5 J) PROP. 8"PVC SS - CB 4(I) I HOMES
O I
__- I
\ I 1 �G�T 15"RCP- -- --_. CB-5(l) U 15" R � - — —
CP
1 x n�r —GCB-6N Ln I I 127 I
� I
ir Dl-6(J) . • `
PROP. 8" P VC I 13647 S.F.
m LGI HOMES-NC, LLC
15237 S.F WA
I I 1 5 TER LINE I
\ s I ` O \ \ --
I I I 3037 SHERMAN DRIVE
LANCASTER, SC 29720
1 ^ 121 122 I I ' PHONE: [phone]
77762 1 s.F. 123 � [e-mail] 78670 S.F. 1 I I 77457 SF
VI 73611 S.F.
137co
I87 S.F. w � V
II I
\ 1451.9 S.F. I '• 1 i :•\ \\ \ \ O I
— — ► 2 z
�I \ \ '\ CCB-2(K) �l-3(K) 120 I I 119 ) I I
FES (K)��_ 18" RCP I ,�, \
IT
\ RC
1 CB-1(K P 15" 7882 S.F.
\ P 1 15402 S.F. 118 �'� y LLJ
I —
18" RCPS.D.E. I I—
I I \ �� '� I I 75725 S.F.
\
•- � \ ---- PROP. SS LATE S (TYP.) �
\ PCC EASEMEIvsDMH-2(K) - ---
ui
-__
U-1
76190 S.F. -__ ==_ _ - . µ• I 125 = J
\ \ \ ,5 � (�
r� .,__ TA BERT COURT _ Sass S.F.
- � -
\ . --- - In
CB-4(L) 15"RCP.
\ — _ I J
\ I -
r - -
\ s \ \ PROP. 8" PVC — . -� Oi,
--= :. \,I
\ \ _- NATER LINE <r ' UJI
I
77933 S.F.
\ 16473 S I I 117
19590 S.F.I
J
\ I B-1(L)
\ �.
CB-2(L)
/ FES (L�15�"RCP 15" RCP \ S
15 S.D.-.1 _ \ I
THI EC IN
REVISIONS
\ \ \ SS
EX. 30' PCD BUFFER
s �
\ APPROXIMATE
\ LOCATION OF
EX. POND
NOTES. \ �\
1. CONTACT THE U77LITY COMPANY TO RELOCATE ANY EXISTING UTILITY
POLES. ALL EXIS77NG FACIL177ES WHICH CONFLICT WITH THE \ R
IMPROVEMENTS UNDER 77-IE SCOPE OF THIS PROJECT MUST BE RELOCATED \ I \ PP
CO
AT THE EXPENSE OF 77-IE APPLICANT
2. ALL DEVELOPMENT CREA77NG A TOTAL OF 20,000 SQUARE FEET OF `
IMPERVIOUS AREA SINCE SEPTEMBER 1978 WILL REQUIRE STORM DRAINAGE /
DETENTION.
J. TREES WITHIN 77-IE STREET RIGHT OF WAY ARE PR07ECTED BY LAW.
A PERMIT IS REQUIRED FROM THE CITY ARBORIST AT [phone] I
PRIOR TO THE REMOVAL OF ANY RIGHT OF WAY TREES. ALL TREES OVER I /
8" IN DIAMETER AS MEASURED 4.5' ABOVE GROUND AND LOCATED WITHIN -, I PROJECT NO.:2015.32
THE SETBACK ARE PROTECTED BY LAW. CONTACT LAND DEVELOPMENT
AT [phone] FOR REQUIRED PERMITS. \\ SCALE: 1"=60'
4. BEFORE YOU DIGTS OP• CALL THE NC ONE-CALL CENTER AT
DRAWN BY:CLR
1-800-632-4949. IT'S THE LAW. �
CHECKED BY: MSL
1). CONTRACTOR IS FULLY RESPONSIBLE FOR CONTACTING
C • APPROPRIATE PARTIES AND ASSURING THAT EXISTING
UTILITIES ARE LOCATED PRIOR TO BEGINNING CONSTRUCTION. GRAPHIC SCALE
• , 2). CONTRACTOR IS RESPONSIBLE FOR PLACING BARRICADES SHEET NO:
0 USING FLAGMEN, ETC., AS NECESSARY TO INSURE SAFETY TO THE PUBLIC. 60 0 30 60 120 240
3). ALL PAVEMENT CUTS, CONCRETE OR ASPHALT, ARE TO
BE REPLACED ACCORDING TO STANDARDS OF THE NORTH
N CAROLINA DEPARTMENT OF TRANSPORTATION.
( IN FEET )
Q 4). SHORING WILL BE ACCORDING TO OSHA TRENCHING C802
L(_) Know what's n OW. STANDARDS PART 1926 SUBPART P, OR AS AMMENDED. 1 inch = 60 ft.
Call before you dig.

MOT'E'S. TREE SAVE REQUIRED. 109 x 35.117 AC. = 3.51 AC. 7 PERIMETER TREE REQUIREMENTS. ±962 L.F. ALONG BECKINHALL DRIVE. ±700 L.F. ALONG STARNES ROAD: NMOORES CHAPEL ROAD
(QUAD LOTS WITH BE SUBDIVIDED INTO 4 SINGLE FAMILY LOTS ±3197 L.F. FRONTAGE ALONG PAW VILLAGE RD EXT.: (±1327 L.F. FRONTAGE-365.2 L.F. BRIDGE LENGTH) ±700 L.F./40 L.F. = 18 LARGE MATURING TREES PAW CREEK
1. SITE ADDRESS. PAW VILLAGE ROAD EXT. AT TIME OF CONSRUCRON) (±3381 L.F. FRONTAGE-184 L.F. FOR BRIDGE LENGTH) ±962/40 L.F. = 24 LARGE MATURING TREES REQUIRED/18 TREES PROVIDED (SHUMARD OAK) PROP. 5' CONC. SIDEWALK VILLAGE
CHARLOTTE, NC 28214 ±3197 L.F./40 L.F. = 80 LARGE MATURING TREES REQUIRED/24 TREES PROVIDED (SUGAR MAPLE) W 8' PLANTING STRIP & PHASE l
R-3 AND R-4 TREE SAVE REQUIREMENTS: REQUIRED/80 TREES PROVIDED (SUGAR MAPLE & /2'-0" VALLEY GUTTER I I
2. TOTAL SITE AREA: 92.967± ACRES ±959 L.F. ALONG ZULLI LANE.•
J. TOTAL SITE AREA OF COMMON OPEN SPACE = ±45.66 ACRES 49.19) TOTAL AREA: 57.00 ACRES ±1994 L.F. FRONTAGE ALONG ROSFIELD DRIVE.• ±959 L.F./40 L.F. = 24 LARGE MATURING TREES
( EXIST. SEWER R/W.• 3.39 AC. SHUMARD OAK) ±1994 L.F./40 L.F. = 50 LARGE MATURING TREES REQUIRED/24 TREES PROVIDED (SHUMARD OAK) PAWTDCKE� LA f�HAM �i�1ALTERS
4. TOTAL SITE AREA OF REE SAVE/NATURAL AREA = ±18.3 ACRES (20.79) EXIST. POND. 0.51 AC. h
5. TOTAL SITE AREA OF COMMON OPEN SPACE _ ±45.66 ACRES (49.19) NET AREA: 53.10 AC. ±1304 L.F. FRONTAGE ALONG YURMAN ROAD: REQUIRED - 50 TREE PROVIDED (SUGAR MAPLE & - n ROAD ENGINEERING, INC.
6. TREE SAVE/NATURAL AREA CALCULATIONS: REE SAVE REQUIRED: 259 X 53.10 AC. = 13.28 AC. ±1304 L.F./40 L.F. = 33 LARGE MATURING TREES TULIP POPLAR) ±1045 L.F. FRONTAGE ALONG LATIMER LANE.• r
C N.C. CORP. LIC. C-1 81 5
(R-3 AND R-4 PROPERTY DEI/ELOPED AS NEXT HIGHER ZONING CLUSTER ±1045 L.F./40 L.F. = 26 LARGE MATURING TREES % �= 16507 A NORTHCROSS DRIVE
REQUIRED/33 TREES PROVIDED (TULIP POPLAR)
R-12MF TREE SAVE REQUIREMENT. REQUIRING 259 REE SAVE) ±3185 L.F. ALONG ELLINGFORD ROAD: REQUIRED/26 TREES PROVIDED (SUGAR MAPLE)
TOTAL AREA: 35.96 ACRES oZ
EXIST. SEWER R/W 0.489 AC. TOTAL REE SAVE REQUIRED: 351 AC. t 1328 = 16.79 AC. ±956 L.F. ALONG PAT/SHALL LANE: ±3185 L.F./40 L.F. = 80 LARGE MATURING TREES - - Q) HUNTERSVILLE, N.C. 28078
REE SAVE PROVIDED. 17.32 AC. REQUIRED/80 TREES PROVIDED (SUGAR MAPLE, TULIP ±1716 L.F. ALONG TALBERT COURT. �^
EXIST. POND: 0.354 AC. ±956 L.F./40 L.F. = 24 LARGE MATURING TREES �. .. � �,R� PHONE: [phone]
NET AREA: 35.117 AC. NATURAL AREA REQU/RED: 17.59 x 92.96 AC. = 16.27 AC. REQUIRED/24 TREES PROVIDED (SHUMARD OAK) pOPLAR, SHUMARD OAK) ±1716 L.F./40 L.F. = 43 LARGE MATURING TREES G
\ PHASE l FAX: [phone]
1757.NATURALUIRED FOR AREA PROVIDED.
B 2A AC. (REE SAVE AREA ±1731 L.F. FRONTAGE ALONG LOY COURT. REQUIRED/43 TREES PROVIDED (TULIP POPLAR) �I��, ST PAW VILLAGE RD
) 1850 L.F. FRONTAGE ALONG CHATUGE COURT: � PHASE 11-
±850 L.F./40 L.F. = 22 LARGE MATURING TREES ±1642 L.F./40 L.F. = 41 LARGE MATURING TREES 8 PROP. LARGE MATURING STREET TREES SHALL BE SPACED P� s SITE
REQUIRED 22 TREES PROVIDED SUGAR MAPLE REQUIRED/41 TREES PROVIDED (SHUMARD OAK) - S �a k %J11C�lj/i����
/ / ( ) AT 40-50' O.C. (TYP). AND EVENLY DISTRIBUTED (3 SPECIES)
THROUGHOUT THE SUBDIVISION. TREES SHALL BE PLANTED �� N R
,°°°°°°°° O
WITHIN 20' OF THE BACK OF CURB AND 15' FROM ALL 5 �_ p�°OF E S S/o
O° / '
EE E/ 43 UNDERGROUND UTILITIES. PLANT SMALL MATURING SHADE TREES 85 Q ,
AT A X�
6 A 7858 S.F. AT 30' 0.C. WHEN OVERHEAD POWER LINES ARE PRESENT. ALL _
- o SEAL S
TREES SHALL BE PLANTED PER CLDS 40.01 AND 40.09 (SEE C�
\ _
a 7646
SHEET C6.1 FOR DETAILS). VICINITYMAP = 0 10 Z;
\ d : o
INSET Iv T S.
°
42 % yF°°°°°°°°° P .
1 ,\
40 �����iiiiii�����
1 6686 S.F. / I 41 O HW (B)
1 \ \ 6679 S.F. I 6000 S.F. I I 39 O \ O
6000 S.F. I I I I 38 O � � � I 624335.E -
/ 6000 S.F. I I 39 O
6000 S F I I I
O 45 s -J L 6000 S.F. I I 36 I I 3s I ° L� J
4
U
L 6000 SF I I 34 \ \ . DATE
6680 S.F l L6000 5.F. 6044 S.F. `� I
\ • N
m /
71SHALL LANE -JL 32 $
RCP 6434 S.F. �--��
v ss ce-s(a) CB-4(8)46 � � / 7391 S.F.
'
CB-5(B)
_ 15"
S� I 6673 SF / RCP J I 5063 S.F. C
CB-8(B) 15" + 18 RCP /
\ I - -
J
s 1;
C ) O 1
� � 8-7 B 6002 S.F �
3 X 35'
47 `,
0
SD.T.(TYP.) � � � � � � .. . .. • • � 5850 S.F.
s 6669 S F. L - J 5850 S F. / HOMES
\ \ / ��" •^ / 6202 S.F I 57 I I 58 5 � � � � I CB_14 ROP. 8 PVC
6000 S.F. 6000 S.F. I I O I I O \ 30 ------- - LiP1� -
\ 6000 S F I I !0S,
10 -
I
6000 S F. I I 62 � 6002 S F O 1 O
O I 60F. I I 63 5850 S.F LGI HOMES-NIC, LLC
V I I I 6000 S.F. I I ® 1- DI-3(B) I 1 1
I O 6664 S.F. I I I 6000 SF. I I 65 CB-3(B) 15"RCP _75" RC + S.F.
/. Q PROP. 8 JI � � I I CB-13 A) 5850
WATER LINE � � I I 6000 SF. Z9 � � I 3037 SHERMAN DRIVE
\ 6297 S.F. L_
\ \ I I I O LANCASTER, SC 29720
-J LI 49 s A I 6002 SF I 11 ® PHONE: [phone]
LO --J L � L J I 5850 s.F. / [e-mail]
LLL---
CB-4 F .. � •
I50 S.F
6469 S.F.SF ---
6268 S.F.
�' l � \ zSCB-2(B) � CB-12 A 1
CB-3(F) 3Dn RCPN 28 1 L�
V a SDMH-2(B)a 30 RCP CB-l(B) 1 O 12
I s4 6002 SF. I 0 1
50 GQ 1 5850 S F /c
I O I h a 6404 S.F. ° 66
L-7L \ -------
7850 S F \ j� O CB-10 A I
\ FES (B) 15" RCP L co
-2(F) \ 6000 S.F. I I CB-i 1(A) LLI
J
-
- - °
I
F � 1� 13 6002 S.F. PROP. LARGE MATURING STREET TREES SHALL BE � 1 �
U/ s3 �Fgs'LiF 1 B-8 0 \ SUGAR MAPLE, SHUMARD OAK, SOUTHERN RED OAK, 5850 S.F 1 e-s A Z
898 s.F. \ FREEMAN MAPLE AND TULIP POPLAR
8252 SF. �\ _ OR APPROVED EQUAL PER URBAN FORESTRY `
5000 S.F o 0 _ TREE APPRVARIETIES SHALLVAL AND D AT 40 BE EVENLY
DISTRIBUTED W
6002 S.F
\N \ /
502 THROUGHOUT THE SUBDIVISION.
A- 6472 S.F. / O
8252 S F. \ 68 c�jcn l� / Q
\ / y
'50005'F'
000 F.
S.
\Q
: \ \ Q - I 6002 S F /: Q CQ
I \� SDMH 1(F) C U / I
_ I� � � I I I
-7(D) Q,y W ` uj
L
sono I
IFES (F) COS: Q \ 0.
`� 4 0 Il
_ � .6002 S F � � / \ \ O � I
\ \ PROP. TREE \ °wq PRO-P. s-7P�C � � Q � � cn
\ \ PROTECTION FENCING / NCR y� - - ` 7o WATER LIN 1 1 L PROP. 5' CONC. SIDEWALK (TYP.) > W
0.28 Ac. \ I
\ SEE DETAIL C3.0 \ Citi \ -
\ \ 464 S.F. I
0
J ce-s D) PROP. 8' PLANTING STRIP (TYP.) ` Q r n
v/
8229 S � 0
\ \cam A \ F. \` m I I N
PROP. 2' VALLEY GUTTER (TYP.) tib / � � � l � LL
s
\ w
DCB 4(D) `\ � �Il
� \ / DCB 5(D) 15 RGP � v 6388 S.F. I 5 50 S.F. I ZO 19 18 \
K � cP. � 5850 I I 0 17 CB-2 A l
J S F 50 SF I 15850 SF \ 16 304, ( 3D RCP FES (A) 1
EES VE/ / E P ` \ � I I 5850 S.F. I 15
A r L X. -0 72 � � � 5850 SF. I I I
6814 S.F. ` CB-3(D) 7643 S,F 1 >
/ \ - PA W \ L
I I
a LLAG AD XT \
3 A 24"Rc w BR E v �0
CB-2(D) / / a� / I I
APPROXIMATE s N CB-1(D 5850 S.F.
LOCATION OF7523 SF -6(A)
s ,8 RCP a 33ix \
EX. POND � � � \ ` � / / � •� � CB 15"RCP 1 "
CB (7A
REVISIONS
O (TY
I
CB-5(A) A A.�� I
^0.' •" 7331 SF. I REV. 1 -04/19/16
'tel
P 0 C FE G 7s FES (D) I I REVISED PER CITY OF CHARLOTTE
6,544 S F. 76 I \ \ I U) COMMENTS
/ J
\ 7099 SF
S / EA MENT i- U �� SS
\ S PCC EASE I OP. BRIDGE
NOT / \ / (BY OTHERS)
1. CONTACT THE UTILITY COMPANY TO RELOCATE ANY FcFFL s S LA Oce=1(c)
EXISTING U77LITY POLES ALL EXISTING FACILITIES WHICH SS / ` SS S� SS �S ROAD EXTvice-2(c)
CONFLICT WITH THE IMPROVEMENTS UNDER THE SCOPE OF SS
THIS PROJECT MUST BE RELOCATED AT THE EXPENSE OF / SS
UR ARE
THE APPLICANT s 0.9 CR N
2. ALL DEVELOPMENT CREA77NG A TOTAL OF 20,000
SQUARE FEET OF IMPERVIOUS AREA SINCE SEPTEMBER 1978 EA FES c
T
WILL REQUIRE STORM DRAINAGE DE7EN770N. �' \ / NAT AL A
J. REFS Wl7HIN THE STREE T RIGHT OF WAY ARE ( l TEE E/ / PROP. BRIDGE PROJECT NO.:2015.32
PROTECTED BY LAW. A PERMIT IS REQUIRED FROM THE I ` ATU A DESIGN BY KCl ASSOC.
CITY ARBORIST AT [phone] PRIOR TO THE REMOVAL / I ` ` -� A_ ' / \ `\ CONSTRUCTION BY BRIDGE
OF ANY RIGHT OF WAY REFS ALL REFS OVER 8" IN I / CONTRACTOR SCALE: 1"=60'
l ,
DIAMETER AS MEASURED 4.5' ABOVE GROUND AND LOCATED ` - I / ` �� �� W CREEK
WITHIN THE SETBACK ARE PROTECTED BY LAW. CONTACT I ` �� EX• ' I 0. 3 AC S
- PA N RAL AREA: DRAWN BY:CLR
LAND DEVELOPMENT AT [phone] FOR REQUIRED � - - I \ - - �� /
PERMITS n �- CHECKED BY: MSL
4. BEFORE YOU DIG STOP, CALL THE NC ONE-CALL
CENTER AT 1-800-632-4949. ITIS THE LAW.
1). CONTRACTOR IS FULLY RESPONSIBLE FOR CONI
_ I
� • APPROPRIATE PARTIES AND ASSURING THAT EXISTING LEGEND SEE SHEET C9. GRAPHIC SCALE
UTILITIES ARE LOCATED PRIOR TO BEGINNING CONSTRUCTION. LARGE MATURING STREET TREES'
NO TE.• 2). CONTRACTOR IS RESPONSIBLE FOR PLACING BARRICADES REE SAVE/NATURAL AREA THE SPECIES OF ALL REQUIRED SHEET NO:
® USING FLAGMEN. ETC., AS NECESSARY TO INSURE SAFETY SHUMARD OAK = 80 SOUTHERN RED OAK = 94 TREES TO BE PLANTED MUST BE 60 0 30 60 120 240
CL TO THE PUBLIC.
ON THE CITY OF CHARLOTTE
J 3). ALL PAVEMENT CUTS, CONCRETE OR ASPHALT, ARE TO COMMON OPEN SPACE APPROVED PLANT SPECIES LIST
BE REPLACED ACCORDING TO STANDARDS OF THE NORTH ( )
N CAROLINA DEPARTMENT OF TRANSPORTATION. SUGAR MAPLE = 100 �i� FREEMAN MAPLE = 86 IN FEET
p 4). SHORING WILL BE ACCORDING TO OSHA TRENCHING AREA OF ADDITIONAL ��/ `Lh�s' 1 inch = 60 ft. C900
Ln Know what's below. STANDARDS PART 1926 SUBPART P. OR AS AMMENDED. SWIM BUFFER SEE SHEETS C9.1 AND C9.2 FOR REQUIRED TREE NOTES
Call before you dig. TREE PROTECTION FENCING TULIP POPLAR = 105

SEE SHEET C9.0
MOORES CHAPEL ROAD
LEGEND
LEs
/ / I
,r ` TREE SAVE/NATURAL AREA
(G) PAWTuCKETT LA THAM-W AL TER8
Q� / / I ` COMMON OPEN SPACE � ROAD ENGINEERING, INC
°
I Q-; :-0� N.C. CORP. LIC. C-1 815
oZ 16507-A NORTHCROSS DRIVE
/d }• / I AUR RE : AREA OF ADDITIONAL HUNTERSVILLE, N.C. 28078
sDMH I(c 87 1.o CRE \ SWIM BUFFER PHONE: [phone]
D
PHASE l FAX: [phone]
6797 S.F. �, � cB-2(H) NY-
TREE PROTECTION FENCING PAW VILLAGE RD
� PHASE IIf 3p
SrgRNEs
86 1� B-1(H) SITE �O VA1111111/�
LARGE MATURING STREET TREES: `� �```�N CqR
O� 6220 S.F. DI-4(H)� 01 PCo �� °°00000°°
a es �� PROP. TREE RG �� TREE S VE SHUMARD OAK Q . 0° F E S
o� U� � PROTECTION FENCING "s' �� ' FES (H) NA TURAIL A
XJ
�O 6330 SF. 84 SEE DETAIL C3.0 �`� 0.101_0 SEAL o -
/ SUGAR MAPLE _ 17646 _
6000 SF / 83 - ------ CB-3(H) VICINITYMAP 16 0° z;
DCB-1(G l / l l '�� , Q�
6000 S.F sz N.T.S.
6000 SF 81 I oQ ® TULIP POPLAR
80 ° 4-LII 511Avvvv�
6494 S.F.
6063 S.F. 78 I I / \ \1M' SOUTHERN RED OAK
6080 S.F. 6144 S.F. 77
i �RDP. 8' PVC 6608 S.F. 143
G� WATER LINE I I CB-5(H) I laz I I ral FREEMAN MAPLE JULY 28,2016
6196 S.F. 6000 S.F. 00 I I 140
-CB-2(G) \ I I 6000 S.F. 592-1 S.F I I 139
DATE
\ \` J(G) I I
I
/ / A N _ - !Do 7312 S.F.
NOTE
C8-5 G) RCP GP 15" - A J
R •, RCP THE SPECIES OF ALL REQUIRED
6829 S.F. I' CB-4(G) '4 , ` \ -- ' I I TREES TO BE PLANTED MUST BE
J PLANT MATERIAL
Ce-9(G) n ON THE CITY OF CHARLOTTE
35' X 35' i - _ 1. MINIMUM TREE SIZE AT PLANTING IS 2-INCH CALIPER AND 8'
`S.D:T.�P.)J PRoa. 8"PUC ss _ _ APPROVED PLANT SPECIES LIST TALL FOR SINGLE STEM TREES. ALL MULTI-STEM PLANTS MUST
o � HCl _ ce-s( O ` BE TREE FORM, 13. MINIMUM TREE SIZE AT PLANTING IS 2"
1 CALIPER (FOR SINGLE STEM TREES). ALL MULTI-STEM PLANTS
MUST BE TREE FORM, MAXIMUM 3 TO 5 TRUNKS, AND MINIMUM
oL 6000 S.F. - 15"RCP sOMH-e(H) • 10" TALL. WHERE 3" SINGLE-STEM CALIPER ARE
moo o:p \ q / / - -- SPECIFIED/REQUIRED, THE MINIMUM HEIGHT SHALL BE 10' FEET
Py
/ J 6848 S.F. 154 r- - -� TALL, IF MULTI-STEM TREES ARE SPECIFIED THEN THEY SHALL
~ vl / 6200 S.F. l rss I I ce-s H) BE A MINIMUM OF 12' TALL. HOMES
_
90 l WATER �NE Is6 I I Is7 rqy I 15 RCP ce-fo H 2. ALL NEW TREES MUST HAVE STRAIGHT TRUNKS WITH STRONG
6179 SF 6000 SF CENTRAL LEADERS INTACT TO THE TOP OF THE CROWN UNLESS
6000 S.F. r_ , �5 I I I sono s.F Is9 I I O I 8127 SF. I ,'�>35' X 35' MULTI-STEM TREES ARE SPECIFIED. ALL REQUIRED TREES SHALL
� RCP 6000 SF
Ce 7(G) °8"RCP I oo SF 160 L �___ _ BE TYPICAL OF THEIR SPECIES AND VARIETY, HAVE NORMAL LGI HOMES-NC LLC
cB-s(c)! soon SF J I GROWTH HABITS, HAVE WELL -DEVELOPED BRANCHES, BE
PROP. LARGE MATURING STREET TREES SHALL BE I I
l DI-8(G) SUGAR MAPLE, SHUMARD OAK, SOUTHERN RED OAK, I � VIGOROUS AND HAVE FIBROUS ROOT SYSTEMS. TREES TREES
FREEMAN MAPLE AND TULIP POPLAR I WITH CO-DOMINANT BRANCHING WILL NOT BE ACCEPTED. TREES 3037 SHERMAN DRIVE
I THA T HA VE BEEN SHEARED, TOPPED OR CUT BACK TO MUL TIPL Y
6000 SF FR APPROVED EQUAL PER URBAN FORESTRY las
LANCASTER, SC 29720
l � � AN SPACED AT 40 O.C. TYP . � � � s8a9 SF � THE BRANCHING STRUCTURE WILL NOT BE ACCEPTED. TREES
I / / APPROVAL D ( ) L PHONE: [phone]
1 --- TREE VARIETIES SHALL BE EVENLY DISTRIBUTED I SHALL BE FREE OF ABRASIONS, DAMAGE, DISEASE, PESTS AND
1 / 4
III
J CRACKS. ALL PRUNING CUTS GREATER THAN 1 2 /NCH [e-mail]
Isz THROUGHOUT THE SUBDIVISION. � /
137 / DIAMETER SHALL HAVE CALLUS TISSUE FORMED PRIOR TO
1 -- PLANTING. NO PRUNING CUT ON THE TRUNK SHALL BE MORE
8653 S.F. / / 181 / PROP. 2' VALLEY GUT TE YP.) la6 x944 s.F. I �� THAN ONE-HALF THE DIAMETER OF THE CENTRAL LEADER AT THE
I I 6000 S.F. a 6098 SF l ISD -7 0 CB-11(H) �� �P� C� HEIGHT WHERE THE CUT WAS MADE. ROOT FLARES SHALL BE
I 7458 S.F / e
"� � � LOCA TED A T GRADE. TREES Wl TH MORE THAN 2" OF SOIL
766,14 r49 / �- �0 �� COVERING THE ROOT BALL/FLARE FORM WILL NOT BE ACCEPTED N
(CLDS 40.09).
W � PROP. 5' CONC. DEWALK (TYP.) / � � � / '� � � �
I 1 8567 SF / ', �e 136 �� BOJ �0 3. SIZE OF REQUIRED PLANTS, SPREAD OF ROOTS AND SIZE OF ' ' I N
I W
° ROOT BALLS SHALL BE IN ACCORDANCE WITH ANSI 260.1
\ I I v l 8000 SF CB-16E .4 - PRO 8' PLANTING STRIP (TYP.) l C 147 0� , ' ,h 7157 s F (LATEST EDITION) AS PUBLISHED BY THE AMERICAN NURSERY &
7349 S.F
- W SPECI THORIZED r n
,() - e,� ���' LANDSCAPE ASSOCIATION EXCEPT HERE FIED/AU `'" U
--- 7,349
CCB 2(H) g
C8_15BY URBAN FORESTRY z
s 4. ALL REQUIRED TREES OF A PARTICULAR SPECIES AND VARIETY
0 $ " P a - V / � / SHALL BE UNIFORM IN SIZE AND CONFIGURATION. w
J 94 C -1 E �8"RCP RG.
I 8000 SF CB-2E 18"RCP - �_ 148 0 5. PERIMETER TREES IN URBAN ZONES SHALL BE 3" IN CALIPER
ce-e(E) �� AND BE FREE OF BRANCHES UP TO 6' FROM THE TOP OF THE
I ' PROP• g"P CB-13 H
7412 S.F. ( )
, -\ Uc ss � �, •: oQ 14466 s F BALL.
6. A MINIMUM OF 509 OF NEW TREES MUST BE NATIVE SPECIES,
CB-11(E) 3 , X�5'- �° ce-14(H \ AND SITES WITH MORE THAN 20 TREES REQUIRED WILL HAVE TO 0 <
7301 S F LLI JE _ '(,,P) INSTALL MULTIPLE (3 MORE) SPECIES PURSUANT TO THE TRE
S MUL LE OR E uj
a _ ___ D• • ORDINANCE GUIDELINES
- I I 8201 SF I o - - I� --- r_ ` \ s�� PARCEL ID: 055-254-15 7. 759 OF REQUIRED TREES MUST BE LARGE MATURING SPECIES � Q
I - _ w �� \ I ROBERT L. SMITH REGIONAL PARK EXCEPT IN SITUATIONS WITH OVERHEAD POWER LINE CONFLICTS.
_ �' MECKLENBURG COUNTY PLANTING REQUIREMENTS : MAX- 3 TO 5 TRUNKS AND MIN. 8' a
I I L - ;I 168 I I \ 84�cA \ S( \ \ DB 97.33-268 TALL U w
O EX. USE: S.F. RESIDENTIAL 8. SEE CLDS 40.01 ON SHT C8.1 FOR DETAILED TREE PLANTING
I / I 6334 SF I \ 170 I • �d EX. ZONING: R-J REQUIREMENTS ( ) 0.
96 I I Dl-9 E 24848 S.F. I \ 134 \ PLASTIC H PART Wl NOT ACCEPTED FOR TR J
1 i � 161 9 OSE S WILL 0 BE CCE ED 0 EE
6539 S.F. Ce=2(E>1�sD" RCP O I STAKING. SEE CLDS 40.01 FOR APPROVED STAKING X
I CB-3(E) 167 17497 S.F. B-12 E \ 8625 S. /
� O / \ j' � . METHOD MATERIALS. > w
10. ALL STRAPPING AND TDP 1/3 OF WIRE BASKET AND BURLAP U
30' 6239 SF / \ MUST BE CUT AWAY AND REMOVED FROM ROOT BALL WHEN Q
\ / PLANTING. y Q v
11. FOR NEW PLANTING AREAS, REMOVE ALL PAVEMENT, GRAVEL
L h / SUB=BASE AND CONSTRUCTION DEBRIS; REMOVE COMPACTED w O Q
1 91 SF , 8318 S.F. / SOIL AND ADD 24" NEW TOPSOIL, OR TILL, AND AMEND THE TOP
133
COS: 6 24" OF EXISTING SOIL TO MEET TOPSOIL/PLANTING MIX w
is.RCP / 0.23 Ac. \ STANDARDS FOR TREES (WITHIN ENTIRE MINIMUM AREA OF 274 W
DCB-14(E) 19177 S.F I A SQUARE FEET PER LARGE MATURING TREE AND 200 SQUARE UI
m� 98 �/ 168 I CB-13(E) FEET PER SMALL MATURING TREE).
L 6087 S.F. 6461 S.F. 12. REVIEW SOIL REQUIREMENTS IN THE TREE ORDINANCE U J
GUIDELINES AT htt�//landpermits.charmeck.org
/ PROP. 8" PVC' I
THEN CLICK TREES. J
WATER LINE,, I
I \ UTILITY ISSUES
8216 s F 13. LARGE MATURING TREES MA Y NOT BE PLANTED WITHIN
T E A n I
I \ 25' OF OVERHEAD POWER DISTRIBUTION OR TRANSMISSION LINES.
N AL A U' I � 8008 SF \• �,3, � I �~ IF TREES CONFLICT WITH POWER LINES OR SIGNS, CALL URBAN
1 0 a-4(E) � FORESTER TO RESOLVE BEFORE PLANTING. Q
PROP. LI PVC Iso \ 14. ADJUST TREE PLANTING LOCATIONS TO AVOID UNDERGROUND
I / `.WATER LINE
18641 S.F. \ UTILITIES. PLANT 15' FROM ALL UNDERGROUND UTILITIES.
I 15. NO LIGHT POLES, UTILITY POLES OR TRANSFORMERS CAN BE
8011 SF I cn INSTALLED IN TREE ISLANDS
� 16. COMMERCIAL SCALE LIGHTING (>15' IN HEIGHT) MUST BE A
\ d \ z
MINIMUM DISTANCE OF 30' FROM A TREE. PEDESTRIAN SCALE REVISIONS
LIGHT/NG (<15' /N HEIGHT) MUST BE A MIN/MUM DISTANCE OF 15'
PARCEL ID: 05 -221 5 \ ' FROM A TREE. SHOW SITE LIGHTING ON LANDSCAPE PLAN.
17642 S.F. S n
\ 8257 SF LOR PAO & KA BLIA LEE � �, TREE SAVE AND PRESERVATION : REV. 1 -04/19/16
O
DB 21920-894 \ 17. TREE PROTECTION MUST BE INSTALLED AND VERIFIED BY REVISED PER CITY OF CHARLOTTE
EX. USE S.F. RESIDENTIAL ��j \ URBAN FORESTER PRIOR TO STARTING ANY CONSTRUCTION COMMENTS
18611 S.F. I I EX. ZONING: R-,3 �S ACTIVITY.
CB-6(E) RO I I �0 18. SHOW TREE PROTECTION AND TREE SAVE AREAS ON EROSION
CONTROL, GRADING AND LANDSCAPE PLAN SHEETS.
/ ` \ 8560 S F. Ill jj I J \ 19. COMMERCIAL TREE SAVE AREAS MUST BE RECORDED ON A
4/ FINAL PLAT WITH THE MECKLENBURG COUNTY REGISTER OF DEEDS
BEFORE URBAN FORESTRY HOLDS CAN BE RELEASED. A 10' NO
/ l03 BU/LD ZONE AROUND TREE SAVE AREAS MUST BE REFERENCED 0
NOTES: / THE PLAT.
6121 S F
1. CONTACT THE UTILITY COMPANY TO RELOCATE ANY EXISTING / 20. THE AREA OF ANY EASEMENTS (WATER, SEWER, UTILITY, ETC.)
UTILITY POLES. ALL EXISTING FACILITIES WHICH CONFLICT WITH THE
IMPROVEMENTS UNDER THE SCOPE OF THIS PROJECT MUST BE , CAN NOT BE COUNTED TOWARD THE TREE SAVE REQUIREMENT.
/ N 21. ANY ALTERATIONS TO TREE SAVE AREAS MUST BE
I \ I ACCOMPLISHED WITHOUT MECHANIZED EQUIPMENT.
RELOCATED AT THE EXPENSE OF THE APPLICANT O d � 131 � 22. NO STRUCTURE WILL BE ALLOWED WITHIN 10' OF TREE SAVE
-
2. ALL DEVELOPMENT CREATING A TOTAL OF 20,000 SQUARE FEET OF ` 19567 S.F.s.F. i AREAS UNLESS APPROVED BY URBAN FORESTRY.
ILL REQUIRE STORM � 1,714 S.F. � � \ - \' \ 23. ALL TREES ON PUBLIC PROPERTY ARE PROTECTED AND
IMPERVIOUS AREA SINCE SEPTEMBER 1978 L Q / I \ \ O REMOVAL MUST BE PERMITTED BY THE CITY ARBORIST (704)
DRAINAGE DETENTION. / \ 336-4262.
3. TREES WITHIN THE STREET RIGHT OF WAY ARE PROTECTED BY LAW. I ` PCC..,.EASEMENT � \ \ / � � \
A PERMIT /S REQUIRED FROM THE CITY ARBORIST AT [phone] 24. TREE SAVE AREAS SHALL BE FREE OF INVASIVE PLANT
SPECIES IF AN AREA PROPOSED FOR TREE SAVE CONTAINS
PRIOR TO THE REMOVAL OF ANY RIGHT OF WAY TREES. ALL TREES I /
INVASIVE PLANT SPECIES AT TIME OF PROPOSAL, SUCH INVASIVE PROJECT NO.:2015.32
OVER 8" IN DIAMETER AS MEASURED 4.5' ABOVE GROUND AND LOCATED ���� 788 S.F. \ \ \
/ PLANT SPECIES SHALL BE REMOVED PRIOR TO FINAL C.O.
I SCALE: 1"=60'
WITHIN THE SETBACK ARE PROTECTED BY LAW. CONTACT LAND U. CRE PARCEL ID: 055-261-24WRIGHTGENERAL
DEVELOPMENT AT [phone] FOR REQUIRED PERMITS SOP '• G� � /� GWENDOLYN IGHT 25. CALL [phone] FOR AN INSPECTION OF TREE DRAWN BY:CLR
DB 30749-622 PROTECTION/PLANTING AREAS, A MINIMUM OF 5 DAYS BEFORE A
4. BEFORE YOU DIG STOP. CALL THE NC ONE-CALL CENTER AT USE.-S.F. RESIDENTIAL C.O. IS NEEDED.
\ d 27150 S.F. J u EX. ZONING: R-3 26. VISIT CITY OF CHARLOTTES LAND DEVELOPMENT WEBSITE FOR CHECKED BY: MSL
1-800-632-4949. IT'S THE LAW. / \ l06 CS-8 I) ADDITIONAL INFORMATION AND URBAN FORESTRY REQUIREMENTS
�V
&(7 7309 S.F. � /O htt�//landpermits.charmeck.ora THEN CLICK TREES.
1). CONTRACTOR IS FULLY RESPONSIBLE FOR CONTACTING SEE SHEET C9.2
• APPROPRIATE PARTIES AND ASSURING THAT EXISTING
UTILITIES ARE LOCATED PRIOR TO BEGINNING CONSTRUCTION.
• 2). CONTRACTOR IS RESPONSIBLE FOR PLACING BARRICADES GRAPHIC SCALE SHEET NO:
0 USING FLAGMEN, ETC., AS NECESSARY TO INSURE SAFETY
TO THE PUBLIC. 60 0 30 60 120 240
J 3). ALL PAVEMENT CUTS, CONCRETE OR ASPHALT, ARE TO
SEE SHEET C9.0 FOR TREE CALCULATIONSAND PERIMETER TREE REQUIREMENTS
BE REPLACED ACCORDING TO STANDARDS OF THE NORTH
N CAROLINA DEPARTMENT OF TRANSPORTATION.
4). SHORING WILL BE ACCORDING TO OSHA TRENCHING ( IN FEET )
1_0C901
Know what s below. STANDARDS PART 1926 SUBPART P, OR AS AMMENDED. 1 inch = 60 ft.
Call before you dig.

MOORES CHAPEL ROAD
PANTUCKErf LA THAM WALTER 8
001
SEE SHEET C9.1 ROAD -ENGINEERING, INC
N.C. CORP. LIC. C-181 5
16507-A NORTHCROSS DRIVE
HUNTERSVILLE, N.C. 28078
PHONE: [phone]
FAX: [phone]
PAW VILLAGE RD
-------- --------- PHASE II STgRNES
I � T s � �O� •\
\I \ uR
SITE
ARE : \�� ( �ICgR/0
\` I 0.4 CR N
\ O CB-7 I \ I �\
51107S.F. 18720 S.F. ��8 ��` °000000°
173
O°�OFESS/p°
I PROP. LARGE MATURING STREET TREES SHALL BE d I 5 Q
SUGAR MAPLE, SHUMARD OAK, SOUTHERN RED OAK, X� -
I\ FREEMAN MAPLE AND TULIP POPLAR R STRY HW-cuLv-OU \ �\ - o. 17646 -
J OR APPROVED EQUAL PER URBAN FOE �, \ °
I I \ \ 1 I VICINITYMAP = 0 28��G o°
W APPROVAL AND SPACED AT 40 O.C. (TYP). 3oi _�'
\ \ a SCA i
TREE VARIETIES SHALL BE EVENLY DISTRIBUTEDFAC INE��°'
FES (✓) THROUGHOUT THE SUBDIVISION. \ _ °
��� / \ ; ------------------- _ ---------SDMH-CULV- 1 - 30"RCP - ULV-IN '�i� �L S.
\) - HW C
PLANT MATERIAL ------- ------------
-DCB-
-------- _ ---
1. MINIMUM TREE SIZE AT PLANTING IS 2-INCH CALIPER AND 8' �`� '
TALL FOR SINGLE STEM TREES. ALL MULTI-STEM PLANTS MUST o°�/ - _ oce-t(q
BE TREE FORM, 13. MINIMUM TREE SIZE AT PLANTING IS 2" ��' A e A s (t) 24" RCP 24"RCP�qCB-2N
P S N � � �I I
CALIPER (FOR SINGLE STEM TREES). ALL MULTI-STEM PLANTS F��/ `� °\ / \ o LEGEND JULY 28,2016
MUST BE TREE FORM, MAXIMUM 3 TO 5 TRUNKS, AND MINIMUM / oo°/ / / \ DCB-1(J) I I m ,.
----- ---------------
10" TALL. WHERE 3" SINGLE-STEM CALIPER ARE w �� rrr I I no ro9 ros I CB-3(1) I raa I - DATE
SPECIFIED/REQUIRED, THE MINIMUM HEIGHT SHALL BE 10 FEET / oil / ' 16513 S.F. o I I I I TREE SAVE/NATURAL AREA
TALL, IF MULTI-STEM TREES ARE SPECIFIED THEN THEY SHALL / s3s7 s.F 16029 SF 19335 S.F. I a 7,3776 SF
BE A MINIMUM OF 12' TALL.
PROP. 8
2. ALL NEW TREES MUST HAVE STRAIGHT TRUNKS WITH STRONG I oo/ / r A (� I I I w
t r. " PVC
CENTRAL LEADERS INTACT TO THE TOP OF THE CROWN UNLESS �� o--- WATER LINE I I COMMON OPEN SPACE
MULTI-STEM TREES ARE SPECIFIED. ALL REQUIRED TREES SHALL / TR SA
BE TYPICAL OF THEIR SPECIES AND VARIETY, HAVE NORMAL � f N AlRA
GROWTH HABITS, HAVE WELL -DEVELOPED BRANCHES, BE 90 ES _ _ LA TIMER LANEL _I AREA OF ADDITIONAL
VIGOROUS AND HAVE FIBROUS ROOT SYSTEMS. TREES TREES �� £� - SWIM BUFFER
WITH CO-DOMINANT BRANCHING WILL NOT BE ACCEPTED. TREES A m ce-2(J)
THA T HA VE BEEN SHEARED, TOPPED OR CUT BACK TO MUL TIPL Y R EA
THE BRANCHING STRUCTURE WILL NOT BE ACCEPTED. TREES RE IGQ. CB-30 CB-5(J) PROP. 8"Pvc ss d TREE PROTECTION FENCING
15" RCP I
SHALL BE FREE OF ABRASIONS, DAMAGE, DISEASE, PESTS AND I ��` 15" RCP ce-5(q a
CRACKS ALL PRUNING CUTS GREATER THAN 1/2 /NCH _ LARGE MATURING STREET TREES: -
DIAMETER SHALL HAVE CALLUS TISSUE FORMED PRIOR TO e-4(J) i - _ d a ce-s(q
PLANTING. NO PRUNING CUT ON THE TRUNK SHALL BE MORE I I --- DII s(J) - _. _ �{ • I ray I SHUMARD OAK
THAN ONE-HALF THE DIAMETER OF THE CENTRAL LEADER AT THE I 11z I 13647 S.F.
HEIGHT WHERE THE CUT WAS MADE. ROOT FLARES SHALL BE LG I HOMES-N C, LLC
LOCATED AT GRADE. TREES WITH MORE THAN 2" OF SOIL RE S VE/ 15237 S.F. J�- --- --
COVERING THE ROOT BALL/FLARE FORM WILL NOT BE ACCEPTED S I Al
I A R S I 1 Pfd R. 8' PLANTING STRIP (TYP.) o SUGAR MAPLE
3037 SHERMAN DRIVE
(CESS 40F REQUIRED PLANTS, SPREAD OF ROOTS AND SIZE OF
J. SIZE OF RDI-1(K) I Y ' 1 rat PROP. 5' C. SIDEWALK (TYP.) I LANCASTER, SC 29720
ROOT BALLS SHALL BE IN ACCORDANCE WITH ANSI 260.1 I I� I I rar 1 0 I I TULIP POPLAR PHONE: [phone]
(LATEST EDITION) AS PUBLISHED BY THE AMERICAN NURSERY & 78670 S.F.I 17762 SF I ra4 I
R1 � [e-mail]
LANDSCAPE ASSOCIATION, EXCEPT WHERE SPECIFIED/AUTHORIZED ' I I ` I I n451 s.S.F. dhensleY@_
SOUTHERN RED OAK
BY URBAN FORESTRY. I 13611 s.F I I
4. ALL REQUIRED TREES OF A PARTICULAR SPECIES AND VARIETY
SHALL BE UNIFORM IN SIZE AND CONFIGURATION.
5. PER/METER TREES IN URBAN ZONES SHALL BE 3" IN CALIPERC o I I a FREEMAN MAPLELn
�
AND BE FREE OF BRANCHES UP TO 6' FROM THE TOP OF THE
BALL. \
6. A MINIMUM OF 507 OF NEW TREES MUST BE NATIVE SPECIES, rr3 1 f- 1.3787 SF. I NO TE.- OO
AND SITES WITH MORE THAN 20 TREES REQUIRED WILL HAVE TO ` I \ I 14519 S.F. I THE SPECIES OF ALL REQUIRED w N
INSTALL MULTIPLE (3 OR MORE) SPECIES PURSUANT TO THE TREE / \ \ I I TREES TO BE PLANTED MUST BE
ORDINANCE GUIDELINES. I , I ON THE CITY OF CHARLOTTE f ,
I I RC o DMH-1(K) CB-2(K
7 75q / rao I I I APPROVED PLANT SPECIES LIST z
EXCEPT IN SITUATIONS WITH OVERHEAD POWER LINE CONFLICTS 1$" Rc° rr9
o II q OF REQUIRED TREES MUST BE LARGE MATURING SPECIES
FES K
P
PLANTING REQUIREMENTS : MAX. 3 TO 5 TRUNKS AND MIN. 8' I \ I n I h I �5 r5"'RcP IDI-3(K) 7882 S.F. O
TALL A �� \C 1(K) J \ 15402 SF rrB
��� I I Q ui
8. SEE CLDS 40.01 (ON SHT C8.1) FOR DETAILED TREE PLANTING I ,� Rcp� I I 15125 S.F. ( '
REQUIREMENTS. a �� �� ��� -
I I \ ROP. 2' VALLEY GUTTER (TYP.) � � � � z
9. PLASTIC HOSE PARTS WILL NOT BE ACCEPTED FOR TREE PCC EASEMENT -_ -
STAKING. SEE CLDS 40.01 FOR APPROVED STAKING SDMH-2(K) _l O
METHOD/MATERIALS. I \ - _ _ I W J
10. ALL STRAPPING AND TOP 1/3 OF WIRE BASKET AND BURLAP
MUST BE CUT AWAY AND REMOVED FROM ROOT BALL WHEN I I O ce-s(L) N O r
PLANTING. rr4
11. FOR NEW PLANTING AREAS, REMOVE ALL PAVEMENT, GRAVEL 16190 SF f- --------- CB-5(L) 15055 SF < I
SUB=BASE AND CONSTRUCTION DEBRIS; REMOVE COMPACTED --- " i
SOIL AND ADD 24" NEW TOPSOIL, OR TILL, AND AMEND THE TOP - - -- cB-4(L) h --
24" OF EXISTING SOIL TO MEET TOPSOIL/PLANTING
TING MIX -- --- _ _ - _ - cB-3(L)
n
STANDARDS FOR TREES THIN ENTIRE MINIMUM AREA OF 274 \ �\ - - •^ 15"RCP I J .
SQUARE FEET PER LARGE MATURING TREE AND 200 SQUARE \\ I S - - TALKER T COUR T - - - 'I w
I ~
0
FEET PER SMALL MATURING TREE). \ \ � / � � - ---- --- _
J >
12. REVIEW SOIL REQUIREMENTS IN THE TREE ORDINANCE
GUIDELINES A httL//landpermits.charmeck.org SS �/
0
THEN CLICK TREES `\ I � � '79.3.3 SF. / / v6 I 35' x 35'
UTILITY ISSUES : 16413 S.F. I n� S.D.T.(TYP.) Q
13. LARGE MATURING TREES MAY NOT BE PLANTED WITHIN a 3 E A / O
25' OF OVERHEAD POWER DISTRIBUTION OR TRANSMISSION LINES. I / / 19590 SF I• A Tu A AR 0
IF TREES CONFLICT WITH POWER LINES OR SIGNS, CALL URBAN ` SS I I h 0 AC I W
FORESTER TO RESOLVE BEFORE PLANTING. O J I w z
14. ADJUST TREE PLANTING LOCATIONS TO AVOID UNDERGROUND
UTILITIES. PLANT 15' FROM ALL UNDERGROUND UTILITIES. D
15. NO LIGHT POLES, UTILITY POLES OR TRANSFORMERS CAN BESS J 67 a
INSTALLED IN TREE ISLANDS. T E SAE I U
16. COMMERCIAL SCALE LIGHTING (>15' IN HEIGHT) MUST BE A I A R RE
MINIMUM DISTANCE OF 30' FROM A TREE. PEDESTRIAN SCALE 0.9 RE
LIGHTING (<15' IN HEIGHT) MUST BE A MINIMUM DISTANCE OF 15' I FES
15"RCP
FROM A TREE. SHOW SITE LIGHTING ON LANDSCAPE PLAN. SS / L 15"RCP
TREE SA VE AND PRESERVA TION : I -I IcB-2(L) I S
17 URBANEFORESTERT PRIORON UST TO STARTING ANY AND VERIFIED BY S
Y CONSTRUCTIO ���� / / I / Q
ACTIVITY.
18. SHOW TREE PROTECTION AND TREE SAVE AREAS ON EROSION
CONTROL, GRADING AND LANDSCAPE PLAN SHEETS. ` THI EC �N A AL
19. COMMERCIAL TREE SAVE AREAS MUST BE RECORDED ON A / vG 0 8 CES
FINAL PLAT WITH THE MECKLENBURG COUNTY REGISTER OF DEEDS - Q / EX. 30 PCO BUFFER
BEFORE URBAN FORESTRY HOLDS CAN BE RELEASED. A 10' NO ` ss / \ / REVISIONS
BUILD ZONE AROUND TREE SAVE AREAS MUST BE REFERENCED 0
THE PLAT. SS
20. THE AREA OF ANY EASEMENTS (WATER, SEWER, UTILITY, ETC.) \ �/ SS / REV. 1 -04/19/16
CAN NOT BE COUNTED TOWARD THE TREE SAVE REQUIREMENT. W // S �� REVISED PER CITY OF CHARLOTTE
21. ANY ALTERATIONS TO TREE SAVE AREAS MUST BE \ moo / SS / COMMENTS
ACCOMPLISHED WITHOUT MECHANIZED EQUIPMENT. ` APPROXIMATE
22. NO STRUCTURE WILL BE ALLOWED WITHIN 10' OF TREE SAVE LOCATION OF
AREAS UNLESS APPROVED BY URBAN FORESTRY. \ \ EX. POND SS
23. ALL TREES ON PUBLIC PROPERTY ARE PROTECTED AND EE
REMOVALVE/
REMOVAL MUST BE PERMITTED BY THE CITY ARBORIST (704) \ T LE
336-4262. AA
` \ A /
24. TREE SAVE AREAS SHALL BE FREE OF INVASIVE PLANT
SPECIES. IF AN AREA PROPOSED FOR TREE SAVE CONTAINS \ PP NCH
INVASIVE PLANT SPECIES AT TIME OF PROPOSAL, SUCH INVASIVE
PLANT SPECIES SHALL BE REMOVED PRIOR TO FINAL C.O.
GENERAL
25. CALL [phone] FOR AN INSPECTION OF TREE ��/ ✓
PROTECTION/PLANTING AREAS, A MINIMUM OF 5 DAYS BEFORE A
C.O. IS NEEDED. I FEMP RANGE
26. VISIT CITY OF CHARLOTTE'S LAND DEVELOPMENT WEBSITE FOR
ADDITIONAL INFORMATION AND URBAN FORESTRY REQUIREMENTS : I oMMON
http //londpermits.charmeck.orQ THEN CLICK TREES
PROJECT NO.:2015.32
SCALE: 1"=60'
NOTES:
DRAWN BY:CLR
1. CONTACT THE UTILITY COMPANY TO RELOCATE ANY EXISTING \
UTILITY POLES. ALL EXISTING FACILITIES WHICH CONFLICT WITH THE \ /
IMPROVEMENTS UNDER THE SCOPE OF THIS PROJECT MUST BE
CHECKED BY: MSL
RELOCATED AT THE EXPENSE OF THE APPLICANT
2. ALL DEVELOPMENT CREATING A TOTAL OF 20,000 SQUARE FEET OF
IMPERVIOUS AREA SINCE SEPTEMBER 1978 WILL REQUIRE STORM
1). CONTRACTOR IS FULLY RESPONSIBLE FOR CONTACTING DRAINAGE DETENTION.
• APPROPRIATE PARTIES AND ASSURING THAT EXISTING
UTILITIES ARE LOCATED PRIOR TO BEGINNING CONSTRUCTION. J. TREES WITHIN THE STREET RIGHT OF WAY ARE PROTECTED BY LAW.
7 • 2). CONTRACTOR IS RESPONSIBLE FOR PLACING BARRICADES A PERMIT IS REQUIRED FROM THE CITY ARBORIST AT [phone] GRAPHIC SCALE
0 USING FLAGMEN, ETC., AS NECESSARY TO INSURE SAFETY PRIOR TO THE REMOVAL OF ANY RIGHT OF WAY TREES ALL TREES 60 0 30 60 120 240
CL TO THE PUBLIC. OVER 8" IN DIAMETER AS MEASURED 4.5' ABOVE GROUND AND LOCATED SHEETN
J 3). ALL PAVEMENT CUTS, CONCRETE OR ASPHALT, ARE TO WITHIN THE SETBACK ARE PROTECTED BY LAW. CONTACT LAND
BE REPLACED ACCORDING TO STANDARDS OF THE NORTH
DEVELOPMENT AT [phone] FOR REQUIRED PERMITS. SEE SHEET C9.0 FOR TREE CALCULATIONS AND PERIMETER TREE REQUIREMENTS
N CAROLINA DEPARTMENT OF TRANSPORTATION.
4). SHORING WILL BE ACCORDING TO OSHA TRENCHING 4. BEFORE YOU DIG STOP. CALL THE NC ONE-CALL CENTER AT ( IN FEET )
C902
1_0 Know what's below. STANDARDS PART 1926 SUBPART P, OR AS AMMENDED. 1-800-632-4949. /T'S THE LAW. 1 inch = 60 ft.
Call before you dig.

�Oy ill E--
ol
o
LA THAM-WALTE RS
ENGINEERING, INC.
I
a
R P i N.C. CORP. LIC. C-1 815
" FEs
(n) °) - 16507-A NORTHCROSS DRIVE
FEs \ / -
\ (� � � _ HUNTERSVILLE, N.C. 28078
ooe10' EMERGENC \ I \ PHONE: [phone]
SAND FlL
/ I SPILLWAY FOREBA �SDMH-2(B) FAX: [phone]
� Y
TE n /
v n / A-7
FOREBA Y 777—
F ! i 0 u 3
m (�` CARO
Z 0 F / °FESS/
U
Q y PC g —/� r 77- o°
SEAL
o
/ I / / / po / = 0 17646 0 =
ENT -- L S
10' EMERGENCY \ C \
SPILLWAY \ �� / / S — \ M
� / \ ��\ D JULY 28,2016
DATE
SAND FILTER I SAND FILTER 2 — AND TER
\10' EMERGENCY
SPILLWAY -
.0
— --SIM 62
-
—44v.
\�
- Tell
-- SMH-1. Lj
_ r
LGI HOMES-NC, LLC
--- --- - --- - J 1r. /
IN 3037 SHERMAN DRIVE
6 0
0
LANCASTER, SC 29720
- ti FES (° PHONE: [phone]
EAS%NTi \ It [e-mail]
IN
AND FlL TER v
II 10' EMERGENCY
I vii — SPILLWAYUp
SAND F/L 7 ER
IFOREBA Y Y �
00
C) Lu <
O CB-2(HJV Z r n
BOTTOM OF SAND FILTER
TO BE INSTALLED WITH W ^
IMPERMEABLE z
LINER. / SAND FILTER 3 Q L.�
� 1 FOREBA Y � \ �
3: L
'Ago CL
\ O FES (F) 8252 S F
PCC EASEMENT Q —
\ N \ EMERGENCY
uj
SPILL WAJ
\ \ oo SOMH-1(F) ASEMENT \ / C) Q
\ 10' EMERGENCY - 1B"RCP / GRAPHIC SCALE j
SPILLWAY �'1 _
\ � I i I ✓ 30 0 15 30 60 120 X 1 I
Lu
\ \ \ 120.00'_ / 1 ` LijW
IN FEET
1 inch = 30 ) ft. Q
SAND FILTER 4 SAND FILTER S SAND FILTER 6
� W 0 Q
Lu ll�W
(D CC
Q G
U � ry
17 11 10 \ b�' � SENT 6U)
\ — p 2,
EASE
o Q CC
F�FMENT \
REVISIONS
� 10' EMERGENCY 10' EMERGENCY
FOREBA Y \
SPILLWAY SPILLWAY 10 EMERGENCY/
I SPILLWAY
1 7`
\ - 3 1`
0 10' EMERGENCY I o
SPILLWAY "� �
\ �
SAND FIL TER / / X' a / I N) FOREBA Y O
\ - - k / \ SAND FlL TER
\�
OREBA Y
BOTTOM OF SAND FILTER
\„
AF
WITH
D F TO BE INSTALLED
N
IMPERMEABLE LINER.
\ 5 AND FlL TE FOREBA Y
i I
BOTTOM OF SAND FILTER i / \ a / ' OQ
TO BE INSTALLED WITH X60 -� / FES (K) '
IMPERMEABLE LINER. 10) / 1
PROJECT NO.:2015.32
its SCALE: V=30'
(✓) \ PCC EASEMENT
aSDMH-1(K) I I \ DRAWN BY:CLR
CHECKED BY: MSL
1 \
EXIST BUFFER
CB-1(✓)�
(o
\ \ 5B9.90 \ l SHEET NO:
of \
IN � �' ;
SAND FILTER 7 SAND FILTER 8 SAND FILTER 9 SAND FILTER 10 \' \ 1 I
1 I I 000

MOORES CHAPEL ROAD
_51± TRASH GRA TE W-LE1
O TOP OF DAM #4 WELDABLE
A TOP OF 50 YR. _- - - - - - O VPRIES
REBAR - 3" 0.C. 1/4"
FINISHED PAINTED BLACK 3/8' OPE DCK LA THAM-WALTERS
B TOP OF 25 YR. 10' EMERGENCY 5L TRASH GRA TE PA►►�
6" #4 WELDABLE � ROAD ENGINEEERING9 ,TNC
SP/LL WA Y ELEV. S REBAR - 3" 0.C.
*_TOP OF 10 YR_ 2' - f (FINISHED PAINTED BLACK) �c N.C. CORP. LIC. C-1815
r-
D =TOP OF 2 YR. t l 2 I SHOP OR a- 16507-A NORTHCROSS DRIVE
1 l�lR ELEV L I 1/4"
4' E/R ELEV. (BASIN 3) ° '�s �; ,y�; 2-12 FIELD WELD �� HUNTERSVILLE, N.C. 28078
PROVIDE 6" 1'�
DRAIN 6 ' v RIP RAP FROM ' < l L �/4 f PHONE: [phone]
PHASE / FAX: [phone]
,�-
PLUG FOR Yr'
EMBANKMENT TO 1/2' PAW VILLAGE RD
MAINTENANCE e BOX FOR ACCESS I / ST
< PHASE II q'Q,yE,
0 _GROUND ELEV. PROPOSED 5 x 5' x 6"t 3/8"x2" PLA TE SITE
CONCRETE
NT-EEP OCOLLAR APPROVED EQ AL \��`� (N°°°°°°RO '�,
SEE CHART THIS SHEET 2 01 HEIGHT OF TRASH RACK = 12" O4 SES A ° / '
FOR DIMENSIONS s" UNDERDRA/N /,85 0�° o '
CONTINUOUS ,
f J .F. K ' RCP ® L SEAL o =
EMBEDDED PLATE - -
INV. ELEV. INV. ELEV. I 1717 PC SUPPLIER 1� _ ° °
- - (WATERTIGHT JO/NTS - - - -O I L I FINISHED UPAINTED xBLACK VICINITY MAP 17646/000 o o z
°
N.T.S. '� °� ��
5 5 DOWELL BOX INTO NOTE.• CONTRACTOR SHALL PROVIDE ., "*o t I I l t
2'-11SHOP DRAWINGS FOR ALL MATERIALS iii L S.
CONCRETE ANCHOR
TRASH RACKDETAIL USED FOR THE CONSTRUCTION OF
N.T.S THE DETENTION BOX FOR ENGINEER'S
APPROVAL.
SECTION THROUGH POND OUTLET SEE CHART THIS SHEET
JULY 28,2016
N.TS. FOR DIMENSIONS DATE
NO TES.
3'x2" PRECAST STRUCTURE ELEV. 1. "CONCRETE" SAND REFERS TO SAND THAT /S COMMONLY USED IN CONCRETE MIXES.
- 0
PCCO SUMMARY 0 ELEV.- - 2. ALL DRAINAGE AREAS TO A SAND FILTER FACILITY ARE TO BE STABILIZED PR/OR TO
TOPSOIL (3" MIN
INSTALLATION OF SAND.
Original Parcel ID Number(s): 05522123, Portion of 05522124 \\\ \\\ \\\ FILTER FABRIC ELEV.
\\ ON
Development Type: Single Family ° J. UNDERDRA/N PIPES SHOULD BE MIN. 6" PERFORATED SCHEDULE 40 PVC (PER AASHTO
Development
ntTyp : Yes O 1' WEIR ELEV. _ _ _ M278) OR DOUBLE WALL HDPE (PER AASHTO M252). PERFORATIONS SHOULD BE 3'4"
Subjec6" SPACED 3 ON CENTER ALONG 4 LONGITUDINAL ROWS SPACED 90' APART. C
If NO,why? --Click for Dropdown-- 4' WEIR ELEV. (BASIN J)° uu° �1 E
Watershed: Western Catawba
Disturbed Area(ac):
Site Area(ac): 92.96 Acres ° 6" PLUGGED DRAIN 4157 WASHED STONE WRAPPED
DA#1 DA#2 F GROUND ELEV. AT GROUND ELEV 2'-6 CLEAN /N M/RAF/ 50OX FILTER FABRIC° LGI HOMES-NC, LLC
O ° "
Total on-site Drainage Area(ac): 92.96 ° ° WASHED
3.0' "CONCRETE" SAND 3037 SHERMAN DRIVE
Existing Built-upon-area(SF): 0 K " RCP OUTLET LANCASTER, SC 29720
Existing BUA to be removed(SF): 0 O
Existing BUA to remain(SF): 0
PHONE: [phone]
Proposed New BUA(SF): 1063292 6" UNDERDRA/N
Proposed%BUA: 26.26% J
Density(High/Low) Q � [e-mail]
Total Post-Project BUA for site: 1063292 ELEV.- O - �0 O 3»
Development or Redevelopment? Development ° ELEV. G
Natural Area Required(ac): 16.268 ° ° ;° �a �� �.
Natural Area provided,total(ac): 18.8 ° WASHED STONE D OQ O TER FABRIC
Undisturbed Treed Natural Area Preserved(ac): 18.8 5� ° SEE DETAIL THIS SHEET ( 12'f -
Total stream buffer protected on site(ac): 21.58 ° a 0 Oa NOTE. REPLACE FILTER FABRIC W/TH Leo 6" PVC �o
Transit Station Area?Y/N N U D Q co
IMPERMEABLE LINER FOR SAND
Distressed Business District?Y/N N FRONT ELEVATION /� O FILTERS R 7, & 10. JCW N
Mitigation Type(if applicable) N/A 1.0' -----"EL EIV G - - -
Natural Area mitigation?Y/N N - - - SEE CHART BOTTOM LEFT Co �^
♦J J U
Buffer Mitigation?Y/N N DETENTION BOX PERFORA TED 6" PVC Q z >'
Total Phosphorous Mitigation?Y/N N N.T.S. PIPE GRAVEL UNDERDRA/N SYSTEM
HED
E DETAIL
Ld
SEE CHART THIS SHEET TYPICAL SECTION N.T.S. SEE CHART THIS SHEET 6S PVC PIPE
SECTION &
FOR DIMENSIONS FOR DIMENSIONS N.TS.
Wo Q
V Q
2 x3' DRAINAGE STRUCTURE
5' Q U
#VH10' EMERGENCY SPILLWAYXWELEV. ELEV.
/ o
SAND FILTER DATA o # O ELEV. /\ Q W
\\ \ 57 WASHED STONE ,� PROP. CLEANOUTS, TOP ELEV. 0 Q Q
3:
DIM BASIN 1 BASIN 2 BASIN 3 BASIN 4 BASIN 5 BASIN 6 BASIN 7 BASIN 8 BASIN 9 BASIN 10 �/ �/� SEE PLAN FOR LOCATIONS / \ \ W O
0 617.74 615.65 625.42 619.30 627.38 609.40 601.56 629.12 615.46 619.50 I I I I I I I I I I I I \
B 617.57 615.46 625.20 619.15 627.18 609.20 601.28 628.88 615.32 619.34 / \ FOREBA Y ELEV. F � I .F/L TER BED ELEV. 0 I I /\I I I /\ I I I I I \// W
O 617.34 615.20 624.93 618.87 626.76 608.78 600.82 628.48 615.07 619.11 �/ ///�/� \ \ \ / \ \// //� Q
\//\\ �// \//\\ �// \//\\ �// \//\ \// //� 30" SAND FILTER / // �/� U J
0 616.41 614.25 624.19 618.15 625.61 607.54 599.16 626.96 614.25 618.24 \ \/� �/� �/ �/� �/ �/� �/ / J O
E 0 4. 7. 6. 4. 618.00 --,/�/ //�/� //� PVC DRAT K .,
6" PERFOR TED
O 616 0 61 00 625 20 618 00 625 00 60 00 598 00 62 00 61 00 \ � \ � \ / \ \/\ a f O L.F.O-RCP (WA TERT/GHT \
G JOINTS) ® L 9 I
0 614.00 612.00 622.00 616.00 623.00 605.00 596.00 624.00 612.00 616.00 \ \ \ a EL V.O O ELEV. O
610.40 607.50 616.00 611.00 619.00 600.00 591.00 619.00 604.00 611.00
0 618.50 616.00 626.00 620.00 628.00 612.00 602.00 630.00 616.00 620.00 / /� �/ �/� �/ �/� �/ �/ �/� '�/-<
0 610.00 606.00 600.00 610.00 618.00 599.10 589.90 618.00 602.00 610.53 IMPERMEABLE LINER FOR
SEE CHART THIS SHEET SAND FIL TERS 4, 7, & 10.
10 34 124 87 57 60 90 110 66 60 47 f R L.F. 6" PERFORATED UNDERDRAIN COLLECT/ON SYSTEM
FOR DIMENSIONS 0
18 15 24 18 18 24 30 30 18 18 4 ROWS OF 3/4 DIAMETER HOLES ® 3" o.c. REVISIONS
O 1.18 1.21 0.50 * 1.18 1.67 1.0 1.0 1.52 3.33 1.0 PROFILE VIEW
N.TS. REV. 1 -04/19/16
0 617.10 615.70 624.00 619.00 627.10 609.00 600.90 628.40 615.10 619.00 REVISED PER CITY OF CHARLOTTE
COMMENTS
0 613.75 611.75 621.75 615.75 622.75 604.75 595.75 623.75 611.75 615.75
O 611.25 609.25 619.25 613.25 620.25 602.25 593.25 621.25 609.25 613.25
P 616.00 614.00 624.00 618.00 625.00 607.00 598.00 626.00 614.00 618.00
BMP Inset Table BMP Inset Table BMP Inset Table BMP Inset Table BMP Inset Table
O 615.00 613.00 623.00 617.00 624.00 606.00 597.00 625.00 613.00 617.00 Sand Filter Sand Filter Sand Filter Sand Filter Sand Filter
Project Name: Paw Creek Village-Phase 2 Project Name: Paw Creek Village Phase 2 Project Name: Paw Creek Village Phase 2 Project Name: Paw Creek Village Phase 2 Project Name: Paw Creek Village Phase 2
O 82 75 87 66 75 100 168 170 75 75 Se uence ID: 1 Sequence ID: 2 Sequence ID: 3 Se uence ID: 4 Se uence ID: 5
Drainage Area(acres): 5.85 Drainage Area(acres): 4.71 Drainage Area(acres): 10.20 Drainage Area(acres): 2.85 Drainage Area(acres): 4.65
O 617.70 615.50 625.50 619.50 627.50 611.00 601.50 629.00 615.40 619.50 Land Use/Development Type: Residential Land Use/Development Type: Residential Land Use/Development Type: Residential Land Use/Development Type: Residential Land Use/Develo ment Type: Residential
Percent Built-Upon Area: 32.11% Percent Built-Upon Area: 35.60% Percent Built-Upon Area: 17.49% Percent Built-Upon Area: 46.41% Percent Built-Upon Area: 37.37%
AREA OF Sediment Chamber Length ft. : 57' Sediment Chamber Length ft. : 34' Sediment Chamber Length ft. : 88' Sediment Chamber Length ft. : 62' Sediment Chamber Length ft. : 54'
SAND FILTER 691 SF 608 SF 738 SF 465 SF 626 SF 991 SF 1493 SF 1732 SF 509 SF 656 SF Sediment Chamber Width ft. : 31' Sediment Chamber Width ft. : 30' Sediment Chamber Width ft. : 33' Sediment Chamber Width ft. : 29' Sediment Chamber Width ft. : 22'
WATER TABLE Sediment Chamber Height ft. : 4.0' Sediment Chamber Height ft. : 4' Sediment Chamber Height ft. : 4' Sediment Chamber Height ft. : 4' Sediment Chamber Height ft. : 5'
ELEVATION 599.84 604.11 611.41 612.28 610.83 597.73 598.60 615.73 601.38 615.54 Sand Filter Type: Surface Sand Filter Type: Surface Sand Filter Type: Surface Sand Filter Type: Surface Sand Filter Type: Surface
IMPERMEABLE NO NO NO YES NO NO YES NO NO YES Media Depth ft.: 2.5' Media Depth ft. : 2.5' Media Depth ft. : 2.5' Media Depth ft. : 2.5' Media Depth ft. : 2.5'
LINER Flow Diverter Present(Y/N): N Flow Diverter Present(Y/N): N Flow Diverter Present(Y/N): N Flow Diverter Present(Y/N): N Flow Diverter Present(Y/N): N
Regulated By: Post Construction Ordinance Regulated By: Post Construction Ordinance Regulated By: Post Construction Ordinance Regulated By: Post Construction Ordinance Regulated By: Post Construction Ordinance
Treatment Effectiveness: Optimal Treatment Effectiveness: Optimal Treatment Effectiveness: Optimal Treatment Effectiveness: Optimal Treatment Effectiveness: Optimal
NC State Plane X eastin : 1414300 NC State Plane X eastin : 1413910 NC State Plane X eastin : 1413428 NC State Plane X eastin : 1413034 INC State Plane X eastin : 1414031
* SEE PLAN FOR DROP STRUCTURES AND MANHOLES NC State Plane Y(northing): 554194 NC State Plane Y(northing): 554056 NC State Plane Y(northing): 554460 INC State Plane Y(northing): 554289 NC State Plane Y(northing): 553632 PROJECT NO.:2015.32
SCALE: N.T.S.
DRAWN BY:CLR
BMP Inset Table BMP Inset Table BMP Inset Table BMP Inset Table BMP Inset Table CHECKED BY:MSL
Sand Filter Sand Filter Sand Filter Sand Filter Sand Filter
(� Project Name: Paw Creek Village Phase 2 Project Name: Paw Creek Village Phase 2 Project Name: Paw Creek Village Phase 2 Project Name: Paw Creek Village Phase 2 Project Name: Paw Creek Village Phase 2
Se uencelD: 6 Sequence ID: 7 Sequence ID: 8 Se uencelD: 9 Se uencelD: 10
Drainage Area(acres): 5.95 Drainage Area(acres): 9.15 Drainage Area(acres): 9.00 Drainage Area(acres): 2.74 Drainage Area(acres): 4.09
Q Land Use/Development Type: Residential Land Use/Development Type: Residential Land Use/Development Type: Residential Land Use/Development Type: Residential Land Use/Development Type: Residential
Percent Built-Upon Area: 47.53% Percent Built-Upon Area: 46.44% Percent Built-Upon Area: 55.78% Percent Built-Upon Area: 53.66% Percent Built-Upon Area: 45.60°%
LJJ Sediment Chamber Length ft. : 48' Sediment Chamber Length ft. : 94' Sediment Chamber Length ft. : 71' Sediment Chamber Length ft. : 36' Sediment Chamber Length ft. : 62'
0 Sediment Chamber Width ft. : 42' Sediment Chamber Width ft. : 25' Sediment Chamber Width ft. : 45' Sediment Chamber Width ft. : 35' Sediment Chamber Width ft. : 27'
Sediment Chamber Height ft. : 5' Sediment Chamber Height ft. : 5' Sediment Chamber Height ft. : 5' Sediment Chamber Height ft. : 4' Sediment Chamber Height ft. : 4' SHEET NO:
Sand Filter Type: Surface Sand Filter Type: Surface Sand Filter Type: Surface Sand Filter Type: Surface Sand Filter Type: Surface
0> Media Depth ft. : 2.5' Media Depth ft. : 2.5' Media Depth ft. : 2.5' Media Depth ft. : 2.5' Media Depth ft. : 2.5'
Flow Diverter Present(Y/N): N Flow Diverter Present(Y/N): N Flow Diverter Present(Y/N): N Flow Diverter Present(Y/N): N Flow Diverter Present(Y/N): N
Regulated By: Post Construction Ordinance Regulated By: Post Construction Ordinance Regulated By: Post Construction Ordinance Regulated By: Post Construction Ordinance Regulated By: Post Construction Ordinance
Treatment Effectiveness: Optimal Treatment Effectiveness: Optimal Treatment Effectiveness: Optimal Treatment Effectiveness: Optimal Treatment Effectiveness: Optimal
N NC State Plane X eastin : 1413301 NC State Plane X eastin : 1413232 NC State Plane X eastin : 1413329 NC State Plane X eastin : 1413182 NC State Plane X eastin : 1413570
(� NC State Plane Y northing): 553814 NC State Plane Y(northing): 552752 NC State Plane Y(northing): 552451 NC State Plane Y northin : 552087 NO State Plane Y(northing): 551683 C 1
29 001
Ln

MOORES CHAPEL ROAD
PAWTUCKErf
IGA 17`1F11AM—WAL TER,S
ROAD
ENGINEERING, INC.
78.
N.C. CORP. LIC. C-181 5
/
oZ 16507-A NORTHCROSS DRIVE
/ — HUNTERSVILLE, N.C. 28078
\ PHONE: [phone]
// I //� ( I I I / III I \ \ — — \ \ \ / / / / / \ \ \ 1 I I I I I / I I / / / / / // / /I I i I I \ � \ I PAW VILLAGE RD
3 PHASE l FAX: [phone]
�i \ PHASE II STAR
SEs
SITE �a k \ 1111111 ,,,,
caR ''%
oj
/ � \ 1 ( iI \ ° SEAL °
\ _ / / \ \\ I ` \ \ \ \ \ \ \ 1 \ \
17646 ° _
/ / / �/// / �\ \ \�\ \ \ I III I \ , 1 \ \\ \ \ � �\\\`11 I\1 �� l I \ \\ \ I \ I \ \ \ \ WCINITYMAP - °
/ N.T.S.
. � < S.
JULY 28,2016
I DATE
— - --- < /
M,
,
1\\\ I I \\ _ DA:.6 C I I I I\ D 6
J f I /
I \� �\\\ )�' \II I � \ \ \ � I , I I •.I � II 1 II l / ll l
654
HOMES
1
— I I . . . .. �. . � \\ I
.S� c / I �'� I \ ) I I 1�7 /� / /
//// LGI HOMES-NC, LLC
/ r
I I J / \ >:: ;;:: AC / l / �I l / I l ,y— I �0. l I / l / l l
\` `� ' /. // // � ` /// /// / / / 3037 SHERMAN DRIVE
LANCASTER, SC 29720
PHONE: [phone]
[e-mail]
o0
Lu IN
1 I / I I I I 1 \ \ / / C/) U
l \ \ \ \ _ / I I�� I
Lu
II
// �
I / \ \`I l ( �\ s / / Q
s
\\ s ��% / r// CREW \�� \ UA: C — // \ \ \ I W
LOG477ON OF / / //l / / \ \ \ \
EX. POND / \ �\ \ \ \ \\ UJI c LLI
W
�IIII III l lIll � —T �� S III \ J\ /\\\ \I \ — — / II \ a � I 1 \ \�\�� \ / /l/////��/ Q V
111 ::.. III I / I i / �Il` — I _ \ \ \ /// //� l//i ry
�
lt
uiz
Lu —
I
I o :; / / /00'
_ \ \ / I — /� �/ / / Q
/ \ ::::::::.....::::: :::>::>::>:: o SSE, B 40 = = , 1\I // / l/
/ \ �
/ �
A/
\ \ \\ , / :•i' :::::.: r/ I \ \ ` \ EEK , -/ -U7
/ / // 'I ► / �. — _ \ — — — , :.�� \ \ \ � \\\ — - \ \. -- \ �—
\I\\I I I I I I .::: ,i� 1/om I• ; I �� \ �� \- - / / /� � '� \ \ \ 117 . 11 ;0 - � / I 11 / / /
\\�
",-,00000L •\ \ 1 I / I I — / \ \ 1 DNX I
I- < < — ; \ — �� ,/ — I\� \I� - ` � / / / REVISIONS
III I I / /` / //= I ' I ,\\ � -- -- �� — \ III / II ,, /
1 \ \\\\ I III I• � � I _ = _ I / \ �
�� 1• ' �1 JI 11 � \ s ss � s� — I _ „ I /
_-=
�
l // L / , ti I�A /I — \\ I�\ \ I III � ��_,
77
/0000,
D�: ��
PROJECT NO.:2015.32
/ SCALE: 1"= 100'
/
\ J/ / /// — , III I I \ \\\\ C \N • ' '/I 1 1\ I � 1 � t I i d — — / DRAWN BY:CLR
\ ` 1�� I \ \\ \• / I II _ A
Ir . . I A I \ \ \ \ \ \ — — — _ \ _ / J — \ CHECKED BY: MSL
� �I—I
MATCHLINE
1). CONTRACTOR IS FULLY RESPONSIBLE FOR CONTACTING SEE SHEET C11.1
< •
APPROPRIATE ARE LOCATEDARTIES AND
PRIOR TO ASSURING
BEGNTHAT
NING CONSTRUCTION.EXISTING
• GRAPHIC SCALE 2). CONTRACTOR IS RESPONSIBLE FOR PLACING BARRICADES SHEET NO:
0 USING FLAGMEN, ETC., AS NECESSARY TO INSURE SAFETY
LEj I
TO THE PUBLIC. 100 0 50 100 200 400
C) 3). ALL PAVEMENT CUTS, CONCRETE OR ASPHALT, ARE TO
BE REPLACED ACCORDING TO STANDARDS OF THE NORTH
N CAROLINA DEPARTMENT OF TRANSPORTATION.
I� 4). SHORING WILL BE ACCORDING TO OSHA TRENCHING ( IN FEET )
LO Know what's below. STANDARDS PART 1926 SUBPART P, OR AS AMMENDED. 1 inch = 100 ft. ■
Call before you dig.

MOORES CHAPEL ROAD
Wl-
MATCHLINE pAWTUCKEn LA 1T1HlAM WALTE RS
SEE SHEET CI1.0 4 ROAD ENGINEERING, INC
II \I II�I\\� >\/`//`\(\\(\� \ ( • I yI) III I� / � �J , �\ / /I / \ I oC� N.C. CORP. LIC
. C-1 815
7 16507-A NORTHCROSS
DRIVEI HUNTERSVILLE' N.C. 28078
^
\ ` PHONE: [phone]
\ \ , PHASE l FAX: [phone]
\ \ \ \ \ \ / PAW VILLAGE RD
\T \ \ \ \ \ \ � \ \ \ \ \ \ - � / i PHASE II STARVES
I I I I I �✓ / 1 I / / \ ) \ \ \ \ \ \ \ \ \ / � /
/ \ \ \
�/� SITE ocaR
\\�^�000 00000
/ — I/ \ \ \ \ \ \ _ / 0 FESS/ o
DA:.3I6 � �- _ I I-� � �. .'' / � \ \ \ ` \ � \ \ \ \ � '_85 Woo �/ 3 j. � oSEAL o =
/ 11 \ \ \ \ 0 17646 0 =
I I�I // --\A \ IIII IIII I ` III I 'I '' I I \ ` ` / / ' , I l 9AF \ \ \ \ \ \ \ - / / / _ _ VICINITYMAP ,� 000 ,,��►�oo
\ _ \ \ _
\ / / l~ l / \ \� \ \ \ _ / _ NTS. ooF INE��o ��,
S..
�
/) 111 I I''II I I I I I 111 III 1 I I ' ACi 1
A,�s9 -
\III \ /A:�ZA� . � \ \ \ \\ \\\ \ \ / / _ _ � _ _ JULY 28,2016
DATE
- , -
1
DAI
V w-.
Ir� )14S AcHOMES
/ 1V
_
��/ / I// ) /�� / I I � 1 /��/ / \ \\ \1:_ \ \ _ \ \ � \ / , - \ \ \ \ LGI HOMES-NC, LLC
1111
3037 SHERMAN DRIVE
LANCASTER SC 29720
soP off= PHONE: [phone]
[e-mail]
» Al
f \\� \ :::� / / / � I IIII I 3 - _ , �_ —\ \ \ `� _\ � _ ,�-�c\ 1_
\ CIO
\ \ I I \ \ /// 5.9in/h (2�Y \ 1 I 1 N�~� I \ W C�
z
Ld
/
, / 1 ISI II 1 �1 IIII � � 11 1\\ 1I � \ I / / ! /// / ll 1 _ � I � _. _ - _ _ - - ►) � -_-����-_ -_ - - \ \ \\ \ \� \ \ - - / � �
III =670 _ _ \ �_ , � / W
� / \ 7 I - - �_ � �I I / � _ _ _ - \ � , � /� � ��
�\\\ _ \\ IIII III 1 / � \ \I\ \\1,\ \111I \ 1I / Ilj l 11 /11 11 / /7 - �\ I I _ � / / /�_ _ / _ W Q
I _ / _ _ / i
\�\\ \ III 11 111 / \\ �1 \ 11\ \ I l� /� ///// I /� - ( I / // / -- / / �/ ' � Q
�\ \ 111111 IIII I1 \ \\\ 11 \\\\ 1 II I \ \ I � , W
\ \ I l y ll \ \ I 680
\ \ \ \ IIIIIIII III \ \ 111 \111
\\\\\ , III I \ 11 - / ,
\ IIIIIIIIIIIII / \ 1 1 1 II I ► I I I I I I ► I I , / / /
\\\\ \\ \ I I I r \ = \�1�11 I 11 I / I 1 r-1 t � � - , > I / I / / � // 0
11111 II III 1 1 1I I \ I ) I / �� / I I / \ / / Q
\ \\\\ \\ \ III I \ \\ \ \ ( IIII I :.47 I I I \ A I / //— / // / / \ � / �/ / / / - _ _ _ - / // / / 1--, X
I IIIIIIIIIIIII li \ \ \�'V 111 \ \ , ) / / /i / i \� \ J / / \ \ \ / / / / \ CI - \ _ \ w - w11 s CII ( 07AC �/I / \ / / _ G
\\ 11 \11 �`� I < < I I � / / � \
N%, \ _ - // / p
\I\11 11 1 I I \ `\` / ry
\\\ \ \ I I II \ \ \\ 1 \ � ��\ ' \ I \ 1I 1 = - \ \ \ � Igo I \ � (DQ
\\\ \ \ \\� \ III ►I 111 I I r \A\\\\\\`r \\ 1 I � \ \ 1 -� \ \ \ � � _ � I �
� \\ \ I IIII \ ` \\ \\ \\1 \ o _ \\\ \ � \ \ \ \ - �� I, \ - / /00,
\ \ \\\ \ / 111111111 I ., � \ �- _ _ -� � - - - - \\ \ \ J �
w
z
J I W —
\ \ \ \\\ \J II 1 III III \ \\ \1\ 1 \ IIII /- \ I \ \ \ \ 1 `/�
\ \ III III I r \ ,\11 \ \ pp , �� , � I A: �89�AF � � \
1 \\\\ 11 ► 1 \ \\�\ \\ \ \ \ \ ► Illi/ � / \ �' I
\ - -
\\
- _ __ _=
11 ( \ __ - -�\
\ \
\ I 1 \\
III, I I I / \' \'\\ \\11\\ \ �\ \ \\l
\ 1 IIII IIIIIII
\\\\\
�
\\ \ \
✓
\\ \\
A,<
�// J REVISIONS
,
\\ i\ \ \ \„ �\\ \ \ ✓, / _ - ,
\\\ \ ` \ \ \ \ / 1 1 1 / // \ PWNr 1�iYNE CEN
\ 1\\\\ \\ ( \ +'41` \ 30 � ,�E,NE�rrE,,.A
\\ �\ \ \ IIII VIII I / \ \ 1` \ �\ \� - \��S\\�\ / /// \ � � � _ - �/
\ � oB 4,� // 11 � -
\� � E,- _ / / ; J� �- / / -
\ \ \\ \ \ 111 IIIIIIIIIIII \v \\\�\\\\\\\\ \ // \ / - /� / /�/ /
\ I I 1 \ I I I \` \ \ \\\ _ —r -Erla+ r / Zo / / - I // / I l / / l l/ j -
1' I 1 \ \�l \ , \ \/, ►►I VI II), _ _ _\ \\\\�\\\\\\I\\ \\\\\ � \ � �� s \ \ - ; _ -- '�/ �� �'1 ` \\\ _
Al
/0000,
`\
Nw / / � _ - //� /l / l / i
LOCA° A
ONOF \ \ \ss
EX. POND
/,_ �_ //
1 I I 1 ►I ,\ l l l \\ \ ll IIII, I, \ \ \\\\\\ \r\\\\ �\\` ' .��, \\ _ /�-/ /� _ _- - I 1 \
\ \ \ \
/v J 1 \ \ \ \ \
IIIIIIII �\\ \
II
1
/ / /
--"II I / // /
, J � l \ ` \ , IIII I/ l _ \ \\\ \� �\\�\ \� � /,=_ � _ �,
, i / � I / 1/II I/ \ \\\\ \ 1
\ \\ \\ \ \ \ PROJECT NO.:2015.32
/ I ✓ l / / =lIllllllll \\\ \\\\\\\�\\ \��� ;_� � I / _ \\ \\� � \\ \ \ \�\\ \ \ l 1I 1 I ( I I 1 / _\\\\\\�\ \ \\ \ � \ � \
/ -7 SCALE: 1"=60'
_\ \\ ` �/ \ ��
-_j
\\\ �� \\�� — / \\ \ 1 \ \ \ \ \\ \ \\ \ \I I l \ \ \ I I 1 I \\` �� / \ \\ \ \\ \ \ \ DRAWN BY:CLR
\ /` / \
� / \ \\\ \ \ \\ \ \ \— _ — \ CHECKED BY: MSL
- \\\\\ / I \ \ \ \ \ \ \\
\�\ A\
/0000,
- \\\` \\ .
\ \���- -\ >�\ II 1 � / l I l 11
� / � \ ='1 \\ � I I I � // l 111 I / /� -,\
1). CONTRACTOR IS FULLY RESPONSIBLE FOR CONTACTINGy//j/
— I APPROPRIATE PARTIES AND ASSURING THAT EXISTING , �/ _ \`i\ .I 1 I I \ ! llI 1.II i i . .\\ \ \ \ \\ \
• UTILITIES ARE LOCATED PRIOR TO BEGINNING CONSTRUCTION. GRAPHIC SCALE
• 2). CONTRACTOR IS RESPONSIBLE FOR PLACING BARRICADES SHEET NO:
0 USING FLAGMEN, ETC., AS NECESSARY TO INSURE SAFETY 100 0 50 100 200 400
TO THE PUBLIC.
3). ALL PAVEMENT CUTS, CONCRETE OR ASPHALT, ARE TO
BE REPLACED ACCORDING TO STANDARDS OF THE NORTH
N CAROLINA DEPARTMENT OF TRANSPORTATION.
( IN FEET )
Q 4). SHORING WILL BE ACCORDING TO OSHA TRENCHING
LO Know what's n OW. STANDARDS PART 1926 SUBPART P, OR AS AMMENDED. 1 inch = 100 ft.
Call before you dig.

MOORES CHAPEL ROAD
\ 1 \ \
PAWTuCKErr LATH1AM WALTERS
ROAD
ENGINEERING, INC.
N.C. CORP. LIC. C-181 5
66
0
16507-A NORTHCROSS DRIVE
/ HUNTERSVILLE, N.C. 28078
8484/ PHONE: (704) 895
PHASE I FAX: [phone]
PAW VILLAGE RD
/ � ♦ \ IIII I I 1 I \ - - \�\ \ \ � � / / / / / / / \ \ \ I I I / / / I I � \ / / ( / \ \ \ \� \ II \ PHASE I/ II—
SITE
I a kIIII l \ \ \ \ \ SITE
\ °°°° ,
\ \ ; oma°° o°
SEAL °
-
I / // / 1 \ — \\\\ 1oo
\ \ — — — — — — I \ / l // \ \ I 1 \ \ \ \\♦ I VICINITYMAP 0 1 /�� o°
� / / / I e / / / � � \\� \ � � / I I 1 1 \ \ \ 1 \ � \ I I I I \ N.T.S.
°°
h //////III<< S. ,
6S \ \ \ \ JULY 28 2016
< / / / / / I I \ �A\\\\ \ \ \ \ \ ` \ - - \ I \ \ 1 \ I I I ( / DATE
/ / � I I I I \ \ k \ \ \ 11 I III I I I \\ • • � \ \ 1 \ I I / � I
% � 1 � \ � \ 1
SED. BASIN 3
1 I �••'::::':�•:�:'•. \ \ \ _- � \ \ \ \ � \` \ 1 \,\ � I I 1 I ` \ \ I �M,
DA: 8. 73 AC
DISTURBED: 4.59 AC \ :. ...
\x\
I \ \\\ � �\ \
SS / IIII �� � � — \ � �- , \\�\ II
\ \ \\ I � \
HOMES
// //, 11 I I IIII � ��\� � — \ _ — \ _ \ ` \
/ /, I II / I�11 / / 11 — \ , _\\ / /1 I l / /i/ �, l I I I l l I — 11 / l /j/ / 1 , l l
/ /, SED. BASIN 4 — �o�/ 1 / = _ l I \ \ \ 1 / /i I IIII I / / / LGI HOMES-NC LLC
/� � / / �Iro I 111 I // ,,�� ,/ 11 � ::::�::::::: ::::::::•:. „ \ �i/ II I I � / / �/ / / , II I � I I I � / - N r / � //� / / / / / '
\\ ' DA: 3.21 AC / / / _ // // / :::..::::::::::::::::::. — �\ / / / /
-- / al Illi_\\\ \' DISTURBED: 3.21 AC \ / ! — \ \ _::": / / l l / l l�l SED. BASIN 1 , I I I I I - //// / / / / // / 3037 SHERMAN DRIVE
r I I I I I - - - I ( - / / / / / , / / LANCASTER, SC 29720
/ l/ l / I \ \\\ l 1 / DA: 5.21 AC I I I /// /�
/ ( I`\ I I I / - - - / / / / / PHONE: [phone]
\ \ \\\ DISTURBED: J. 76 AC _ / ONE:dhensl (803homes.com
L ��1�/��\ \ \ \( I 1 /
77
'j,
I III —
I cv
1 I I \\ IIII ` \ \�\ I I \\\ � /„� % �_— � _ s �l IIII \ \\III 4PE '
— / /\ I I 1 E �v / / o0
- \ \ \ \ 1I / /
\ / /� / VI\ \ ^ 1\ I II / o / � / / / /
\\ \ \�a.-\�a�Act I ) I I 1/01 III l I � / / (l l/ / / �I N
I 11 Ill 1 I :: .::\\ ` 1 \ // /j / �j =�� \\ \ \ \ \ — I 11 / I I I I / I I I I I / / / l U
\ \ \ /// / / _ SED. BASIN 12 \� \ \ \ \ so \\ \ / l I 1 I I I I oI I / // 'I I I ( 1 \ \ / / / / / / / / /
/ I /// 1 .:;•, \\ / �ii ��i \\ � _ 1 1 \ \\ \ \ � / / / / �I II�IIII I I - II II1 \ / / / Q z
DA: 3.00 AC I \ \ — —�
�, DISTURBED: 3.00 AC
\, \ \ \ \ \\ of L _I
Q
\ \ � - 1 / SS / w
O
I \ E......................... \\� \ — / // — \ \\\ \ SED. BASIN 2
\ \ I I \ \ ;;a::..:•:::..:•..........
::..:.:::: \ \ s\ — // r, � \�\\\\ \ l DA: 4.34 AC
cREpc \� , A / \ \ \ ( Ill
/ / _ _ \� \ DISTURBED: 1.47 AC — — , I l I \ \ I
"00 / Ury
I \ l Ar.ROX/MA7E
_j <
�ocnnoao� ` / l� / _ = \� \\ � � \ \ � \\ / _ �\ \ \ \ \ \ ( / I '\ s I `I /�\ \\� — - -\ / \ \ II I I/ / U
\ I Il // / — \\ \ / _ I s C \ / x
\ \ Expo %/ w Ill
/ / 1 _ = � X11 \ I G I \ \ \\\ l > ) I l� z
/ / / — � / II \ aw \\ \ \ / l l /� < 0
— / \ :_'' : ::: ::� II! \\ // // 0 — Q
J 1 :::: :::. _ — z
— �' / o ':;;• / I I I / I I \ \ \ \ T — r 55—�—� — �� 111
t
\ s
}
I777
�
o s /
y' <
/ \ \ 1� :::: /� / I I ( 1 I Ill l I // \ �� — 5-SSE,
B — 40� _ ! _ _ \ // / / / J Lu
W.
.............................
/ p \� I � ':•�:•i:•:••i:•:•is•:'•ii:•i:•:•i:•:•i:•i:•:•i:•• / /' `' '\' \ \ \\ \ EX. PA ._ /� _� / / ,\ \l\ 1\ � / I / \ J_i' / '/ l / , Q
:. r......
/ /
REVISIONS
I I 1 \�\\\\ I 111 I• `� // \ —--—_-__ -�/ _ _ — — — 1
I �h I I ' / N / / • I • jII / \ \� ��'� � _ � � _ — X1. 1
\ \ \\\ \
/ \ \�\\I
\�11
�/ 1 �_
////�/ V .��II III l/ /I \ 11 / — — \\ / �— — — — - \ a�
SED. BASIN 6 /l I I ) — _— o
/ lI - - - \ / � \
DA: 8.41 AC
DISTURBED: 8.20 AC \ \ l / / l l / — _ � l — / I I� //
\ J = /
� / —
/ - � ' / �/� \N\ / \� \�J////
- - / I r ///l l /- / / / / I I / ` ( l \ I — l J SED. BASIN 5
II ./// / \ \ I l / l I I I / I 1 \ \� r — / DA: 3.98 AC \ — _ —
/ 1 \ ` \\ \ \ \ / /\ //
� l ` \ 1 DISTURBED: 3.64 AC \ \ l — — — ` \` \ \ �. /
PROJECT NO.:2015.32
\�6
SCALE: 1"= 100'
DRAWN BY:CL
R
\ \ \ \ _ �' - - -� \\ \ \ \ \ \� �_ — _ _ / / / _ J _ ���
` 1 \ \\ /' I / I I \\ \ \ I \ , 1 I I \ l 1 I L J� \ \\ / / / CHECKED BY: MSL
Q
� MATCHLINE
1). CONTRACTOR IS FULLY RESPONSIBLE FOR CONTACTING SEE SHEET Cl2.I
APPROPRIATE PARTIES AND ASSURING THAT EXISTING
Q • UTILITIES ARE LOCATED PRIOR TO BEGINNING CONSTRUCTION. GRAPHIC SCALE
• 2). CONTRACTOR IS RESPONSIBLE FOR PLACING BARRICADES SHEET NO:
I 0 USING FLAGMEN, ETC., AS NECESSARY TO INSURE SAFETY
LEil
TO THE PUBLIC. 100 0 50 100 200 400
WLL_j 3). ALL PAVEMENT CUTS, CONCRETE OR ASPHALT, ARE TO
BE REPLACED ACCORDING TO STANDARDS OF THE NORTH
N CAROLINA DEPARTMENT OF TRANSPORTATION.
I� 4). SHORING WILL BE ACCORDING TO OSHA TRENCHING ( IN FEET )
L(_) C1 2O
Know what s below. STANDARDS PART 1926 SUBPART P, OR AS AMMENDED. 1 inch = 100 ft. ■
Call before you dig.

MOORES CHAPEL ROAD
Wl—
MATCHLINE pAWTUCKEn LA 1THAM WALTEERS
SEE SHEET C12.0 ROAD ENGINEERING, INC
5
�
� `Z 16507-A NORTHCROSS DRIVE
Z\ \ \ \ � � � \ \\ \ / / o
HUNTERSVILLE, N.C. 28078
\ \ \ _ \
`_\ \ ,� \ \ \ \ \ \ \ � / / PHONE: [phone]
PHASE l
6�6!— \ \ \ \ ✓ / PAW VILLAGE RD FAX: [phone]
1 \ / / 'r \ \ \ \ \ \ \ / PHASE II—
\VSTARVE
1 / ^ 111 \ Ill I III I(I \ \ 1 \ I 1 II / I\ X/ \ \ ) / /\ � � I 1 / / \ � \ \I \ \ is
/ 1 I ( III I I I \\ I II I I w J SITE a k 11 1 1 1 1 1 I I I
��°� CA
`°°°°°°CAR '
oo°oFEss/o° .
Ill j \ \\\ _ l/ \ , ` \ \ �� \� ° SEAL o
III I II I \ \ \ \ \ I I �J / / / — 1 \ / I I �ll l 1111 l / / \ \ 6� _ — \ — = 0 17646 0 =
III �\ \I III ISI \ o I u111 II I \ _ I I I / l / / \ \ \ o \ \\ \ \ \ o% /i� o
wTs � %
VICINITYMAP
=
- °° °°°°°
,,� << S.
IIIII11111
/ , _ - -
II //
=/ 680
JULY 28,2016
I 1 II I I I I / / /� DATE
�I� III I I I 1 � \ \ 1 � � , � // /
Ill` i / 1 III I l 11 /II \ I jl I I 1 \ l \ \ \ \ \\ ` SED. BA SIN 7 —
� 111 I / III 1 ` \ \ \ \
DA: 7.35 AC
DISTURBED: 7.34 AC '
_( \ \ \ \
/ / / ✓ I� I I /ll / I 1 // / I / I \ II ` DITCH \ \ _ - - - - - - - - — \
/ / 111/ l / /ll II '�/� 111 l 1 r � \ III III 111 1 I /11111\ \ \\ \ \
DA: 1. 11 AC --
Ilr \ I I 111 I ( \� �\S / i � \
� _\ � \ \ — � / \ \\ I � I I ( //ll// / / IIII \ \ \ 1 ` � / � I / I I =\\\ y\ �`. \ \� �� � — _ / � — — .................. \ \
\II E
\\
/ If( I \ / I I / / / / \ \ �Y �' LGI HOMES NC LLC
LEj I
/�/ Il 1 I \ —_ — \. \ \ \ 1�� � /
_ \\ �\ \ �� SED. BASIN 11 \ \ \ \ \ \ \ / / / 3037 SHERMAN DRIVE
\`� \\ / I I' �\ \ \ \ \ / / / _ — _ _ \ I I LANCASTER, SC 29720
SOP ; \ _ ` \l< �` _ �\\\ \\ \\ / / DA: 2.50 AC \\\ \ \ \ \ � i / \
/ \ o \ \ \ //� �/ I \ ♦ \ I I PHONE: [phone]
/ / I / - - \ \ \ \� / DISTURBED: 2.50 AC 1 \ 1 l /" ., / /
I \ _ /— �� �i _ — \ \ �\ — = 1 / l —— / l l l STORM—BYPASS \ \ l �� — \ I I [e-mail]
I L —__ �i l /l I I DA: 9.c'0 AC \ I /
ILS / /� / / \ \ \ \ \ , Tc: 14 MIN 1 \
l: 5.95 /N/HR —
��� / —
I \ �' cv
/ / \ ///ice \ \\ :::;� / ✓ \ \ I Ill / / oD
1\\/ /� 1 ► I /�/// \�\\ \\ / \ I \ \I\ I / / / //— W N
/ice \\\ \ 1\�11 I / I �I�� III /// / / / / //
\ \� I l l Y \ — \ \\ — `\\ — -� \ \ \ \ I \ ` \ \ \ \ \ U
IIII (I 0 1�\ \\\\ I \ — 1 \ \ \ \ _ _ _ — \ \ \ I I I \ 1 \ \ \ \ \
II� 1 \1�, \ = \ \ \ \ \ \ \\ \ \ \ \ \ \ Q
/ \ I \ _ — \ \\ \ \ \ \ �\ \ \ I - Lu J
\ SED. BASIN 8 --J l l l �`\--�\ J � � / / _ ; � _ -- / � / \ —� � \ \\ \ \ \ \ \ \ \ \ _ / , _ _ �
DA: 5.56 AC
I / / //
�// I )I IIII I►I / �\ 1\\\ \\1\ I� 1 \ \ I / _//// l l I 1 DISTURBED: 4. 71 AC — I �,� I \ \ — __—
� I �� � IIIIIII IIIII( \\ 1111 1\\ N/l / � 111 / / _ _ _ II / �� - - - —_ - - \ �/ G
24 HDPE IIII / — — — — > 0 LL
\I I /

BASIN 3
MOORES CHAPEL ROAD
684 SHEET
� FLOW ® 5%
E--
/ left
WT
I \ — — uCKEn LATH1AM WALTERS
�Jt\ I \ \\ \ \ PA ROAD
BASIN 3 - / / / I \ \ \ \ d ENGINEERING, INC.
\ \ \ / / \ \ o�Z 16507-A NORTHCROSSS
100' Shlii�
FLOW® 5DRIVE
:>:�� / / X / / / / ` `\ � � \ 1\ 1 I / / I � \ \ ` \ \
/ -
// HPHONE:V8
704) 895-8484
%SV / \ \ ♦ I I , �/ PHASE l FAX: [phone]
/ / I � � IIII 1 ( ( I I I I \ - - - - - - \ \ \ - / / / �i / ��� j \ \ \ ♦ 1 I I I I I ' ll I PAW VILLAGE RD
S
�� \ \ \ 1 � / / / / / / �o, / \ \ ♦ \ I I I �l l 1 / l I 1 / / ` l l ( 11 \ \ \ \\ \ I I \ ` PHASE II TA'QNES
- - \ \ \ \ \ \ ♦ / I I I / / I III I / \ I / \ \ _ - \ \ \\ \ \ \\ SITE
o _ \ / / / ' III ` \ \ / \ \ \ \ \ \ \ � \ \ \A CAR
o
FESS%°°° '•
-4--o V�j t\ SEAL S =
0 / / \ \ 1 \ \ \
l o 17646 0 =
�� / / / / // / � \\ \� \�\ \ \ I II1 111 \ \\ \ \ \\\\ 11 I\1 �� , l I \ \\ \ I I \ \ \ \ WCINITYMAP � ��
N.T.S. °°°FINE��°'
< S.
)
1 �,..
-DEVBASIN 4 POST
100' SHEET FLOW AT 1.5%0 \\`
'\A
I JULY 28,2
016
< 660 DATEi \ \
\ \ \ - \1 �I/ � � - 81. - - // � I � / ~�rl � \ ` \ ♦ \ � � \`\ 1\\1 \ 11 I I I 1 \ -� � 1 � I I I I I 1 �M
41
\\\ \ \ \1 �� ll //% h I \ ♦ \ - _ _ _ \ \1 \\ \ IIII ( 1 1 I \ l 1 i \ \ \ \ / I
\ - _ \I\�\ III I Iia 88 / �I / / �\ \ \ \ ♦ - - \ \ \ \ \ \` \ \ 1 \,\ \ IIII \ \ I \
\ 111 I 1 J //� I , I I/ I I/ / � I .• .�:t��:::. \ \ \ � - - - \ \ \ \ \`\ 1 \ 1 \ \ \ \ � � \ I 1 � \ I I I
PRE-
LlEil\ \ l ( �� l l l l \ \\ � � 100' S EEr FLO ® 3%\ � / I I\/ I � \ ::}•••:.•:\ \ \ \ \ �, \ \ \ \ I 1 \1 \ \\ \ \ \ � ' \ 1 \ \ 1 �
L/ \� : \� \ \�� \ 1 ♦� �I \ \ \� \1 \ \\\\\ \ 1 - - - � 1 1 I \ ) I I /
�� \ \�\ \ \ \ \ \ \ I ♦� _I ) I \ - - - III 1 I I / / / l l I
I \ \\\\ >I� \I � I � ' / _ _ .. \ \� � \ \ \ � 1 I ♦ � 1 I I •I � - - - � II I I y I l I //
HOMES
BAS/N 1/ POST DEV.
//// \ I I \ I I \ o\ I ,,
/ I �' 1 / I I / I \ ) — _ to Z I I /� / / /f00' dE FLOW �B%
�3 �/ -
// LGI HOMES NC, LLC
`
BASIN 2'/POST DEV. / T � SHALL® 15. L� / / N I - / // / / / // / / /
/ — — / �I III _ \ \ — ::::.::;:;•:;::::.... ! / 100' SHEET,, FLOW ® 9% � I � - N ��- -I �4 // /// / / / 3037 SHERMAN DRIVE
/ wln - LANCASTER SC 29720
— / PHONE: [phone]
m i �\ \\� 4 ;�� L - \ _ �I l�1/ E � l III / / / I I_ I �: I �o � I � I I ` - / / / / l
II � [e-mail]
Ll
\\ \ \ \ I I A/PE•FLO PO 1 / // ^ _--_ (
\\ \ I W`® lo.7% I 165
LF. SHALL0�6 — - _ ,: ,;,�
; / jC. F� �'�� —
I _ / I \\\ \ \T\—
1 I I \ I I II 1 \� \ / //�/j � _� ® �1� + , \ C13 FLI 1 .20 \\ \ \\ \\ \\ \\ 100' S1 \F , IIII I / o\ / /�// l / / / � / / l l iCID
_ BASIN#3 - -� �V v BAS/N PRE-D l- / I III / / / I/ / / , / / /
v SHEET FLAW ® 10% v 1 V I / / l / l I 7 /
I I l ;� = DA: 10.20 AC / ' f�\ \\\ \ \ \ \
1 /1 1 / : ..:::: . / % - - z \ 1 ,l I 1 �/ I C U
11 /// - 1 Il l \\ \ \ \ \ \��'� - �. I a Q
/ ;:.;; :::: < :::.,\� /�ii :�Y, Ti �- I \ \ - - c / I I I Z
\� \ \ ' S1 - c / �I I I Ill / 1 I I I I I 1 \ \ //�
1 � J / �// ' \ I: :>::::: ::::>:: :::..•:\ � \\ \ ®\ I I r �� ' / �• , \\\\ \ \ � \ \ \ � - - �s, ) I I � MI I Ill/ / \\ I \ // / / / �
Ld
// I : :X.
:: \ \ 1 / / \ �I I 1® \ \ \ \ \�- _ - � � 1 I :.: AA
.... .
\ / / Lu
\ \VX\\ / / / — \ \ \\ - \ BASIN#1 / W J
( I \ \ \ \\ \ �\ \ \ \
\ \ \
I \
DA: 5.35 AC
I 1 I \ \ BAS/ 4 // 1 ''' - \
I ( 1 \ \ :.:�::•::•:::•_. ;:.;•.::: .. � DA: 2.85 AC /� / a. --- � \_-\ - ...::. \ ` �' , ` \ �- _ I \ � I I \ \ \\`\ \ \ l / I / I Q
\N \ \ �,, ,l _ W
X
EX. POND / _ _ S \ � � \\\�� _ - \ \ -N- > W Q
\ III III II 1 / � I /\ �• � / / I � ) \� \ \ � / / O
Q z
t LL] 0 <
/ / \ _ / 111 � III , 1 / / _ �I� / - J ` I � _` �•` \ \ \ \ /� // ////
V / 111 II SS\ �
\ yII\ \ BASIN#2 � __ �_� /, W W
I - - - , // / / /
/ �- \ \ I I II \ DA: 4.38 AC .�< _ , _ . \ 1 I - - / /// /
_ — ( 0
//
(110
G
l I BASIN#6 i �\ � - - P - ; -
DA: 5.95 AC \ _ If
c I \ \ . \� - / �_ � �: \ \ _\ \l 7 . 11 :0
\ I \ \\II I I I �I ( / �� / 1 I I \ _ �/ 9 i \ 1 .\ I I II 1 A /I
\ \\\\ IIII 'i � / / / / /��� I . %. I � � \ >\�\ •�.� / i/ � � � \ I I �\-I s• . _ _ --- � � ,00, 1• . \ (
I I \ Jill//I /lJ �� I '1 / \\ , 1\ _ \ - _ / /�� _ - 1 - \III I I \ \ - -� - \ / II / \ 1 �\x I /
I \ \\\\ - - \n l l REVISIONS
\ I I I- � ✓ // I ( \ \ \� ��-_— =�� _ - \ 1 /I IIII \ � _ _
I I I 11 \\\\\\\ / /�/ / ' I - II / '/\ \ \ __ _ _\ \— — — — — \ — \ �� 11 I \ � / sss ss " — l _ — - t // I / REV. 1 04/19/16
( � I --7 1• I � JII� \ \ � \�/ �
REVISED PER CITY OF CHARLOTTE
� = — \ > / ✓ / / COMMENTS
tip\\III
IIII I /, o I I 1 1 �'1 / \� / . 1� , �► I ,, - 1. \ \ // / - _\ \ � \ S / / / 1
. BASIN 5
#
DA:4.65 AC
\\ 7-7-
f
\ \ � _
�I\�zo�
oEV ' P - / 1 \ \ II I I \\ I\\ II 1� - //
l / 1 _ I / ► \ I \ I ; -
/ / 6C / / �1 _/ / �N\ / // / S2 L . PAVED F O - — \ I I I
1000, - i • ( ///I I r/�// / \ / / / / / I J I sT EY, fzOw w ' \ I I \`-63
� . ® Ilrll
\ \ / / — \ \\ \� / / / PROJECT NO.:2015.32
/ � \ SCALE: 1"= 100'
\I I \ 95 F. SHALL W I i \ \ 640 — \ \ \ \ / / \
I I � I i� \ I \ \CONC. POST-DEV I � �\/ \ \ � // — \ \ \ \ \ - - - - / / / / _ \ \ `\\ \ � / / //
J 1 ®�1.05 I \ J ®� \ I \ / \ ` / / \\ / l DRAWN BY.CLR
l _ i
CHECKED BY: MSL
�\1 \ _
Q A / / / /i1 1\ 11 l /1 \ � — _ \ I 7\00' SHETF W 7%\�
MATCHLINE
• 1). CONTRACTOR
APPROPRIATE IS
ANDPONSIBLE ASSURING FOR
AT EXISTING CONTACTING SEE SHEET C12.1
UTILITIES ARE LOCATED PRIOR TO BEGINNING CONSTRUCTION. GRAPHIC SCALE
• 2). CONTRACTOR IS RESPONSIBLE FOR PLACING BARRICADES SHEET NO:
USING FLAGMEN, ETC., AS NECESSARY TO INSURE SAFETY
0 TO THE PUBLIC. 100 0 50 100 200 400
M 3). ALL PAVEMENT CUTS, CONCRETE OR ASPHALT, ARE TO
BE REPLACED ACCORDING TO STANDARDS OF THE NORTH
N CAROLINA DEPARTMENT OF TRANSPORTATION.
I� 4). SHORING WILL BE ACCORDING TO OSHA TRENCHING ( IN FEET )
L(-) C1 3O
Know what s below. STANDARDS PART 1926 SUBPART P, OR AS AMMENDED. 1 inch = 100 ft. ■
Call before you dig.

MOORES CHAPEL ROAD
Wl-
MATCHLINE pAWTUCKEn LA 1THAM WALTE RS
/ SEE SHEET C12.0I ` \ / ROAD � ENGINEERING,5
CIN
Flow ® �� ' / I\ I _ \ \\ \
16507-A NORTHCROSS DRIVE
I \ O�
lwICHANNEL HUNTERSVILLE, N.C. 28078
LOW POST
DEV. FLOW ® '"• /
I \ 111 IIII III I 1 � \
4.5
3 srg
R�E
884
\ \ le( PHASI FAX:
( 04) 237-4362
660sw VILLAGE RD
PHASE II
SITE
a ,, 111111,,
,,,, �
�`� °°°qRo,,/%
/// \ I I I 1 / I I I III 1 1\ ► / / - l / / \\ \ \ \ \ \ \ \ \ :o�° °sS,o° .
\ °FE
\ -
/ 100'
I/III/�I/I/I/��`\\�1I\1II 1 1 I1II 1IIIIIII I II II I II I II II I I\\1 1 1I I II I I II I1 I II1'1I1 I IIIIII II I \(I\` \I\�II+- ¢ X _�, l •l l �/ /// ////' 1 °6 T�-_FD s— /Wl�COlAII�C y I I(-.�-I -_ ll-DE�I �
SEIN�AEL
POST V
NI, 522 LFl ® i SHEET FLOW 0 ° 17646670 ov
CINITYMAP
H OW _ )6LF. HALLO N75. J
CONC. POST-DEV. ��,�°►�
o °
-=
wyF
1
III II , �II�II� III II ►� I � 11111 II II I � �N\II \ � �,\/ .. or
\ — \ /••. I / /// / #e " _ - - - \ _ \\ \\ — _ _
_ ,
\ I I I I I II I °� I III I 1 \ � 1 � ,- / / / � `" ♦ - - \ \ \ \ \ \\ _` � - - - - _ —/IIIII I�I I I I \ I � I I I I �- _ I ( � / I ( y �- / / llll� ll 6 ' -�6 \ \\ JULY 28,2016
\ — — _
I I I \\ I I I \ 1 cn i _
III / I 1 CONC. POST`-DEV `� I- _
IIIII� / \ \ \ DATE
I l �
Il / i
II
I 7 -
/ �.
r 111 1 / \ BAS%N / \
l \14 0' HEF \ —l�
\T 8� :I , - - -
/// X53/ \ \ \ \
I / \ \ ♦ \ \ — ! — — — \ \
/ / / / ✓ I / // // I/ / \ 4 \ POST—DEV. 85'
/ /l r l / 11 II —�•(( 111 I I / I SHE F( W 3.53%
5r"ED � \ \ \ \\\ \ � — _ - - - - �\_ � \ ` � — � / / _ - - _ — � \ \ \ \ HOMES
- - — — _ - - - _ - - - V - - -
BA3IN#7 \ \
DA: 9. 15
LGI HOMES
680--- -NC LLC
/�// / / ( 1/ � / \ I \ I� � \ � — 11 \ �✓� \ \\1,- � \ \\ \ \, — '
— \\ � \ / , \ . I .. �\/� � _ _ _ � � \ \ / / / 1
\ \\ =i \ \ \ — // \ ` \ \ \ \ r / / / I 3037 SHERMAN DRIVE
LANCASTER SC 29720
\ 1 ` / / / / / ' \ I PHONE: [phone]
0_00 670 \ \ \` \ \ l / Z_ \ \ I [e-mail]
JJ;'/ / \ J IBJ \\ �' l \ \l► l�'/ , \\
BASIN#B
DA: 9
.00 AC
if
CID
w N
_ — _ — \\ 650 -x \ \ \ I \ \\ I \ \ \ l \ \ \ — � U Q
I I I �I I I 1620'1 \\\ 111\\I\ I \ \ III I -_ — — _ \ \ \ \ I \ \ I \ \ \ \ ` \ \ \ \ z C
II
00�, — 61\\T
F.• NNL OW � � / J �� \� \ \ \` \ \\ \ \ \ \ \ \
%��\ — O ® 3.9 w
— � \ \ \ \ \\ \\ \ \\ \ \ \ \ \ l
8 P°
-�I 1 /� I � III 1 \ , / \ � , J \ —Av\\ I d l I / / I r� - - - I► Ilil /I \� \ 1 \ \ - - — 0
IIIII II \ \1 \ 1 11 III 1 1 /1 I11 / — \ s�\ // \ / \ I , — ,/ ; / > > 1 w J
\\\ �� I ► II 1111\I\\ 1 I / ► y / / \ 7 �,�� � � _ / III I / _ _ _ — � �� /// �,�
I �• s \7 — — I / � / i
_ _
\\\\\ \\ IIII I III II I 1 \ \ \111 �'` / /
\\\\ \\ \ IIII I \ \1 111111 I I a ; / yes \ \' to I ♦�- � /// �/ —
\ \\ \\ \ I I III IIII III
630,\ IIII .. , — — \�\\\ 1 \ I I I I I ♦, —�� / �/ / V w
II IIIIIII III \ \ \\111 1 1 II I / III II I II \ — \ � y\ `\ 1I I I / // / / / / / _ 1 � / / — \
StIN�8� /// \ \\\
_
J/
-PRE-DEV. /\\\ $HEET FLOW A /1`1 EETFLQfo1-1 / —
x
`\\\\ � PE-DEV _ w
\77eo�
Q
p z
/ / _
\\\ \\\ -685
I ►IIII I I \\1\ r ,
J \\ \ \ III IIII \ \ \\ \1\ BASIN#9 —\�\\ \ \ 1 , \ \ \ � I/
\ \ \\\ \ I IIII I I I I I I � \ \\1\1 r "� � �,pW , . , .65 _ 65 _
VI II IIII \I DA: 2. 74 AC / \ \ \k \ � ® L - = \ _ _ - _- _- - - _ -_ - - - \ \\ w L.L
\ \ \\\ \ I I I I I I III \111 \\\ \ // 5�5 �, p ,� \ \ SlN 9 - � UN f0 - POST- 6c4 \ _ — — \
\ \ I I I II l \1 \ \ I \ I ' P E� � POST-DEV. I L �' -� OD' S Ef`T FFOW AT —lZ _ _ _ _ _ V / i / — \ \\ \ \ \ — / / J /�/ L u Q
\ \`\\\ \_j II III III III
640 '\,\\�\I\ 1 `�1\1 \ I I I I //� �� I \ \ \100'now Sheet `�� �AS/N 1 -
\ 1 \ \ \ \\ \ now of 6 PRE-DEI/ 1p0'
/
\ \ LF PIPED / l I \ \2.00%;% I I~ / j H�_FLO % _ — — — — \ — — \\ \ \` \ / /— —
\ PAST _ _ I \/ / _ _ — — — — _ \ \ \ \ �' / U
FLOW ® 55 fa 3� LFJ SHALLOW , \ / —/ \\ \ / 6,Q� � _ — ___ - - - - - - \ \ \ � \ \ \i i — Ii
`OW\\ -CONC. 392% l \ \ \ \ \ \ \ — \ \\ \ / / \ /_ - �
\\ �" I �\
\ ` \ III III I I I \ \ `\\ \ ` \ I \ \ ♦\ \ \ \ 30N F O'ST LDEV
J 6 1.
\ \ ` \\ I I I 1 ' \ ` � \ \ I 1 \ \ \ \ \ ` \ LOW ® 1.61%
\ \
\ 1 IIII II I / \\ \ \\ \\ \\ I 1 \ \ \ \ \\
�\\\ \\\\
\ \ 1 \ I I I I I \1\\ \\1� \ \ \ \ \\ \ \ \ / II I — 1J ✓ 6s \ \� / �1 \ 1 \
\ \ \ \ I
��
\ S\ \ � �//
— — REVISIONS
r6s0 \\\\ \
�\\\\\\\`\\\
\\\\ \\\\ \ \\
�\\\\\ \ �_\ —�-► �sf\\\\\\�\\\\\ \\\♦\�/�/-.-/-�/�//�1 \ ��-700"_111111M
L\ � /
N4,
CT /III/ /I /000,0,
-POST
/(I/'POST DEy ® 1.51$
624�\\ 264 LF. GHAVNEL LOW
\0 k
V
660
\\ \�\\\`\\ __jAPPROXIMAE\
—
--
L
EX. POND
11111 111 �// v\ II II III II/ — \\V AVA \\\ \\ \ v \��.A\ � /� /
// \\ \ll II III I \\ \\\\\ \\\\\ \\ 1 / \• \ / /i /_ �_
I I 1 II IV / I I I I \ \ \ \r \ Ji , BASIN 10 — '51 � � %\//�_7-
V
\ 1 I I // / IIII IIII 1 \\\ \\ \�\\\� �\ \ # PROX // /i --
\I III III // /1111111 II I I/
DA: 4.09
AC
/\A
\` \\\\\��\\ \�\��. / /% / I �� — �� j ''�/i\ -;,0000
\\\\ \\ -'� /
I I/I lI — \\ \\\\\\\�\\\ � �`�\ -Si
1 \ � / �I // /r / \\\ � \ \\ \ \\\ \\ \ \ \ \\ \ PROJECT .:2015.32
l `\\ `\ \ � \\ \\ \ \\ \ \ \ \ \ \ \ OJ C O
\\\ I / l \ \
\\\\ SCALE: 1"=60'
\\\
\\\ \ \ \ \ DRAWN BY:CLR
/ \
A"\
l l \\ \ \\ \\ \ \\ 1 I \ \ I I
r
CHECKED BY: MSL
II \\� - - _ \ \\ �� I \\ � IIII /� � \\�� J / � \\ \\ \ \
\\\ _ \\\� 1 / I\ / l 111 11 / � -,\ \ \�=/ /�\\\� v N\-A \\ \ \ \� 1 1�\ \ \ \\ \ \\\
Q 1). CONTRACTOR IS FULLY RESPONSIBLE FOR CONTACTING — \ I I / / // — ^ \�\ — — \ \, \ \ I III 1 // I I / I l \`\�\����///� \\\ \
APPROPRIATE PARTIES AND ASSURING THAT EXISTING �� // I I II
• UTILITIES ARE LOCATED PRIOR TO BEGINNING CONSTRUCTION. GRAPHIC SCALE
2). CONTRACTOR IS RESPONSIBLE FOR PLACING BARRICADES SHEET NO:
0 USING FLAGMEN, ETC., AS NECESSARY TO INSURE SAFETY TO THE PUBLIC. 100 p 50 100 200 400
3). ALL PAVEMENT CUTS, CONCRETE OR ASPHALT, ARE TO
BE REPLACED ACCORDING TO STANDARDS OF THE NORTH
N CAROLINA DEPARTMENT OF TRANSPORTATION.
( IN FEET )
Q 4). SHORING WILL BE ACCORDING TO OSHA TRENCHING
C1 301
LO Know what's n OW. STANDARDS PART 1926 SUBPART P, OR AS AMMENDED. 1 inch = 100 ft.
Call before you dig.

MOORES CHAPEL ROAD
b
—
\ 825 S.f� / — \ j/ / � �\ ��— 6000
L �
1�
I I 1 8252 S F PAWrUCKETf LA THAWAL TERS
— \ o — \ _ _ \ l I ROAD ENGINEERING �N
I \ \� \ \ \ \ \ \ _ / / / ) / �C N.C. CORP. LIC. C-1815
6 2 s 1 \ \ _ \ \ _ / I I I /• oZ 16507-A NORTHCROSS DRIVE
/ / / / ;•; ;; •; • \\ _ \ \ b HUNTERSVILLE, N.C. 28078
•�':::::::•::::• \ / PHONE: [phone]
::�:� '��'��'�':::::•:'::.. ,� / �joo SF l / PHASE l FAX: [phone]
/ I T PAW VILLAGE RD
,..?,a•,..,.••,• r 100' PCO BUFFS \ \ \
6002 PHASE II S ARNE
/ / 7777.. •.: \\ I v \ \ / / I � SITE ?'a 011111C 117iiii
CB I" OQ o°FES$/ °o /
/ / •: :•: \ \ \ / 23 ` / O ° ° SEAL o
,. .: \ \ • — I 8zz9 s. �_ _ ' Q /� ' VICINITYMAP = 1 7646 o
N.T.S.
/ \
( I \\\
7777... ..
7777 •
7 1
1
1 1
1 1
6 8 S.F
0
1111
\ .. ................. 7':77'':7':.':.'::. •
IWE ADS (T1KP.) \ .��::::::::::::::::::• .. \ \ �\ __ ... . •. 8so SF
......................... . 7777 \ � ..
\ •.: .................... REEK ::.........,: a 5850 S.F. 585 S. \ 16 2A FES (A)
1 \ �. \ C �(y \ /
I •:�•:•::•::•::•::: •::•:::•::•::: :� \ \ \ PA j �'- � E � -
I \ •:l•::::::::: ?::•::::::.. "�- \ Ex' 72 \ _ \ �T— 0 s -I C \ 1 ' I S JULY 28,2016
_ ' \ DATE
CB
-2(D) 2 I
/ \ �\
\ \ y s ----- --- C 1(D) , 5850 S.F. \ U r
APPROXIMATE 1 \ \ � \\
I LOCATION OF
4f , I I� EX. POND I I FFE
� I I I
I I _ a)
\74\ 1 > I G W I
I I G� ��� A \ \ \ • ' \ 7331 S.F. I Qj
•.� � � \ � 4 S.F. \�\ HOMES
Ogg,
ENT _ •� Ss LGI HOMES-NC, LLC
�\ •: :::.•: :. r::_:: • -I I j \ SS PCC E SEM /- U =
....... O
w
.......... 7777
. .. .... ....
7777.. .. .... .... .
.... ............ ....... .... ..
777 : :7
L ••• 3037 SHERMAN DRIVE
— — 9� � � � � A � � � LANCASTER, SC 29720
........................... .. ... 7777..
7777... ............ . - _ - Ss PHONE: 0 87-934
Og / ............. . / \ j _ s ` HON : (8 3) 4 0
/ 7777.. ...........
7777 ................ ............
s z d
— — SS _ hensle I ihomes.com
110 .:: / — — 3.7 4 - - -
/ •: SS
7777
7777..
7777 ...
7777 ... .
... ... .. ...... ::
\ 7777. .. _ _
\ 7777.
........ .......
........ .......
....... ........ .
F,r 7777.. . ... . .................. � S
7777. ........ .................. pcc �
7777. .
7777 •.. `.•; ..........
— o
7777. ::
LU cN o6
7777 .. ........
7777. 7777...
- 7777
7777
\ f • 7777
• • 7777..
• • 7777.•'.
7777 7777..
7777. 7777..
7777 7777.
7777 , 7777.
7777. 7777. �
... _ -
� . .. .. ..............
U) 0
EK
.. pAW CRE
7.7.7.7.•... / - I' \� �� =- = - - - Q z I—
_ \ \ \ II _ Lu
W
I I / coC �,' Z
\= I I 1011
Lij
� N
cr)
Lu
i..L
LL
— — — — — y Sao — w
°�-
6.3G \�
w 0
Lu
Lu
/ u^4 \ " R v
/ POSE----- / U J
l � / .• � _ •, ` � CB- G) \ \ l � / I ,yam' � o \� P� �°
_ _ 0
� - - / 6000 S.F. l 82 A X _
. O
o�
X ; .. .. I = 94 SF � 79 I Ir� r,� � `':. � \"O
6063 S.F. 78 I l "
I J
I I So F 6144 Q H
ss C - �I — 6i9 s.F
— _ Q _ / . I 6000 S.F. = I \ 1
-
��O - — , (� - v �// • \(\ y B-
I I I REVISIONS
- J 6829 S REV. 1 -04/19/16
REVISED PER CITY OF CHARLOTTE
/LO COMMENTS
� \ \
yc
OURT
6000 S.F. l• � (l = \ •- CB-7 \
/ I 15 Cp - DMH-8(H) ♦ \
/I 6848 S.
\ l 6200 S.F. l 15 I
90 6 144
CB-
• Q ( 6000 SF I I /
61796000 S.F. 6000 F. = I 159 8127 \
� GB ) 5- c 1/ I —\ 6 o s. . = I I 60 II I J \
-6 G) �- 60 S.F. 50 S.F.
•
I
Lu
Q PROJECT NO.:2015.32
z W la1 .\ - I: \ 137 \ s r 25•
O p W (!) Z CA -Zw J —! ,\ 92 665
N W ZO N O W \ 1 N 694 S.F. _ _
-\ - 6000 S. / \ ` I I \ SCALE: 1"=60'
l / 150 \ = 458 S.F. _ / B (H) o
p O , uW N O Z 6098 S F.
m � Q N I / I
1l � DRAWN BY:CLR
0 o Q , > I. I \ l \\ �,
Z Z 72 / I 93 _ _ \ 1 / C9 W lu O C9
p � Z CHECKED BY:MSL
2W TWO
FLOODW YL GEND STREAM ZONE LEGEND a `�o �
GRAPHIC SCALE Z Z
1). CONTRACTOR IS FULLY RESPONSIBLE FOR CONTACTING NOTES:
APPROPRIATE PARTIES AND ASSURING THAT EXISTING 60 0 30 60 120 240 TOP OF BANK (TOB)
Q , UTILITIES ARE LOCATED PRIOR TO BEGINNING CONSTRUCTION. FUTURE CONDITIONS FLOOD FRINGE LINE (FCFFL) S.W.I.M. STREAM BUFFER ZONES
1. RE-VEGETATION OF DISTURBED BUFFERS IS REQUIRED SHEET NO:
2). CONTRACTOR IS RESPONSIBLE FOR PLACING BARRICADES FEMA FLOOD FRINGE LINE (FFFL) WHEN SUCH DISTURBANCES RESULT IN THE FAILURE OF ■ UNDISTURBED STREAM SIDE ZONE TYPICAL CROSS SECTION
USING FLAGMEN, ETC., AS NECESSARY TO INSURE SAFETY
�— 0 TO THE PUBLIC. THE BUFFER SYSTEM TO COMPLY WITH THE VEGETATION ® N.T.S.
(n ( IN FEET ) COMMUNITY ENCROACHMENT LINE (CEL) TARGETS. MANAGED USE ZONE
3). ALL PAVEMENT CUTS, CONCRETE OR ASPHALT, ARE TO 2. FILL MATERIAL CANNOT BE BROUGHT INTO THE BUFFER.
BE REPLACED ACCORDING TO STANDARDS OF THE NORTH 1 inch = 60 ft. FEMA FLOODWAY ENCROACHMENT LINE (FFEL) GRADING IS ALLOWED ONLY IN THE UPLAND ZONES. UPLAND ZONE
N CAROLINA DEPARTMENT OF TRANSPORTATION.
4). SHORING WILL BE ACCORDING TO OSHA TRENCHING
C1400
LO Know what's be�OW. STANDARDS PART 1926 SUBPART P, OR AS AMMENDED.
Call before you dig.