SW3190505_Courtyards on Lawyers Road Construction Plans_20190925

SHEET INDEX:
SHEET 1
COVER SHEET
SHEET 2
SITE PLAN #1
SHEET 3
SITE PLAN #2
SHEET 4
SITE PLAN #3
SHEET 5
ROADWAY DATA PLAN #1
SHEET 6
ROADWAY DATA PLAN #2
SHEET 7
DRAINAGE PLAN #1
SHEET 8
DRAINAGE PLAN #2
SHEET 9
DRAINAGE PLAN #3
SHEET 10
DRAINAGE AREA PLAN #1
SHEET 11
DRAINAGE AREA PLAN #2
SHEET 12
GRADING PLAN #1
SHEET 13
GRADING PLAN #2
SHEET 14
GRADING PLAN #3
SHEET 15
PRE -DEVELOPMENT PLAN
SHEET 16
POST -DEVELOPMENT PLAN #1
SHEET 17
POST -DEVELOPMENT PLAN #2
SHEET 18
WET POND #1 DETAIL SHEET
SHEET 19
WET POND #2 DETAIL SHEET
SHEET 20
WET POND GENERAL DETAIL SHEET
SHEET 21
INITIAL CLEARING PHASE EROSION CONTROL PLAN #1
SHEET 22
INITIAL CLEARING PHASE EROSION CONTROL PLAN #2
SHEET 23
EROSION CONTROL BYPASS PIPING PLAN #1
SHEET 24
EROSION CONTROL BYPASS PIPING PLAN #2
SHEET 25
CLEARING PHASE EROSION CONTROL PLAN OVERVIEW #1
SHEET 26
CLEARING PHASE EROSION CONTROL PLAN OVERVIEW #2
SHEET 27
CLEARING PHASE EROSION CONTROL PLAN #1
SHEET 28
CLEARING PHASE EROSION CONTROL PLAN #2
SHEET 29
CLEARING PHASE EROSION CONTROL PLAN #3
SHEET 30
CLEARING PHASE EROSION CONTROL PLAN #4
SHEET 31
EROSION CONTROL PLAN OVERVIEW #1
SHEET 32
EROSION CONTROL PLAN OVERVIEW #2
SHEET 33
EROSION CONTROL PLAN #1
SHEET 34
EROSION CONTROL PLAN #2
SHEET 35
EROSION CONTROL PLAN #3
SHEET 36
EROSION CONTROL PLAN #4
SHEET 37
FINAL GRADING PHASE EROSION CONTROL PLAN #1
SHEET 38
FINAL GRADING PHASE EROSION CONTROL PLAN #2
SHEET 39
FINAL GRADING PHASE EROSION CONTROL PLAN #3
SHEET 40
TREE PLANTING PLAN
' SHEET 41
DETAIL SHEET #1
SHEET 42
DETAIL SHEET #2
SHEET 43
DETAIL SHEET #3
SHEET 44
DETAIL SHEET #4
SHEET 45
DETAIL SHEET #5
SHEET 46A
DETAIL SHEET #6A
SHEET 46B
DETAIL SHEET #6B
SHEET 47
STREET #1
SHEET 48
STREET #1
SHEET 49
STREET #1
SHEET 50
STREET #2
SHEET 51
STREET #2
SHEET 52
STREET #2
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LESLIE E. COGGINS & \
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1 1 AREA WITHIN MECKLENBURG COUNTY TO ��.' _ �d 74 , / 120 , • `\ \r oa\ ♦r ` I cfi��R f \ -
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REVIEWEDIAP PROVED 119 �� r \\ `\ \ \ �- _ r \ \
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PHILLIP D. ROBERTS
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DEED:6616-893 _ f
\ FARCEL #08-521-005 - - - - `\ . .r, ~ 41 '� r Now
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/ I PARCEL ,#08-32I-2f0 PC E-136
1-n'�~ - -' \ PARCEL ,�089-3e7l49 \ 9ECTfON 4
- - ,n0' / NOW OR FORMERLY / I ZONING: R-15 \� - � / I 1
- � r � 1 ZONING: R-!d 36
__v �J _ - ' - i � 1 Now OR FORMERLY PAMBLA R, ME'SSER 1 4.9 36
�1! r 7ro ' OVER E. COCHRAN & AEED:1370-70 STEVENS MILL
R g1SF� 1 ° fO DEEFi.686 ENV 4RUST FARZONING: R315 J50 ` SECTION I Cos 1
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\ h' �! Y 7 Eg ' a �N° I PARCEL �00-321-168 SD \ PC D-997 / I
` \ \ NOW OR FORMERLY \ \ Aa �O - -�- ''1 - _, ' - - - - - - - -- �t 3w Q 77'3 b� o I � �,' m'&� I $ I zaxlx53 -15 / \
RTCHARD LEE BRIGGS & .+ _. -- ._ _ - o n5 6-01% 5l 48 -
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\ PARCEL #08-321-005F \ - - J - - ,i I N�.inr° x.. a a-zom' �'� I :n,.,i �;_�z�Te I \ % 39
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2a°a Ie IIo I ; N� 1 11 I 56 \� - 51\�� I PHASE 2 II �s I I 1
\ �+ NOW OR FORMERLY o� y ,� m 1 m. 1 �� 58 \ / 34
N7LLLIM n. SNOw & I o s x STEVENS BULL
SECTION 6
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\ r 10'�• - \ CRYSTAL ANN 9NOw $ ° I S I �, ci9 I 59 s$cTTON 1 1 _ \ / \ I seLTlOx 4
nEEn:x/A 8� ' �a STEVENS MrLL I PC D-997 - - / e�� / } e
\ rJ \ \ .40APAREL ,iOB-321-FBA l '� �Y' min' I y K I N PHASE 1 1� `I STEVENS MILL � \ / 'Y / \ / ` - - _ - � � �3 I PC=-i9 � I 1
NOW OR FORMERLY ZONING: Ras Fny I FC D-86 _-
\ RENNEDY RLR! D'APRELE - \\ 63 I g �"�' 1 w - I I SECTION 1 G 1
\ \ AEED:598S-235 \ } 1 60 - �-` - D l PC D-897 / 46
PARCEL gOB-32J -0
6
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NOW OR FORMERLY \ Y \ ZONWG: R-I5 \ I 61 �- M�j,U - I 89 J �- Now OR FORMERLY 1
MORRIS LEE RUSHING �; , \ 84 \� I 62 �- - - VANS I - I I 88 1 \ � s PHAASE 21fZ� / \ HOMEOWNERSSAS30 IA71Ox
DEED:N/A n \ srEVExs MttL \'� - I / / \ sscrroN 1
PARCEL #D8-."121-DASD �y �'' PHASE 1 - - - - I I I 9q / \ \ PC D-9B7 / 45 �' �PARCELEJ 9N aZJ-OOIA 1
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THYDEED
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MORRIS LEE RUSHING, JR.
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ALICE B.
DEED:8622-213
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MORRIS LEE RUSHING &pALUNE
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PARCEL j07-05J\-
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JAMES T DAVIS 1,
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PANCEDEL �07-
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DONNA 5. PACE
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DEED.N/A
PARCEL 07-054-377
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ZONING: R-20
NOW
PETERRWARNER &Y
DIANE WARNER
/
DEED�6299-152
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PARCEL ,07-054-378 /
ZONINO7 R-20 /
NOW OR FORMERLY `Y 8B
cKA[G A. BRISTOL & \ Y\ / J - - f \ 1 { 11 B5 I 1 \ / / / ` \ \ X lfAREN L HItJSTGL
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PARCEL
ZONING
R215°62 \ % / I 81 l 1 I 3E10ARE _ LL f
PC➢-99_�_-`���' ! �\ // S2 // \\\ �\ �/ I I I I 11
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DEED
C05 STEVENS \ �I
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PARCEL y0IO-321-061 E A 1 �
(� J ZONING: Ras I � y PC D 807 f
79 /XCIVIL ENGINEER
N NGw DR FORMERLY -J f I I I / / VINCENT G KEENE _ I
wc GA.Imlw. THOMAS, JR. I L / ! 4 I _ // YARBROUGH-WILLIAMS & HOULE INC. I } }
DEED.-5572-702 STEVENS MILL
47 PARCEL p06-S21-080 PHASE 1
ZOWN67 -15 I + � ~ PC D-687 -'- - - � � �
_ \ / PHYSICAL ADDRESS: 730 WINDSOR OAK COURT
- CHARLOTTE, NC 28273
n NDW OR FORMERLY/MAILING ADDRESS: P.O. BOX 1198
w O A, ASARE
Rekoy;9461-288 �i f f / I f
Ihy PAR ON 0 R-15050 f /
Ifr 34
STEPHASE I
M M&L 68 !1 fL ' - L - ! - - - -1 \/ 1 / / \ 704 556 1990; 704INEVILLE, NC 1556-0505(FAX)
r -2C D 667 I 1 1
I� Now ORF°RMaRLr ` 1 ff ~ 77 ! ~� f \\ 1 i / \ \'[e-mail]
RfCLA RA 5 F ORSYTHr
I'Y DEF.D-W3-8I0
f1 P"no Iyo R-16 °�° 6g ff � fL - _ _ _ f ~ - - CONTACT INFORMATION \
f ~ _ - - f REGISTERED LAND SURVEYOR
GRE ORYL, FORMERLY
L -f 76 I f - / JOSEPH E. WHALEY (REGISTRATION #L-3954)
r - DEERgglAacl T �I I __ -r PROPERTY OWNER YARBROUGH-WILLIAMS & HOULE, INC.
C PARCEL
A ONINGBRa6 057 L f 1 - EPCON LR2, LLC
PHYSICAL ADDRESS: 730 WINDSOR OAK COURT
500 STONEHENGE PARKWAY CHARLOTTE, INC 28273
NOW OR FORMERLY ~ �' I C 75-DUBLIN, OH 43017 RICHARD E. GRUBB & MAILING ADDRESS: P.O. BOX 1198
SANDRA B. GRUHB ' 803-389-3387 DEED•8584-780 / /� _ ` I �
PARCEL y08--321-058 i r 'PINEVILLE, NC 28134 ��ti111If��
\ r✓ Z°N&a. ft-J5 / / _ / CONTACT: SCOTT TWIDDY ���
STEVENS MILL / / \ _ - - � 704-556-1990; 704-556-0505(FAX) ��� N CARP //i
` �' PCA BB7 / -� - 1 / CONTACT EMAIL: [e-mail] [e-mail] O��•'''SS1'`�ti/��i
74
\ `\\ P DBMu �,\ ��/ \�' DEVELOPER WETLANDS SCIENTIST
Now GR F RLY\ \ \ / EPCON COMMUNITIES CAROLINA WETLAND SERVICES, INC. 7 37
o G ASSOCIATION 73 \ \ 11020 DAVID TAYLOR DRIVE SUITE 105
8z9,21-JJ3 \ \ /550 E. WESTINGHOUSE BOULEVARD
\ ZO?;C: R-]5 / CHARLOTTE NC 28262 - % .• F '
'\ \CHARLOTTE NC 28273 �i � •'' �� f N E� •'F, ��
`• 72 ` / \ \ 704-997-8044
980-259-1222(DIRECT);704-527-1177(OFFICE) // ENT G CONTACT: SCOTT TWIDDY //�/� fll 111y
CONTACT: ALIISA HARJUNIEMI PW5
\ \CONTACT EMAIL: [e-mail]--CONTACT EMAIL: [e-mail] }' `
1
LINE TABLE
LINE
LENGTH
BEARING
L1
8.34
N61'26'36"E
L2
15.34
N12'24'00"E
L3
5.41
N11'53'46"W
L4
10.52
S53'57'26"E
L5
17.70
S4011'29"E
L6
11.08
S77'46'22"E
L7
8.76
S62'39'01 "E
L8
16,29
S33'15'03"E
L9
24.24
S32'43'40"E
L10
10.57
N00'26'34"W
L11
18.71
N05'35'12"W
L12
19.98
1418'56'20"E
L13
17.22
N23'21'54"E
L14
10.72
N00'43'48"W
L15
14.36
11403'2216"W
L16
25.24
N21'50'05"E
L17
22.64
N20'55'25"W
L18
29.93
S29'08'25"E
L19
25.14
S42'1O'42"E
L20
12.33
N07'55'39"W
L21
7.33
N14'18'22"E
L22
24A1
N13'24'37"W
L23
30.68
N12'13'01"W
L24
28.73
N 07'30' 40" W
L25
21.55
N10'02'11"W
PL26
28.78
N12'15'49"W
L27
17.37
S26'39'33"E
L28
15.33
S33'39'42"E
L29
12.68
S43'19'36"E
L30
21.46
S43'04'57"E
L31
18.01
S26'23'15"E
L32
15.83
S3119'10"E
L33
11.96
S28'41'30"E
L34
10.45
S16'55'49"E
L35
7.34
S31'48'04"E
L36
17.38
S19'59'28"E
L37
39.78
S24'04'49"E
L38
26.87
S29'30'24"E
L39
28.58
S29'34'04"E
L40
36.02
S21'03'20"E
L41
15.94
S18'37'22"E
L42
15.53
S31'19'02"E
L43
7.59
S36'52'17"E
L44
1 f .21
528'35'23"E
L45
8.87
N15'08'03"E
L46
16.03
S1934'12"E
L47
12.55
N22'38'41"E
L48
5.86
S40'53'54"E
L49
3,07
N17'02'28"W
L50
75.32
N44'26'45"W
L51
37.99
N45'48'38"W
L52
62.90
N45'48'38"W
L53
101.17
N47'34'53"W
EL555
101.17
N50'23'58"W
52.75
N50'34'01"W
GRAPHIC SCALE
0 75 150 300
( IN FEET )
1 inch = 150 ft.
THIS PLAN IS A FINAL DESIGN -NOT
RELEASED FOR CONSTRUCTION
UNLESS INITIALLED/DATED AS APPROVED:
APPR0 VED:
INITIALS DATE
600
NO,
DATE
REVISION
BY
SHEET TITLE
COVER SHEET
PROJECT NO.
SCALE
1,�=15o'
DATE
01 /02/19
P
PROJECT
COURTYARDS ON LAWYERS ROAD
'OWN OF STALLINGS, UNION CO., N.C.
FOR: EPCON COMMUNITIES
DRAWN BY
YWH
CHECKED BY
vGK
Yi411a`IBRO GH-WI L]LII S & HouLE, INC.
Planning o Surveying o(Eu neering
730 Windsor Oak Court P.O. Boa 1198
NC Corporate Charlotte, North Caroline, 28273 Pine'viRe, North Carolina, 28134
Registration C--0475 704M6,1890 704.558.0505(faY)
DRAN7NG NO.
SHT I of 54SHT5

EPHEMERAL
CHANNEL
WETLAND AREA
100' RIPARIAN
BUFFER (TYP.)
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HANDICAP RAMP (TYP.)
o°
\ POCKET BOCCE BALL COURT
O \ PARK-5Z.6_Z'_ 53.00 481.is_PHASE LINE
53.00 0o s. �' 1
53.
6,288 SF 10 R.Y. ­3. o0 53.00 _ 53 oa 05 '� 1•�
39.1 O• \ � � 0 R. Y..
, %� 6,327 SF 6,360 S6,360o
�0 ^ a. o SF 6,360 SF o� � 63 1 V. 0 1
` 6,r.,r S U 70 0 6(� Q 6,360 5F 6 360 SF o D V.
1
l '� Q o o p Q co 1
\�ti 996 D D N 66 6 67 66 Q 65 +`� 7,161 sF ��\ N_ t
\ j�G. _ OO�F \ 3 sr as• - - ` 20' S. B. 01
o
\ 0 4.2018.97 53.a0' `53.0 ~~,� �'_` 20 S.B. +
a 53.oa 53.00' S L 8,008 SF 0( N f
8,011 SF- �\ 0,
S
D�0 10,991 s 2/01
\ ss
D �3. 9� 81 SF 'b \ ,
SAVE �7 , N q
AREA
�D p.645 AC.
10,458 F 4
D ,
VNA
1 ,
---f17.T8-_-
0 9
R/W STUBS TO ADJACENT --, Y - C) la o 0)
PROPERTIES TO ALLOW FOR D
EN I T f�51 TE WITH o 6g 35, Cl o \ 4 co
ACCESS TO POSSIBLE POOL CLUBHOUSE AN
FUTURE RESIDENTIAL OR i a '
�VELOPMENT d' % D PIC} LEBA C URTS 1 3.65 0.44 54 � o
COMMCOMMERCI L D o ��, -v � � L � 00 54.a0
� _ _ 4.
IVOpr s moo D D o 20-' S.B. - ` - - - 4. - 54.Oa' 54.00' 54.aa'
o n
Q� y0 \ 7.63' �,`� p`5 D v D �. D u� ~ - - , _ 54.00' S4.ao'
.' �'ItiS FOIE � ti R E SAVE Q No, T6 SAVE? D D D �� 1 0 0 20 S.B. - - - ` - �'- - ^ -
p � I R� Y \ �� AREA D AREA D D D Do �-` c 0� 4 9 a o 0
RC�,L �'� / j C 41.36' , p D .2 1 AC. u7 ( 1 AC. D D D D _ _ 4 r `O L V �?
/ S 48
a L� v
�� ZQ I DB_ � \ \ ' o '� �� ? , SEA\ oS V( STRE MS 8,040 SF 6 315 SF '`� �` i.7 S cam° a 45 44 'r? 43 ,a
lVp _ -vG'.• �_ 7_00� 15.54' `O� m � D 6,291 SF 6,291 SF 6,291 SF '� ^ S �- S C° s
OT�-j, OR p \ �O D �. ,D a 10' R. Y. 6,291 SF 6,291 SF 91 SF '1 's
J -YEW, ~64.00� ~ 54.00� _ _ _ _ 6,2 6,291 SF 6 291 SF
q �'�RL t _ / - -�� �, 54.00' 54.00'54.00' 0 R. 6, 291 SF 0
�C�L�DG_ a // \ Nod .� o �� -�. �� D-� �� 54.00 ~ 54.a0' '54.00i/ 54.00''
� �\NI� O �o� NOW 1 IYI OR '� -�. 54.Op
;s
_ O / / \ I��NNEDY R �aR 1 I cRYSIA DFoRRL I b -� [-�7 C �J 5 4.0 0
\ ti O / _ �V / / P DEED. �ERI MERLY N TAL AN -ND� Y N b b o ! a b
\ .` ti / /� / ARC�L #08 ��D3 pRIL� o�P4RC�� �D 1U% SNo�y o C C o � � + b �' o b b PROD T ATION
V ZD 3 3 #p b o ��� N �b� o N ��� N o
NI11rG. �1 _0�3 I 1 I�� ZONING 8-3�1 ` o N tb o o o �, o � � zi BOUNDARY SITE ACREAGE: 50.337 AC.
D6 n b
R- 1 �a � � L- Z �
�, 15 w b �� f f STALLINGS SITE AREA: 44.200 AC.
3 + �oo� cam" c� � � oo� � CD oN���o
\\ T m f b o y f ) o I b UNION COUNTY SITE AREA: 4.337 AC.
\ o / NOW R \ �NsAll I ��,\� -'a f �\ I o �oy�
/ C o 11 I� cl I IIIfNT HILL (NECK. CO.) SITE AREA: 1.800 AC.
\ �q AIC FOR Pc LL �" o `" I + I ti ti �' + oROP05ED USE: MIXED RESIDENTIAL
BRI �R�Y D_ , °�' Ro cr, 1 �" r' xr `- t cn I zv F , I t t�
O F v o c DE N L. STDL \ 1 z o t� r� t� c�, + tv t o °a �, f cn I o, t� f LOTS PROVIDED: 146 ;
\ ` \ A S LEA I�'(� � r `� /� �p��` pQRC�LD'40�8 1-_7pot� EPCON TO PROVIDE AD�IACENT OWNERS IN ST VENS t-, J fit- w tn�
\ � Aj� �� llS fY '� Zo #O8_3 �g9 M1LL THE OPTION OFF EITHER ADDING ADDITIONAL I `� ) c, ! `� SINGLE FAMILY LOTS PROVIDED: 108 3
#�� /A �Ij J / NING R��-Ooe TREES OR INSTALLING A UNIFORM PRIVACY FENCE IN S 5eg I ST c�UPLEX LOTS PROVIDED: 24 Z
` \ ZO L NG �• // 1� \ THE BUFFER AREA. SEE REZONING CONDITIONS OF 6' p VENs�NS FLEX LOTS PROVIDED: 14
\ \ �Z;G `��1- ° s �- \ 2�� �� ON THIS SHEET FOR MORE DETAILS. 6' PcxAs� SILL I SL'c� � ALL ! MAX. DENSITY ALLOWED: 3 UNITS PER ACRE T
00� /-�� , / \ APPROVAL _I_ O D_6 1 pC TIDN I
` \ \ �a D s� U_,q 4 5 DENSITY PROVIDED: 146/50.337 = 2.90 UNITS PER ACRE
SURFACE WATER AREA PER NCDEQ BEGS: 1.041 AC.
� STEVENS MILL ROAD `PROJECT AREA PER NCDEQ BEGS: 50.337 AC, - 1.041 AC.= 49.296 AC.
_
\ - SITE IMPERVIOUS: 21.16 AC. (42.92% OF NCDEQ PROJECT AREA)
LATE DR �, \ \ / / TREE CONSERVATION AREA CALCULATIONS:
ARIAT DRIER \ / I / L SITE AREA = 50.337 AC.; SITE AREA WITHIN POWER RM = 0.418 AC.
D.-Cx3EKL�A� \ \ \� / f ~ j NET SITE AREA FOR TREE CONSERVATION CALCULATION: 49.919 AC.
TREE CONSERVATION AREA REQUIRED: 4.992 AC. (10%)
061 �/ 8j I TREE CONSERVATION AREA PROVIDED: 5.659 AC. (11.34%)
COS \ �O 80 4 COMMON OPEN SPACE REQUIRED: 10.067AC. (20.00%)
COMMON OPEN SPACE PROVIDED: 16.919 (33.61%)
7.12 / / �� CLIN7.,O OR F / CONDITIONAL ZONING AP ROVAL LIST OF CONDITIONS as f
\ I �� TYPICAL LOT AND YARD DIMENSIONS:
/ p DEW � TIRO Eh'LY ` 1. THE APPLICANT OR RESPONSIBLE PARTY SHALL OBTAIN ALL PERMITS REQUIRED FOR DEVELOPMENT WITH THE TOWN AND 8
/ `gRCE D, sv7 MIAs OUTSIDE AGENCIES IN COMPLIANCE WITH APPLICABLE REGULATIONS. THE SUBMITTED SKETCH PLAN MUST MEET ALL ST MIN. LOT AREA 5,800 S.F.
L #o �'7n JR / ��� } L T WIDTH 53'
N /
2oR8SHING `�' \ o /
6
-�0 /
0
\ F
NO yjr
O
JA-`�ES R FOR \
�RC4RDLET DA V �RLY
\ ZONING ' °Sg_37 \ p
\ / % \
D p B R POPR� \
20' BUFFER ALONG LAWYERS `SRC DEED PAC \
ROAD FRONTAGE. PLANTED BER EL OWNS E
TO BE INSTALLED OUTSIDE OF ZDNIN 0�4_�7
POWER LINE EASEMENT AREA. R-�0
/ POWER LINE R/W SHOWN
AT 18.5' OFFSET FROM \
CENTER OF POLES PER \
DIRECTION FROM UNION \
\ POWER COOPERATIVE \
8' WIDE MULTI -USE
\ SIDEWALK TO BE INSTALLED
\ ALONG PROJECT FRONTAGE.
SIDEWALK TO TERMINATE AT
\ STEVENS MILL SUBDIVISION
\ WITH HANDICAP RAMPS.
ND y(r
/ PETE0R FOR
/ / \ PA
S� DWAR�R
\ R' 10 8
NOW
GW ND R
ZD B-ti REQUIREMENTS AS ESTABLISHED BY PERMITTING AGENCIES PH NS MIN. SINGLE FAMILY O
NING R 3l5 O8O 2. A BERM WILL BE BUILT ALONG LAWYERS ROAD WITHIN THE REQUIRED STREET BUFFER. THIS WILL INCREASE THE BUFFER pCCr QN 2 �L� 1 MIN. DUPLEX SINGLE UNIT LOT WIDTH 50'
WIDTH TO ACCOMMODATE CONSTRUCTION OF THE BERM TO BE BUILT 4.5' IN HEIGHT WITH A 3' TOP WIDTH. .0 I MIN. FRONT SETBACK 2 0'
MIN. REAR SETBACK '
3. A PEDESTRIAN CONNECTION WILL BE PROVIDED IN THE STREAM BUFFER AREA, CONNECTING TO PROPERTIES TO THE MIN, SIDE YARD 5' (10' CORNER}
WEST. EXACT LOCATION AND DESIGN WILL BE DETERMINED BY DEVELOPER AND STAFF DURING THE PERMIT REVIEW `
WET POND P� ��OR
D A RLY ` ` ���[r�N PROCESS. TRAIL AND ACCESS EASEMENT WILL BE CONSTRUCTED OF ASPHALT OR CONCRETE.
RZEL #08��-,?86 l l PpH SE 14. A BOULEVARD ENTRY DRIVE WILL BE REQUIRED OFF LAWYERS ROAD PER STALLINGS TECHNICAL STANDARDS AND PROVIDED BUFFERS: 30' BUFFER ALONG BOUNDARY;
IT ONING 6�1 _Oh-66� SPECIFICATIONS MANUAL SPEC #10.03. / 20' ALONG LAWYERS RD. WITH PLANTED BERM
R_x5 S9
STEtj 5. POCKET PARKS WILL BE LOCATED THROUGHOUT THE PROJECT THAT PROVIDE GATHERING OPPORTUNITIES FOR
RESIDENTS. DESIGN ELEMENTS MAY INCLUDE, BUT NOT BE LIMITED TO, BENCHES, GAZEBOS, LANDSCAPING, OUTDOOR THIS SITE DRAINS INTO PADDLE BRANCH WATERS (WATER
GAMES SUCH AS CORNHOLE, HORSESHOES, PICKLEBALL ETC., BBQ GRILLS, PICNIC TABLES, FIREPIT AREAS, WALKING TRAILS, / /CLASSIFICATION "C"). THIS SITE IS LOCATED IN THE YADKIN- PEE DEE
D_ . y DOG PARKS. ACTUAL AMENITIES WILL BE DESIGNED AND APPROVED BY THE APPLICANT STAFF DURING THE PERMITTING
�v
REVIEW PROCESS. ' RIVER BASIN.
ARD FOR
L,q [J -y / / 6. ALL FOUNDATIONS WILL HAVE A MINIMUM 18 INCHES OF EXPOSED BRICK OR STONE ON ALL FOUR SIDES OF THE HOUSE. ' GRAPHIC SCALE
D RA PoRSY Y \ / NO VINYL SIDING WILL BE PERMITTED ON HOMES. ELEVATIONS WILL MATCH THOSE SUBMITTED AND PRESENTED TO COUNCIL /
(U` PAR &4�. 86� O.I�'SY�x c� * / AS A PART OF THE ZONING REQUEST. so 0 30 so 120 240
c #o �10 II 7 W 1 LOT TYPE DESIGNATIONS i
�rI 3,2 7. A GRADING PLAN PREPARED BY A LANDSCAPE ARCHITECT DEMONSTRATING BOTH POSITIVE DRAINAGE CHARACTERISTICS
Q ZO NG. R_x/-OMB / AND SMOOTH GRADE TRANSITIONS TO AVOID ABRUPT "V' DITCHES, SWALES, AND OTHER DISRUPTIONS TO THE LANDSCAPE, S- SINGLE FAMILY LOT
�� PARTICULARLY BETWEEN DWELLINGS WILL BE PROVIDED AS PART OF SITE CONSTRUCTION PLANS FOR PERMITTING. THIS D- DUPLEX LOT ' IN FEET
N PLAN WILL BE COMPLETED TO THE SATISFACTION OF THE TOWN AS APPROVED BY THE DEVELOPMENT ADMINISTRATOR.
GR opp D F- FLEX LOT (SINGLE FAMILY OR DUPLEX) 1 inch = 60 ft
EEO R F / B. THE MINIMUM SQUARE FOOTAGE FOR HOMES WITHN THE DEVELOPMENT WILL BE 2,200 SQUARE FEET FOR ATWO-STORY �-
\ SU Y L, � _e \ / / \ HOUSE, AND 1,400 SQUARE FEET FOR A ONE-STORY HOUSE. �
CLERT \ �
\ F'ARCr�L D,'j33 fiGL�'Rr & 9. THE FOLLOWING FOR THE PROJECT WILL BE INSTALLED AT THE. DEVELOPER'S EXPENSE PRIOR TO APPROVAL OF THE - 30ERIMETER BUFFER
#� �7� 7 \ FIRST FINAL PLAT FOR THE SUBDIVISION, IN ACCORDANCE WITH NCDOT STANDARDS FOR TIMING OF OFFSITE
2 ,oNING,B'3�1 _ , IMPROVEMENTS:
\ R_ �5 LAWYERS AND SITE DRIVE 1 ENTRANCE OFF OF LAWYERS ROAD -
CONSTRUCT THE SOUTHBOUND APPROACH OF SIGHT DRIVE 1 WITH ONE INGRESS LANE AND ONE EGRESS LANE - TREE SAVE/TREE CONSERVATION AREA
(RIGHT-INIRIGHT-OUT) ONLY.
• CONSTRUCT NORTHBOUND RIGHT TURN LANE WITH 100' OF STORAGE AND APPROPRIATE TAPER. /
\ RIcO OR CONSTRUCT A CONCRETE MEDIAN TO RESTRICT ACCESS TO RIGHT-INIRIGHT-OUT.
SAYL,PoRERL \ ` ALLEN BLACK ROAD AND SITE DRIVE 2 ENTRANCE OFF OF ALLEN BLACK - LANDSCAP� EASEMENT
RA R ` / ( 7
• CONSTRUCT THE WESTBOUND APPROACH OF SIGHT DRIVE 2 WITH ONE INGRESS LANE AND ONE EGRESS LANE
G Y
\ �E B UBB ` (LEFT -RIGHT).
PARCEL #o B� G BURR
\\ �A ZONING'- I a�6 / / LAWYERS ROAD AND ALLEN BLACK ROAD
1s ` RE -STRIPE THE WESTBOUND RIGHT TURN LANE TO PROVIDE A SHARED THROUGH RIGHT LANE.
\ 7R' • RE -STRIPE THE WESTERN LEG OF THE INTERSECTION TO PROVIDE TWO WEST BOUND RECEIVING LANES.
PP SASE ILL / / \ "�5 / EXTEND THE SOUTHBOUND RIGHT TURN LANE TO PROVIDE 175' OF STORAGE AND APPROPRIATE TAPER.
9A. APPLICANT WILL CONTRIBUTE $250,000 TO THE TOWN OF STALLINGS TO MITIGATE TRAFFIC CONGESTION ON THE
LAWYERS ROAD/STEVENS MILL CORRIDOR PRIOR TO THE FIRST CO BEING ISSUED."
1\ \ 10. A MULTI -USE PATH WILL BE INSTALLED ALONG THE PROPERTY'S FRONTAGE ON STEVENS MILL ROAD AS REQUIRED BY
/ \ / THE STALLINGS DO AND PEDESTRIAN PLAN. RIGHT OF WAY WILL BE ACQUIRED AND A SIDEWALK CONNECTION MADE ALONG
x LAWYERS ROAD. ~z
11. INTERNAL SIDEWALKS WILL BE CONSTRUCTED PER THE STALLINGS 00. DEVELOPER HAS ALSO COMMITTED TO
\ INSTALLING SIDEWALKS ON BOTH SIDES OF THE STREET.
N /
aN° OR \ %4 12. A 30' PROJECT BOUNDARY BUFFER WILL BE PROVIDED WHERE ADJACENT TO EXISTING SINGLE-FAMILY RESIDENTIAL. THIS
VE tall I1!!/
D S EFDR \ BUFFER WILL INCORPORATE EXISTING VEGETATION WHERE POSSIBLE. A TREE SURVEY SHOWING THAT EXISTING
> Olgrrr R NIIL-VEGETATION WILL PROVIDE THE MINIMUM PLANTING STANDARDS OF THE STALLINGS DO. WHERE EXISTING VEGETATION WILL
��N.••••. �� / ��/�
� -4 zz \ \ ST C NOT ADEQUATELY PROVIDE A BUFFER IN THIS AREA, AN ALTERNATIVE PLANTING PLAN SHOWING COMPLIANCE WITH THE ��•• S 1 • ' ;��
\ 1� AG 8_ ae IATID \ EIlFNS STALLINGS LIDO WILL BE PROVIDED.
zDN 31 Zj8 ^%r PpHAsE ILL 13. CLOSURE OF EGRESS TRAFFIC AT LAWYERS ROAD SITE ACCESS #1 OTHER THAN FOR PUBLIC SAFETY PERSONNEL AL y
I D_6 / CONTINGENT ON PUBLIC SAFETY APPROVAL UNTIL 90% CO. 77
,`� 1 \ /14. APPLICANT WILL GIVE EACH ADJACENT EITHER ADDING ADDITIONAL EVERGREEN TREES ORTA OWNER
PRIVACY FENCE IN THE LL SUBDIVISION O REEA WITBORDH
0 OPTION
HIS
ON OF i��iLVG! IVE;F'���4,`����
ADDITIONAL WORK BEING COMPLETED PRIOR TO 25% CO. THE COUNTY ARBORIST WILL DETERMINE THE CORRECT SPACING //// ANT •G. KF\\
AND NUMBER OF EVERGREEN PLANTINGS IF THAT OPTION IS CHOSEN AND THERE IS A DISPUTE BETWEEN THE DEVELOPERI11��,
\ 1 ` / -AND THE PROPERTY OWNER.
NO.
DATE
REVISION
BY
SHEET TITLE
SITE PLAN #1
PROJECT NO.
SCALE
DATE
01 /02/19
PROJECT
P
CO URTYARDS ON LAWYERS ROAD
TOWN OF STALLINGS, UNION CO., N.C.
FOR: EPCON COMMUNITIES
DRAWN 6Y
YWH
CHECKED6Y
YARBR.OUGH-WILLIGIIII0RII6 & H®Ir L E , Imo
c }nn=ng Surveying a� xsering
730 Windsor Oak Court P.O. Box 119E
NC Corporate Charlotte, North Carolina, 28273 Pineville, North Carolina, 28134
Re iatration C-0475 704A56.1990 704.558.0505(fax)
DRAWING NO.
SHT + OF S HTS

/ \ ZOA r?_06' V
`�i ♦♦� ` , 5 ° \ 6,480 SF \ PA L
00
♦♦0 Nx T3 3
� \�/'00,
\ 6,480 SFCV
80
+y '4� / \ \ ♦ \ yk�/ 6,765 S�\ o, \ O. 1�
\ � � 79 0 � s� 8,164 SF 1
` +� ♦ ♦ \ -� g00% . 6, 210 SF °� / c 1
"1 ply 01? ♦ ♦ `'�� �' '> ,�' / / O s� '`� �1
OP. 1 -6 ILLI PO ♦ / O s �° �s>, O��
PROP. 1� P R� ] ♦ �-_ O 'r �f °°-
/ 'S \ 5 �5 to
C
MOUNTABLE CURB IN p �'�D R I�?LY \ ♦ „ �, O / r 8 / 0
ISLAND OF DIVIDED A�'C �05 QB� \ Y ♦ PROP. 2 6 �>ki >6,210 SF / 0 p �1 85
�� ��- RTS' ♦♦ UPRIGHT CURB / >S / � 3 - 212 SF -
ENTRANCE (TYP.) zQ #1,9;- 688 /\ [�
\ INC. OG' / \ (�Y ♦ & GUTTER (TYP.) ,�/ / , 6'
ry7
\ \ Y ♦ ♦ �O i N. �6, 21 D SF
36, �.� \ ♦ ♦ �► o / ry a o0, , ° �� . / 1° 1 � 1
PROP. 5' SIDEWALK \ ♦ r V
q' ' PLANTING ♦♦♦ \ ,/ ��` / >>6,210r S // p0 // 123 \�cs oll 6,25 SF lcs
0 90Q• �� -�' STRIP ITH 4 TP.) \ / ♦♦ \ \ �v/ , sOQ,,�7 i �'� �`�// 8,339 SF1;�, o1 00 \G
m ° °�� \� \♦� \ �,� ,> ,210 S I./�.00s 2 1 6,210 SF00
1
�� .g2, \ -� \ ♦� \� oo/�. 74 '� // �,?�' /�• > 6,955 SF o0 0 ll S
2� \ ♦ ♦ \ / ��.% ,6,210 S , p `'icy' >�' /h`O' °- 1 o
s6 2,g so' \ \ / / \ \ .��� /'\� > o S �`�° o /`LO 21 °° d 11 �N 1� 6 8
p \ 'N cs '
o`�o ♦♦♦ / \ \ PHASE LINE / �,�� ,6,210 SF °� // p �, Apo / �6,955 SF ,�, �� °� �, 11 6 210 SF
/ \ °1 ° �� ° S 1,24 1 S
00 / \ S �j O �1 ,
> \ \ ♦♦ / \ �✓/ s°' ���,/ .� �D °°, , �%s/ 7,341
COS �� - / >,6,210 S �Y, tKap \ 8,524 SF �/�0 1� '�1 ��20 \ Lp 1 6,210
PALL O� PO '�" / ,�I °o� ' i ��\, S , `'11 , 1 0 1 's
LP 1� / \ / '� +� 5 0
♦ f ♦ NOW \ \ ARIA D ?JYOW\ \ / ,6, 210 SF / / o ' 39 sue,\ >' �� 6,048 SF \ o� o, 1 c
0 0 ♦ ♦ �,. ��D I�LIp I'OR \ PAR �� . R08 R7'S o S , O- op / \ �, i�� 1 `1 S
♦ , �i , , 7, 9 6 5 S F �. \ C 4 9 ART / c/ 2 % 0, / �`�' / o �� 14 6
♦ PAR 3�� RLY �� -� S / sa, / \ �• 1 D 249 SF �1
♦ ti� ^� 1 \ o CAL -01� BRA \ \ Z� I `C1�g-�� �5 �! i �6,210 S // op o °Q \ 1\
�, / �"�' 7, 8 �F r Z0 #�8-3 PC - \ G. �'- 005I� / o S , `��` �,� ��o , / 6, 126
48 )F
� �°n r � 9 0 � � I1dT�. R_ 1-QQSC �O \ 0 / �i� . .� 6 0• , , o , / , 7, D42 SF' � �\ � o0 1�, �a, S ,
PROP. 2'-6" s S ° ` ev eo \ -� �
♦ �� a°� D 7,8 0 S \ / i >�6,210 S /i�0o ° 00 / D�' F �''�' o. \ �� 1 V �0
UPRIGHT CURB ♦ h
' 145 ,�
Sc GUTTER (TYP.) \ S 25
� ` o / '� �00, / �' `'� /�� 6 353 SF / ��' '�� j 1�127
c i
/ > / pop 6, 372 SF 11 1 0.
20' LANDSCAPE ESMT. \ ,`/ ,,6,210 S /, Op ODO /rL0 ����, L� / �\ ��� 0 Z,1\ [� 00, 6,048 SF \ �'
0 1` +�
0°LIN
7,840 �F_` �� / �, oo ,�' ��� -N. ,� 'S,/ 353 SF/op �O� �r, S '12p0 \
0 o o/, o24
/� 1� %, 144 1 0 0
�f 0 1 r� o > 6,21 D S O/ �00 6, F �' 7,836 SF �'' 6 372 SF �P 1 1 0. g
�% C oc'' \ 1 Fi o 7,840 \ dim' / / ' ° s 3 D �� �;'� 1 1 - 10� ' \ 6,
♦� / D sQ S , S6 0 S a gyp/ / 23 °' / / , ��,7,131 SF '\O�° �1 ' 00 1 S 00 Vu �\
♦�� / 6 ° \ 13 °° 7, 840 S / / > 6, 210 S / Oo �+ po
PROP. 5 SIDEWALK s S moo' \ \ / /� / > D S / �� , 39.2�' c3' / O`1'\11 1 U OJ11 �. o+ 1 43���` s� 1\
♦ ` / PLANTING �0 60 , 2 �7�i� O' / , O y��, / �O ��' �r p 1 6, 2 SF \1 12 o ,
♦� WITH 8 �h O o 0 O o° 7,840 S / 6 210 5 / / > I, '� f°` 0fi 372 SF �1 1
�♦ TRIP (TYP.) �S 14 \� / / >, , / Oo / \, o � 7,405 S ` 1 ' �+ 1 1 6, 8 SF 1 6
7,864 Sr` s ss �� ° /"� / o S <D / 9 all S Fr po o0 1 ,
/ 00, s / a/ �� o• / °° ' 6 70 SF�� �'\ 31 �11 1� ��� \ 0_11 ���1 1,�200
/ 15 ��' 6, 21 o s o o, >, ��, o0 115 a 14,2 ��,
8, 063 Shy S v Ss ��` 9, 843 SF / '�- / O s ��' 58 0 �` \ \ 6 372 SF 1 6 372 SF 11 39FF\
7 cp 00, a °o' S o/ `� 00 S / ° op / 5 936 SF °. �0 6j048 SF� 1 ' 1 �, 1 'S , 1 6,048
2 N 1 �' Q�`'� �°` > 6 S F / / o ��, hb . /�� >j n /� o�` 1 c3 2 \ p � 1 � ��� �° 1 � o \ ,�,�� �0 1�� � 1 S 2 0� 1
S S S6 0 ey ^ \,� i ,`r �. ,►� 101
\ S o g,097 S� o / �� /p O /� \ �' 1 D ' �, °� \ \'��1 ��
00• ' 2 19 S �' h o 5"l o- z oo \ 114 1 �a 141
\ a,' 6 � �O� / , \O� \ o, �'/ ° / 936 S / o �°� 1 ° $� \ ��2' OL'F�� 1 � � 6 72 SF 1 1 0,
C S S / ti 9,s�58 SF ` \ \ 6,210 S O / o h ' / >5, / o �. �01 �, \ 6 048 SF �, 1 6,372 5F 6 \ \ 11� 6,048 1F u' 1
\ S • �00� ��� �`L . \ o S / 5�`' o / 5 6 0 �' , a� oO P 1 1� �1 cs 0 1 �� 1 �1 p
S
�^ 17 6D �' W 1 �1 > a ��2� 1 CT
/ / 5,936 S C3 �` o' 140 1 �' \ x
20' LANDSCAPE E5MT. ^`b ,�� ,J 68 `>6��i ,J o; \� ate\ // 00 // >>r, //��° \� 10,027 SF�\\ a \ tP D,�20 1 1 1 C1t1 0_ \ �1L
_' "� 4 ��. �� \ �. ° .� h O, o� 1 C 1 6, 72 SF 1 132 1
FRS OR
ate' `� \�'� �ti� 8, 399 Sl��°o \ `� po /� 5 S o� / / �1\� ,S op 1 \. 6, 048 S�\ 116, 372 SF o 2� 11 , ` o 6, 048 SF 1
\� p FpR 8, 011 SF'` ,5` ,� 3� o �,'�' /c�. ,5, 0 1 0 0 0
l�ij A \ 34 1 ���• \ f p �1a O\15` 0
-PAR 7D °6 �T ��, �RL Y 1$ / i ° /O o D /5"�' �, \ 1 1 0 o�
\ C �I 6' _ s a ��, �� 4 0, 61 \ o \ D oo .1 ° 1 13 9 o
-Ucg 8J PLC 8,011 SF'` ♦ ,� `� +S //� 01 / 5,9 6 SF ,� �`7 6,480 SF 1 0 0 \ ��2' `\ 112 1 1� F �1 A 1 cJ3
Z�N oe 30 S ` �O� `� ��o \ /, o ���/ , '> / °�o� 1 D �' J °� 6 048 SF y 1 6,372 SF o \ Io6 2 So �1\ 1 ,
r 6,048 SF
°\ 0 1 0 N\ \ 1 \ F $ 0 1 $ 0 c\
emu., / �0�, 0, L,, 'O 1`Z tJ 5 1 1 \ �` O �� \�� S 00
LOT TYPE DESIGNATIONS G'•-I�'_�Q 0 � EPHEMERAL �y°'� 10,991 SF ` �0 15�� / ° � / �� � � °o p � �
CHANNEL 4 � \ 5cJ O-o.1' \
S- SINGLE FAMILY LOT 0 2 �9' ' / 5 80 SF op PHASE 1 �V of '� 1 D , 1 •o D
D- DUPLEX LOT D s o Nx0 / Oil \ �� �\ - \ DO 1 1 11 0� 138
Q
\ s ° 'A > `� Cos 1� 6,480 SF o ��2 1�' tf�1 1 1
F- FLEX LOT SINGLE FAMILY OR DUPLEX '5 p �'� ° / , O �\ Z o- \ 06,372 SF �1 6, 72 SF 1
( ) �3. 9%/,81 SF �- /�, a /� , (JA - D �� 6,048 SF\� \ o � 1 0 1\ 11 6,440
WETLAND AREA D SAVE % '� \ `�' ,/�� 06' /'1�� '�1 0�0 1 1 F 8� 1 �� 1
0 ,r 1 /o /`'� o �2 1 �V 1� s g S. �1 S
AREA 6� vi o\'.L 0\ D \I 1',L `\ ?� o o\ 1\� 1 1
30' PERIMETER BUFFER \� 615 AC. 8� i. , 1 ;� / o110o137+ p
\ �%. "�1\� ,� j c/ HANDICAP RAMP (TYP.) o o \ ��2� O� \ 11
\ 100' RIPARIAN D 10,458 F %/ �00 °; o ) 1 6 051 SF 1'�0 11 6,372 SF 1 11 6,i2 SF,
E CONSERVATION AREA BUFFER TYP. D 1 �� \ POCKET BOCCE BALL COURT r'� ry +(a. F , p0 1 �7 p0 1 t+II
TREE SAVEITR E ( } Q �1 �' o \ PARK 57.6.2 _ 53. 481.13 �5 10, I -�1 1 �� 1 o,` �1 `' �"; ■
\ _ ao _ 1
-- ` 53�00 53 PHASE LINES, '� 1 � •0 1 t,�, �,
1VC yy�� by �,���; \ 6,288 SF 10' R.Y. °° 53.00 53�00 s3.00 r ��' DZbg 1 D9 Il o_ 136 1 1��
- LANQ§S�C#,E_AS)�MENT r' 39.1 , °� \ 0� R~ }; 105.4fi' r, 1� 1� 1 \
6 327 SF Y. , I fi 281 SF 6, 2 SF 1
� LF� z�r \ !t 0 O ��, 4, ,, 71 0 6,360 S 6 360 SF 0 �7c �1 c� \ 1
PROJECT INFORMATIN 1 i o o, o 6,3fi0 SF �l� \ o 1$ I�PJ \ GRAPHIC SCALE
D Q�- S r7D CD 69 6,360 SF 6 360 SF o.. �'. 1
BOUNDARY SITE ACREAGE: 50.337 AC. $2� 6' o Q p o _ coo D W11 so 0 3o so 12o zoo
STALLINGS SITE AREA: 44.200 AC. ��p 2�' .�,, 996 `� D cv N 6V 67 c �'� b 1'` 7,161 SF ^�` Q �2�2 �1
o D �, 65 W
UNION COUNTY SITE AREA: 4.337 AC. �s. / �},� E D D T1 D N 13 4' o\I { IN FEES )
MINT HILL (MECK. CO.) SITE AREA: 1.$00 AC. 3 S9, o 1 r 06' ` - 20 S^B• y 1! ,lJ 01 4 39 �\ 1 inch = BO ft.
PROPOSED USE: MIXED RESIDENTIAL _ / - y 2� S 0 4 Q
_ N 1 1
D
LOTS PROVIDED: 146 �a ° _ ��`�s•p•� 20 8.97 53.00 �3. ao' S. oo'' S �. aa' ~ .B �L _ 8, 008 SF �i 1 'S
SINGLE FAMILY LOTS PROVIDED: 108 6 � 1 0 53.00 - �,Z ,�, _ `b �� I 11,126 SF _ J
DUPLEX LOTS PROVIDED: 24 o _ _ _ Ln
to f, 0 9� =
FLEX LOTS PROVIDED: 14
MAX. DENSITY ALLOWED: 3 UNITS PER ACRE H o ss. o o \ v� 0
ENITITE WI H
DENSITY PROVIDED: 146/50.337 = 2.90 UNITS PER ACRE $ i p POOL, CLUBHOUSE, ANG
SURFACE WATER AREA PER NCDEQ REGS: 1.041 AC. �° ��� PIc LEBAL� c u ` - 3.6520.44 54.00 CD
v _ 54.00
PROJECT AREA PER NCDEQ REGS: 50.337 AC. -1.041 AC.= 49.296 AC. �5 0 :y � - 4. 4
SITE IMPERVIOUS: 21.16 AC. (42.92% OF NCDEQ PROJECT AREA) D 2 Q S.B. - - 54, 00' S4 00. 54,00'
`TREE CONSERVATION AREA CALCULATIONS:
R E SAVE ¢ o D SAVE D D D r` ~2
SITE AREA = 50.337 AC.; SITE AREA WITHIN POWER RIW = 0.418 AC. ��p AREA D AREA D r� 52 ,51 a 50cD
n o o S.B.
NET SITE AREA FOR TREE CONSERVATION CALCULATION: 49.919 AC. ° �� .2 1 AC. a �I 13 AC. t� D S c 4e� 4,� �y A ry CD
� Q o
TREE CONSERVATION AREA REQUIRED: 4.992 AC. (10%) �. '� ^� ? r SEASON4 STR�EAAMS D 8,040 SF "� , S cfl 5F r 4� i15 A
TREE CONSERVATION AREA PROVIDED: 5.659 AC. (11.34%) =`, °� �- 1/ 6,315 SF 6,291 SF 6,291 SF SSF S r- S r- Lt �t
COMMON OPEN SPACE REQUIRED: 10.067 AC. (20.00%) �� . -� a - - ; Q' R. 6, 291 6, 291 SF 6,291
SF 's
COMMON OPEN SPACE PROVIDED: 16.919 (33.61%) -� ~�D ��� �64'00 4•'00' �5q Q0Y 5 , _ �2 fi,291 SF 6,291
00 54.00''54.p 1 0' R._Y,
TYPICAL LOT AND YARD DIMENSIONS: \ N0� 1 t° OR �, Q �-. 0 54'00 5 .ao
MIN. LOT AREA 5,800 S.F. �NNEDy°R FORS 1 CR rid DFORRL 1 b E �.
MIN. SINGLE FAMILY LOT WIDTH 53' T'AR �E�D ��RL D 4ALr o p �INNNOIy f o o I a-FE
MIN. DUPLEX SINGLE UNIT LOT WIDTH 50' \ �L #o s�-2 RILE SRC E� N sNo N o I �' f b -�
MIN. FRONT SETBACK 20' ZONINGB_3�1 34 1 1 1�' 2 NI 3� lY o �� o b I �� I� o N
#08_ �� o 1 j N n b o N 0 0
R_ 63 NG- 1 o o N o b ,�►Il l l l f l��
MIN. REAR SETBACK 10' r 1� R_1� o6g b o b 0 1 N b cAR
o00 ob 5 f `ff �Cf
MIN. SIDE YARD 5 (10 CORNER} s 64 ��oo�� cc� �o�'�x' �a°j �� o���� o o b� s •••y ��
7�'rl � f ���� ���o�oy a,o� 1 db b- yo l Nt�b�b� trjo �.•' c�S.
C��0OR F p ENEILZ ! o�tl
t� a� r
a I o��t` Nib J Q
PROVIDED BUFFERS: 30' BUFFER ALONG BOUNDARY; K� G A. ORS C D- 1 ' t� I I �, + H �,, w o - � 4 o + N s AL
RAN BRL RLY �, f �c I �r~� tico ��� � f + `° o °�� a�� = 17837
20 ALONG LAWYERS RD. WITH PLANTED BERM D L_ TO \ I o t� cn + + 1 c I o Ir j N � o
Zvt�b o zu� + I ��o �� o �a
P � g LL EPC N% PROVIDE ADJACENT OWNERS IN ST VENS f �, n ? 1 w I o '•FNi;
ARC�'L , O��R349 \ MILL THE OPTION OFF EITHER ADDING ADDITIONAL'••,,,1NE.••'
'THIS SITE DRAINS INTO PADDLE BRANCH WATERS (WATER \ ZONTN 8-3,21-� f I S �� I �M r�� I I c� I �i�� ••••'�����
G. O TREES OR INSTALLING A UNIFORM PRIVACY FENCE IN l s 5 i T cn I a� �� f f 4i ENr G.
-CLASSIFICATION "C"}. THIS SITE IS LOCATED IN THE YADKIN- PEE DEE R_1� �� 1 TEE�ENs o �� c„ , ��/�� �►��
\ �� THE BUFFER AREA. SEE REZONING CONDITIONS OF 6l j p Ns ! PJ�rI j + t„ cn cn I If11411% �1 a�
ftYE �}l►5�N. E \ 0 \ APPROVAL ON THIS SHEET FOR MORE DETAILS. 6'0 PC n SL' rLL i n CT n LL 1 I ° 1 `� U, so
L-1
THIS PLAN IS A FINAL DESIGN -NOT
RELEASED FOR CONSTRUCTION
UNLESS INITIALLED/DATED AS APPROVED:
APPR0 FED:
INITIALS DATE
NO.
f DATE
REVISION
BY
SHEET TITLE
+fir
SITE PLAN #2
PROJECT NO.
SCALE
, "=r;Q'
GATE
01 /02/19
PROJECT
CO URTYARDS ON LAWYERS ROAD
TOWN OF STALLINGS, UNION CO., N. C.
FOR: EPCON COMMUNITIES
DRAM BY
W H
CHECKED VGK BY
•�%�p ,�7�7� g■ ,�7, �% ,�,�/�g/��+ 4� �T,��p �y��+
JLiSJLOJ�J�04.IGH- �7 i�tWL[iL9� s & HouLE9 Jl.Nc.
Planning o, Surveying o1Engineering
(01�730 Windsor Oak Court P.O. Box 1198
NC Corporate Charlotte, North Carolina, 28273 Pineville, North Carolina, 28134
Registration C-0475 704.556.1990 704.556.0505(fas) ISHT3
CRANING NO.
OF HT5

1&0 _ -, ,__ _, °o CVO 14 \
\ o \ \ is oo \ 46�'L z 0R \ 0000040 20`08_ Q0
°' \ ` �f COCC SLY ! STUB STREET TO ALLOW Pt _�O 01
\\\ 6,480 SF \\oo pA� D��D [O COS ITS \ / / FOR POSSIBLE FUTURE TREE SAV
� -�O/\ \ S p-o \ �L 08 �'41Gf�s \ \ CONNECTIVITY TO
_ ' \ \ Oppi �3 \� ZONE 0 ��1 _0 ADJACENT PARCELS. AREA \
0154 AG. \
005& � � \ -� / \`�o \ 6, 480 SF C'o I�'_� 04 � O
\ poi 6,765 S�\ °I \ gyp• 1� W °�
\f� ; 50
� �\ s S �� 84 1s�-o,-----~~��� o1s�s�j�NRL
-� 79 ao, ., s, 8,164 SF 1 - D �'US�
CO /y 6,210 SF ' c 1 00 j L DIP `jr I�1rG o \
o/ 78 0. / '� o \ 5.�5 10 J14,f � �0 \ G .R_ 006' a,� 6, 480 SF \�
LOT TYPE DESIGNATIONS ._6•, �� O / �1 p o" LDS J R /� �0 �o° NO I�
FAMILY LOT PROP. 2 > h�i >6,210 SF / pp p 85 .�\ P ��D FI ��LY '- \ S O \ L O
Q S- SINGLE UPRIGHT CURB / / js / ��• �O-6,212 SF ARC L �8�� 1U �N / \ o `s�z \ p� �SLI�' �c
D- DUPLEX LOT &GUTTER (TYP.} / ° , a S Q)`
77 °' �', 4g `� 1� S \\��� Z°NI�VGoB_�21 �� / ' \ \ s � °°'\\ 6 4880 �F \s37 � �D I� o C�
F- FLEX LOT (SINGLE FAMILY OR DUPLEX �0/ r r
,6, 210 S O, p 1� .0 QOp o �_ 0,16 , S o \ o eo is A
° ' 76 °' / ° `''I ' 10 1 utz
6 210 S F 1 / °° ^ o \ ti° C3 e3 200
- 30' PERIMETER BUFFER / / / \ �- O \ o, 19 �
6,210 S / po / 1w 1 `O/ �0 6,480 SF�'-
23
�o S / �'� �`' / 8 339 SF a"\\ S p 1? / ' �s\\ ,
- TREE SAVE/TREE CONSERVATION AREA / o° / 75 °' °' / ' 1`J 5 0 o p / S
0 ° S \ 2 87
210 S , /�o � / o \ 1 I C O� O II �/ ��s \ � � � '``�- $!�.
ry ,� o � ,/ � �� °' /� \ 6,210 SF / 1� I LAI_/? �0 -� 79 oo,S ., s- 8,164 SF 1
LANDSCAPE EASEMENT p°/y. r 4 / g. /� > 6,955 SIF pp 0 1 S 1 " T 16ZD pR - o°/~� 6,210 SF / \ 1 00
S / `� ,/�' '> ,��o o" RPA�LS qDR �'� CD. C �'� S \
� �,°o , /' •o ,S \ ��5 10- c 8- ��T o I � �L 4 �� �i, ma's S
o , `' o {LO �� °' / 0 1 N �8 / NQ yYa�A N ZOO "`08_ �O o /� s >, \ �� o
/ pow 73 0, 6,955 SF /�, g 1 6,210 5F \ _& Q I1U o/ 78 0" o �5 1
\ PHASE LINE �°�/ 16.210 S // p / >>�S //g� ��O \Nam" Q 1 / L� F'D� R_ > ��� >6,210 SF ,/ p 0 N 1 85 �10. p
oo" 4.1 24 11 a. 1 'J o 1 sU� �j CC'q �I7'L �' ' o S` / ��0 �,� 10� 6, 212 SF '� �c
° S. 7 341 SF o 10 AfC kI \
p 7 1,2D � � �� 1 � 1 ��� �9 1 p,4�C ���� CA,�r��L �.I 77 , 5' 46 � 1� S \� -t�
(�T / > r�C�' 0 8, 524 SF '� / �` \� 0 1 6, 210 SF \ ��0 L 6 210 S ,0
- > 6, 210 SF o \ O o / L , , O/ o
p Q ° s h�' �%JN\ �` >1:1 1 �1 2ONf� e'3� I o S
�I L P \ , l' o� S / > s S '� 0"\1 S G �O - 1 rye+ / a '1 ' �' 11 �s
f Lf O / /�'/' 28 ° / s \ / ' '� �251 0 0 , 0,1� �- 045 I V °" / , �' / 1 6 210 S F
AI�f I�.RL /� >6,210 SF o '� 6 048 SF \ " 00 210 S o / 123 1� 1� ,n
6, o o �9 \�� �.�ti 1 1 �1 �loo -� �o S ,
�O R7'S / o ,S / �' O \,1 S 0 1 s 0 o S / 8 339 SF 1 0
49 B-eR ��' chi 7 0. �Oo / / p ��' 14 E7 1� � �2 0 � 13 0 SF �1 " o. / � o �/' > \�' �5 ' 110 •�
L `0 4`s ec3 7'S ,' �/ 6 210 S /' / \ �'' 10, 249 SF �1 O 1 \ ' / �' / j� 0 S ���777
zO fN -5 / i j> Q3 ��r o° / \ 11 120 0 1 0 kP 1 PROP. ,5 SIDEWALK I / gyp° / i r� 'oo� 1 2 1 6, 210 SF 1
\ G �1SIF
� 00d / / �, S �� f �� f/ 11 `R' 6�, \\ S 11 6,048 SF -n 1 0. 0 0 WITH 8 PLANTING / 5 0 / 1 ��G Q 1
\ 0 .1 �7 1/1 , o / � 7,042 SF � � Op P Q � 1 � �� ; " � STRIP (TYP.) I
>6,210 S /�po °11�'- o_ �\ ��� \• \ ,s��2a \ 6,698 SF \
/ 25 O" // 5 > 61353 SF /p1 w 6,372 SF 1� 1 % \ o" a \ �° PROJECT INFORMATION
6,210 5 / p p4 / O c j� / O \ 'U, p Z c� 1 11 6, 048 SF \ �= �� \ ��` BOUNDARY SITE ACREAGE: 50.337 AC.
F & S 1c� I STALLINGS SITE AREA: 44.200 AC.
24 0°' ��/ ° �/' 353 SF / o° '�'�0�1 �r ` `J \ 1� • 1�2� \ `'' 00 \ o /, UNION COUNTY SITE AREA: 4.337 AC.
6,21 D S O/' o °o 'jam 6, ,� 11 r \ �`- 1 - 44 �1bQ °� 1 0 0 '`ZO r� 10 V�' I /\ MINT HILL (MECK. CO.) SITE AREA: 1.800 AC.
`/ b� '' 30'60 F � � � 7,836 SF 1 �_ 1�06,372 SF .�1 \\ 6 1 0_ 9 � \ �+G F 1 �" A NOW O PROPOSED USE: MIXED RESIDENTIAL
O S /p 1 S 1 S 1 1 6, 480 S D "` \ R��A FOR LOTS PROVIDED: 146
/ p" .�`3;1, 6, 210 S /'o � �7,131 SF '\/Q�a� n �1 1�� �0 � 1 �` 0 1 � ��$ 00 \� y�' S po '0 1 S \ � \ P .D � ���'L
/ >s / �o L� / \ �,,� 0,1 0 0" \� c�1 ��2 1 o. 1 �20 00 1 0 Aycpl. �IOS�R --)-'SINGLE FAMILY LOTS PROVIDED: 108
3 r` �, 1 0 1 z q DUPLEX LOTS PROVIDED: 24
/i gyp/ ��] oo, , // o �,� s\� / �p ��p j 1 1 8 v1\ 0 \ 6 143E \\ 1 29 1 0, + zrtj
\ WETLAND AREA \ 'SOS-�2 FLEX LOTS PROVIDED: 14
o / \; o o 7 405 S ' �' 10�6,372 SF �1 s 1 1 6 8 SF 1 6 �, \ 6,480 SF �,\ \ 1 _010
/ / p 'h '/ \ , \ 1 1 a D MAX. DENSITY ALLOWED: 3 UNITS PER ACRE
' o ,N1 5 9 '�" � 31 ° 1 �1 o F 11$ °° � 01 1�'60 %Vp � 0 1 � 1 � � \ \ DENSITY PROVIDED: 146/50.337 = 2.90 UNITS PER ACRE
i po/y. .� a• S // o°// 6,770 SF\� 11 �� \ a o 1 1 1 ���' o- 00 _r p w
O, / `� �1 00 115 \ 0 142 1'P�'1 1 Cl 0 ,�20 o Q D Q SURFACE WATER AREA PER NCDEQ REGS: 1.041 AC.
h� >>6,210 5 /i�p0 / �� ��, 1 �12 1kr 1 - 1 6 372 SF 11 1 1 �Q , 1 1\\PROJECT AREA PER NCDEQ REGS: 50.337 AC..1.041 AC.= 49.296 AC.
o h o 0 58 °o. j w 1 6 048 SF� 6,372 SF \ ' \ 6,048 SF 1 1d20 0, "� / a .� r, /� 5,936 SF ,� 0 1,P �1 F a Op 1 x 1 p $ Op 1 2 6,4VO4SF 1� \ \ TREE CONSEIRVATION AREA (CALCULATIONS:°4 PROJECT AREA)
�6,210 SF / p0 �a �/ >> nn /,�0 12 11 1 �'� 1 ooY\ ��� S �200 �r °o"\ S p' \a , \ \ P. WERRn►v=0.41sAC.
l > Cr / /�� ? oD / h 1 �,, s 1 0 , �, 1 1 A o+ 1 141 b 1 01 0 4 10 D 100 RIPARIAN BUFFER (TYP.) SITE AREA = 50.337 AC.; SITE AREA WITHIN PO
�• ,�7 �' �' o ° , 0 1 5t \ �° 1 \ 'o �2 1 D NET SITE AREA FOR TREE CONSERVATION CALCULATION: 49.919 AC.
10 S °°" ', d / 6 S / o �g ° $" \ ��� r k; 1 6 372 SF \ 0 + 1 6,372 SF 13 o- 1 95 , flo
\ 6, 2 / o h / / n ,,�� �• 01 1 6 048 SF 0, 1 6, 04S F \ �, \ 6,4 80 SF \ \ TREE CONSERVATION AREA REQUIRED: 4.992 AC. (10 / )
S �Lj / >k� �' , "' D / ��' 1 rj 1 Op \ 1 S 00 \ �" '� \ D TREE CONSERVATION AREA PROVIDED: 5.659 AC. (11,34%)
s 0 56
°o" �' o �'O, tJ 3 P 1 1 �1� � c� f 0 1 1�a 1� ?1 S o0 o S D \ \
\o �1= \ \ o- \ d �1� \ �+ ° o. 1 0 COMMON OPEN SPACE REQUIRED: 10.067 AC. (20.00%)
/ 5, 9 36 S ,�O X. 0 6 D ` � , 1 '� '0 1 1� � � 0
,�° 10 10,027 SF� 1 0 \1�,��zo0 1 113 [�1 140 °�`.� \\ 0 126
\ - 6 72 SF 1' o PROPOSED RETAINING WALL \ \ COMMON OPEN SPACE PROVIDED: 16.919 (33.61%)
o / 55 °o� i o\ S o" 1�' 5,048 SF 1 6,372 SF � + 1 3 " 1
\ S / 9' po �Po \ p 11 , 0 �1 6,048 SF 1 3 1 6,209 SF r \ \
TYPICAL LOT AND YARD DIMENSIONS:
�, 936 /hypo �11� ,�Zp. \\ 1 34 \1 F ,� �� o ` 0 0� 1 ►5 0p o \ S
n n ,���• \ U o �Q�• u` , T1 D PERENNIAL STREAM \ \ MIN. LOT AREA 5,800 S.F.
° `L� 54 °o. D 1 81 1 p �, \ D Op \ \\ o_ p \ 1 3 n ��2 11 o. 1 �1p p0 0 \ \MIN. SINGLE FAMILY LOT WIDTH 53'
/ 5 936 sF �,� 1Z. 11 112 ,� e7 \ 11 133 1 �N 97 . / /p 6, 480 SF 1 60 0" \ 6 372 SF 1 0_ �, O, 7o D - 4
�> / o 0 1 6 048 SF1 \ 6,372 SF \ \O� . 1 \ 1 \ MIN, DUPLEX SINGLE UNIT LOT WIDTH 50
'� �. c3� 6, 048 SF 1 �~r MIN. FRONT SETBACK 20'
/ °a ?o D �1 p oo' �,1 1 1 \�o� 1 oo 1 �, S oo' 11 o ►S
5e�'o6' °' �/' 1 a'' oa 12 01 Q 35 11 1��' �a� o_ 1 ��� \�� . 1 2 o j �� ,
PHASE S o 6 N 6 292 SF D \ MIN. REAR SETBACK 10
y� c3� \ b �� 1 .� MIN. SIDE YARD 5' (10' CORNER)
o �� // 5,80 SF ,�o/h °° '�_ 1 Doc �,1 - �, 0 1 D10o 1 111 �i, o- 138 `P ` ' 1 �' �a o6' A \
N , �o cos \ O, 6,480 SF •�\ 2 0" 1 1� 06,372 SF •�1 \ 6, 2 SF 1 3 �' 1 E S PROVIDED BUFFERS: 30' BUFFER ALONG BOUNDARY;
'� ��,• o /� >> sl n , ` 6,048 SF 1 �, \ 11 6,440 1 98 AREA ,
D 00 ! PP- �j 00 00 \1 N rn 20' ALONG LAWYERS RD. WITH PLANTED BERM
36 11 1� 1 ��a' 1 9 0 1 ���' 1 S ! o 4.1 2 AG.
1 .0 �J ry 1 ,�p6 5 u1i L 15,999 SF TRAIL SYSTEM TO BE
HANDICAP RAMP (TYP.) 'o o \ DO Off` 11 D , o. 13 ! \ `` POCKET 102.00 , ` INSTALLED PER TOWN OF THIS SITE DRAINS INTO PADDLE BRANCH WATERS (WATER
o" 1 1 \ 6 372 SF 1 PARK D STALLINGS. TAKE EXTREME CLASSIFICATION C THIS SITE IS LOCATED IN THE YADKIN- PEE DEE
6 051 SF 1� 1 ' 1 � 1 6,2 SF I 1D7.DD 1 D ).
HAS E CARE TO CAUSE MINIMAL RIVER BASIN.
\ POCKET BOCCE BALL COURT �'" 3 �1p �\ F 1$p0 \ 0 1 �$�0 1 foll
, 5 0 99 I- DISTURBANCE IN BUFFER.
K �7.fi1' 481.13' 1 ' . \O �\ 1 o" 1 -
�� \ PAR 53.Dp 53.9 53.00 0 PHASE LINES c3' D 5g 1\ �, \ .a 1 136 1 \a � S I GRAPHIC SCALE
6,288 SF 1 0' R. Y. �3.0 53 109
�o\ 00 y �3,DD _, �• ��2 1 6 72 SF 1 \�` o� 6,958 SF �� 60 0 30 60 120 240
105.45 \ Q 1 6 372 SF \
\ r: 6 360 S 360 SIF R' Y, 2
01 } cQ 00 Q p0 \ �l j 0' 15' LANDSCAPING AND
+ `%� 6,327 SF 6 z 0 \ N� �, 1' 6 281 SF �y 1 �r \ ' , \ i 120. D
o o' + 6,360 SF 6 360 5F o+� �`� \ 0 1' \� \ F ��B\1 cs+ 0 0 1 1�$' \ \1 1 0�
�,�� S' 70 �+(� ao 0 6,360 SF 1 to w"$ O, o o, \ //^� I D DRAINAGE EASEMENT
Y'Q 'V 8 0 ��aa ry o o �1 7 16 1 SF 'o, OZ 1\ 1 D �1 0.. 1 35 1" D�' rl S { IN FEET )
N V / O co rL2' > _ 1 inch, = 60 ft.
D �- D N N 6D o 65Q �1 �,� N 1 � �1\ p6,372 SF �1 � 6,973 SF �1 7,439 SF 1 WETLAND AREA
D D N 13D. 4' s11 o \ ,5' 4 _b /1' Ih
S. B �- gj 64 1 4 39 1, r `� F ��� \ Q \ 12� 6� ' S ° o /� 20 0, THIS PLAN IS A FINAL DESIGN -NOT
4.20'18.97 53.00' ^53 D ,' -- 2( S.B. 0 D sa•> 1 , 1 1 ` /S 60' //p 1 D1° I °T
D 53.00 53.00' L_ 8,008 SF I N I S \ 107 \ .� ��o �, S �•� QR RELEASED FOR CONSTRUCTION
0 53.DD ^ �1'�.'B'` - - `� s� I 11,126 SF - -� 7,897 SF o; 0 8 �207,439 T 7'
cr)9 _ _ _ _ - c, �1' ti ry o� ��, A o , ��, ��A G� UNLESS INITIALLED/DATED AS APPROVED:
Tom` D _G�C�N
APPR0 FED:
s_
�E, AN0 0'346 p INITIALS DATE
o �
D
R.TS _-� � � - _ 3.65'2D.44 54.D0'
- _ 54.D0 4 0
0 20� S.B - - - - - 4' 54.0o' 54.00' 54.D0' ANDICAP RAMP (TYP.) D
D - 54,D0' 54,00' D
5� 51 z 0 S: B. - - - _ _ _ _4`oa' 54. o0 54. oD' 9 n a D
.- � 49 48 0 2Q, S- _ 54.DDi 50.78' 3.22' SD.98' 50 WET
_D � 5 D � a -
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- z 8,040 SF � '`� � S � � m 4 I � 4c�7 � � 0 B, _ � z D
-D 6, 315 SF 6, 291 sF S S �= S ^ L6 44 43 � 42 � _ -� POND l
6, 291 SF 6, 291 SF SF " S ,� `� 41 4 0 0 = 1 08 � 0 4 02 w D
- �- 0_ R. Y. 6, 291 6, 291 SF 6 291 SF 6 291 SF 's ,- S D5 104 N'
- � m _ __ + 6,291 SF 6 291 SF 6 29 S F S S - S `° 1 D3S
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DDY 54.D0'54.DO'� 54.DO 0R. Y.
6,383 SF + R D.
b
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DRAINAGE EASEMENT ,
'�- �� �� P.C. C.E.
1 J
ooy�l�ori� �Qbt'��t��yQ I b kbo fb�� 11joW �, [ 17637
�o f d��� o �N N ob boo 7iO8 OR PROPOSED RE AINWG WALL -�, V '�-._
I � '� o I �' a `� o f b o o t t ' _ j o � L� xi 7aANr}r RT �' PORNIE %x�
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es, I �� cn I ��'�,��x' I �� �o n ��' ' D•. B RA T P R CR WR R N �� 1fII11 56'rn n w f ! c� b cn o w o Za , #08_ 3�sTLREATALRLY 1�
_ '+ -' � r{j •r, '"G i � �' i..rI r I � „• i 111 71, � - '•J-i _I Ci .R, ,.i , . tr1
NO.
DATE
REVISION
BY
SHEET TITLE
SITE FLAN #3
PROJECT NO.
SCALE
1 "=6D'
DATE
01 /02/19
P
PROJECT
COURTYARDS ON LAWYERS ROAD
TOWN OF STA.L.LINGS, UNION CO., N. C.
FOR: EPCON COMMUNITIES
DRAWN BY
YWH
CHECKED BY
�T ��T
ARIBROBJGH-WIILLIIlLMS & HOuuJ INc.
PPlnanning o Surveying oiEngineering
730 Windsor Oak Court P.O. Box 1108
NC Corporate Charlotte, North Carolina, 28273 Pineville, North Carolina, 28134
Registration C-0476 704,656.1990 704.566.0505(lax)
DRAWING NO.
SHT 4 of 54SHTS

TC: 683.9 - _ •_,® ' � ,�0• � •. � - -- • \ \ \ T i / i ° ,
f v 75' RC INV OUT. 673.78 „C ®/ i / \ ` 9�� INV OUT:669.68 /C�i \ 0 INV DUT:676.3 CB 52 3.33 AC
f INV IN:679.71 (CB 124) Q ® P Q \ g tIj / i' J 7
O ' G- ° 2 SE CB 12 0.34 AC c, / 6 / \ \ TC: 678.95 ® A, S
1 INV IN: 679.56 (DI 126) _ ` �" Q-. o� 9,' O � / � MH 7 22.82 AC \ �30y .'� // 9 � � � �� r � � S �' � �1 j \(Q� �- j •Fr
1 V OUT: 679.36'%, o - o w� - TC: 676.69 / / RIM: 677.20 4 p \� / I (' 1 \ \ \ �}�\ : INV IN: 674.20 (CB 51 } ' ��c12,
y INV OUT:672.75 / INV IN:671,86 \ \ \�'A ` vp _ \ s� \ INV IN:674.88 (CB 55) a
\ \ CR7 / I f II �• G O �l� 9' <� INV OUT: 674.00 �` g"
! 1 DI 126 0.44 AC Q' o� f INV OUT: 671,86 v 0 O I / 1 I HW 90 0.84 AC R p O.� °
LIP: 683.20 CB 114 2.72 AC RCA o v•�° f -OIL' j CB 106 3.80 AC Oy INV: 678.00 1-��? D� �`t r �`�° CB 73 3.0 AC \ LIP
89 1.17 AC
INV OUT: 679.7fi TC: 679.06 a 95g p. '� S .ir TC: 676.65 / H 21 10.26 AC 1 / . i REP RAP FOR INLET PROTECTION ® �r? ,r \ 'P�, \a' LIP: 678.50
° a.� �,�9g 0 ��"sr �' Q RIM: 679.00 �/ O TC: 679,13 6`� A �hr
•
INV 1N:675.06 (CB 125) I N.� �¢„'03 0 j• IN IN:668.82 \•� QC'O�1° ® - INV IN:674.04 \ \- INV IN:675.06
INV IN:674.98 CB 113 I ; ®) 0 RCp\� �._ S �'.o INV OUT:668.62 ` INV IN:672.75 4�. �. S\. ® \. INV OUT:674.86 2
{ ) \ INV OU :673.84 a O I
1 � , 6 -� Q.7 INV OUT:
INV OUT:67 .03 4g i� "Q . ° \ CB 71 2.40 AC 49
DCB 119 0.64 AC ® _ DCB 107 4.33 AC J`_ ( 1 Tc: s8a.51 \,� 0 �.,1''p D __ jCB 55 0.44 AC 1 \ g
� CB 74 4.38 AC r .01 • Q
1 CB 115 3.37 AC a' TC: 675.75 / f i I � 1_ ry.p h \ _ ��_ TC: 676.65 /� � _ � INV IN: 676.23 CB 70 o i \ '" TC: 679.49 �
/ - TC: 677.72 c',h O'' I V OUT: 671.81 INV IN: 668.50 / INV IN: 676.51 HW 90 �r �s� �'o \ INV IN: 673.60 (CB 73)
{ } 6'. INV IN:675.44 ra
INV IN:672.97 (CB 114} 8 / CB 80 13.29 AC �' • ( J D INV OUT.675.24
�' TC: 676.71 0• \- -- Q / !NV 0UT:668.30 `®
A h G ° TC: 676.59 _ j INV OUT: fi75.2B 1 ° INV OUT: 672.79DI 89) /
INV IN:673.64 {CB 121) , ^? O� MH 22 10.2fi AC °
\ i ` INV OUT.,672.69 INV IN:67 . 6 (CB 115) MH 8 22.82 AC ¢ 6 ��'� r h ` INV IN:665.89 (CB 79} 6 ,
iQ 2 RIM: 677.05 r- 4
4 \ _ 4 O O TC: 679.13 i 0.1 r0 4
\ INV IN: (CB 120) RIM: 676.00 ii 2g., ro , ^�i INV EN:6fi8.11 DCB 107 ` 4.0- v
p / INV IN672.18 { } � -: � ,2
667 96 INV IN: 671.49 �; 0 /� INV 0 T:665.89 { I INV IN: 674.38 ¢C_ -
�� - 0 a. 0o OQ o 0 BOA /:� INV OUT: 672.18 r NV OUT:674.18... 8 ��•• , ¢,Yj ,�� o C
\ \ '� ' INV OUT: 671.34 _S��sa •� SO MH 23 10.26 AC , DI 93 0.99 AC V ' 1 II ®0.5 " 0 o p i c�,0
1 r j DCB 117 5.07 AC g, O• - % LIP: 677.80
f ` ®' 6 % _ - RIM, 677.90 DCB 77 0.67 AC f i
TC: 675.75 0 e INV OUT: 674.36 1_
INV IN: 671.74j �f TC: 678.06
INV IN:667.35 (CB 116) \ �' us u� o L0. 3� ? INV OU :671.74 '� `r ! �, �
1 i % O,o,g' 4 Oy 2 ` CB 79 8.77 A INV OUT:674.12 0 �. = TC:
INV IN:671.67 (DCB 119) �,� , a; o ® R 9 I TC: 677.96 = o� INV
INV OUT: 667.35 a� M-� \ 0 c ,� �` _ -
/ sn �',� j'C1 N ® .SO p \ INV IN: 666.96 (CB 78)-
{� i g�' u��.9 OO VQ a 1 INV IN:673.83 (DI 93)
-CB Ila 5.28 AC ,nt ® �'',��. Gar 0� \ '+ I INV OUT:666.56
/ 1 TC: 676.31 ? D' �� ti \ - 1 101.1T_ cy (aj p CW 0S 1
NOW, OR FQ �� RLY �� L _ � I , � ``-:� � ' � ,�y, _ - INV IN: 667A7 � N. `30y�OQ, 'Sps.o p`L o' ,1 \ \ � � C$ 76 7.69 AC S \ • - � 6„ �C,p ,'a r ,Z 36"
TC: 678.50 � 1 - f ,
1 INV OUT:666.87 \
% i
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ENV IN:667.47
TI E SAV ✓ 09 0o R UI� _ I i
D'ED: 6616T 89 �� Q _G AREA / /'I� INV OUT: 6fi7.27 �I - TG: 679.49 4 !
_ i -, MH 9 22.82 AC / J- /'', SOg \ '"� INV IN:672.64
°i PARCEL 1108 S� 1 005 E '� 0.645 �- [ RIM: 676.8a- � \ � �\ ° � ^ ® 0 0.60% ' � I INV UUT:672.14
- p RCp �� DCB 76 6.18 AC I i
,- "�' INV 1N:670.74 ° � / O' � ° � e}2' ,d � y i-
HW 12 4.85 AC _ °1 � T a � TC: 678.06
.) 0' /f
--D�N R-�0 '� C INV: 669.82 "'` J INV OUT: 670.74 ,_ O� ��`� �G °�" / OF 1 a 51_.7 98.08 2
\ l C ® - �O / v o 4 7� I� _ 0 42 15 8 J 2� INV IN:671.21 (DCB 75)
y RIP RAP FOR INLET PROTECTION 1 1 1,0 Cy a.u� 2" �. p p i INV IN:673.97 (DCB 77) 7
- - RC
*CULVERT INVERT BURIED 6 BELOW ,' ' `- GQ �`®O / /' T 0 '4CR cv ry ®0.60% cD ,
r � f
67g I ,\
-: � �- --- - / � �` '; sr - -. FaR FUTURE Q, 0. °`�` � �� � - '-
I NV OUT:671.01
F EX. STREAM BOTTOM. PLACE RIP RAPS _f I /j ,5rc - QNNECT DCB' 91 6. 3 AC
ON BANK OF CHANNEL ONLY. DO / 4r DI 1 9 9 A CB 92A 6.87 A _ r
NOT DISTURB CHANNEL BD T - - sU,o �. / LIP: -IN:1 I r
�, TC: 679.14
d C a? 'o �r.1L1 0 �` TC: 679.50
1 % _ 1_ MH 10 27.6 AC s- o -- - - / CB 92 7.19 AG -__ -
,.
'�_ B 108 5,46 AC a , INV IN:668.61 INV 670,40
S :, „� / INV IN: 5 CB 80A} INV OUT:668.41 INV OUT:6fi9.90
r RIM: 678.80 -- o. TC: 676.31 - CB BOA 13.53 AC TC: 678.55 f
® INV IN:666.75 INV IN: B6 CB 108) i 1 I i 7
I INV IN:669.78 (MH 9) r,< TC: 676.59 INV IN:667.82
' - � �'! \ I i:. � -- , I' � � � INV OUT: (STUB) T __ - Qr '�• � I `_ ..
- --- A IN IN:669.74 (HW 12) C;P INV IN: 66 9 STUB INV IN:665.77 INV OUT: QQ
- - - 1 ` } - r�' `L R �° - INV OUT:665.60-�e� �i-
1 INV OUT 668.25 -�� s�0 -- INV OUT: 665,77 _/�
r�o - �� 51 NOW OR FORM RAY
,
\ - CB 94 0.11 Ac - -- - - - ^ - - r--' �--�/ .-- NOW OR FOTWE`LY , PAME A - H: ME_ E'ER
676.80 'n ,.,,® MH 2 19.45 AC f ` - _ 1 �� 1 - r ROBERT E. C�1CH�p'�N &,? �t` DEED:1370-- {1
J f211v1: 678.30 V i \,. -j _� �.` - _ _
i INV DUT:672,86 / _-_ FES B -'z TRUST
, r . ;1l I �� i :_ �y �` �?' 2 . �, - � � _ I �lOA�N- A. C0�'HRAN �, � --
s _ / \ INV IN: 664.89 0& 3 -11� 1-- - - ';PARCEL.
` i \ Cb INV: 671.03 \ - \ - �" DEE.D:6 55=37 ;ZONING: R-.15-
r / d / I INV IN: 667.09 STUB j l' - r� ��t�� -
i
- L� t c� PARCEL 08 1; _
_INV OUT: 663.75 - J� Q
1 F t *C O
� - � _ _ _ W:18.5 X L.16, 0' � V� _ b_ _ - �5 •bra � � , �. ,^ � - -
o - - _ f ZONING:
HW 11'
Q -- '� o �-15 r'
6.D" D RIP R P� �- IA, R A
INV: 667.98 �-� 669, I � 1 NOW DR FORMERLY O �. V - -
10.0 MIN. DEPTH-`, CZ trs� � � *P•
�C h l N
Q - ; , V. 7. - - - STREA I a tF7Us o a Cs
RICHAR� "L BR�GC� c�C t 1 8 i J tL TAIL DITCH FROM ' d z t� O t" t�tr5 G� co oyl
� �,i STE ENS, MLL
- - -r + - -
I W:23.0' X L:20.0' GI \� C ) z t- VV
c� MASK 2
4
--DONNA BRIGGS Av � 9.0" DEA. RIP RAP � � �A�� �/: - �.�/I OUTFACE TO STREAM d �� , � � N t�s t�7t� � p ! �� o� n �,` � 1 �u���
/ �: / \ ll BEGIN G o c� o��-=t� SECTION 1
I % _ A / CB 83 19.66 AC 1 - _ 1,A0 o r� t o� cr 1? z -
,/DEED:NIA" // , -1 Tc: s7s.8o * J �o c� zy o d v, wo PC D 997
I/ ; r' 13.5 MIN. DEPTH % t�7 _
-
1' _I X
REE 5CULVERT INVERT = - y - CB 96 0.80 AC J`iCam] ,;j p_p,Cx1 IPARCEL 08 321--005F INV IN:662.58 MH 82) BURIED 8 BELOW EX. v _ �- V �_l - t�s �z�. .' O'- ;o� � tF1 t
\) t TC: 674.38 G ° / ( ARE/ / - - C� U1
�`1'' �°� /' INV IN. 672.67 (CB 94) - STREAM BOTTOM. =� .='- _, ' - Ar � _C5 �p p.. 0 ,1 I *- J��
= A / INV IN: fi70.44 PLACE RIP RAP ON ��� O .. I
/ r a II�G: R-2 c�
Iil�rr I s-- INV OUT:670.24 >x�l'O' /O! ' INV OUT:662.58 �� C1 • � tom' . ]
4.1 2 r i d t" G- cs \
- - - - l
8 /� \ Q iJ� ; I �, 1 BANK OF CHANNEL SOT r ' I n �Z - p t�� a �� c_at- � �i_� 1 `
� �r�- I ONLY. DO NOT DISTURBS ` - -, \ / ;'� O-� r l'- 54 I
66 �' / TR �E11 4 \ HANN L BO TOM. -off, I o I C
` . TS° g AREA 0` u- - A/ � - �1 ' ' a r�i - Q t� a� -V cry r 55 5
r/• ,
DI 95 0.3fi AC \�
LIP: 676.70 15. U.
INV OUT. 672.26 q 0 OSSOp 0. 11 AC. m` �+ �'' yrt7 \N'j b jj o �y 7� A q
t�' �` ��ii �� �U
�C3O�O Yr'iV 55 \ �1
�, 1_ �N�kW OR FORMERLY d'-- __ STEVENS MILL \ \
1. WIL TAMTaW © tss' � PHASE 2
57
\ - ,' CB 42 57 AC \ CRY TAB:' ANN,/ SNOW . �- `
\ f - S�" �� 1 I nt" 59 SECTION 1 l
%[ f� \ - ���, �- "�� r' � O 1 TC: s74.3a \� �_ SEED:. YIA � i -��' ��,� �\ �� �� � `�` � � � STEVENS MILL � PC D-9� \
INV IN-661,81 CB 83 `�.
1 { ) .PAR EL78 31= 064 �- " +-4 r- I STEVENS MILL
0 INV IN:670.10 (CB 96}'� - rC� CrT]� cti✓34 PHASE 1 1 _ l -
[, OW. OR FORMERLY--' V �0&)1Na- -€� 15 � � � o PC D-667 y � I PHASE 2 \ \
INV OUT:661,81 `+ F csti l `�
E Ei�Y K RI D APRILE SECTION 1
6Q PC D-997
r �' DEED:5965-23 r <" - -
-, DI 9 1.91 AC, �I 19-- _� � !PARCEL #0$-3�1 063 �I� � F�
1 1 FORMERLY -`` jf - J BONING' R�15 S1 �- ��� S9
0 w Q^ LIP: 672.6a - o l \ 62
'MORRI_S LIE,` RUSHING INV OUT:669.16 _1 �.� J 64 S�
i SLAB TYPE 4�� CB 99 2.39 AC2
LEGEND
I - TC: 672.23 \ \ I
DEED �'Ar, s '" � � - STEVENS MILL � � -
I PARG�EL DS-:` 1QQ5D I ��U' - INV IN:667.14 PHASE 1 \ \ \ CB - CATCH BASIN
'�/7 Iyyy���\l7'fr, v/y� _ �• -2�W INV OUT: 666.94 - _ ,y\'C D 667 _ \ / I I 87 SB - SPLITTER BOX
\y�v�� ��® ®' Rc --- - FORMERLY\ SS DCB DOUBLE CATCH BASIN
CB 98 2.25 AC S8 4 '��' ro BRISTOL & \ r I I
DI DROP INLET
0 p �� MH 85 22.9fi AC
TC' 672.23 R I/ ^� RIM: 670.35 : `PRISTOL �� 55 DDI -- DOUBLE DROP INLET
INV IN:668.23 ' ®7.� Cp ' INV IN:6fi0.81 CB 84 84
I f _ �g { ) \ MH -MANHOLE
��' INV OUT:667.28 `- � ' INV IN:665.93 (CB 99) 0513 � 349 , � ^'� r•/_V � I 1
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-INV OUT: 8 - 321-- 062 �--' \ e FE5 -FLARED END SECTION
10 _ _ l I STEVENS MILL INV -INVERT
6 ' �i I SI PHASE 2 I TC- TOP OF CURB
CB 13s 0.3s AC '' \ �I® _ Hw 8s - , f SECTION 1 �\ SDE- STORM DRAINAGE EASEMENT
TC: 570,63 6 - - - INV: fi6o.70 0 S 1 / ` �\ PC D-997 \ x.xx AC. DRAINAGE BASIN TO EACH STRUCTURE
INV OU :666.69 ( /
\'
w: 30.0' x L• 26.0' S. W.E.L. STORM WATER ELEVATION LINE
y
AN I + ` +� �' = 12.0" DIA. RIP RAP �' �� EN]�
! I 1'i 18.0" MIN. DEPTH 1 / �� I ND owE enu SYST,7�
LJ �J ! BEFORE YOU DIG 1). CONTRACTOR IS FULLY RESPONSIBLE FOR CONTACTING
( J � J J APPROPRIATE PARTIES AND ASSURING THAT EXISTING
v . _ Z \ f I ff UTILITIES ARE LOCATED PRIOR TO BEGINNING CONSTRUCTION.
/ I - - ! `. `•. `. '�• �O�° _ NOW 011E F�/RME-RL.Y� .,, ./ _ ! I 2). CONTRACTOR IS RESPONSIBLE FOR PLACING BARRICADES
\ 1 USNG FLAGON. ETC., AS NECESSARY TO INSURE SAFETY
!f T'0 THE PUBLC.
NW 132 5.18 AG Q- �7 '�O / ` '
E,TEhAiARIAT TFKLE A�2IAM iL STEVENS MILL
INV: 6fi6.50 �� / /t �ii� -' a `�,=._ `� � � F � 1 C 1 j1
RIP RAP FOR INLET PROTECTION ® II _ DEED' CSC 3-469 � 1 PHA JE 1 3). BE
PAVEMENT CUTS, CONCRETE OR ASPHALT, ARE TO
/ 29.97' � `'� I � PARCEL 08 321-0611 � 1 _ CE OLINA REPLACED ARTMENT OFACCORDING TRANSPORTATION AND O STANDARDS OF THE NORTH
t !' �- l �/ I PC D 667 AR
- -/ ! ,'` \ j ` CMUD SPECIFICATIONS,
24" RCP �I �_ ' ZONI1VG: R-15 \ �� f
, '1 Y �W Q1-1. �'•FQR�-I` ERL/Y I J ' S® 4,14% I/ _ + ! /may 4). SHORING WILL BE ACCORDING TC OSHA TRENCHING
\ 14.I I I 1--2-�� STANDARDS PART 1926 SUBPART P. OR AS AMENDED.
_ / CB 134 6.76 AC �I
MAR IS EMI I� USRING�,, JR. �� :..o
� 2 6T � TC: 669.20 ' 1 \ �" -\ � ��- �---- `a r I l I AVOID UTILITY DAMAGE
i f ®. 0' /= INV IN: 664.89 I_ 1 - ( '
,t\ D ED,Nl DCB 133 6.20 AC / as �p /" INV DUT:6�4.8n %`? -� - GRAPHIC SCALE
i PARCEL #KS-32 TC: 669.20 � � f 7g
INV IN:665.26 (HW 132) / 0119 ; Y �� s0 0 30 60 120 240
Z0NIG: R,- INV IN:666.01 (CB 136) / / 0 �ry `�S' HW 135 - -NOW !0R FORMERLY 1 '
_ CLINTOIV W. THOMAS, JR. 1 p I
INV OUT: 4.b INV: 664.50 J '
\ _ / / �g DEkD:5-5'72---792 I ( 1 STEVENS MILL
1 / / W:16.0' X L:14.0 `/ PARCE #b6-321-060 i j PHASE 1
f �-� ( IN FEET }
6.0" DIA. RIP RAP 'ii{ C� ZONINGS:. R-15 S PC D-66 7 I 1 inch - ft.
'1460
L--- I~ 10.0" MIN. DEPTH 5�� I ` �'a f -
•� \ f �,, / / / y � NOW OR FORMERLY'
ER
r
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IC A ASA "78% R
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I / DEED:5461-�86 1
f f
PARCEL #08 3q059
f ZONING: R-15 \ 1
- v /
STEVENS MILL
1
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PHASE 1 \ \
-PC D -t 67-� i
Q , \ f I
�,WV OR FORMERLY J !
DDI 140 7.15 AC
�++ -1 HA D H. .FORSYTH & I
1
I
- LIP: s74.1s _ } LA URA S: ,FORSYTH
-�I
INV DUT:67S / ADEED:8.63-610f'
SLAB TYPE T E-
LY ,�ONI�G: R�15
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-- `
\
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ING
\ NOW Op"'FORMERLY 76 ! 1
� GRE 'ffi�Y L. ENGLERT &
j
Up E,� ENGLERT
\� _ r -• DRED:1 35-271 70
l 9sAf' PARCEL #i08-321-057 \ 1 f ��1111If1111/
I 6 \ ZONING: R 15 H CARD
NOW a,' FES 141 �� _ �. �• - .r . 2�S�VVE}�A
G^ARC)LL INV: 869 54
V: 61-
ll11 `DE� D: W.16.0 X L:14.a
PARCEL 07 6.0" DIA. RIP RAP '`` �' \ - 'NOW �R FORMERLY 7/75 = �17637
E!V •' -
ZONING; 10.0" MIN. DEPTH' �\ t \1\ \ I,, �ICHARD E. GUBB & - NS..
TAIL DITCH TO
GRADE
\ -08
GRASA DRA BGRUBB rc
� NNA K
DOd-DDEED:6184-7,30
� -3�1-056 #
f
a ■ TiI _�9 - -
NO.
DATE
REVISION
BY
SHEET TITLE
DRAINAGE PLAN #1
PROJECT N0.
SCAM
l,p=so'
DATE
01 /02/19
PROJECT
COURTYARDS ON LAWYERS ROAD
TOWN OF STALLINGS, UNION CO., N.C.
FOR: EPCON COMMUNITIES
DRAWN BY
VGK
CHECKED BY
YARBROUGH-WI LILII S & IHL®um, INC.
Planning o Surveying oEngineering �)(
730 Windsor Oak Court P.O. Box 1198
NC Corporate Charlotte, North Carolina, 28273 Pineville, North Carolina, 28134
Registration C-0475 704.556.1990 704,556.0505(fex)
DRAWING NO,
A
SHT 7 OF 54HTS

.p \ �/
LEGEND
BASIN ld�t f ! f { / CB 31 1.28 AC s 9 �O� Q. °� Vj►' 1 1 l
-� ! TC: fi88.81 Rr. � �G �
86
SB - SPLITTER BOX � � � INV N: ss4.61 24?.65 0`�1
DCB -DOUBLE CATCH BASIN / / INV OUT:684.41 - RCP
DI -DROP INLET"br ` -,� �� 0�`,
® 0.6 0 \
DDI - DOUBLE DROP INLET
/ /' / DCB 63 0.34 AC
l Ll \
MH _ MANHOLE I / LIP: 689.20 . I o \
/ , ✓ f C DI 15 0. 9 AC / E \ , '0O�'o ��, ! TC: 686.90
0 \ '� �I .� O �� Q INV OUT: fi82.96
FES FLARED END SECTION / / / /' Gj"/
INV OUT:686.76
INV - INVERT / SLAB TYPE
TC- TOP OF CURB / / / �� // / �/ O CB 32 2.39 AC ®O \
81
SDE- STORM DRAINAGE EASEMENT / N Q % 86
x.xx Ac. DRAINAGE BASIN TO EACH STRUCTURE / / � � ' / i� i� , :r � � � � �� ` / / �, �,• �oo�l° g INV IN: 684.26 (CB 31) � \
NOW OR FORMERLY _ -- `'
� � / / �� � ry fi ro 0/ INV IN: fi82.37 (CB 66)
LINE h / ,�h a INV OUT:681.42 \
S. W.E.L. -STORM WATER ELEVATION E �
LEMMIE R USHING �c s f / ,� \
GALL 12
LOIS K. RUSHING - - l/ !i l' Q "76 / � / 1 89 v
NC ONE CALL SYSTEM Q� / l '
BEFORE YOU DIG 1). CONTRACTOR IS FULLY RESPONSIBLE FOR CONTACTING ]��j (� A i' / - / / / CB 34 3,30 AG ' \
APPROPRIATE PARTIES AND ASSURING THAT EXISTING DEED. 61 3 `� -' O � Q �j �] R f
UTILITIES ARE LOCATED PRIOR TO BEGINNING CONSTRUCTION. ✓ J ( U t�+�i O �`- / ' l / ' / r r \
-_ 19--062-06 UNION #0 (� / /�' t TC: 6$s.90 �?�o \ GB s1 0.4s AC \
MECK # ) / . % �/ / INV IN: 680.27 (CB 33) \ ®p 6�. \ TC: 685.15 p \,
2). CONTRACTOR IS RESPONSIBLE FOR PLACING BARRICADES 7�j�^I '[] "� - - / / / ��
TUSING O THE UBLIC. ETC., AS NECESSARY TO INSURE SAFETY � � - - - �- ZONING: V l...i . J. � - N 0 - - -- - ' i I �
_ � ,/ DI 16 1.94 AC '�� / / `r� / /O � �� I INV IN:682.82 (DCB 63) 1 '�, 6O�'.o INV OL1T:881.21 � \
INV OUT:880.07
3). ALL PAVEMENT CUTS, CONCRETE OR ASPHALT, ARE TO % o / UP: 686.75 C 65 0.40 A /2 /�/
BE REPLACED ACCORDING TO STANDARDS OF THE NORTH R
CAROLINA DEPARTMENT OF TRANSPORTATION AND I \ +' ~' t `- ' INV IN: 684.31 / / _ 7 �.,4Q•
CMUD SPECIFICATIONS. _ w _ __ _ INV OUT: 684.31 / / INV OUT: 684.27 RCp
4}. SHORING WILL BE ACCORDING TO OSHA TRFNGHINC� r ��'_.-. �- 1 - / -J SLAB TYPE syg, ^• / \ I \ / \S�
1-800-832-491B r
STANDARDS PART 1928 SUBPART P, OR A5 AMENDED. 4 f / / \ ;? ` \ -✓
A TI tY DAMAGE -ram �, i '
VOID u u D 74 B 66 0.77 AC d.� �� f -
•\ --_ - - ♦ { / - TC: 6$$.29�, { OI CB 62 0.83
GRAPHIC SCALE
_ 1 ! INV IN:684.12 / \ O >
f ' 2 \ ,�I \ TC: 683.77
�/Cj INV 0UT•683.92
D
� INV IN: 679.83
30 e0 120 2a0 1I : 886.40 67
9.60 0 INV OUT: 682.96 :
12
0.32 AC y / 1"`t\\V ®`S3
IN FEET 686.46 } / ��] O�,C�
= ft.
1 inch 60
CB 35 4.51 AC
iIC� cn Q 6 EA_ TC: 683.77 O A
DI 17 7.72 A CB 101 0.85 G q�V �1° �\ 8j r f INV IN:678.33 (CB 34)
LIP: 684.25 ,�� , 7 /
"-TC: 685.60
\ i
R
, _ A INV IN.679.49 CB °i
1 /INV IN.fi81.75 ti•
�h O 15 )
INV OUT:681.50' I INV 1N:681.66 (CB 100) ® f J \ g.
J INV OUT: 678.13 ,' � p•D�\ i
SLAB TYPE ,/ j/' INV IN:681.52 (CB 109)
INV OUT: 681.32 1 1'', e7 \ h \ \'� j z y0�
DCB 48 0.39 AC- �'
?.�
tad° CB 109 0,33 AC 1 'Id TC: 684.78 \ O fQ D-
y ���" / = // /' i2 } \ \ '
\, _ _ � i , q 7 . R TC: 685.60 I � O � INV OUT: 6$0.84
IVOW ,0 F RER v� -- - �i-� -'� / Nv our 681.66 f
- - Q J r. r' ' - \ \ { a� ` y�- -F-� /i/ ! \ / Q �S Co l / CB 49 0.70 AC 6s ' r'3$� \�(J� DI 45 .76 AC
tP D�/ ROBERTSJ J'�` - �`� - i� /� c, 8° .. o \ \ i
� ,� ,-�' � � Ii � � _ _ , � - - � �1 / �• 9 +� TC: 684.78 �® -684.
FEED:3a529� 68R - - _ LIP: 36
{ I`' `� f] �ti j�_��, y�=- t ~ c,Q I ,�`� p /�7 ; / INV IN:680.70 \S J INV 1N:6$1.36 \
PARCEL ' 19 7 0 �l _ _ .71
(� � `. � � r, ,� � - // CB 102 1.50 AC �, J ;� � INV OUT:680.50 \� INV OUT:681.16 � \ �\ f �
y f 7y ! 1 �' r - �,_ / - J / _ - - r 1 p% TC: 684.36 as /,/� 11 Dc i \ \\ j �> 4
{ i -ZONING: R , - �,r- - r -' � # ~� �s;--� \ -__ - � - ' � `y INV IN: 680.42 (CB 101) q`� 7 �C C� / I ! ° �o \\ ®5� 6�
r _ y , 1� �� .�� _�� - o S O• /� I - \\ o �G'. CB 36 4.95 AC
- QI 18 8.87 AC �j 9 \ 'A
_ i` I V IN:680.28 CB 110 _ N 1
R LY LIP: 681.75.' `- "�' ( ) q Cq �. DI 87 0.15 AC O, w �. \\ ,g�C',o TC: 682.61�
OW 0_�_-� ro INV OUT:680.08 S8y LIP: 683.50 \ O
%CB110 0.33 AC \ fL�. ! INV IN: 677.48 (CB 35)
w _ _
=- - H� L'IP D. ROBkPTS INV IN: s78,5a a / w w
i' - �; _ - -- INV OUT: 678.50 /� /// / 1 TC: 684.36 ^ /1 INV OUT:680.06 I
! 1 \ INV IN: 678.53 (DCB 60) \
r ' ��. ��� --AR 'ROB �'RS 5 AB TYPE //� ° / i �/ INV OUT:f80.42 �/ Ai I' r >3,�'>� 1 \� I A INV OUT:677.28
? f rl �� �� � t� it - } �� �` `�) `" `w���� _� _ _' YEED•4 83s5- /A ��° �v c�In I �> > ®o �� {� < v
I
�� rl _ � � - ' `� � - -_ 0 0 5� 1 / C� 25 / ��0 00 v �' \ O. 1 \
- �PAR�CEL,- 08-,..1�.,1- v �, 1vx 1 ,1
115 ) v ! v r ; �IL -
Dc 56 o.4s
DI 13 3.33 AC �I \/ /� i
LIP: 685.80 r� - r� r - - . - Qa7�.\\ 1 r \ qo Q TC: 6$2.60 O \ i INV IN: 6-1
L_
U ^� /
- _ � � DCB 103 2.34 AC � �o
_ G
INV OUT• 678.66
f TC: 682.39 ro V cSs \
DCB 50 1.67 AC �
INV IN: 679,34 _ I •OW 0R-�'ORM�`� _, � - -� - DI 19 9.57 AG r / � ' q' I ; � � + \ INV IN: 67E
INV OUT:679.14 pl 5 22.52 AC_ LIP: 679.25 �,�` / INV IN:678.43 (CB 102) X 'A \� TC: 682.60 � DI 46 1.47 AC �\ I
�O SLAB TYPE =� HW i 17.33 AC ����� LIP: 67fi.90 �'NV IN:675.96 - - f / �2 / `, A �,�' ® A LIP: 682.55
- 3O `'�i DO / INV IN: 578.31 (CB 111) 7S;,Ap �i / \ INV IN: 678.60 (CB 49) \ INV IN: 679.11 � \ >
INV OUT: O• '� 6'
INV: 677.50 INV lN:672.56 ® > >
_ I OUT: 67 .86 � \ NV 7 •6 5 DCB 56
l - � \ Q / INV IN. 78. 2 .� 6'
On ti' R c7 d.\ p ( ) INV OUT: 678.91 ®cS� .
DI 137 2.09 AC RIP RAP FOR INLET PROT C ION INV OUT: 672.56 - SLAB TYPE ,��o / OS.Cq jy \' \ •gyp \ NV OUT:677.57
LIP: 684.00 �° _ ro r \ . •j •j s� \
�o tp -INV OUT:679.75 r 245 ZONLN -.r: R- 20_ - `` `/ / / / oq -� \ B 68 0.65 AC
t /� ? � _ -- - i I CB 111 0.35 AC - \ , �
r _ SLAB TYPE Q. �„ _
_ ¢ �\ ` / / / TC: 682.39 / '�, = TC: 682.64 D1 3 21,09 AC � --- --� ��_ � � �' o � r \ z
�j r p ® \ DI 88 0.55 AG \ \ } \
1 O VOS ) �• p ,�0�1n LIP: 678.90 - / / INV OUT:678.45 - _INV IN:678.56 s� r •� \
h o,aG_t'6 INV IN:673.96 -2.- { vQ ( / . % �- "O INV OUT:678.36 J- �_ LIP: 681.50
INV OUT: 673.96 \ INV IN 678.06
_ CB 123 0.93 AC / r'1 ,Q�` co, w ® _ ., /_ 4� / 6\ ` ! Y INV OUT: 677.86 ?> t \
_ ! SLAB TYPE - ° / } ti r \ - �� \ \ ®x3 O i \ r DI 47 1.98 AC \
TC: 689.27 MH 2 20.66 AC + ,p O• \J i LIP: 680.55
t INV IN:685.19 1� RIM: 682,10 �24.88' y� -= - '� _ .� �` '� l CB 7 0.33 AC .-- > _ INV IN:677.11i
3B - / CB 104 3.21 AC : / f IR.J '� - I A \ /
INV OUT:684.99 Q INV IN:676.76 (HW 1) yp 2.24 �8'80' ® / TC: 680.62 ��� ;r % �� �/ TC: 682.64 fp �S3�S \ \ \ g 6' .✓� INV OUT:676.91
t7 9; 3 tJ / ® Ci
S � Q ,
INV IN:677.76 (DI 13) - I . �- � Y � RCp V INV IN:676.37 DCB 103 � , -L INV OUT: i p .p cP• \ \ ,
INV OUT: 676.76 _ 30 'S:f} f� ®Q. 8 /�' ( ) 6+ L" \ CB 69 0.93
`579 a INV IN:676.54 (CB 112) 2�; i \ �g _. \ S _ 1 1 0 :\ GB 57 0.4$ AC
-r-' r� rya • �j, 1_ 3g•- o / 7 °
RCp b NV N:677.65 -- - \ \ J / TC: 680,44
h � INV OUT: 675.59 " Sy 'DQ, • / j ., / / � � /� may\ DI 88A 0,85 AC
- !Q Q / AQ, A - > _ LIP: 679.90 INV OUT: 676.5D
�• 87q - h�L G' O Coo / s\ / ;' I N V OU : 677. 5 S, O 6 4
�4 ® RCp CB 124 1.16 AC { `l �_ DI 4 21.72 AC 38 \ \ \ \ _= INV IN:67 6 p
2y - \ INV OUT; 676.26 rk• G
3, �, LIP: 677.70 � �' D! 20 1 D.26 AC y .� � 6`,, /� ,p _ \;� - O � � ,' DI
,
I 0 TC: 6$3.99 -
INV IN:680.05
GB 22 0.64 AC ° -� 'j-� INV IN:673.36 ��� n o :� LIP: 677.10 CB 112 0.40 AC \'pf_ , g
TC: 689.27 i \ .L V' --INV OUT: 673.36 � � a �, / INV IN: 673.71 o� �,Q ° O T 680.62 j / X� `� i \ -\ \ ®\ - '�h Oh INV IN: 67,'
4
ca ` , `� INV OUT:679.85 CB 113 0.49 AC _ � �. 0 / / o � �.� I V DUT:676.68 � ,' � \ � � 0- CB 51 2.63 �AC 1
1 INV OUT:685.33 SLAB TYP _ /-? 1NV OUT: 673.71 : '" C'J O r / \ \ INV IN: 673
r i �j t TC: 679.06 - MH 6 22.82 AC t`�ri Cd} / SLAB TYPE / i '� o� O' 1 l �$,�7 ! / I I \ tp \ > >p LiV �'�` \ �s�\ TC: 680.44 INV
/ ti /` INV IN:575.69 DCB 50 -
i IN OUT 675.12 RIM: 677.90 1 / \
I i ca ca. 2C), GB 105 3.50 AC /� 5 5 4p'� s� o \ C 0 1.21 AC �\ \ \ ( ) �,
CB 121 .33 AC 5 `: INV IN: 672.38 ' �° _ \ \ i� TC: 679.43 /\ `g �[� 4a \ TC: 680.51 INV IN: 676,36 (CB 57) - OB
i 1 h \ 1 i � j >q �> .o 1\ r INV OUT:675.41 TC.
TC: 677.72 INV OUT: 67: 'r.� o \- INV IN:674.68 j ' INV IN: 676.57 \
j TC: 683.99 ^ ® 82p•79 INV OUT:669.68 1 / i / \ O CB 52 3.33 AC INV
� - �p �5" R�' NV OUT:673.78 ^�' �/ ; / A A� ?sz' . � '• �I �� / rl r V � � r� rr INV
� i / � $ -INV OUT:676.37
INV IN: 679.71 (CB 124} vQ. ° ® P o CB 120 0.34 AC r Q 9 b' f \� \ TC: 678.95 ®�§ cs`
Z SBq / �G / MH 7 22.82 AC \� ,iC„ \O\O, >� \ INV IN: 674.20 (CB 51)
�4 °
TC: 676.69 \ /� 5 ,
/ / RIM: 677.20 _--� _ -\ R Cl/�,-
h�``� a' dR�In INV OUT:672., M� INV IN'671.86 \\� ~\ ��� \ \ ��\ INV IN:674.88 (CB 55) Cif
�r 1 IN OUT:674.00
°
P_ V
�)11126 0.44 AC z �® z41200• - h°` INV OUT:671.86 S O / ` - f 'f { y G��o pG �' \
`� O -- HW 90 D.84 AC � " �. O Q ,, �I. � >d•• I
LIP: 683,20 CB 114 2.72 AG �'CP o a CB 106 3.80 AC �C C9 iNV: 678.00 �-�: 'p'� +ti`L °�° \ \' LIP:
89 1.17 AC ` ry;
%' ®095 ° - - 5� CS 73 3.09 AC \ \O�
/ NV OUT:679.7fi 1 TC: 679.06 9° TC: 676.65 1 /g H 2 10.26 AC �/ 1 ✓ RIP AP FOR INL T PRO ECTION ® ��? p. > n LIP: 678.50 001
Q TC: 679.13 _ _ a 2�
, ` ..�99• ®��"� _ _ '� G ° RIM: 679.00 �/ � � ® � � � � INV IN:675.06
' INV IN: 675.06 CB 125 N ' o ?C >' INV IN: 668.82 %�. p� I �, \ INV IN: 674,04 \ \
/ ( ) ���z4~ R �S�tT.o INV OUT: 66 �h r `? INV IN:672.75 - -- -- - �- �?'\ ® \_ INV OUT:674.$6
r INV IN:674.98 (CB 113) ~`I ®O,�Cp - O� \ a INV OUT:672.75 / O INV DUT:673.84 d\ �O 0•
ti INV OUT: �- ! A Q ° \ \ - `1' 6 C6 71 2.40 AC j `
! I DCB 119 0.64 AC ® } r' CB 74 4.36 AC �p� - CB 55 0.44 AC C
/ ,/ � I -- •-�. 1 a [,. �1° - � DGB 107 4.33 AC � %, � � a1 - TC: 6$0.51 \ � ®ems O _ � °
_ TC: 679.49 \
J_ TC: 675.75 / / TC: 676.65 INV IN:676.23 {CB 70) �a o�. INV IN:675.44 ro
1 � a•- 6 � � r TC: 679.52 g•
CB 115 3.37 AC � f s ry,.p �, 1
�d TC: 677.72 `� �',�`� o'' \ INV OUT:671,81 INV IN:668.50 - JtJr, INV IN:676.51 HW 90 �O n I OUT:675.44 h
- _ - CB 116 3.99 AC 9 �, �. ;✓ CB 80 13.29 AC f R ( ) �� o ,INV IN:674.04 (CB 73) _ \®O
--INV IN:672.97 (CB 114) 8 q� / INV OUT:668.30 ( \ ° INV IN:674.04 (DI 89) i
f i f TC: 676.71 0' \- / Sr '�_ G�s�°r - TC: 676.59 INV bUT:675.28 �`, °
INV IN:673.64 (CB 121} �� 6 O ,�^�'� q MH 22 10.26 AC - CB 72 2,63'AC IINV OUT:672.79
INV IN:67 . 6 (CB 115) MH 8 22.82 AC `'�/. "RIM: 677.05 1, ` INV IN:665.89 (CB 79) j j n ,
/ INV OUT:67 .69 { R ?sr o o TC: 579.13 01
! ` ;INV IN:67 (CB 120) RIM: 676.00 ii 2�, •p0,. "�� / • INV IN:672.18 INV IN:668.11 (DCB 107) ` 1 4 �' 4-0 C 1 g r� GQ - C(
/ \ INV IN: 67 .38. [t Q _ '
1 \ INV T:667.96 INV IN.671.49 �, ® o R Y INV OUT:6 2.18 INV OUT:665.89 1 2A _.. !�
Q o p. GQ: O Cq /'1 \ r 1 I V DLIT:674.18
�l 4 INV OUT:671.34 S �1° S
- DI 93 0.99
p. *�,, r '� M H 23 10.26 AC r I A;
1 65
DCB 117 5.07 AC h p j _ _' LIP: 677.80 60-
� � •- } � _ 1 � } r � _ ^ � 6 - _ �] 6 DCB 77 0.67 AC
0 / RIM: 677.90 1 INV OUT:874.36 rl 1 �� }J 8 54 0.33 A
TC: 675.75 TC• 678.06 cD
r a
INV IN:671.74
J \ 1 o U
INV IN: 667.35 CB 116 p c,� s v �� - V l '0 Lo' - '
( ) 3� INV OUT. CB 79 s.77 AC (,+ INV bUT:674.12 a.. .. TC: 679.52
\/ I _ INV IN:671.67 (DCB 119) a'.y ®:DS cD c I 0,,..?9. 66 ,` 1' �?' a� o
- - _ O' w. °1 � \ ®0 RC ,'- -- TC: 677.96 _ _ y • ,°o,® { _ INV OUT 675.,
ti INV OUT' 667.35 •o,?3' , � A INV IN: 666.96 CB 78
r`a. 4 s a, ,�o2g r qp,�Q ° \' INV IN: 673.83 (DI 93} _ o' a Q p' �Ijr
IN OUT:666.56 r S r, C8 118 5.28 AC �, ® 'O�. �- O� \ \ J 71+ cn 60�°
2R O, 'P�, �L � h \ in `' , g `� � ,� 0>t •7. �
1 In
/ \ { - ` ` - 7 ' rr INV IN: 667.07 `�Oh 'Op, sog'O a`b o \ \ CB 78 7.69 AC - S 6" RGP o
'Now OR PP_ �*RLY �� /) ® o D.
_ = f T INV OUT: 666.87 R "� Q �3 \ TC: 678.50 g0% 1
-_ r- FRYE PARTN Rs� LLC , -- - - r oU0 �o�° s ��..�24, ;� �, INv N:667.47 - THIS PLAN IS A FINAL DESIGN -NOT
DED:��� �7 f {ti 1 �/ �TE S v� r �\ - i - ^�^r 4i Q /QL,q '� \ �Irn INV OUT: 667 27
AREA -- % - - 82 - , S° �, ® ® 60 - R- i RELEASED FOR CONSTRUCTION
PARCEL #08- 3,21, 0,,65 a. � - � - RIM: 676.so , � � -- " �cp � DCB 76 6.18 AC
' ✓ ��� INV IN: 670.74 t� ` 0 42 , �-, TC: 678.06
HW'12 4.85 AC `'r�0 ti' GQ /'. OF 1 a� j 5�.1�' C �_�- 98,08' 2455 - 8 �_ -
ZONING R-8O INV: 669.82 _,`, INV OUT:670.74 p,__ ,�D�, Q �° �� Nv IN:671.21 (DCB 75) UNLESS INITIALLED
�DATD AS APPROVED:
RIP RAP FOR INLET PROTECTlO hq 1 U-o 4 q� , 0 42" RCP
r S_. 1 s Q �ti o./ 1.D 1L.Ln �2 N` o ,' ( } " V
I * �G ® /' , FOR FUTURE o!0 0.6�Po`, �'®� 0.60� �o _ _ 1 INV OU6T? �9 01 DCB 77 /
CU1rVERT INVERT BURIED 6 BELOW -- } / - APP1�0 ED:
EX. STREAM BOTTOM, PLACE RIP RAP- r - ro QNNECTON - i f IN DATE
ON BANK OF CHANNEL ONLY. DO �! CB 92A 6.87 AC DCB 91 6.53 A > j 1
/ / DI 1 9 9 A - -TC: 679.50 TC: 679.14
NOT DISTURB CHANNEL B0 T o.c�,� g�• / LIP: 4 ❑ n INV IN:668.61
J` f L '� CB 108 5.46 AC
MH 10 27.67 AC �- -' � s- ;a � - // INV IN: 5 CB 80A) � � 0 CB 92 7.19 AC � INV OUT: 668.41 -
�" TC: 676.31 , CB 80A 13.53 AC TC: 678.55
® INV IN: CB 108) -
} INV IN:669.78 (MH 9) ` INV IN:666.75 o TC: 676.59 INV IN.667.82 (j
1;���+�4 i~T �• r' _ `' 1 IINV IN:669.74 HW 12 L'' GQ INV OUT:666.75 INV IN: 66 9 (STUB} NV IN:665.77 INV OUT:667.62 - 4-9 -
- ( i ( ) ' `L ,, - INV OUT:665.60
INV OU 68.25 p,'L �4�° ��NV OUT:665.77 ILJ 0
52 -
1 2 19.45 AC
676 : r TC.80 I`7 - -- \ MH 8
Y'
1 RIlvI: 678.30 - r _ - �� FES 25B
INV OUT:672.86 _ - _ _ t
- �,�-� c Nv: 571.03 101r
IN:664.89 - ��
�> J INV IN: 667.09 (STUB) % \,�� f --' '� V: 6.4 -
`} '�j---'_!NV OUT- - , - j 1 I I�r--z - 'E
! rJI r/ ° J-1
r _ W:18.5 X L:16 A f� T�
O HW 11 Q 6.0 DIA. RIP RAP
\ ��C i -,' - 1 a INV: 667.98 - - - - 669.E -�
NOW OR FORMERLY /� � �O � ,� ,.o. � � � � �" � Q w 10.o MIN. DEPTH �
V.
_ _
_ _ V RICHARD_-LEE-- BRIGS �C = J ' 0 °' I i �.'. W 3.0' `STREAM , a �_ AIL DITCH FROM It
f W. 23.0 X L: 20.0 8 GI
! / r I OUTFALL TO STREAM b i1ti1111J11//
=�O-NNA BRIGG> 9.0" DIA. RIP RAPS _ � -�� BEGN_ G iI / CB 83 19,66 AC �_ 13.5" MIN. DEPTH CARO(
.nF DEED: X/� A r / % TC: 676.80 *cuLv RT _ z �' G� • �� I _ ....
- CB 96 a.80 AC �r REE Si E INVERTS �J n �`z
r PARCEL �.005F TC: 674.38 GQ INV IN:662-58 MH 82 ARE/
,0 ti ° ( ) BURIED 8" BELOW EX,�-- �5 �` �"-'�
I o ••,
' 4 .� / INV IN: 672.67 (CB 94) , j STREAM BOTTOM. -� •-r try
INV IN: 670.44 INV OUT 662.5$ - - - - I c¢~
-T�NG: R-�0 - - -1� PLACE RIP RAP ON
INV OUT:670.24 BANK OF CHANNEL O�t" o
ONLY. DO NOT DISTURB,-r d� O ,Z -�� C i I `p �..>fy It i
/ / R E �Allf HANN L BO TOM t� � - z o a� ` 1 1 L •'CINEF:.
4 h6 ?� fl t'` -- '+ ��- ` t=] a
DI 95 0.36 AC �„ GP !Sy '0 ,' AREA - - l `r� o v o� cT� o -c1~ 1 r-' •�F, �\
LIP: 676.70 �5 F? ® O•/ _ �'I J ---f -�• t O C ��� -1 �' fNT G.•� \\\
i, 09% o 'pCq _ ,/ 0.�9 7 AC. -
1 INV OUT: S -Q:d �p
8s �/� ' '�`I ,f r o 5 8
NOW OR `� FORMERLY . ` \ � ' �, - _ .ztk_'7�1 _u x*
NO.
DATE
REVISION
BY
SHEET TITLE
DRAINAGE PAN �2
PROJECT N0.
SCALE
DA'TEE-6°
01 /02/19
PROJECT
COURTYARDS ON LAWYERS ROAD
TOWN OF STTALLINGS, UNION CO., N.C.
FOR: EPCON COMMUNITIES
DRAWN BY
VGK
CHECKED BY
Ykptmoum-'Wrimmms & ] ouLE2 INC.
7eering
Eng
Planning o Surveying hyded
S30Windsor OaP.O.A k Court cP�Box 1198
NC Corporate Charlotte, North Carolina, 28273 Pineville, North Carolina, 28134
Re istrati _ _ C-0476 704,556.1990 704.556.0505(fax)
DRAWING NO.
SHT 8 OF 54-SHT5

/ 0 1�4 AC.
LEGEND '
CB - CATCH BASIN I I. _ MH 27 0.64 Ac C64.00• 1 I
SB -SPUTTER BOX / �~ RIM: 687.00 �15"' RCS FE 28 y _ = _ J J
1 / INV IN:684.56 .. D. "INV: 684,10 \ /
DCB - DOUBLE CATCH BASIN 5S E
/ + � INV OUT: 684.48 � V: 4,6 14 �
DI -DROP INLET / \ - / z_ W:11.3' X L:10.0' \
DDI - DOUBLE DROP INLET I''+ 6.0" DIA. RIP RAP NOW --OR -FO MERLY
MH -MANHOLE / t '� ` Z r' / 10.0" MIN. DEPTH
FES -FLARED END SECTION v � � � '' � I �' `� � / 1 � , L,��LL� E. COG GINS
INV -INVERT °', 1 i ;'�- OBIT FOX_COGGINS
TC- TOP OF CURB 1� l } I i / ip - y� - - DEED: W1 ��7E - 4 1� ) � \
SDE-- STORM DRAINAGE EASEMENT f j I °`�Qhe�° 'U �� IPARCEL f OB 3 � � \
x.xx Ac. DRAINAGE BASIN TO EACH STRUCTURE .NOW OR FORMERLY � � / ���,� o ` � `, - �O�VjNG: .�-2 10 � \
S.W.E.L. -- STORM WATER ELEVATION LINE LEMIE RUSHING`
L OIS R U�HIN CALL I
� r • r� � �,,,'' ', I ' �� _ 11 �� `, ' � � -\
NC ONE CALL SYSTEM i DEED . �V/A f 4� _ I -_�.� ` I - ���_��` ` `._ _
1 . CONTRACTOR IS FULLY RESPONSIBLE FOR CONTACTING ,' I
BEiCRE YOU DIG >
APPROPRIATE PARTIES AND ASSURING THAT E%ISTING '�j R �] �j /�
UTILITIES ARE LOCATED PRIOR TO BEGINNING CONSTRUCTION, ,� PAiL CL0V JG� OOCJ i I -� - �,� �, .,`-
( ` CB 29 0.39 AC \ M ��j �7
2). CONTRACTOR IS RESPONSIBLE FOR PLACING BARRICADES �/� j�TI]®rf� �� TC; 689.14 0 y�' aL d.'- FORMERLY
USING FLAGON, ETC., AS NECESSARY TO INSURE SAFETY ZONING: 1 v �.a 1 1 CB 33 2.82 AC f���I \
TO THE PUBLIC. \'
' DI 26 0.64 AC _ �' 'INV OUT: 685.2❑ TC: 688.05 10. ` �' _ _ r� �AM�'S ,' J;\ �*'��N�i IN /
f3). ALL PAVEMENT COOS, CONCRETE OR ASPHALT. ARE TO INV IN:681.11 (CB 32) 1, 1. ' 1
BE REPLACED ACCORDING TO STANDARDS OF THE NORTH � �` - LIP' 689.5a � _ i- � 1 � ` ��• \ ]��1 L{-�,]� 388 % � 207
CAROLINA DEPARTMENT OF TRANSPORTATION AND f INV OUT:686.06 t `-_ - Q " �` JINV IN:683.97 (CB 64) \ `'`" tr ,
unun SPECIFICATIONS. - O G ��° u ! A
SLAB TYPE {/ V,-,yap � � INV OUT.680.91 \ � PAR 0��381-046
1-aDO-832-4949 4). SHORING WILL BE ACCORDING TO OSHA TRENCHING ! ' 1
AVOID UTILITY DAMAGE STANDARDS PART 1926 SUBPART P, DR AS AMENDED. / - CB 30 0.89 AC ` _ ~/� �' CB 64 0.35 AC `. \ "ZONING.', �
- TC: 689.14
INV IN: a'.� INV ouT:684.11 - \, 1 1 '1 NOW OR FORMERLY
GRAPHIC SCALE p _ t- CLAIRE M. CONFER _
/ 1 NV OUT 684.86 M t \ 1 �} cc�� rr�� ry ry
60 0 30 60 120 240 J /i ® D�.� DEED . e J tl I l r `
PARCEL #08-821-044
t / CB 31 1.28 AC $ O t -
Tc: 2s8.81 °e-�� a° �� �` Qom+ 1 FIELD LARK -\ �, ZONING: �R.- �D.
( IN FEET) % / 51.65 `L " h� 1 ' 8 V A - �
�. INV IN:684.61 i �h.O. \ TRAILS AD,
1 inch = 60 ft. .. / INV OUT:684.41 ®4 RCP ®\ \ _ \ 1, �� iG B-1135�s \ f
Tti \ \ - - `` ` .�
1 / a.6D'� p� �4 ti
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DI 15 0.29 AC � V / �q 6 � �'$ �� 1' �j - 1�_
/ \ ovA \ , TC: 686.90
LIP: 689.20 / �� �, \ -yl 0° Q INV OUT:682.9s A \ < \ LI,�' M. MCCSILL C
INV OUT:686.76 / I � / / � 1 �.° ����° 1, �� S,U� A. �MCCASKILL .-
SLAB TYPE - _�`/ r/ � �; --.- �
0/ CB 32 2.39 AC �•� O' \ f r✓ �� D�E�: �A
I ! TC: 688.81
D� 0 n 1 1 \
8 3�1
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r Q
0
v �° � INV IN:684.26 (CB 31) I l S� �
Nhsto/ INV IN:682.37 (CB 66) \ i .f" - 1
�ON NCr. �'-
i/+��0 INV OUT:681.42 \ `} s i ` ., _ /a \
89
76
TC: 686.90 ���',r,�`�o \ CB 61 0.48
INV IN- 680.27 (C8 33) TC: 685,15�-
- / ` INV IN:682.82 (DCB 63} \ ap�',o INv ouT:6s1.214~ ��� NOW OR FORMERLY
r DI 16 1.94 AC �`` / / /Q INV OUT 680.07 1 I ` 1~ _
�� `, s i� _ a- r - - -
�T. MOSER
, LIP: 686.75 / GB 65 0.40 AC ,?4 � /� f �_ , � � \ � _ , ', � `\� r _ \ '�EE� �
i INV IN:684,31 / TC: 688.21 15
30 , y v - - DEED:N/A
INV OUT: 684.31 / / INV OUT: 684.27 ® Rep / ,� %'? A �o �� \ ;�
SLAB TYPE / °s�° c-/ ^ \ r 1 \ \5� J \ \� ` - -- \ PARCEL- ,08-821 010C
r / / CB 66 0.77 AC
74
f
68&29U -
f CB 62 0.83 AC \
f 1 INV IN:684-12 / �_ ��\ O \ '
INV OUT: 683,92 1 44 0.2 AC \ } \ �' IN 68679. \- `
/ 6 _ \ ,`' ®Sti 6+ INV IN: 679.83
UP: 686.40 \ ` 'P�I�"' INV OUT:679.63
A / � � IN OUT:882.96 V\ , A � �V � � � O� 'c'
/ r\\ :�s��� �� V j VDT �+
Ice 100 O Q�,\
--�� TC; 686.46�, �'i / �C� - 1 I l
e�rC� - _ � � \ \ t�
i DI 17 7.72 AC "�' Q b' 6' TC: 683.77 \ i
v� _ \ NOW OR FORMERLY
,�� CB 101 0.85 AC �o V �l° � �% INV IN:678.33 (CB 34) � 00 Q 11 (� �'► ,. REBA �. MOSER
LIP: 684.25 �°�',. �� ) /,l - \ o, G j A !_. CL -( �. - A I
INV IN 681.75 /� TC: 685.60 ^h O / _ \ - \\ INV IN:679.49 (CB 62) i `L, �� - '
i (/y �! ' A 1 1 / DEED:NIA
i ✓ ' (('�� T
{ INV OUT:681.50 INV IN:681.66 {CB 100) ® / J .\ �, INV OUT:678.13 O.D s7f,, o
1 r SLAB TYPE / / INV IN:681.52 {CB 109} /% 1 •fir e7 r O� \ \ ® \ PARCEL #08-321 -01 0E
1 1'� A V\ A �1 �'� O^� �O� l� DC9 60 0.32
%' INV OUT:681.32 L
o _ _ -I� , � Cp DCB 48 0.39 AC '� \� \'� � / � , ®�° p TC: 682.61 �
rf 1 rod CB 109 0.33 AC 1 1 _ TC: 684.78 '�\ t I j \I �,ia0p" INV OUT:678.67 1 1-.� 1 \(•� I
TC: 685.60 OO V OUT•680.84 r! \ A
WV OUT: 6 1.66 tip` QGQo�° \ I` �' c] ('�
�Q11 Its GB 49 0.70 AC �h ��� \�, DI 45 0.76 AC� ,Ci e.�
�/ '� I I Q $ TC: 684.78 ® LIP: 684.80
- Q l } r� p cc /� I INV IN:680.70 A INV IN:681.36 \ O Q
CB 102 1.50 AC' .}° // INV OUT: 680.50 \� NV OUT:681.16 % X� `� �ti ��° ,3
a / TC: 684.3fi�� p /� �� 4k f" \ ? O V- v�
INV IN:680.42 CB 101 h' 7 ?� Q ��s ® -r
DI 18 8.87 AC O ( ) ,O ®S� DD.9 / V \\ ®O .'A 06', CB 36 4.95 AC �\ -1 - LV a \ l \
ti INV IN:680.28 (CB 11D) �� R 1 0.15 A A 1 CI TC: 682.61
'IRLr LIP: 681.75 " �"�' INV OUT:680.08 DC',o -L. 187 �,v J vv 3, A j
INV IN; 678.50 % t $ CB 1 0 0.33 AC / �/ LIP: 683.50 O f4 j ( ) r3-, V. \ _-. ` Cam. ~'•
3 5 // ! I TC: 680436 INV OUT.680.06 \ INV IN:677.48 CB 35 cs s i ate+ J 1 \ -
- INV OUT; 678.50 . r / �; / ��y\ \ ! �\ ENV IN: 678.53 (DC8 60) \ 11 � Op, t/ V 1 r \
5 SLAB E �/ / OUT:G80.42 ��54�6, V' 1 v A NV QUT:677.28 1��C�o v DCB 59 0.49 AC v� A
i � � 7r' �' O � \ . ° \ TC:--
\- \
3 \ ��� j 30 J 11 0�O°' \ 7 1\ \ J INV OUT:676.92 1 V A
`�.� / } O' ao ; 1 �,A o, ��b A I vo I' t v �O
0.V A j l 115
1 8� \\ � � , `�,�' G ,� e7 I-
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31 V ��: �� \ O O DTC 682.60 AC �, \ / TC: 680.86 V•� AREA l
O Q \ INV 1N:676.D7 (CB 36}
/ DGB 103 2.34 AC "� I X / %' t D� G INV OUT:678.66 O, \' 4j3,2 ABC
.-� �. �(° \\ INV IN:676.78 (DCB 59) \ c \ I L I
DCB 50 .67 AC h c��
.25 �` / � �, X �I : A ,- i' \ � O. , DI 46 1.47 AC ;�� INV OUT:675.33 '� `O \
ti / INV IN:678.43 (CB 102) o l ) i 'P�, TC: 682.60 ® ?� LIP: 682.55
96 0 / INV IN:678.31 (CB 111} ?g0 / Q� ' _� - \ '� ,, INV IN:678.60 (CB 49) \ 1NV IN; 679.11\ ` ' \ \F
.96 "PE cod / _ INV UT:677.86 54, �• \ t7 �._ _ '`J.\ ®p \ INV IN: 678.52 (DCB 56) `1• INV
- ~ /// QS• 1 / \ O \\ INV OUT677.5 \ cp
� \ I,
0.35 AC - - = A CB 68 0.65 AC - \ J °
CB 38 6.27 AC a�
P ,
682.39 / 'L, TC. 682,64 F� \ TC: 679.34
/ ® l _.. DI 88 0.55 AC \ \ S i�
.45 \ O' INV IN:678.56 \ to f ! \\
C, INV OUT:678.56 LIP: 681.50 / \ \\ 4 a \
_ � \ � '° \ , � lNV IN:674.05 (CB 37) 1 INV OUT- 1
INV IN: 678.06 I \ INV IN: 675.26 (DCB 58) �\ {
fNV OUT:677.86 cj \ \ INV OUT:673.81 rJ �\ { 0 OR .FQIJ M,�RLY \
®`�az3 6� \� r DI 47 1.98 AC \ g l J -
��D�\ \- - v p ' J LIP: 680.�5 KENT �'. G�TN�V & �
. , _ IN:677. 1 h '� INV 1 -
CB 67 0.33 AC � \ �
CB 104 3.21 AC _ - � . - -
TC: 680.62 / 5 I TC: 688'60 co - ®`s' O \ \ `� ° INV OUT: 676.91 \ j Z4.O0. _ r _ 1 1 � 1
INV IN:676.37 (DCB 103 �' INV OUT: p ,p ds. \ �\ �1 �i \ p� fir? \ �s"`?4, ,'�O �`' 15 FiCp ,- �`] 11 �\,- L�FFiD:%�'8 3��6.`
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INV IN: 676.54 (CB 112) ? ' / �� O \ CB 5 0.48 AG o C, �° ®0 `_ _ 1
INV oUT:675.59' 70, { / / j< ° TC: 681.59 \. ��;\ DI 88A 0.85 AC / jam;.• �• p k
/ �' / 6 INV IN: 677,65 -- - \ j LIP: 679.90 TC: 680.44
` �� \ i \ INV OUT- 577.45 �3
S y INV IN:676.46 INV OUT:676.50
l
20 10.28 AC % 8$. �' \J \ \ '` UT: 676.26 \ _ O4 Q / \' / DI 40 12.16 AC -♦ r - i ' - -- �' 1
P: 677.10 GB 112 ENV 0 e, G. \ \ ;'
`L °I LIP: 67s.5a ♦ /
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IV IN: 673.71!/ c,Q0 T 680.fi2 _- / x 'O \ INV IN; 672.24 DI 39 A \
IV OUT.673.71 �`�� I / A' \ TC: 680.44 ® INV IN:673.17 CB 53 \ L��_
/ I V OUT: 678.68 A \ CB 51 2.63 AC " ( ) / j LIP: 678.80 1 f 1
AB TYPE � o' I � � � \ .� - � � \ ,J ( ) .� INV IN:673.31 (CB 38} .f 7; \/! � � � � `�\ ,� �
' ry® / / i S8 O �j D' \ s \ . INV OUT:672.04 ! \' �% {` THIS PLAN IS A FINAL D�'SIGN-NOT
0%47 \ Q\ ° INV IN:675.69 (DCB 5D) r INV IN:675.21 (DI 47)
CB 105 3.50 AC 1 5 / 1 / \ - - ` �� Q �CpO. \ CB 70 1.21 AC \ \_ INV IN: 676.36 (GB 57} L j CB 53 3.64 AC / //� INV oU ; 672.61 '� �`
TC: 679.43 / TC: 680.51 \ INV OUT:675. 1 - �---�
i 6,2-- - �e A TC: 678.95 f RELEASED FOR CONSTRUCTION
INV IN:674.68 f 9 INV IN:676.57 \ CB 41 12.61 AC �_ \y I
/ r O INV IN:673.86 / �__..•
INV OUT:669.68 ,� /C� 1 \ INV OUT: CB 52 3.33 AC h �,Q TC: 678.05 i 1
91 \� \ TC: 678.95 ®C',�,� INV OUT:673.66 /�1hi Q�° INV IN:fi71.sa J F , `� J � UNLESS INITIALLL'D DATED AS APPROVED:
/ ( I 1 . h ,-
\ J \�- , " / cQ ? INV OUT: 665.81 \ -- `, ��\� INV IN:674.20 (GB 51}' o � �. \�, h�a' S6,,A0 - I '� � � � �' � � " � APPROVED:
�p A �/' 1 / 1 • \ \ A \_ - - INV IN: 674.88 (CB 55) ;� oA O / ® ®' p. �,
Q. - �'�\ INV OUT:674.00 O �O Ge ° ,,,47� - O �co - - - /' 1
! ! �j . G Q �' \ �, '�l „ -S T _ r i INITIALS DATE
H 90 0.84 AC 1 R. O•. ° 1
INV: 678.00 1F1� S�`°% p,. �Geo . I cS _ bs ro -
I / DI 89 1.17 AC r , O Ap '.4Cp HW 43 -_ } f 1
Dg /� 1 ®� ��'h� Co 73 3.09 A \ . 'A \O, LIP: 678.50 I\ 0\ �f� �5 sr `Sp INV: 665.44 I - ;
10.26 AC 1 / 'RIP RAP FOR INLET PROTECTIO NI? p. C� 0 - p9 7X, t ,
RIM: 679.00 �/ . \ ,'' I ® \ \.a \- INV IN:675A6 'I \ j � 2�'� RGP / �% ° ®' ' '00, V: 8.5
INV IN:672.75Oi, INV IN:674.04 ® \. INV OU7:674.86 2� $ W:25.5' X L:22.0 t
~tea O' 6 INV OUT:672.75 / - \ \, o�• GQ 9.0" DIA. RIP RAP i Q
O INV OUT: 673.84 O O O• k p' ._
CB 71 -2.4a AU '�f � z
C ® DCB 107 4.33 AC } F' �'' CB 74 4.36 AC Og ' CB 55 0.44 AC ;\ g Q - ,gyp ��, ,
- . 8 � � �� �j$'1 - TC: 680.51 \r � ®�'� O ° TC; 679.52 � O• �G � 5, g � 13.5' MIN. DEPTH _.,--
/ TG: 676.65 ( p \ TC: 679.49 \ ° O , Q
INV IN:668.50 �'- INV IN:676.23 (CB 70) a, A�:6�. INV IN:675.44 h
INV IN:676.51 {HW 90 �� ` s� -0 1 i ) INV OUT:675.24
ji /' / CB 80 13.29 AC ) INV IN:673,60 (CB 73 -®O
Q INV OUT: 668.30 Q) \ INV IN:674,04 DI 89 rlll,` \
A h CI ° TC: 676.59 � - � INV OUT:675.28 � '' ( )
� _ _ � INV OUT: O Q
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INV IN.665.89 CB 79 � - 1 ��. o
? � � '� h 677.05 -- - A�-
tiD h�i O' t INV IN 668.11 (DCB 1 a7) _ - ' �i TC: 679.13 24.00 ®O
p. /• INV IN:672.18 � INV IN: 674.38 RC ') A i J G _ a \
R lNV OUT:672.1$ iNV OUT: 6 .89 I 2�+ . 8 2jr4 �,_ - 'ic ��r R o - f, \
NVOUT: 674. 8 z �� DCB 7 13.56 AC _
r 0. Z76f N UI ® TC: 678.05
D / MH 23 10.26 AC DI 93 0.99 AC �, 1 f Qs ,I p�h y . r y V�
j0' INV IN:665.69 CB 41
LIP: 677.80
6 DCB 77 0.67 AC ' ' i D �� O - CB 138 0.30 AC ( ) )
RIM: 677.90 1 TC: 678.06 f J CB 54 0,33 AC INV OUT:674.57 INV OUT•665.69
E a / INV OUT: 674.36 ` ,Q �J I / �.� TC: 678.51 INV IN: 673.92 (CB 138) _
INV IN:671.74 +, (JJ r
U) C 3'CI.> INV OUT: 671.74 CB 79 8,77 AC iNV OUT: 674.12 0, s� �. - _ TC: 679.52 -
!CD ®D"1. ?9' _ TC: 677.96 8 J 1 o� _ INV OUT:675.58 1
�@ 0 :9c, � INV IN:666,96 (GB 78) _ 1J 6�`� v� f CA `y p`,® _ 'r _ �? //�'� _ _ ��r at Illlfl!
00 �Q ° �• INV IN: 673.83 (DI 93) _ _ o �' o O. Jl \ 1 V 3 f" tN CARpI����/i
rye, �h0�1` INV OUT: 666.56 mil,! ° --'j J� LO
0 P•C =O�••`•• 55••' �9��i
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JLONNECTLON n.® nrA 01 a K1 en
NO.
DATE
REVISION
BY
SHEET TITLE
DRAINAGE PLAN #3
PROJECT Sao.
SCALE
� „_��'
DATE
01 /02/19
PROJECT
COURTYARDS ON LAWYERS ROAD
TOWN OF STALLINGS, UNION CO., N.C.
FOR: EPCON COMMUNITIES
DRAWN BY
VGK
CHECKED BY
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Planning o
7Windsor Oak co,,,ttveying G2108) n 98rrng
NC Corporate Charlotte, North Carolina, 28273 Pineville, North Carolina. 20134
Registration C-0475 704.556.1990 704.556,0505(tax)
DRAWING NO.
C
SHT 9 OF ad 8HTS

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MOR$IS LEE;' SHING ( _ _ _ � y �� / \ SSECTION TILL
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j J:.,/ =L- - �. ! f CR.AIG 4_ BRISTOL. & ', \ _ ff \Y I I BEFORE YOU DIG
` APPROPRIATE PARTIES AND ASSURING THAT EXISTING
\ r "I�AREN L: $RISTOL F f 85- I ` / \ UTILITIES ARE LOCATED PRIOR TO BEGINNING CONSTRUCTION,
NI H 85 DEED:4058 a49 \ \ 1 / / )
2. CONTRACTOR 15 RESPONSIBLE FOR PLACING BARRICADES
PARCEL #08-121-062 r
/ / / \ USING FLAGON. ETC., AS NECESSARY TO INSURE SAFETY
/ I' �� -- ^ z S i 4} STEVENS MILL /
/PHASE 2
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HW 86 JE 1 — — — — — 1 / BE REPLACED ACCORDING TO STANDARDS OF THE NORTH
T _ - Shy r 1 Y J 9� CARgJNA DEPARTMENT OF TRANSPORTATION AND
- - _ +1 / CMUD SPECIFICATIONS,
l q ,
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IMOTHY JA SPEG$MA I t �/ / \� eaG 832-aa4e
_ �% 1 r 80 I SECTION 1 STANDARDS PART 1926 SUBPART P. OR A5 AMENDED.
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NO.
DATE
REVISION
BY
SHEET TITLE
DRAINAGE AREA PLAN #1
PROJECT N0.
SCALE
1 "=100'
DATE
01/02/19
PROJECT
COURTYARDS ON LAWYERS ROAD
TOWN OF STALLINGS, UNION CO., N.C.
FOR: EFCON COMMUNITIES
DRAWN 6Y
VGK
� VGK ®Y
YAR BR®UGH-WIIIL.]L.][AMS & Houi 1, ITC.
Planning o Surveying o Engineering
7730 �Tindsor Oak Court P.O. Box 1168
NC Corporate Charlotte, North Carolina. 28273 Pineville. North Carolina, 28134
Registration C-0475 704,656.1090 704.556.0505(fax)
DRAWING NO,
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1 �' .I -�. n t� STEVENS MILL
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v I I SECTION 1
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t ---' �� - _ -�' -
�; DEED: / l 1. ' 1, 6 � l �I SI PHASE MILL
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-' ��a. �--_,' .- � � 2 � OR FORMERLY � - � /` / �- � \
CRAIG_1. BRISTOL &
L. BZISTOL 1 V ' r J 84 8J� I \
DEED:4058 �349 1 �y 1I
I
� PARCEL_ #08-321-062 , � I � �
�r ! r�_� r , STEVENS MILL
r _ �Z�NIIG: R=15 1 �I » }
,/ I PHASE 2 I
65. �� , 81 SECTION 1
s�� I PC D-997 \
r - i
�r
r � r r I� ;�-�� �-,y � � SEMEN �.-._ � � �,,�
]�� fI 1 1). CONTRACTOR IS FULLY RESPONSIBLE FOR CONTACTING
1 V / I, I )i� I '\ r I / l.. 8 O wJ I NC ONE CALL SYSTEM
J� �j f BEFORE YOU DIG APPROPRIATE PARTIES AND ASSURING THAT EXISTING
v } 11 UruTIES ARE LOCATED PRIOR TO BEGINNING CONSTRUCTION.
���
/ ✓ \l NOW DId F�4MERL� n` 2). CONTRACTOR IS RESPONSIBLE FOR PLACING BARRICADES
n'� �� h 8� STEVENS MILL TO THE NG PUB c ETC, AS NECESSARY TO INSURE SAFETY
/ -�J 1 r )0,-E,TEIAT>�ARIA TFKLEMAF�L4M i
r / - (� I ti Y} - �' r 7� /� C^ta ��f c n `-. j J r r=" \ L7 7}. ALL PAVEMENT CUTS, CONCRETE OR ASPHALT, ARE TO
/ 't D ( ,; k `C� '/ _ , ,I i I� - DEED: L.+S1 3 — ` 6 a � f ,1 � � 1 � ^� f PHASE I I � jjj BE REPLACED ACCORDING TO STANDARDS OF THE NORTH
` CAROLINA DEPARTMENT OF TRANSPORTATION AND
PARCEL '�08 321-'OF�1 , ' � �. ,� � /
CMUD SPEGflCATI0N5.
� _ � �v^ 1 � �, 1 � � PC D-667
/ I ZONING: R-15 - (' � I
N W OR "FORMERLY o' s. / _ r / _ �� '� jj STANDARDS PART 1928 SUBPART P. OR AS AMENDED.
- I #R-�IS
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-/ ` eeli7�(1.L AVOID UTILITY DAMAGE
rm
D)UED: A �. 1 GRAPHIC SCALE
iP RmfkG�
KB-� 21 �005D t / 79
B0 0 30 so azo zaa
R�-20' / 1�JN U vv OR FORMERLY 1 1 I / T _ - �'� CLINTON W. THOMAS, JR.
Uj i DEED: 5,57,2- 792 �,.5 j u STEVENS MILL
1PARC, #b8--321-060 _ 4 PHASE 1 IN FEET
: i J ` y / - 0 Z09ING. }R-15 PC D-667 - i inch = 60 ) tt.
cb J
MENU
NOW OR FORMERLY
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ERIC A. ASARE %8
I
I
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ZONING: - 2� 1 �� ' 1, \\ � (C��ICHARD E. GWUBB & 1
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' � E J- PARCEL #Of -3 1 056 I' /
I ON A R�1 S �f
i-- n>, wT) A,
NO.
DATE
REVISION
BY
SHEET TITLE
GRADING PLAN #1
PROJECT NO.
SCALE
1 "=60'
BATE
01 /02/19
PROJECT
COURTYARDS ON LAWYERS ROAD
TOWN OF STALLINGS, UNION CO., N. C.
FOR: EFCON COMMUNITIES
DRAWN BY
VGK
CHECKED BY
@j ,tT, ,�+ 1� �Ip�¢ j[�j jj��
1LARBR�.YBJ�I H-WIL Lusa.MS 8c SC7L®�T�.IE, INca
Planning 0 Surveying 0 Engineering
730 Tmdsor Oak Court P.O. Box 1198
NC Corporate Charlotte, North Carolina, 26273 Pinev-ille, North Carolina, 28134
Registration C-0475 704.566,1990 704.566.0505(fax)
DRAWING NO.
AA
SHT 12OF 545HT5

011
CALL t�
NC ONE CALL SYSTEM -- � _� �
BEFORE YOU DIGFORCii , r (�" PAD=' "'�� -
�) CONTRACTORAPPROPRIATIS PULES AND RESPONSIBLE
ASSURING THAT k7(ISTING �� 1 I �r I.
UTILITIES ARE LOCATED PRIOR To BEGINNING CONSTRUCTION. i' I _
J1 / / j
2). CONTRACTOR IS RESPONSIBLE FOR PLACING BARRICADES '~ �} f /' ,,/ 1 69Q.rJ1 1 1 1 PAD
USING FLAGON, ETC., AS NECESSARY TO INSURE SAFETY '♦ 1F �� I� /I O 688.1
TO THE PUBLIC. r i / % i4- j �t
3). ALL PAVEMENT CUTS. CONCRETE OR ASPHALT. ARE TO I rr �'� 11 A
BE REPLACED ACCORDING TO STANDARDS OF THE NORTH ♦
CAROUNA DEPARTMENT OF TRANSPORTATION AND
CMUO SPECIFICATIONS. PAD
�� n: a/ - / ,'• / ✓ -_-- �AD= fQ i' } I
I-SM-632-4949 4), SHORING WILL BE ACCORDING TO OSHA TRENCHING , ,// //y i' f 1690,88
AVOID UT1LiTY DAMAGE STANDARDS PART 1026 SUBPART P. OR AS AMENDED. / ✓ - / / .' C� Q /687.
40'
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PAD 8 f
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LEMMIE R USHING & ♦
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u a ir-NOW OR FDI�dV1ERLY' r
THIS PLAN IS A FINAL DESIGN -NOT
RELEASED FOR CONSTRUCTION
UNLESS INITIALLED/DATED AS APPROVED:
APPROVED:
INITIALS DATE
Al I
NO.
DATE
REVISION
BY
SHEET TITLE
GRADING PLAN #2
PROJECT NO.
SCALE
_ � O'
DA1TE
01 /02/19
PROJECT
COURTYARDS ON LAWYERS ROAD
TOWN OF STALLINGS, UNION CO., N.C.
FOR: EFCON COMMUNITIES
DRAWN BY
Vi
VGK BY
Y14"lI$ouG Ht-Wr LIL][Ams & HoNLE9 INC.
Planning o Surveying o Engineering
731�0 Windsor Oak Court P.O.BBox 1196
NC Corporate Charlotte, North Carolina, 28273 Pineville, North Carolina, 28134
Reyzistration C-0476 704.556.1990 704.656,0505(fax)
DRAWING NO.
SHT 13OF 544SHTS

�-
NC ONE CALL SYSTEM ' _ ',� I
BEFORE YOU DiGCALL 1)• CONTRACTOR IS FULLY RESPONSIBLE FOR CONTACTING , _ `� "' �
APPROPRIATE PARTIES AND ASSURING THAT EXISTING
UTILITIES ARE LDCATED PRIOR TO BEGINNING CONSTRUCTION.--
,
2). CONTRACTOR IS RESPONSIBLE FOR PLACING BARRICADES -
USING FLAGON. ETC.. AS NECESSARY TO INSURE SAFETY `r _ �j�'/ `"L S
TO TFIE PUBLIC. I - v I 1f r1 - CJ'E. , , , j'--' , 1
3). ALL PAVEMENT CUTS, CONCRETE OR ASPHALT. ARE TO 1 1 . f %! 1 �'-/ �-' c fjj
BE REPLACED ACCORDING In STANDARDS OF THE NORTH .ti �r/ (�._ N� ��l
CAROUNA DEPARTMENT OF TRANSPORTATION AND ' �. t �' r . I + ' ,,. i
CMUD SPECIFICATIONS. GINS p�
4}. SNORING WILL BE ACCORDING TO DSIiA TRENCHING ,f5.
LIEE. � CAL /
1-B008TY DAMS STANDARDS ?ART 1828 SUBPART P, OR AS AMENDED. � � ���, ✓ '-ROBIN �- O _COGGINS f J
AVOID UTILITY DAMAGE � � � 'f . �
} , v ' D�'ED: W1'7E= 16',
GRAPHIC SCALE / --
( / 8��PACELi ,08311 E3�7 /
30 R0 120 ,� NOW OR FORMERLY � � � f PAD � =
60 0 1 �691.1= l ONIXG:
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LEMM IE R U�HING _ _- / 10 /
( IN FEET) DEED:, VIA �' r� j 90J I \ 1 -
1 inch - 60 ft. PARGE D8 -321 -006�
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I v � _� - N-6 0 FORMERLY
f �� ZONIN , v _ 1
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♦ � 3 // - so p � y �- ��I 1 -� 1_2 PARCEL #08---321-044
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t7 PAD ry PAD= 6 tp % o`' ! ! �111114 /
l sso.s4._ - $� f - �E. �� N. CARS ��ii
PAD= � \ s Ln W 48O.a2 680 4 S r 6� l ,
-Y �
t FORMERLY
PAD-,-1 7637
a� o ( 681.Q1 66a.50 r I !' "�� i
r {C I ;-�-� M'ICI�AEL DUNCE
' 6so 9, S ELLEY DUKE.r'
I)fED.3457 � L 84 �/ � • ��,��
1�� \
PARCEL #08-32I-'20� //-Er G.
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�r �_ - I`' ` ZONING: Rig 5 r
S 1 i - 6t1
9.21 V�
NO,
DATE
REVISION
BY
SHEET TITLE
GRADING PLAN #3
PROJECTNO.
SCALE
1,.-so'
DATE
01 /02/19
PROJECT
COURTYARDS ON LAWYERS ROAD
TOWN OF STALLINGS, UNION CO., N. C.
FOR: EPCON COMMUNITIES -
DRAWN BY
VGK
C ��K BY
�T�, 7�7p 7� 1f T�-+T[]t j7�Tt �i �It g� j[]j �T 7j��,C'+
111SLL6JLUJ[t®LLJ�15H- VI�YJLiL.11�1LL8ms & 11 ouLF, �lNc.
Planning o Surveying o En ineering
730 Windsor Oak Court P.0 Box 1198
NC Corporate Charlotte, North Carolina, 20273 Pineville, North Carolina, 28134
Registration C-0475 704.558.1990 704.556.0505(iax)
DRAWING NO.
SHT 140E 545HT5

LOIS K RUSHING 76 / ' ' 89
DEED•6139--,Q(ME'CK) _p05B (� r/ / /
Z ' � /��� �� �� ✓ - - - MECK 97-062-06 iJNION 08-3�t t1 TaB / / �'; /� v vv vv t}
ZOMNG: R-20 124� I 1
9O \ 1 t
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OFFSITE�73��/91
oll,1<<� = r ��BYPASS -
l r _
- r
i
r I ,
rn- r
22081 Acm
_ - ire r .
'NOW pR FO]�1GiER� rr _ / 1r T
Q - 'PkIIL1�IP D; ROBERTS _ -- 118 � � ygyp. v� �� � vv
DEED: �0�29-68 � � - - - � - -
- �sAI�CEL'19%-06Y1�L�s r��._� - - / /Gj• I/ / 143
v� OFFISITE � , � '_ � �ONIN� R . s � _,��--- (r � � '�,�_`��Jr _ V �- �- � /' 6 r � ,� f ����6�� �\ 1aJ0L B l _,� _-_� - v
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I O
17
o ,
vv SURFACE WATER
\ AREA BETWEEN
STREAM BANKS �.
_ _ R -� .-F-.� I -o'' ( r
- - NIN
_ 2
64
8o
1 50 SHEET _ _ - - 1 -
/\�I �� G 7J f47 e \ \ 69 6g w.J
FLOW AT 4.7% --_�--� - - i I ' �70 = i
v� ROFF,ai TE'j, Y ti
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zBYPASS
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5 �� -
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I 5 O SHALLOW h-� f �� �- - _ 48 -� - : D�-_rALN.�
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-- - - - r f i i- --� -49- , �i „�� �`_'� ! ---�'i-- "'�' GEL 0$=3$I=.1$:.
I� \ 1 �y i
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CONCENTRATED ��} y - _ .,i 5, 51- �% NOW w ✓-
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- +� / -� J � � - - <�DEE�:�V'3`74 _, N 'MILL
I . / O _ A / -- - rs x OAfJ�Y GO HRAN TRU PARCEL D8-321 �151 �,E'� 2
1nr
F L O V V AT - L 1�� b o �, r - SECTION 1 `
/ i I t r ~\ ` -, r r . ► l $ D 6 5J 37 ' r a^26i�I;V R-15- - -
i I 1 f is a ` � PARCEL I $-321 53 �- \ PC D-987
' / 1 �` -- _ f \I i _ - a 1l�*�' y o r3 �i M- - o f �' D.
eB� - R
I / j'� '� �J�� _ NOW OR FORMbRLY` 0.003 AC. a- /,. �cd a �i r�o °xo� 53j �� u /
RICHARD LEEBRIGGS t �'� = - x _ ��d I a � G? o� osn�i � ' /
s d y o l� STE ENS M�PL \ 18
f -FiONNA BRIGGS SURFACE WATER - i'- _-...�'`���_,-��� `Ixas i
y i SECTION 1
/ +j/•/ f/ � A t� � _� �,.. } e�i ��', � 0 7 �� ? mcn ��f i� - I � Z PC D-997
/ / ���� I�%'���',i: f AREA BETWEEN l�q - �- ��� x�1 ��o�
1, r �'i,/ { 31 ■ �� AC ■� o CHANNEL BANKS � �o: ' = � �' - '�Z,No 52
563 CHANNEL ,; ; ' s 4 y `1 �zm.N
,r/ ���_ jr,�� _ttS0.009 AC. c.�Ck
I 7it,o�� I chi, I 54 I / \ !'O
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FLOW AT o SURFACE WATER �� �— / / ti
-= gym' r , -,� T+�''i b4 *n. -� cr -2 l��- ` +l
-- , - iPYJW FD ER._" AREA BETWEEN ��e 56 51 /
- tY i oS HASE 2
/ / f ■ i r`- r rc VENS MILL \� — J /O I \
WIL�,IAM dW � 57 / 4 7
y �- - \ D sD. SURFACE WATER o STREAM BANKS TION 1
CRY5TA N SNC ,x T - � 'CTION I 1 � � � � \ \
-� f \-tPARC-V, #19 -, - AREA BETWEEN "r PHASE 1 — _ — — STEVENS MILL \
( 1 ! ,r \� s to a, STEVENS MILL r
_� ��-_ ----���� -,' A� . / STREAM BANKS I — y _
�� @ W FORME Li qq ZdA?TNd R; 15 P f -SH7 PHASE
1
g �� _- 1 �- _-,,, A ,' - fl` i I_�'� K NNE�Y KERI D' --ILF V� � 68 � �
.e •.\ �f' S } / - 'r0 1 DEED:5965-23 I 60 — D — PG D-997 46
�i\ fPARGEL #O�'7-32ri-063 IRON` }
CE Ol . I�' O,R1M1fiF. RLY V $GNINO: Rr15
`� 1 y 62 — I �" / \ STEVENS MILL \
/ 1,MORR LE�'�2(TSHING �, A 4 64 A V `� 4 � m VET � � $8 I I PHASE 2
f rr / ri� { l �� ` 6 1 — l — \ SECTION 1
/ \ / i { ` ENDA. ` 1 "\ ;' EVENS MILL a
� L D8 3���Q(�5D y -PHSE 1 \ \ I g0 PG D-ss7 5
\• —87
Q11 i/<� �r / r� - , { ? -1 _ ��W OR FORMERLY\ \
I 1
�'. z �; CRAIG_A._ A A —
//f L J 11 1 F� ��(�1j ICAREN L R STOL 85 $6
j ti� �� .� ��� �.•. -' �i r i b Ire �` I ,ram' { i _ ^- �2S- /. F DECALL
ED:4058 t 349 i� �i NC ONE CALL. SYSTEM
t d I , y
�� Z. � � � \� PARCEL O8-.�2I -08$ � - � ' � � � � I 1), CONTRACTOR IS FULLY RESPONSIBLE FOR CONTACTING
r r ` o�• - / YY BEFORE YOU OiG
}� STEVENS MIDI, APPROPRIATE PARTIES AND ASSURING THAT EXISTING
/ ZONING: R�y 5
\ _ -'` �%S PHASE 2 I � � � U11L1TkE5 ARE LOCATED PRIOR TO BEGINNING GONSTRUC'RON.
'tip -` J ./ '�- .- l l ti� ' —`V"�! - 6� J' 81 1 SECTION 1
•. \ L'. i. J /r - - -'r am �' -�, �� � ;' _ - _ S _ _ I_ PC D-997 2). CONTRACTOR IS RESPONSIBLE
AS FOR
OARY PLACING
INSUREBAR SAFETY
CADES
LgB �' _ �� __ / 4 -s ��v'� ` USING FLAGON, / f `. '. }, r i, �. ��_ ��I �- v�}ti� '...,\ sJ _ = / / — I TO THE PUBLIC.
NOW OR M'GRL r ' I �l I _ - '' i '- r-s • - - *,�A$� 3). ALL PAVEMENT CUTS. CONCRETE OR ASPHALT, ARE TO
MOTHY -JAM SPFf j i r f �� f X
- ----r+ j I 1 _ �` � CAROLINA DEPARTMENT OF TRANSPORTATION AND
, / / 1` 1 I l _-' - _ / A 80 BE REPLACED ACCORDING TO STANDARDS OF THE NORTH
Yi r $8 CMUD SPECIFICATIONS:
NOW OR Fd�MERLK %
�-- - / I , �1 _ rT�ipV Kj 4). SHORING WILL BE ACCORDING TO OSHA TRENCHING
_ �Q.. �Q I _� ,. _- '.� r r ! , i - _ ITF`I`EIiA�P;9.t2IAi T `ItLEMAI�IAM , `, 82 Q STEVENS MILL 1-900-632-49R9 STANDARDS PART 1926 SUBPART P. OR AS AMENDED.
DEEY1:CSj3 '4,69 �J _
PHASE 1 AVOID UTILITY DAMAGE j
-667
ZONING.-5 Db M ?L
M clI GRAPHICSCALE SLEUS ING ,
�
/ \ PARCEL �K8-D,21 �00 . D // / - 'i~ - g � � "� � � � 100 0 50 100 200 400
a r 0.676 AC. SURFACE -�
ZPNII�G: R,-EO / / i 1 IN 21 W FTHOM s�A
f <� / W
;PARR D:55'72-1_D WATER AREA {N 1 y
PERMANENT POOL
zo NG-,R-15 P T - ( 0F WET POND IN FEET
)
67---- -- !
J -1 1 inch - 100 Ft.
O/
�,
NOW 0 FORMERLY — 1 C 76 1
ERIC . ASARE
�
i` _
♦ /,/
�•
4
PARDE 461 CELZ02 08 12� s059
'-'
f l II f
i
NOW OR FORMERLY
AARON L. ftELMS &
\_ f'
/ /
'
1
! i PHASE MILL
/
1
ALICE B. HELM
DEED 6622-213
s-�
PARCEL #07-051-007
ZONING: R-20
/ -
/ /
/ .
� \
0 bRMERLY
l7 ))
IAI�D �FDRSYTH &FO
.
- TH
1
TEE fi,'3 610
fARGEL 08-321-OE8 69
i
/
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W D 'FORMERLY
MORRIS LE R USHI17G -
PAULINE BUSHING _
F
\
i
(i —
ONI R-15 1`
— -- - -- - f I I
-886
PARCEL #07-051-008
\ ` -20 W -- NDOF'FU ERLY 76
ZONING: R / V `{
t \' yGREC�§Y L. E LERT &
UA' : � RT 70 >� ScA
R $L #O8 s3 71057 L f
20'—
DAMES 9%
TIE N/rL '
I
T aB T \ P ZO 7 i0` 0" 6 f ,, ` I� NOW FURMERLY ��
✓� l ZING: R-fib \ >� ICHRD G. UBB &
Am 7I�� /
RA B. Gl�UBB / I
I 1 me
.44
PARCEI
NA R\P;A2Q i \ � Z091NG'',R-,15
D#N/1%
----PARR L)7E5, E'4'r i f � -- -- �
:$1PHASE I f
PC D-15674
\
%v
• 1 1 y{ i �1� ` \ l STEVENS MILL
PHASE 1
PC D-687 CAR
�O $MHIERL � \ / / �0p
\ 1 \ uOiM1" pR FPRA RiY ` ' DRS A 0 Y�1+ S`SOCIATID
\PETER- H\ 73
_
A �wA�iEv�ta&-'
1 I DEL-+15�08-321-13 \
A \ \ PARCEL 54-4178,.. ! ( ZONNG: R=15 /
1 / s�
� 7,ONI�JG R� 2'0-
r
72
NO,
DATE
REVISION
BY
SHEET T TLE
POST —DEVELOPMENT PLAN #1
PROJECT NO.
SCALE
1 "=100'
DATE
01 /02/19
PROJECT
COURTYARDS ON LAWYERS ROAD
OF SZ'ALLINGS, UNION CO., N. C.
FOR: EPCON COMMUNITIES
DRAWN BY
VGK
CHECKED BY
VICTOWN
@.j� �y�y� T��,ry7�7I• ��]1r 7� ry� p q���+ p�,7��ry� �-} INC.DRAWING
1L1�dL B R®W'4 H- 511m ILILJLlY.f.V S & Houm,, ° ,, I
Planning � nning o Surveying oEngineering
730 Windsor Oak Court P.O. Box 1198
NC Corporate Charlotte, North Carolina, 28273 Pineville, North Carolina, 28134
Registration C-0475 704.556.1990 704.556,0506(tas)
NO.
i
SHT 160E 54ISFiTS

�6
� �"R I X j 0 S.
D /
�-
O\
SHIN,\ JR. '� 1
i I y�41 �
TIA
%1 21 005_D
I /
II
20%%
I
r
I,
r
r
i1 - --
�I III I!I
I —III
I lid, Ili � -
II�
—
_I
NOW OT
LE� TS A �i� AR11-
1
I
DEED -
1 - 7 _ � R CEL
I III II �'
%i
I
f I-'
I I
II II .NO W OR F�
CLINTON W. 7
DEEDo 5 � ; �
il=
r-4 �I I -r i I
I
PAFTEMPORARY POOL
660.5 = 29,000 SF
li i1 j 661 = 34,000 SF
663 = 41,000 SF
665 = 48,000 SF
III= li I� NOU
667 = 55,000 SF
-1—I
r - � sss = 63,000 SF
1 j FOREBAY
j 655 = 2,200 SF
' II 656 = 2,800 SF
I lil: ; l O W 658 = 4,000 SF
r ii� Til M 660 = 5,600 SF v
ER_ 660.5 = 7,500 SF ��
I .
IIII: DERMANENT POOL
PAR CEJ 6522.5 ONLY)1,000 SF
IIIIil� 653 - 11,500 SF
654 = 12,400 SF
656 = 14,400 SF
658 = 16,500 SF
660 = 18,800 SF
, �! -f 660.5 21,500 SF
1
-I I-
I•
NOTE:
`` -IT✓ - MINIMUM PLANT QUANTITIES AND SIZES
/ O 1 I11-i11 PER 200 FT OF SHALLOW WATER AREA:
• 50 HERBACEOUS PLANTS OF AT
LEAST 4 CUBIC -INCH CONTAINER 1
I
(EQUIVALENT TO 2 FT ON CENTER
MINIMUM; 1,5 FT ON CENTER
0,�,IIII RECOMMENDED)
1 4 x 4 (INSIDE DIM.)
/ f OUTLET BOX
INV OUT 18" RCP= 659.30.I_I:III - MINIMUM PLANT QUANTITIES AND PLANT
` SIZES PER 200 FT OF SHALLOW LAND AREA:
50 HERBACEOUS PLANTS OF AT LEAST -
` ! 4 CUBIC -INCH CONTAINER, OR
ILL -II i_r a 8 SHRUBS OF AT LEAST
Li
II I` U 1-GALLON CONTAINER
E UIVALENT TO 5 FT ENTER
• I__I - - - Q ON C
MINIMUM, 3 FT ON CENTER
- I f RECOMMENDED -.
I -
OR
1 TREE OF AT LEAST 3 GALLON
L
j 1
QE,Y
�T�S° 1 ' _ $11
NXA—��� HW
INV: 659.00
05 � � ` � V=4.8
.1 x L:10.0 APRO
N
\. —`� ��� - .0 DIA. RIP RAP
1 \ r 1 0" IN. DEPTH
iOW �� FOR
�0Y C
III III - CONTAINER AND 40 GRASS -LIKE
Ili HERBACEOUS PLANTS OF AT LEAST 4
CUBIC -INCH CONTAINER v
LITTORAL SHELF PLANTING (IN PERMANENT POOL ONLY)
_ 0
g ,
I TO 6" DEEP (SHALLOW LAND) - 2,758 SF. (690 PLANTS)
SWAMP MILKWEED (138 PLANTS)
Ill - LONGLEAF LOBELIA (138 PLANTS)
T r -WHITE TURTLEHEAD (138 PLANTS)
III `Ii=l - SCARLET ROSE MALLOW (138 PLANTS)
Ill �i I - STARRUSH WHITETOP (138 PLANTS)
Ili 6" TO 12" DEEP (SHALLOW WATER) - 2,604 SF. (651 PLANTS)
l,ji ,III - PICKERELWEED (163 PLANTS)
BLUE FLAG IRIS (163 PLANTS)
III - LIZARD'S TAIL (163 PLANTS)
Il i.l, -WATER PLANTAIN (162 PLANTS)
-1 1= *THE DAM STRUCTURE, INCLUDING FRONT AND BACK
l-il II LI �11 II EMBANKMENT SLOPES, OF THE POND SHALL BE
\ it=ill it Ir-
\ 1-1T1 III II 111 _ VEGETATED WITH NON -CLUMPING TURF GRASS. TREES AND
WOODY SHRUBS SHALL NOT BE ALLOWED.
= r IIII I
liI *THE VEGETATED SHELF SHALL BE PLANTED WITH A
III I'I,N li'
o .III: I.' 1 MINIMUM OF THREE DIVERSE SPECIES OF HERBACEOUS,
\ NATIVE VEGETATION AT A MINIMUM DENSITY OF 50 PLANTS
PER 200 \ SQUARE FEET OF SHELF AREA.
TRASH RACK DETAIL
STRUCTURE OUTSIDE
5' _ 0'
4' - 6'
FRAME CENTER
STRUCTURE 4'_ 0-
OUTSIDE INSIDE
5•-0-
NT
18,
GALVANIZED STEEL GRATE
Ill
HOLES
NAiER GUALIT* ORIFICE
I I: III-.^,_IIY ORIFICE DETAIL
-W. MIN
z14
11 RAP
-. F'I ^y BERM SECTION
WET POND CHART
BOTTOM
OF POND ELEVATION +1'
652.5
BOTTOM
OF POND +1' SURFACE
11,000 S.f.
AREA
PERMANENT POND WATER SURFACE
660.5
ELEVATION
PERMANENT POND WATER SURFACE
29,000 s.f.
AREA
INNER
EDGE SHELF ELEVATION
660
1 YEAR
STORM WATER SURFACE
663.13
ELEVATION
10 YEAR
STORM WATER SURFACE
665,58
ELEVATION
25 YEAR
STORM WATER SURFACE
666.70
ELEVATION
50 YEAR
STORM WATER SURFACE
667 61
ELEVATION
100 YEAR STORM WATER SURFACE
667.97
ELEVATION
TOP OF DAM
669.00
Know what's below.
Call before you dig.
OUTLET CONTROL DEVICE
BOX SIZE l
4' x 4'
CONCRETE ANCHOR (cf)
56.25
CONCRETE ANCHOR (cy)
2.1
CONCRETE ANCHOR
DIMENSIONS (ft, LXWXD)
7.5' x 7.5' x 1'
PRIMARY ORIFICE DIAMETER
5 in.
PRIMARY ORIFICE INVERT
660.5
ELEVATION
SECONDARY ORIFICE
8 in.
DIAMETER
SECONDARY ORIFICE
663.20
INVERT ELEVATION
TOP OF OUTLET BOX
EMERGENCY WEIR
667.75
ELEVATION
SEE TRASH
TOP OF OUTLET BOX
INV. = 667.75
TEMPORARY POOL ELEVATION
PERMANENT POOL ELEVATION
5.0" PRIMARY ORIFICE —
INV. = 660.50
THE MEASURING DEVICE USED TO DETERMINE THE SEDIMENT ELEVATION SHALL
BE SUCH THAT IT WILL GIVE AN ACCURATE DEPTH READING, AND NOT READILY
PENETRATE INTO ACCUMULATED SEDIMENTS.
WHEN THE PERMANENT POOL DEPTH READS 4' IN THE MAIN POND, THE
SEDIMENT SHALL BE REMOVED.
WHEN THE PERMANENT POOL DEPTH READS 2.75' IN THE FOREBAY, THE
SEDIMENT SHALL BE REMOVED. SEDIMENT DEPTH
INDICATOR
PERMANENT POOL ELEVATION
PERMANENTPOOL VOLUME
VOLUME
SEDIMENT REMOVAL SEDIMENT REMOVAL ELEVATION
ELEVATION 1-ft, MIN, 1-ft, MIN,
SEDIMENT SEpIMENT
OOTTOM STORAGE BOTTOM ELEVATION STORAGE
ELEVATION FOREBAY MAIN POND
OPERATION & MAINTENANCE PROVISIONS
FOR WET DETENTION BASINS
BMP element:
Potential problems:
How to remediate the problem:
The entire BMP
Trash/debris is present.
Remove the trash/debris.
The perimeter of the wet
Areas are bare soil and/or
Regrade the soil if necessary to
detention basin
erosive gullies have formed.
remove the gully, and then plant a
ground cover and water until it is
established. Provide lime and a
one—time fertilizer application.
Vegetation is too short or
Maintain vegetation at a height of
too long.
approximately six inches.
The inlet device: pipe or
Swale
The pipe is clogged.
Unclog the pipe. Dispose of the
sediment off —site.
The pipe is cracked or
Replace pipe.
otherwise damaged.
Erosion is occurring in the
Regrade the swale if necessary to
Swale.
smooth it over and provide erosion
control devices such as reinforced
turf matting or rip rap to avoid
future problems with erosion.
The Foreboy
Sediment has accumulated
Search for the source of the sediment
to o depth greater than
and remedy the problem if possible.
the original design depth
Remove the sediment and dispose of it
for sediment storage.
in a location where it will not cause
impacts to streams or the BMP.
Erosion has occurred.
Provide additional erosion protection such
as reinforced turf matting or rip rap if
needed to prevent future erosion problems.
Weeds are present.
Remove the weeds, preferably by hand. If
pesticide is used, wipe it on the plants
rather than spraying.
The vegetation shelf
Best professional practices
Prune according to best professional
show that pruning is
practices.
needed to maintain
optimal plant health.
Plants are dead, diseased
Determined the source of the problem:
or dying.
soils, hydrology, disease, etc. Remedy
the problem and replace plants. Provide
❑ one—time fertilizer application to
established the ground cover if a soil
test indicates it is necessary.
Weeds are present.
Remove the weeds, preferably by hand. If
pesticides is used, wipe it on the plants
rather than spraying.
The main treatment area
Sediment has accumulated
Search for the source of the
to a depth greater than
sediment and remedy the problem
the original design
if possible. Remove the sediment and
sediment storage depth.
dispose of it in a location where it
will not cause impacts to streams or
the BMP.
Algal growth covers over
50% of the area.
Consult a professional to remove and
control the algal growth.
Cattails, phragmites or
Remove the plants by wiping them with
other invasive plants
pesticide (do not spray).
cover 50% of the basin
surface.
The embankment
Shrubs have started to
Remove shrubs immediately.
grow on the embankment.
Evidence of muskrat or
Use traps to remove muskrats and
beaver activity is present.
consult a professional to remove
beavers.
A tree has started to grow
Consult a dam safety specialist to
on the embankment.
remove the tree.
An annual inspection by an
Make all needed repairs.
appropriate professional
shows that the
embankment needs repair.
The outlet device
Clogging has occurred.
Clean out the outlet device. Dispose
of the sediment off —site.
The outlet device is
Repair or replace the outlet device.
damaged.
The receiving water
Erosion or other signs of
Contact the local NC Division of Water
damage have occurred at
Quality Regional Office, or the 401
I
the outlet.
Oversight Unit at 919-733-1786.
8.0" SECONDARY ORIFICE
INV. = 663.20
GRAPHIC SCALE
30 0 15 30 80
( IN FEET )
1 inch = 30 ft.
THIS PLAN is A FINAL DESIGN —NOT
RELEASED FOR CONSTRUCTION
UNLESS INITIALLED/DATED AS APPROVED:
APPR0 VED:
INITIALS DATE
120
NO.
DATE
REVISION
BY
SHEET TITLE
WEB' POND #1 DETAIL SHEEN'
PROJECT NO.
SCALE
1"-3a'
DATE
01 /02/19
PROJECT
COURTYARDS ON LAWYERS ROAD
TOWN OF STALLINGS, UNION CO., N.C.
FOR: EPCON COMMUNITIES
DRAWN BY
VGK
CHECKED BY
��T
ROUGH[-WILLIAMS IAMS 8i: HouL]6y INc.
Planning a Surveying aEngineering l(MdiqT
730 Windsor Oak Court P.O. Box 1198
NC Corporate Charlotte, North Carolina, 28273 Pineville, North Carolina, 28134
Reglatration C-0475 704.566.1990 704.550.0505(fax)
DRAWING NO,
q
SHT 180F 548HTSI

NOTES,
i, PLANTINGS ZON65 AND PLANT SELECTION PER
THE 13MP DESIGN MA -Ai-
Z ALL PLANTINGS SHALL BE LOCAL NATIVE SPECIES ZQ E
S. 12RIGATION MAY BE PPOVIDE0 POP INITIAL
ESTABLISHMENT AND DRY SEASONS. ZONE 41
ZONE 2 Ad
ZC
O MAURM
ThAMDEVELOPINMSTANDAM
I. 4-6 INCH LAYEIR OF ANETOED SOIL 15 RECCOMNvENDID ON LITTORAL SH3F AREA
WLERE PLANTINGS ARE REQUIRED (SEE SOiL PARAMETERS IN BMP DESIGN MANI-AU
R PROVIDE 20 ACCESS EASEMENT TO CONNECT WETPOIND EASEMENT TO OEDICATa)
RIGHT OF WAY. ACCESS ROAD $I WLI HAVE MIN. 12' STABILIZED WIDTH, MAX LONG.
GRADE OF 155. MAX. CROSS -SLOPE 51.
2:I
RIP RAP INLET
PROTEGTION
OR INLET PPE
POND MAINTENANCE INFORMA
HJST BE POSTED AT SITE
l4�ii1
r�
. III I,;Nj�;I 1;y,.,l:I�+ `� ►II ; I,ti
POND CROSS SECTION
WETPOND
PLANTING PLAN
BMP FIG. 4.2.6
POST CONSTRUCTION
CONTROLS EASEMENT
(FGGE)
NOIES!
L 4-6 INCH LATER O1= AMENDED SOL IS RECOMMENDED N ANY
AREA WI -ERE PLANTINGS ARE REQUIRED (SEE BMP DESIGN MANUAL),
OUTLET 5TRUGTURE WITH
POST GON5717UGTiON
TRASH RACK. 6" MIN.
GONTROL5 EASEMENT
FREEBOARD FROM
10' OFF5ET FROM
TEMP. POOL ELEV
5LOPE BREAK
RAP BERM AND
WEIR AP
IR GLA55 6 RAP 15" MINT
DEPTH. INVERTM WATER
50 YEAR ESJBdT
.
68JALITY ORIFICE
STORAGELOGATM
THISSIDE
SEE DETAIL
704MMTEP,
:��'
" MIN. �030ARD-1
6F-
F.E.S. Oil
TEMR POARY PO
i
HEADNALL
i
_
_Oa
PERMANENT POOL
�I I I I} —III 3
'y°4� ��k.;•.,
10LITTORAL SHELF
ENER.CaY D155IPAT
ZI 51-OK 5TA51LIZED
TO PONri BOTT
WVIK OF OUTLET -
SEDIMENT FOREBA
MAIN POND STRUCTURE
LOGATED AT TOE
OFF 10, I SLOPE
LITTORAL. POST CONSTRUCTION
5HELF ITV/ GONTROLS EASEMENT
y ErLAND IO' OFPSET MOM
PLANTIN65 - SLOPE OAK
In, MIN- 6" FRARD
WIDTH FN�NGY WEIR
—T—" IF USED
rcro37
ANT{
CV -TILE IRON
MAINTENANCE ARAIN PIPE
WITH 5LU165 SATs; OR
VALVE. iOFFLINE FROM
OUTLET AND LOGATE
VALVE IN BERM?
05% SLOPE MIN.
20'
15%
20' Mb41NTENANGE
SFCTK)1V AT MAINTENANCE ROAD ACCESS AND FORE:EiAY
B,I STABILIZED 5 OPE 20 � I�E7HJAy NGE
y,• IA',MVL STABiLIZEO r6" MINIMUM FREEBOARD ALONG MAINTEFlANG♦< ROAD
'J:I 5-
IO' LITTO Ad- 5HELF-1 '''"'"""`-
SECTION AT STQRMWATBR OUTFALL
OUTLET STRUCTURE IN17H TRASH RACX. 6" MIN. FREEBOARD
FROM TEMP. POOL E4-EV:
INVERTED WATER QUALITY ORIPIGE LOGATr-P
THI5 51DE (SEE DETAIL)
50 YEAR EVENT
STORMWATEFZ STORAGE
Q
TEMPORARY POOL b° MIN. PR90ARv
PERMANENT POOL
5TRUGTUR@ -",,
ORIFIGE
WATER QUALITY ORIFICE DETAIL
LITTORAL SHELF W/ WETLAND
PLANTIN65, IO' MIN. WIDTH
6" PR.EEBOARD
�
IF
IF USED
Y"fEIR � U
GOLLAR5
NNTI-ROTATION PAD
DUCTILE IRON MAINTENANCE
DRAIN PIPE WITH SLUICE
6ATE OR VALVE, (OFFLINE
FROM OUTLET Ahm LOCATE
VALVE IN BERM) 05% SLOPE MIN.
POND PROFILE
T TO SCALE NOT TO SCAM SECTION AT QUTLET_STRUCTIRE NOT TO SCALE
NOT TO
'mwxa�srAL�ros WETPOND PROFILE z sr WEfPOND CRASS SECTIONS WETPOND
N R LITTORAL SHELF AND BERM DETAIL
21.09n('9—JLAND DEVZr0�MM Sl'ANDAM BMP AG. 4.2.2 21.06 ,::_::LAIC STANDARDS BMP RG. 4.2.3 21p07 ,' .. �; , LAND STANDARDSBMP RG. 4.2A 21.08
w >; ALL Bi M SLOPE5 TO BE
Dr;' S7fLgILIZED KITH 6RAS`�,
��tA 3:15LOPE
•- .' .• ' SER,`.:
P�MADNENT f'O�L �ELEW.' WlHOOD' " 4'
LSEnIrEEN SL+ :. OR
'-EMERGENCY 5PILLWAY
W57 BE LINED AND STABILIZED
(10, MINIMUM LENGTH)
OPTIONAL. OUTLET 57RUGIVRE
MAY HE DESIGNED AS 50 YEAR
20, AC�E55 OVERPLOW IN LIEU OF EMERSr:I
EASEMENT TO J SPILLWAY.
PUBLIC RAN, (TYP)
OETLAND PLANTINS ON
10 FOOT IOd LITTORAL
PLAN VIEW SELF AROUND PERIi+'IETER
NOT TO SC,
WETPOND PLAN
BMP RG. 4.2.2
2i.05
NORMAL
TRENCH
-II1EE dIHIr_
I—III-1 I II �.I-
I1.-1 .— = —11 I I_I I
�lT_I
III-1= L=
CONCRETE
ANTISEEP
COLLAR
BACKFILL AREA OUTSIDE 1 I. II I I.L
OF NORMAL TRENCH
INSTALL 5' FROM
AND AROUND CONCRETE
OUTLET CONTROL
STRUCTURE
ANTISEEP COLLAR W/ 4/3 PIPE LD. + 1'-6"
CLAYEY BACKFILL Le
PLAN VIEW
PIPE
T
I IIL
LU
(ruIllllig
4
llTll
z'
Q V
1`i
Ta
J Q u
U
¢rr�
_III
mad
i_�IIlI� III�JILllI I�III1 1�1�11 ��'
SECTION A -A
r.
x W�.
PIPE
i�
BACKFILL AREA OUTSIDEOF
RMAL TRENCH
AND OAROUND CONCRETE - ^1 II_ ` NORMAL
! — PIPE
ANTISEEP COLLAR W/ �1
CLAYEY BACKFILL BEDDING
SECTION B—B
ANTISEEP COLLAR
N.T.S.
x
—
4.f��
^! L PIPE LD.
I —I
PROTECTION
VE
Figure 4: Wet Pond Example: Outlet Structure
TRASH RACK (REQUIRED)
WEIR (OR OTHER METHOD)
TO ESTABLISH
TEMPORARY POOL \
RISER CREST
ORIFICE --�
to
OUTLET TO ESTABLISH TEMPORARY POOL
NORMALPOOL
MUST DRAW DOWN
�
TEMPORARY POOL IN `
TWO TO FIVE DAYS NORMAL POOL
— - — — — — — — —
I 1
I I
I
I 1
i OUTLET PIPE
DEWATERING METHOD —
WET PONDS SHALL HAVE
—
METHOD TO DRAW DOWN
`
STANDING WATER TO
FACILITATE MAINTENANCE
AND INSPECTION(E,G„ +
SKIMMER OR PUMP)
• µ
ANTI -FLOTATION SLAB
ANTI -SEEP MEASURES -
ARE RECOMMENDED
GENERAL BMP MAINTENANCE —TASKS
1. Emergency Maintenance shall be performed immedrately after Floods and other emergencies. Replanting and repairs to structures may be necessary.
Obstructions and debris deposited should be removed Immediately.
2. Regularly remove debris and litter.
3. Monitor BMP for sediment removal. Proper disposal of the sediment removed is required.
4. Maintain a healthy ground cover in and around the BMP to promote stability and erosion control.
5. Routinely Inspect, exercise and provide preventative maintenance on all mechanical components.
6. Vegetation Maintenance shall include Inspection for distressed vegetation, bare spots, and rills. Treatment of these areas and revegetation shall be
Immediate to prevent spreading.
7. Maintain a permanent pool of water to promote a healthy aquatic environment.
8. inspect and treat permanent pool for mosquitoes and other insects.
9. Immediately after the wet detention basin Is established. The plants on the vegetated shelf and perimeter of the basin should be watered twice weekly if
needed, until the plants become established (commonly six weeks).
10. No portion of the wet detention pond should be fertilized after the first Initial fertilization that is required to establish the plants on the vegetated shelf.
11. Stable groundcover should be maintained in the drainage area to reduce the sediment load to the wet detention basin,
12. if the basin must be drained for on emergency or to perform maintenance, the flushing of sediment through the emergency drain should be minimized to
the maximum extent practical.
13. Once a year, a Professional Engineer should Inspect the embankments.
14. Dewatering Pump: Piranha P200— 2 HP, 180 gpm or equal
MAINTENANCE FOR WET DETENTION BASINS
Regularly.
Monitor Aquatic Environment
Check Water Clarity
Check for Algal growth
Regularly Monitor Vegetation located on vegetation shelf
Check for bare spots, weeds, and invasive species.
Regular grass maintenance for upland areas.
Periodic weeding.
Regularly Monitor for Sediment accumulation
Vrsually inspect basin bottom and depth marker
Remove sediment when necessary and dispose of properly.
After the wet detention pond Is established, it should be Inspected annually,
Records or inspection and maintenance should be kept in a known set location and must be
available upon request.
When a wet detention basin Is to be located in highly permeable soils like gravelly sands or fractured bedrock, the Engineer may need to incorporate a liner
to sustain a permanent pool of water. A liner shall be constructed or compacted such that the infiltration rate Is no more than 0.01 in/hr. When a liner
Is proposed, topsoil for vegetation must be placed on top of the liner.
NO.
DATE
REVISION
BY
SHEET TITLE
WET POND GENERAL DETAIL SHEET
PROJECT N0.
SCALE
N . T. S.
DATE
01 /02/19
PROJECT
COURTYARDS ON LAWYERS ROAD
TOWN OF STALLINGS, UNION CO., N.C.
FOR: EPCON COMMUNITIES
DRAWN BY
VGK
CHECKED BY
p�T
Y ARBR.OUG H MII>r-nIAMS & IHIOII; im, INc.
Planning o Surveying o Engineering
( 5u (�i
730 Windsor Oak Court P.O. Box 1198
NC CorpWorate Charlotte, North Carolina, 28273 Pineville, North Carolina, 28134
Re istratioxz C-0475 704.556.1990 704.556.0505(fax)
DRAWING NO.
j�� d
SHT 2"OF 5 +SHTS

III (MINIMUM R/W) NOTES:
(L 1. CURB RETURN RADIUS DIMENSIONS AT
3i'-0- (MIN) 31'-0' (MIN INTERSECTIONS MAY VARY DEPENDING ON MEDIAN WIDTH
X ! III MIN 10'-O'(MIN AND WILL BE APPROVED ON A CASE BY CASE OASIS.
2. SUBORAINS ARE REQUIRED ON ALL MEDIANS. i/2° PAD IU5
30' (MIN) 30' (MIN) G ` \ Q (MIN) (MIN) - 1B'-O`7'-G' I8'-O' (MIN), (MIN) I 6 I'_o
T
(MIN.) 3'-8" 13'-6" 13'-O' (MIN.) �' 1,- S'-D 4-0- (MIN) 4'-O' W-D' (TO BE TIED INTO STORM DRAINAGE SYSfEMj. 3" F2ApIU5 V2' RAPIUS
1'-Q` SEE SUBDRAIN STANDARD DETAIL. Va" RIAAIUS I 9' RADII
'-0.1 5'-O" B' O' -S" 11'-O' 11'-O" 2'-6 B'-O" 5'-0" 1'-0" j '� 1 (MIN) (MIN) 3. 2'-D' VALLEY GUTTFA MAY BE USED WITH APPROVAL
(MIN.) (MIN,) (MIN.) � � - �, V - �7PE�R
R 14-0OF COUNITY ENGINEER. - + +} 1 4" LOPE 3 71/4 /Fi. 4. MEDIAN PLANTINGS SHALL MEET SIGHT 2If8" RADIUS
Y 12"
DISTANCE REQUIREMENTS.
O SEE NOTE 2 e..
V V 2c1 CUT MAX. 5, MONOLITHIC CONCRETE MEDIANS WITH BEVELED EDGES ; ",. ':. + p' 6" ".•' ':° ,' .. ,. :• 6 1/2"
1/4"/FT. SLOPE 1 4 PER FT, 1/4'/FT- 2:1 FILL MAX. DIVIDED RESIDENTIAL STREET 2.1 FILL MAX, AND MINIMUM Will OF 4 FEET CAN BE USED IN LIEU °
2:1 CUT MAX, / " :1 CUT MAX.
3:1 FILL MAX. ~� E MEDIAI Li
3-1 FILL MAX, (TWO LANE SECTION) B. SIDEWALK EOF EAASEMENT MAY BE REQUIRED. STANDARD 2'-& 2CURB AND
__
S P S 7W-O' (MINIMUM III SEE PAVEMENT SECTION DETAIL KEY 1'-6' STANDARD C.LRB AND GUTTER
39'-0' (MN) 31'-0" (MIN)
1 I IV-0,MIN 1O•-O'(MIN ® ��-6. STANDARD GUTTER
SIDEWALK PLANTE STRIP PARALLEL. BIKE LANE TRAVEL LANE HI WNED 1 ® KEY 1'-B MOUNTABLE CURB
PARKING PLAT MEDIAN 2:1 MAX. CUT (MIN) (MIN) B'-0" 7'-0' B'_0• (MIN) (MIN)
e'er CURB k I' -a' OURS a: 5'-O' 4'-0 (MIN) �_ ■
2'-6" CURB AND GUTTER 3/a" PER I OUrrER SLOPE 3/e` PEN r r. 1/4'/FT.
1'- INN 4'-0' 6'-0' 4 CONCRETE SIDEWALK
® M (MIN .-0. I 14,_O. (MIN)
3' ~� Y 3' RAPIDS 3" RADIUS
4" CONCRETE SIDEWALK (THICKNESS) I I 3:1 MAX. FILL 1 4� OUIHOUND INBOUND �.
TACK COAT SURFACE COURSE 6" AT ALL DRIVEWAYS 3 .. 5 - B' 9' 3 11 +e',I�--B a �I' +Y SLOPE: 3/8" PER Ff � � 71/4/FT. 2.1 GLUT MAX, ,gyp' � '•yq' ,v .aZ FT/FT o3 F7'!Fr
(SEE NCDOT 1 1/2' 5F9 5B 3:1 FILL MAX.
SPECIFICATIONS) a8' SEE NOTE 2
FINAL LIFT TO BE APPLIED AFTER 75X DEVELOPMENT OCCUPANCY OR 1 YEAR ® TYPICAL PAVFMENT SECTION 12" 12" .
FROM INTERMEDIATE COURSE PLACEMENT (WHICHEVER OCCURS FIRST)- 3:1 CUT MAX. DIVIDED RESIDENTIAL STREET SURFACE COURSE . • „''' .
gg' 3:1 FILL MAX. 1 1 2 SF9.5A�'• ', • �. �' °• •'.". �,
INTERMEDIATE COURSE
1 1/2` S9.8B, SF9.SA TACK COAT (THREE LANE SECTION) FINAL LIFT TO BE APPLIED AFTER MEETING X DEYEI"OPMENT OCCUPANCY OR �''' '•. 'a• p'.' .,a -
NOTES: (SEE NCDOT 1 YEAR FROM BASE COURSE ACCEPTANCE +L-�L-
BASE CCUl SPECIFICATIONS) SURFACE COURSE NOTES: (WHICHEVER OCCURS FIRST),
B" COMPACTED AGGREGATE BASE COURSE. OR 4- BCBC 7YPE B25.08 1. AN ALTERNATIVE PAVEMENT DESIGN MAY BE REQUIRED BASED ON 1 1/2" BITUMINOUS CONCRETE SURFACE COURSE. TYPE S9.56 1. FOR UTILITY LOCATIONS SEE 10,02. TACK COAT INTERMEDIATE QME � 2'-0^---�-_�
SHOULD ENTIRE DEVELOPMENT HAVE A CBR OF 6 OR GREATER, THEN AN SPECIFIC TRAFFIC PARAMETERS, INTERMEDIATE COURSE 2. CONCRETE SIDEWALK SHALL BE A MINIMUM OF 4" (SEE SECTION 1.11l 1 1/2" S9.59
ALTERNATIVE BASE COURSE PAVEMENT DESIGN MAY BE SUBMITTED TO THE 2. ALL DIMENSIONS NOTED AS MINIMUMS ARE SUBJECT TO THICK EXCEPT AT DRIVEWAYS WHERE MINIMUM
70WN ENGINEER FOR APPROVAL. STANOAROS REQUIRED BY ARTICLES 13 AND 16 OF THE STALLINGS 2 1/2' BITUMINOUS BINDER COURSE. TYPE III Tk#CKNFSS SHALL BE 8'. Fi�E- 2'-0' STANDARD CLi RB E GLITTER
t-fSUBCRADE DEVELOPMENT ORDINANCE. BASE COURSE 3. IRRIGATION SYSTEMS ARE NOT ALLOWED IN THE B" COMPACTS AGGREGATE BASE COURSE. OR a ACBC TYPE 826.01)
3. IRRIGATION SYSTEMS ARE NOT ALLOWED IN THE STREET 10" COMPACTED AGGREGATE BASE COURSE STREET RIGHTS -OF -WAY UNLESS AN ENCROACHMENT REMSIONS (OR 4 BCBC TYPE HO, INDIVIDUAL APPROVAL REOUIREI SHOULD
COMPACT SUBDRADE TO A45HT0 STANDARDS AND SPECIFICATIONS RIGHTS -OF -WAY UNLESS AN ENCROACHMENT AGREEMENT HAS SUBGRADE AGREEMENT HAS BEEN ISSUED BY THE TOWN OF NO, pA OESCRIPIIQN ENTIRE DEVELOPMENT NAVE A CBR OF 5 OR GREATER, THEN AN &QFr= FOR VARIABLE=
TYPICAL MINIMUM PAVEMENT SECTION BEEN 1ssuED BY THE TOWN OF srALUNcs. COMPACT suBGRaOE ro AASHTO STANDARDS AND SPECIFICATIONS STAWNGS. 1 6 42 REHSED PVW SECT THE COUNTY 6N=EETIVE BASE R FOR APPROVAL DESIGN MAY BE SUBMITTED Tq $�EVATIC7N RATES
4. TREES PROPOSED IN THE PLANTING STRIPS DR RIGHTS -OF -WAY 4. TREES PROPOSED IN THE PLANTING STRIPS OR
SHALL BE APPROVED BY THE TOWN OF STALLINGS PRIOR TO RIGHTS -OF -WAY SHALL BE APPROVED BY THE TOWN 2 1.210 REVISED SURFACE COURSE AMOUNT
INSTALLATION. - OF STALUNGS PRIOR TO INSTALLATION, COMPACTED SUBGRADE (SEE SECTION 1,A,1S)
TYPICAL, MINIMUM PAVEMENT„2EQTION APPROVED DATE: 02/2 IYP_ICAL PAVEMENT SECTION NOT TO SCALE NOT TO SCAM
° TOWN OF STALLINGS °' °r'" TOWN OF STALLINGS MECKLENBURG COUNTY
���•�� �l � DIVIDED RESIDENTIAL STREET `'�''' TOWN 0F3TALLIl�4
RESIDENTIAL STREET SECTION =[��- RESIDENTIAL COLLECTOR STREET SECTION LAND DEVELOPMENT
:LAND DEVELOPMENT STANDARDS D o LAND DEVELOPMENT STANDARDS
STANDARDS TYPICAL SECTIONS L
STANDARD CURB AND GUTTER
1a.o3 11.a3 z `•'•• ; SD RANDAM
10.17A
Nl
NOTE,
25" RADIUS 1/2" RADI + b l'-A' RAMP AND WING SLOPES SHALL NOT BE STEEPER THAN IN.
310. I " RADIUS 2 OTER FLOW LINE AND PLAN PROFILE SHALL BE MAINTAINED TILROUGH I �L PER CATED DOMES�RED
R 5T77 3r�g
UT
4
THE RAMP AREA, 4' PLANTINS STRIP 2' PLANT-1 STRIP
b Il2I ` 3. THE SURFACE OF THE RAMP SHALL EIE FLUI5H WITH THE FLOWLINE OF THE BAGK OF WALK
:% :., • , ; ', M ... /B" RADIUS CURB AND GUTTER.
l0" ) •�' ;+'rla" DfUy .+. �:'.': 1�„ 4. THE RAMP OPENING (AT THE FULLY DEPRESSED CLRB) SHALL B1= LOCATED BAI OF CK OF WALK
+' WITHIN THE PARAI_I_I BOUNDAPES OF THE CROSSWALK MAQICINIGS. THE FLOI LINED
RAMP CB+ITFRUINE SHALL BE LOCATED AT THE CORNER RADA CENTERLINE ROADWAY
UNLESS OTHERWISE Dill BY THE ENGINEER. DIAGONAL CURB RAMPS PLAN SYMBOL Gi2OS5WALK
.:2YO .�I • • d.'* ": .'a °. SHALL HAVE A SEGMENT OF STRAIGHT CURD AT LEAST 24 Il LONG ACC 10' MIN
ON EACH SIDE OF THE WNG SLOPE AND WITHIN THE CROSSWALK
MARKINGS, ACC
LOOMED r,F551�BLE I4' MIN
5. THE WING AND RAMP SURFACES SHALL BE 3600 P51 CONCRETE WITH A " q s ' '�'., '• +
2--0' VALLEY GUTTE37 1'-6" MEDIAN CURB AND GLITTER SIDEWALK FINSH LRN IIN ACCORDANCE WITH CRENT EDITICSTANDARD PLANTiNfr STIR
3PECIFICATIOI+15 FOR ROADS AND STRUCTURES. 6' PLANTING STRIP
TO 9E USED IN MEDIANS IHHEN LANES ARE SLOF177 6, DRAINAGE STRUCTURES, MAST ARMS. LIGHT POLES AND OTHER OBSTRUCTIONS 4, V(AL.K 51 WAL-K 5'-O" 4'-O"
FROM ISLAND OR A5 5PEGIFIED BT THE TOWN SHALL NOT BE PLACED N LINE WITH (RAMPS. LOCATION OF THE RAMP SHALL �T��I
ENC�INEET2. TAKE PRECEDENCE OVER LOCATION OF OEJSTRLJGTIOAF EXCEPT WHERE EXISTING �.q d-EVATIQU GONTIN JE JOINT
--ESAGK OF CURB
FACE OF GARB
GUTTER LIP
O-STRUl,111 B ARE= BE' -LNG UTILi2ED IN THE Nil CONSTRUCTION BAGK nF G
JOINT SEALER 1/5' RADIUS (TYPICAL) 1/b" RADIUS +- ( 7. AT ALL LOCATIONS, NOT LESS THAN 2 FEET OF FLU. I EIGHT CURE# SHALL BE TYPICAL ACCESSIBLE FRONT OF WALK
/4' PLACED BETWEEN THE RAMPS RAMPS AND PMESTRIAN CROSSIll PLAN YW-y-E6R6 -9L RAW
-2. !8" RADIUS 8. SEE STANDARD DRAWING 10558 FOR CETECTAA"E WARNING INSTALLATION. ON SUBDIVISIO{ASTREETS
WITH PLANTING STRIP K r�F WALK
. • Lh WALK ;} EX15TIN5 WALK 114" PER FOOT
5l1RFAG�E OF C�JTTT3Z f e 4' PLANTING STRIP 2' PLANTING STRIP T-Ifd°
3f4' RADIUS AGGE551BLE RAMP SLOPE NOT TO EXGE W 12,1
Q t FRONT OF S^iALK
o _` � � If4" PER FOOT
d •- - - ' a'.- - `aa.. I -1 NOTE P n
+ SIDEWALK )R BACK OF G9
L. 1 -b^� q' CROSSWALK y-� 6' ,.'L./ ". ''' a I I= JOIN D B P. JOINT PAGE OF CURB
I
JOINT FILLER 10' MIN ',, , PLANTING STR,� �f
1'-6' MOLNTAME CURB AND GUTTB?
FLOW LI �j
���*, TO BE USED IN M�lANS ONLY. WHEN SPEGIFIED BY 'A£(
��I� . y .
I O TES, THE APPROPRIATE TOWN EWNI E:RIN5 DE FT. b '•r •e®f � s°' .` m N�01'z T A+ �A
I. CONTRACTION JOINTS SHALL SE SPACE? AT IO-FOOT INTERVALS. FCC VALLEY GUTTER, "•.dwm »» m me�aee" GUTTER LIP
A 10-FOOT SPAOil MAY BE USED WHEN A MAC14NIE IS USED. JOINT SPACING MAY BE AL7F32ED •` ° b' PLANTING STRI 4'-0" OR 5'-0" 1"IALJG
BY THE TOWN EI�QNEER TO PREVENT LNCONTRCLZ_ED CRACKING, 4 4' )kALK 5' WALK
2. CONTRACTION JOINTS MAY BE INSTALLED BY THE USE OF TEIPLATES OR FORMED BY OTHER APPROVED METHODS. LURB-W7ER SLOPE 'A" ll
WHII SUCH JOINTS ARE NOT FORMED E3Y TEMPLATES, A MINIMUM DEPTH OF 1 1/2' SHALL BE OBTAINED, EX15TM OBSTRUCTION TYPICAL LOCATION OF ACCESS 7 9 TYPICAL RAMP q SECTION CONTINUE JOINT
3, ALL EXPANSION JOINTS SHALL BE SPACED AT 90-FOOT INTERVALS, AND ADJACENT TO ALL RIGID OBJECTS, SLCPE'E 1/4"/FT BAGK OF CURB q' O" TRUNGATED DOMES COLORED
JOINTS SHALL MATCH LOCATIONS WITH JOINTS IN ABUTTING SIDEWALK.
PAWS AND EEQgaMffi
CROSSWALKS
D+MEN510N5 AT BAGK OP GLJt I ST' 5 NO. 10,38
4, CONCRETE COMPRESSIVE STRENGTH SHALL EBE 3600 P.S.I.iD IN 28 DAYS. PLA EIII FOP OBSTRUCTCORNER I3` RADIUS OSLOPE 'W 3/8'/FT
5, CURB SHALL BE DEPRESSED AT INTERSECTIONS TO PROVIDE FOR FUTURE ACCESSIBLE RAMPS. QQRbEE RADIUS LESS THAN TEN FEET SEE NcooT STANDARD DRAWINGS
6, TOP 6" OF SLBGRADE BENEATH THE CURB AND GLI-1 54ALL BE COMPACTED TO 100% STANDARD PROCTOR DENSITY. NOT TO SCALE NOT TO SCALE NOT TO SCALE ELAN VIEW-DIAWNAL RAMP WITI-11 MTING STRIP NOT TO SCALE
"`•ep� MW of ffALL2M CURB AND CUTLER MINN OMM IM STANDARD PLACEMENT OF ACCESSIBLE TowN OF MUMS ACCESSIBLE RAMP SECTIONS WITH �` � TOWN OAF sMIM ACCESSIBLE RAMP STANDARD WITH
p °e1ti ■� ., mel
(49
�, LAPiDDIEV� lI�IT 9T'�u'ID"> s LAND s�'ANMQ s RAMP AND GENERAL NOTES b LAM sr�A> PLANTING STRIP 2-b CURB AND GUTTER LAND ffANDARDS PLANTING STRIP 2 -6 CURB AND GUTTER
•. �� 10.178 `»°�* 10e35A �,'•" °,.<� », s ■
10.318 '^°; 10.31A
I.
ALL DETECTABLE WARNING DEVICES USED IN NEW CONSTRUCTION SHALL I OF A 3?1DGfD PRECAST OR EMBEDDED
PRODUCT APPROVED BY THE TOWN ENGINEiB2, RETRO FIT MATS WILL ONLY BE ALLOWEl ON EXISTING RAMPS
WITH PRIOR APPROVAL OF THE TOWN ENGINEER FOR MATERIAL TYPE ARID N5TAUA71ON (E RESURFACING).
0'
2,
WIDTH OP DETECTABLE WARNING AREA SHALL HE A MINIMUM OF 4 FEET AND VARY WITH WIDTH OF RAMP,
3.
LENGTH OF DETECTABLE WARNING AREA SHALL BE 2 FEEL REGARDLESS OF SECTION WIDTI l
0,2
4.
DETECTABLE WARNING AREA CAN ENE SQUARE WHERE UbW IN A CURB RADIUS,
p "I
5,
DETECTABLE WARNING DOMES SHALL 5E ALIGNED ON A SQUARE GRID N THE PREDOMINANT DIRECTION OF
OF TRAVEL 70 PERMIT WHEB-5 TO ROLL BETWEEN DOMES.
TRUNCATED DOME SECTION
6.
DECTECTABLE WARNING AREA SHALL BE COLORED BLACK N ALL LOCATIONS EXCEPT ON TRYON STREET MALL,
WHIBRE FRETICH GRAY LS TO EE USED.
7,
IF PAVERS ARE TO BE USED, PAVERS SHALL BE 6" THICK AND CAST FROM 5000 pal OCNCRETE;
6,
MATS ARE TO RE RIGID WITH Tl DOWN EDGES EMBEDDED IN CONCRETE TO ELIMINATE TRIP HAZARD.
(I.b" TO 2,4°)
O 0 0 0 0 0 0 0 0 0 0 0 0 0 O O O a 0 0 0 0 0
0 0 0 O O O O O O O 0 0 O O 0 O O 0 O 0 O 0 0
O O O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
,
0 0 O O 0 0 0 O a 0 0 a 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O 0 0 0 0 0
(lb' TO 2.4")
0 0 0 0 0 0 O O a 0 0 0 0 0 0 0 0 0 0 0 0 0 0
O 0 0 0 O O O O O O O O O O O O 0 O O O 0 0 0 N
0 0 0 0 0 0 0 0 0 0 0 0 0 0 4 O 0 0 O 0 O 0 a
O O O O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O 0
O O 0 0 0 0 Q O 0 O O 0 O a O a O a 0 0 0 a 0
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
a 0 0 a 0 0 0 0 0 0 0 0 0 0 0 0 0 a 0 0 0 0 a
4..✓
@ 11
4'-0' MIN. (VARIES WITH WIDTH OF R AYP)
T PLNCATM DOME PLAN VIEW
Tl l IUC''.ATFn rTr%AF SRAC`.Il
DWG
SHEET TITLE
SPECIAL REQUIREMENTS AND NOTES
300.01
METHOD OF PIPE INSTALLATION - METHOD A
910.02
PARALLEL PIPE LAID SECTION -PRECAST CONCRETE FOR 15' TO 24' PPE
REQUIRED IN RIGHT OF WAY WITHIN THE ETJ
3f0.0-3
GROSS PPE END SECTION -PRECAST CONCRETE FOR IV TO 30' PPE
REGURF!] IN I OF WAY WITHIN THE ETJ
31OJO
DRIVEWAY PPE CONSTRUCTION USING NO SPECIAL END SECTIONS
ONLY AT LOCATIONS APPROVED BY THE CITY ENGINEE7R
815NO3
PIPE UNDERDRAIN AND ELM DRAIN
816.03
1 GECCO POSITS 51-101 DRAIN
838JOI
CONCRETE ENDWALL FOR SINGLE AND DOUBLE PPE CLLVEBRTS
NOTE I
15 Tl 148' PIPE 90' SK5W
NOTE 1
838.02
CONCRETE ENDWALL AND SLUICE GATE 15' TH7U 36" PIPE-90' SKEW
NOTE 1
83804
CONCRETE ENDWALL FOR SINGLE AND DOUBLE PPE CULVERTS
NOTE I
17'XISTI 711 PIPE ARCH 90' SKEW
NOTE I
838.05
CCNCRETE "I ENCII FOR SINGLE PIPE CULVERTS 1 THRU 46' PIPE
NOTE I
838,06
CONCRETE 'L" ENDWALL FOR SINGLE PIPE CULVERTS 77W THRU 71"X47"
NOTE I
711 ARCH PIPE
NOTE 1
838.07
CONCRETE ENDWALL FOR SINGLE AND OOL) E PPE CULVERTS
MOTE I
40"X$" THRU Ill PIPE ARCH 90'SKEW
NOTE I
838.08
CONCRETE 'L- ENDWALL FOR SINGLE PFE CULVERTS 40"X37
NOTE I
THRU 66"X51" PIPE ARCH
NOTE 1
83WO
CONCRETE E NDIWALL FOR CUTPALL 4'-6" CR 8" PIPE
NOTE 1
838JI
E'171CK 5NDWALL FOR SINGLE AND DOUBLE PIPE CULVERTS
NOTE I
B' TH7U 48' 90` SKEW
NOTE 1
838.14
BRICK ENDWALL FOR SINGLE AND DOLIBLE PIPE CLJ IIERT'S 17"X31'
NOTE I
THRU 77(47' 90' SKEW
NOTE I
838.15
ERICK 'L' ENDWALL FOR SINGLE PIPE CULVERTS U TH92J 48" PIPE
NOTE 1
838.16
BRICK 'L' ENDWALL FOR SINGLE PIPE CULVERTS 17'XYd" THRU
NOTE I
71"X47' PIPE ARCH
N07E I
838.17
BRICK ENDWALL FOR SINGLE AND DOUBLE PPE CLLVERTS 4(7X31"
NOTE I
THRU 667C51' PPE ARCH 90'3l
NOTE I
838,18
BRICK ENDWALL FOR SINGLE PIPE CULVERTS 40"X3r THRU
NOTE 1
605' PIPE ARCH 90' SKEW
NOTE I
838.20
BBRICK ENDWALL FOR OUTFALL 4, 6' AND 8" PIPE
NOTE I
838.21
REINFORCED CONCRETE EENDWALL FOR SINGLE 54• PPE 90' SKEW
NOTE I SEE CUTS 20.17 FOR SPLASH PAD
838.22
REINFORCED CONCRETE BND0WALL FCQ DOLRUF E TRIPLE 54" PIPE 90' SKEW
NOTE 1 SEE OLDS 20.17 FOR SPLASH PAD
836.27
REINFORCED CONCRETE E NYNALL FOR SINGLE 60" PIPE 90' SKEW
NOTE I SEE CLDS 2QJ7 FOR SPLASH PAD
838,28
RENFORCED CONCRETE ENDWALL FOR DOL l & TRIPLE 60" PIPE 90' SKEW
NOTE 1 51 CLD5 20.17 FOR SPLASH PAD
8316.33
EE INPORI'H] CONCRETE ENDWALL FOR SINGLE 66" PIS 90' SKEW
N01rw I SEE CADS 20.17 FOR SPLASH PAD
638.34
REINFORCED CONCRETE EBvf]WALL FOR DOLE € TRIFLE 66" PIPE 90' SKEW
NOTE I SEE CADS 20.17 FOR SPLASH PAD
836,39
REINFORCED CONCRETE ENDWALL FOR SINGLE 72" PIPE 90' SKEW
NOTE I SEE CLDS 2Q.17 FOR SPLASH PAD
831140
REINFORCED COON 12ETE BVDWALL FOR DO-JELF € T12PLE 72' PIPE 90' SKEW
NOTE I SEE CLDS 20.17 FOR SPLASH PAD
DWG
SHEET TITLE
SPECIAL REQUIRE-MEN1T5 AND NOTES
83845
NOTES FOR REINFORCED CONCRETE ENDWALL STANDARD DRAWINGS
NOTE I SEE CLDS 20.17 FOR SPLASH PAD
Ill THRU 838.40
NOTE I SEE CLDS 2037 FOR SPLASH PAD
83851
REINFORCED 13PCK EllJI FOR SINGLE 54, PIPE 90, SKEW
NOTE 1 SEE OLOS 20.17 FOR SPI PAC)
83852
REINFORCED BRICK 3,4DWALL FOR DOUR-E E TRIFLE 54" PPE 90'5KEW
NOTE I SEE CLDS 20.T7 FOR SPLASH PAD
83857
REINFORCED BRICK PNgWAUL FOR SINGLE 60" PIPE 90' SKEW
NOTE I SEE CLDS 20.17 FOR SPLASH PAD
83858
REINFORCED BRICK ENowALL FOR D011BLE $ TRIPLE 6C° PPE 9Q' I
NOTE I SEE OLDS 20.7 FOR SPLASH PAD
838.63
REINFORCED BRICK ENDWALL FOR SINGLE 66- PPE 90' SKEW
NOTE I SEE OLDS 20.7 FOR SPLASH PAD
838.64
REINFORCED BRICK ENDWALL FCR DOUBLS E TRIPLE 66" PPE 90' SKEW
NOTE I SEE CLDS 20,17 FOR SPLASH PAD
838,69
REINFORCED BRICK B�IDWALL FOR SINGLE 7T PIPE 90' Sil
NOTE I SEE Cl-D5 20J7 FOR SPLASH PAD
83a70
REINFORCED BRICK B�DWALL FOR DOI.BLE € TRIPLE 77 PPF 90' SKEW
NOTE I SEE CLD5 20,17 FOR SPLASH PAD
838.75
NOTES FOR REINFORCED BRICK ENDWALL STANDARD DRAWINGS 63851 THRU 831
NOTE I SEE CADS 20,17 FOR SPLASH PAD
831580
PRECAST CONCRETE ENDWALL FOR SINGLE 12' THRU 77 PIPE 90' SKEW
84C.00
CoNmETE BASE PAD FOR DRAINAGE-7 STRUCTURES
840.01
BRICK CATCH BASIN G° TIRLJ 54" PIPE
840.02
CONCRETE CATCH BASIN IT THRU 54" PIPE
840.03
FRAME. GRATE BASIN 12' THRU I PIPE
TYPE F AND G GRATES ARE OPTIONAL WIT14N THE CITY LIMITS
840.04
CONCRETE OPEN THROAT CATCH BASIN 12, TH12LJ 48' PIPE
NOTE 4 CPBNNGS PERMITTED N 4 511 OL-fIll OF STREET I
MANHOLE RING AND COVER REQUIRED IN TOP SLAB SEE CLDS 20.05 AfB
840.05
LBRICK OPEN THROAT CATCH BASIN 15" THRU 48' PIPE
NOTE 1, OPENINGS PERMITTED IN 4 SIDES OUTSIDE OF STREET R/W
MANHOLE RING AND COVER REQUIRED IN TOP SLAB SEE OLDS 20.05 ASB
84C.I4
BETE DROP INLET 12" THRU PPE
NOTE 1
840.15
BRICK DROP INLET Ill 30' PIPE
NOTE I
8401
DROP INLET FRAME AND GPATIr FOR USE WITH DWGS. a40J4 € 640.15
NOTE I
840.17
CONCRETE GRATED DROP Nil TYPE "NIT THRU 72" PIPE
NOTE 1
840.18
CONCRETE GRATED DROP INLET TYPE H 12" THRU 36' PPE
NOTE I
840J9
COINCRETE GRATED DROP INLET TYPE '1D' 12" THRU 36` PIPE
NOTE I
84020
FRAMES AND WIDE SLOT FLAT GRATES
NOT FOR I N PEDESTRIAN AREAS
840.22
FRAMES AND WIDE SLOT SAG GRATES
NOT FOR USE IN PEDESTRIAN AREAS
840.24
I AND NARROW SLOT SAG GRATES
84025
ANCHORAGE FOR FRAMF�S BRICK OR CONCRETE
84026
E RICK GRATED DROP III TYPE "A' 12' THRU 72' PIPE
84027
BRICK GRATED DROP MET TYPE 'H" T THRU 36" PIPE
840.28
BRICK GRATED DROP INLET TYPE 'D" 12' THRU 36' PPE
840.29
FRAM E5 AND NARROW SLOT FLAT GRATES
DRIVEWAY DROP INLET
r r
'
MWE
DWG
51455I TITLE
SPECIAL REWIPEMENTS Al NOTES
640.31
GONIOPETE .1NCTION BOX (WITH OPTIONAL MANIHOE.E) 12- THRU 66" PIPE
NOTE I, OPTIONAL MANHOLE IS REQUIRED
84C.32
BRICK JUNCTION BOX IT TI FXJ 66" PIPE
NOTE I, OPTIONAL MANHOLE IS REQUIRED
840.34
TRAFFIC Ell JLNCTION BOX FOR USE WITH PIPES 42" AND LENDER
NOTE Ii OPTIONAL MANHOLE IS REOLJPED, AS MEASURED FROM BOTTOM OF:
TOP SLAB -- FOR .UNCTION EIOX HEIGHT 0'-4'8" USE S TICK WALL,
FROM 4'8" HEIGHT TO 10' HIE3GHT, USE 12" THICK WALL. IF PROPOSED
STTaUCTLF25 EXCEEDS I2'-O' HEIGHT A SPECIAL DESIGN WLL BE REQUIRED
84055
TI 9EARl DROPGRATES
84a36
TRAFFIC BEARING DROP III POP STEEL 040.37) DOUBLE FRAME AND GRATES
NOT FOR USE IN PEDESTRIAN AREAS
84037
STEM.. GYRATE AND FRAME
NOT FOR USE IN PEDESTRIAN AREAS
840AI
SPRING BOX CONCRETE OR BRICK
840,45
PRECAST DRAINAGE STRUCTURE: (SOLID AND WAFFLE WALL)
WAJ`i-LE WALL E NOT PERMITTED 9N ROADWAY, PLANTING STRIPS,
OR MEDIANS. ALL OPENINGS SHALL BE PRE -CAST
84OA6
TRAFFIC BEARING PRECAST DRAINAGE STRUCTURE
84
BRICK MANIHOl 36- PIPE
84052
PRECAST MANHOLE 4' 5' AND 6' DIAMETER 12" TWPLI 42' PIPE
84OW
PRECAST MANHOLE WITH MASONRY BASE 12" THRU 42" PIPE
84054
MANI-I FRAME AND COVER
840.60
DRAINAGE ST12UGTLJRE STEPS
840.71
CONCRETE PAYED DITCHES
840,72
PIPE COLLAR
850.01
CONCRETE PAVED DITCHES
1352"04
METHODS FOR PLACWaT OF of NLEIS N GRASSED MEDIAN (JSN6 I'-6 CLJPB AND GI.l1TEM
8M05
MEDAgN CURB FOR CATCH BASIN (FOR USE WITI-I 1'-6' CURB AND GUTTER)
852,06
METHOD OF PLACEMENT OF DROP INLETS IN CONIC12ETE ISLANDS
876.01
RIP RAP N CHANNELS
876.03
DRAINAGED CHE WITH CLA55 "A" RIP RAP)
876,04
pRAINAGE DITCHES WIT} -I CLASS 'T3' RIP RAP
310,01
1998 DRAWINGS CONCRETE FLARED END SECTION
MOTE 11 FOR ALL STRUCTURE1% - IJGLIOT REa.IRES CLASS B CONCRETE M)CI 11 T14E TOM ICES 36M PSI COVCAETE STR94GT1-I • 28 DAYS 3600 PSI NOTE M I ALL STRUCTURES - NIC.'DOT PEOLS2ES CLASS B CONC WFE =CPS06 TI•E TOVNV REGUIMS 3600 PSI CONCRETE STIIIElsTl-E • 28 DAYS. 31= I NI:7M I, FOR ALL STRUCTIiZES - NCII RECLOES CLASS B CCNC WM CWC F% THE TOWN 31l PSI CONICAETE 1571IIEV6TN • 2E3 DAYS, 3600 PSI
NOT TO SCALE OCINICRETIM SHALL BE L IN ALL TOM PRCILIEll NOT TO SCALE CANCREFTE SHALL EE LEm N ALL TOM MJFCM NOT TO SCALE DOMC1l SHALL HE I N ALL TD'IM'I PRO.CIll NOT TO SCALE
•```"' NCDOT STANDARDS TOWNOFSTAUIM NCDOT STANDARDS TMOFs�' UMM NCDOT STANDARDS
T�vrro� srAlru�c�s TRUNCATED DOMES TOWN aF sTAu.Il�s '�••'s
L4MDEVZXRM 8rArIDM= PLAN AND CROSS-SECTION D. "° `•'.. ° � L� �TsTm� APPROVED FOR USE IN THE TOWN OF STAWNGS 20.00A t.•�» L sr�Jm APPROVED FOR USE IN THE TOWN OF STALUNGS ''• �� LANID �T ° APPROVED FOR USE IN THE TOWN OF STAWNGS 2o.aoc
10.356
» 20.00B
NO.
DATE
REVISION
BY
SHEET TITLE
DETAIL SHEET #1
PROJECT NO.
SCALE
N.T.S.
DATE
01 /02/19
PROJECT
COURTYARDS ON LA, WYERS ROAD
TOWN OF STALLINGS, UNION CO., N.C.
FOR: EPCON COMMUNITIES
DRAWN BY
VGK
CHECKED BY
YA7RBROUGH- IILL S & HOULE9 INc.
Planning o Surveying oEn ineering
�l(MdwgT
730 IPindsor Oak Court P,O. Box 1198
NC Corporate Charlotte, North Carolina, 28273 Pineville, North Carolina, 28134
Registration C-0475 704.556.1990 704.558.0505(fax)
DRAWING NO.
��
SHT OF t54SHTS

Construction Sequence
Clearing and Grubbing Phase
1. Receive plan approval from NCDEQ Land Quality Section,
2. Meet field inspector on site.
3. Clear and grubb only those areas necessary for installation of perimeter controls.
4. Construct perimeter controls.
PLASTICSLOPE GRAIN PIPE
5. After perimeter controls are in place, install all stormwater bypass systems
(PRACTICE STANDARD 6.32)_
(diversion ditches 2&3 and bypass storm systems) first prior to construction and clearing for
OR
skimmer and sediment basins. Stabilize ditches and install iniet protection devices in
GEOTEX71LE LINING
storm structures as soon as practical.
6. Clear and grubb as necessary to install skimmer and sediment basins.
7. Install skimmer and sediment basins. Stabilize basins and traps immediately after installation.
8. Set up preconstruc#ion review by inspector to check devices for compliance with standards
9. Clear and grubb site. Take care to ensure that areas where land -disturbing activites have
ceased are properly stabilized in accordance with NCDEQ regulations.
10, Redress stone construction entrance as needed.
TEMPORARY CR .
PERMANENT DITCH
Rough Grading Phase
Note: Rough grading phase includes grading of streets, ugh
ra m of lots rough and installation of utilities
STEEL POSTS (2LIANTITYVAR.)
g g COI R FIBER BAFFI_ES -
1. Rough grade streets and lots. (PRACTICE STANDARD 5.65)
2. Install utilities, as each structure is installed, install inlet
protection around all catch basins, drop inlets and manholes.
3. Stabilize all areas not to be built -on at this time.
4. When these areas become stabilized, set up meeting with
field inspector on site to obtain permission to clear and
grubb next phase.
Fine Grading Phase
1. Install lot gravel construction entrance and silt fence, on
each lot as house construction is to begin.
2. Install silt bags in catch basins and drop inlets adjacent
to lots where house construction is to begin. SKIjS/1jVIER
3. Clear lot and begin house construction.
4. Complete house construction.
SKIMMER (SIZE VAR.)
STOKE PAD
DI AM 111 F%AI (below skimmer)
RISER STRUCTURE
TRASH RACK
TOP OF EM&ANKMENT
1' MIN.All
FREEBOARD-
l' MIN�IC�I�lililii
4 f+ff�llfifiir��I�Erj��
�� I s��1�ll�l�s��llll=llll�IUI=�'
5. Fine grade lot.
I4__-.-____
6. Install landscape plantings, seed and fertilize or sod lot.
2
�"
7. After lot is stabilized, remove silt fence.
Post Construction
r 1 ,4t4
n''F4 4
Upon completion and stabilization of the upstream drainage
basins to each erosion control basins will be removed or
CLASS $ STONE PAD
y
converted to BMP'S in accordance with the Town of Stallings
(4' X 4? X 1' MINI.)
SE TIOIV�4L flEl
Past Construction Ordinance.
ANTIFLOTATICiN BLOCK
TRENCH
2' DEEP
ADDITIONAL EROSION CONTROL MEASURES MAY
,1
BE REQUIRED DEPENDING ON FIELD CONDITIONS.
Seedbed Preparation Notes
1 S f t t l t b t it d d' t
RISER STRUiLTURE
EMBANKMENT
STONE ENFl
DISSIPATC-lR
EMERGENCY SPI LWAY
R
WQQD STAKE
OR METAL POST
]!U- EMERGENCY SPILLWAY
=tiCti=I111�1i�iTI ��-,�
iiv INI fidi ilU 11 .
BARREL
PI PE
ANTI -SEEP STABILIZED
COLLAR 0UTLET
ur ace wo er con ro measures o e ms a e actor ing o NIT
plan.
ES
2. Areas to be seeded shall be ripped and spread with available
be
topsoil 3' deep. Total seedbed prepared depth shall be 4' "to 1. SEED AND PLACE MATTING FOR EROSION CONTROL ON INTERIORAND EXTERIOR SIDESLOPES.
6" deep. 2. INSTALLA MINIMUM OF 3 COIR FIBER BAFFLES IN ACCORDANCE WITH PRACTICE STANDARD 6.65.
3. Loose rocks, roots and other obstructions shall be removed
from the surface so that they will not interfere with establish- 3. INSTALLSKIMMER AND COUPLING TO RISER STRUCTURE OR DIRECTLY INTO EMBANKMENT 1 FT. FROM BOTTOM OF BASIN,
ment and maintenance of vegetation. Surface for final seedbed
preparation, at finish grades shown, shall be reasonably smooth 4, THE ARM PIPE SHALL HAVE A MINIMUM LENGTH OF 6 FT. BETWEEN THE SKIMMERANDI COUPLING,
and uniform.
4. If no soil test is token, fertilizer and lime to be according
to seeding specifications on plan,
5, If soil test is taken, provide lime and fertilizer according
to soil test report.
6. Lime and fertilizer shalt be applied uniformly and mixed with Figure 6.61 d Sediment Basin 'with Riser P arel Pipe)
the soil during seedbed preparation.
Seeding Specifications
Grass: Kentucky Fescue #31 80 Ib./ac. (add 30 Ib./ac.
Rye Grain- Nov. thru Feb.)
Fertilizer 10-10-'-10 1D00 Ib./ac.
6.61 SEDIMENT BASIN
0-20-0 500 Ib./ac.
Lime 2Tac.
Mulch Small grain 1 f T/ac.
Emulsified tack 225 gal/ac.
CONSTRUCTION SPECIFICATIONS
Site preparations- Clear, grub, and strip topsoil from areas under the embankment to remove trees, vegetation, roots, and other
objectionable material. Delay clearing the pool area until the dam is complete and then remove brush, trees, and other
Table 6.110 - Seeding No. 5P for: Grass -line Channels
objectionable materials to facilitate sediment cleanout. Stockpile all topsoil or soil containing organic matter for use on the outer
Seeding mixture
shell of the embankment to facilitate vegetative establishment. Place temporary sediment control measures below the basin as
Species' Rate(lb/acre)
needed.
Tall fescue 200(4-5 Ib/12000 ft )
Nurse plants
Cut-off trench- Excavate a cut-off trench along the center line of the earth fill embankment. Cut the trench to stable soil
Between May 1 and Aug. 15 add 15 lb/acre Sudangrass or 10 lb/acre German millet.
material, but in no case make it less than 2 feet deep. The cut-off trench must extend into both abutments to at least the
Before May 1, or after Aug. 15, add 40 lb/acre rye (grain),
elevation of the riser crest. Make the minimum bottom width wide enough to permit operation of excavation and compaction
Seeding dates
equipment, but in no case less than 2 feet. Make side slopes of the trench no steeper than 1: 1. Compaction requirements are the
Best: Aug. 25-Oct.
some as those for the embankment. Keep the trench dry during backfilling and compaction operations.
Possible; Feb.-Apr.15
Avoid seeding from Nov. to Jan. If seeding must be done at this time, add 40 lb/acre
Embankment- Take fill material from the approved areas shown on the plans. It should be clean mineral soil, free of roots, woody
rye grain and use a channel lining that offers mox'mum protection.
vegetation, rocks, and other objectionable material. Scarify areas on which fill is to be placed before placing fill. The fill material
Soil amendments
Apply lime and fertilizer according to soil tests, or apply 4,000 lb/acre ground agricultural
must contain sufficient moisture so it can be formed by hand into a bail without crumbling. if water can be squeezed out of the
limestone and 1,OD0 lb/acre 10-10-10 fertilizer. Operate tillage equipment across the waterway.
ball, it is too wet for proper compaction. Place fill material in 6 to 8 inch continuous layers over the entire length of the fill area
Mulch
and compact it. Compaction may be obtained by routing the construction hauling equipment over the fill so that the entire surface
Use jute, excelsior matting, or other effective channel lining material to cover the bottom
of each la er is traversed b at least one wheel or tread track of heavy equipment, or a compactor may be used. Construct the
y y yp y
of channels and ditches, and staple securely. The lining should extend above the highest
embankment to on elevation 10 percent higher than the design height to allow for settling.
calculated depth of flow- On channel side slopes above this height, and in drainages not
requiring temporary finings, apply 4,000 lb/acre groin straw and anchor straw by
Conduit spillways- Securely attach the riser to the barrel or barrel stub to make a watertight structural connection. Secure all
stapling netting over the top.
connections between barrel sections by approved watertight assemblies. Place the barrel and riser on a firm, smooth foundation of
Mulch and anchoring materials must not be allowed to wash down slopes where they can
impervious soil. Do not use pervious material such as sand, gravel, or crushed stone as backfill around the pipe or anti -seep
clog drainage devices.
collars. Place the fill material around the pipe spillway in 4-inch layers, and compact it under and around the pipe to at least the
Maintenance
some density as the adjacent embankment. Care must be taken not to raise the pipe from firm contact with its foundation when
Inspect and repair mulch frequently. Refertilize in late winter of the following year, use
compacting under the pipe haunches. Place a minimum depth of 2 feet of compacted backfill over the pipe spillway before crossing
soil tests or apply 150 lb/acre 10-10-10. Mow regularly to a height of 2-4 inches.
it with construction equipment. Anchor the riser in place by concrete or other satisfactory means to prevent flotation. In no case
should the pipe conduit be installed by cutting a trench through the dam after the embankment is complete.
Refer to Appendix 6.02 for botantical names.
Emergency spillway- Install the emergency spillway in undisturbed soil. The achievement of planned elevations, grade, design width,
Table 6.10b - Temporary Seeding Recommendations for Summer
and entrance and exit channel slopes are critical to the successful operation of the emergency spillway.
Seeding mixture
Species' Rate(lb/acre)
Inlets- Discharge water into the basin in a manner to prevent erosion. Use diversions with outlet protection to divert
German millet 40
sediment-lcden water to the upper end of the pool area to improve basin trap efficiency (References: Runoff Control Measures and
In the Piedmont and Mountains, a small -stemmed Sudangrass may be substituted at a
Outlet Protection).
rate of 50 lb/acre.
Seeding dates
Erosion control- Construct the structure so that the disturbed area is minimized. Divert surface water away from bare areas.
Mountains - May 15-Aug, 15
Complete the embankment before the area is cleared. Stabilize the emergency spillway embankment and all other disturbed areas
Piedmont - May i-Aug. 15
Coastal Plain - Apr. 15-Aug. 15
above the crest of the principal spillway immediately after construction (References: Surface Stabilization).
Soil amendments
Follow recommendations of soil tests or apply 2,000 lb/acre ground agricultural limestone
Install porous baffles as specified in Practice 6.65, Porous Baffles.
and 750 lb/acre 10-10-10 fertilizer.
Mulch
Safety-- Sediment basins may attract children and can be dangerous. Avoid steep side slopes, and fence and mark basins with
Apply 4,000 lb/acre straw. Anchor straw by tacking with asphalt, netting or a mulch
warning signs if trespassing is likely. Follow all state and local requirements.
anchoring tool. A disk with blades set nearly straight can be used as a mulch anchoring tool.
Maintenance
MAINTENANCE
Refertilize if growth is not fully adequate. Reseed, refertilize and mulch immediately
Inspect temporary sediment basins at least weekly and after each significant (1/2 inch or greater) rainfall event and repair
following erosion or other damage.
immediately. Remove sediment and restore the basin to its original dimensions when it accumulates to one-half the design depth.
Place removed sediment in on area with sediment controls.
Table 6.10b - Temporary Seeding Recommendations for Fall
Check the embankment, spiliwoys, and outlet for erosion damage, and inspect the embankment for piping and settlement. Make all
Seeding mixture
necessary repairs immediately. Remove all trash and other debris from the riser and pool area.
Species' Rote(lb/acre)
Rye (grain) 120
EROSION CONTROL TEMP, DIVERSION DITCH CHART
Seeding dates
Mountains - Aug. 15 - Dec. 15
Coastal Plain - Aug. 15 - Dec. 30
Soil amendments
Follow recommendations of soil tests or apply 2,000 lb/acre ground agricultural limestone
and 1000 lb/acre 10-10-10 fertilizer.
Mulch
Apply 4,000 lb/acre straw. Anchor straw by tacking with asphalt, netting or a mulch
anchoring tool. A disk with blades set nearly straight can be used as a mulch anchoring tool.
Maintenance
Repair and refertilize damaged areas immediately. Topdress with 50 lb/acre of nitrogen in March.
If A is necessary to extend temporary cover beyond June 15, oversoed with 50 lb/acre Kobe
(piedmont and Coastal Plain or Korean (Mountains) lespedeza in late February or early March.
Table 6.10b - Temporary Seeding Recommendations for Winter and Early Spring
Seeding mixture
Species Rate(lb/acre)
Rye (grain) 120
Annual lespedezo (Kobe in
Piedmont and Coastal Plain,
Korean in Mountains) 50
Seeding dates
Mountains - Above 2500 ft: Feb. 15 -- May 15
Below 2500 ft: Feb. 1 - May 1
Piedmont - Jan. 1 - May 1
Coastal Plain - Dec. 1 - Apr. 15
Soil amendments
Follow recommendations of soli tests or apply 2,000 lb/acre ground agricultural limestone
and 750 lb/acre 10-10-10 fertilizer.
Mulch
Apply 4,000 lb/acre straw. Anchor straw by tacking with asphalt, netting or a mulch
anchoring tool. A disk with blades set nearly straight can be used as a mulch anchoring tool.
DITCH
NO.
C
I10
AREA
(AC.)
Q10
SLOPE
%
SIDE
SLOPE
DEPTH*
W(ft.)
B(ft.)
N
VELOC.10
TYPE OF STABILIZATION
NORTH AMERICAN GREEN OR EQUIVALENT
1
0.6
7.03
0.28
1.18
3.60
3:1
0,15
9
3
0.03
2.43
SEED, STRAW, W/ NET
2
0.6
7,03
20,55
86,68
2.67
3:1
1.52
33
3
0.03
7.62
9" RIP RAP, 20" DEPTH
3
0.6
7.03
10.10
42.60
1.30
3:1
1.29
33
3
0.03
4.86
SEED, STRAW, W/ NET
4
0.6
7.03
6.84
28.85
2.60
3:1
0.90
9
3
0.03
5.63
6" RIP RAP, 14" DEPTH
5
0.6
7.03
0.54
2.28
2,00
3:1
0.25
9
3
0.03
2.44
SEED, STRAW, W/ NET
6
0.6
7-03
3.33
14.05
0.84
3:1
0.84
9
3
0.03
3.08
SEED, STRAW, W/ NET
NOT TO SC f4Lf
I»majency
spillway
Embankill
?Cncy
way
-Sedrment Cross -Section
stl,r;agE xane
View
Figure 6.64c Example of a sediment basin with a skimmer outlet and erliercdency spillway. From Pennsylvania
Erosion and Sedimpnt Pollution Control Manual, March, 2000
-lo-L_':,1UPE
9
..'-_F FITr'r UNIT
p�L._• i VL V�-W
r,,
Pvt P E ,v
;d
- aJAtLP SUR�AL E -
P'v: E-w: S AP
PVi PIPE
- II
v_
TF
- f- I:
R.l i"
F
EVE VIE`J�1 _'.' riT VIDA
NEW STABILIZATION TIMEFRAMES
Site Area Description
Stabilization
Timefrome Exceptions
0 Perimeter dikes,swales,ditches and slopes
i days
None
44 High Quality water (HOW) Zones
7 days
None
Slopes steeper than 3:1
P
7 da y9
If slopes are 10' or less in length and are
not steeper than 2:1, 14 days are allowed
� Slopes 3:1 of flatter
14 days
7 days for slopes greater than 50' in length.
d All other areas with slopes flatter than 4:1
14 days
None, eKcept for perimeters and Haw Zones.
SKIMMER BASIN - NCDENR STD. 6.64
6.51 HARDWARE CLOTH do GRAVEL INLET PROTECTION
I}FSIGN CRITERIA
Ensure that drainage areas do not exceed 1 acre per inlet.
CONSTRUCTION SPECinCAIIONS
Clear, grub, and strip the area under the embankment of all vegetation and root mat. Remove all surface soil containing high amounts of
organic matter and stockpile or dispose of it properly. Haul all objectionable material to the designated disposal area. Place temporary sediment
control measures below basin as needed.
Ensure that fill material for the embankment is free of roots, woody vegetation, organic matter, and other objectionable material. Place the fill
in lifts not to exceed 9 inches, and machine compact it. Over fill the embankment 6 inches to allow for settlement.
Shape the basin to the specified dimensions. Prevent the skimming device from settling into the mud by excavating a shallow pit under the
skimmer or providing a low support under the skimmer of stone or timber.
Place the barrel (typically 4-inch schedule 40 PVC pipe) on a firm, smooth foundation of Impervious soil. Do not use pervious material such as
sand, gravel, or crushed stone as backfill around the pipe. Place fill material around the pipe spillway in 4-Inch layers and compact it under
and around the pipe to at least the some density as the adjacent embankment. Care must be taken not to raise the pipe from the firm
contact with its foundation when compacting under the pipe haunches. Place a minimum depth of 2 feet of compacted backfill
over the pipe spillway before crossing it with construction equipment. In no case should the pipe conduit be installed by cutting a trench
through the dam after the embankment is complete.
Assemble the skimmer following the manufacturers instructions, or as designed.
Lay the assembled skimmer on the bottom of the basin with the flexible joint at the inlet of the barrel pipe. Attach the flexible joint to the
barrel pipe and position the skimmer over the excavated pit or support. Be sure to attach a rope to the skimmer and anchor it to the side of
the basin. This will be used to pull the skimmer to the side for maintenance.
Earthen spIlwil Instal l the spillway in undistrubed soil to the greatest extent possible, The achievement of planned elevations, grade, design
width, and entrance and exit channel slopes are critical to the successful operation of the spillway. The spillway should be lined with laminated
plastic or impermeable geotextile fabric. The fabric must be wide and long enough to cover the bottom and sides and extend onto the top of
the dam for anchoring in a trench. The edges may be secured with 8-inch staples or pins. The fabric must be long
enough to extend down the slope and exit onto stable ground. The width of the fabric must be one piece, not joined or spliced; otherwise
water can get under the fabric. If the length of the fabric is insufficient for the entire length of the spillway, multiple sections, spanning the
complete width, may be used. The upper section(s) should overlap the lower section(s) so that water cannot flow under the fabric. Secure the
upper edge and sides of the fabric in a trench with staples or pins.
Inlets -Discharge water into the basin in a manner to prevent erosion. Use temporary slope drains or diversions with outlet protection to divert
sedimentladen water to the upper end of the pool area to improve basin trap efficency.
Erosion control -Construct the structure so that the disturbed area is minimized. Divert surface water away from bare areas. Complete the
embankment before the area is cleared. Stabilize the emergency spillway embankment and a1I other disturbed areas above the crest of the
principal spillway immediately after construction.
Install porous baffles as specified in Practice 6.65, Porous Baffles.
After all the sediment -producing areas have been permanently stabilized, remove the structure and all the unstable sediment. Smooth the area
to blend with the adjoining areas and stabilize properly.
MAINTENANCE
lnspect skimmer sediment basins at least weekly and after each significant (one-half inch or greater) rainfall event and repair immediately.
Remove sediment and restore basin to its original dimensions when sediment accumulates to one-half the height of the first baffle. Pull
the skimmer to one side so that the sediment underneath it can be excavated. Excavate the sediment from the entire basin, not just around
the skimmer or the first cell. Make sure vegetation growing in the bottom of the basin does not hold down the skimmer.
Repair the baffles if they are damaged. Re -anchor the baffles if water is flowing underneath or around them.
If the skimmer is clogged with trash and there is water in the basin, usually jerking on the rope will make the skimmer bob up and down and
dislodge the debris and restore flaw. If this does not work, pull the skimmer over to the side of the basin and remove the darts. Also, check
the orifice inside the skimmer to see if it is clogged; if so remove the debris.
If the skimmer arm or barrel pipe is clogged, the orifice can be removed and the obstruction cleared with a plumber's snake or by flushing
with water. Be sure and replace the orifice before repositioning the skimmer.
Check the fabric lined spillway for damage and make any required repairs with fabric that spans the full width of the spillway. Check the
embankment, spillways, and outlet for erosion damage, and inspect the embankment for piping and settlement. Make all necessary repairs
immediately. Remove all trash and other debris from the skimmer and pool areas.
Freezing weather can result in ice forming in the basin. Some special precautions should be token in the winter to prevent the skimmer from
plugging with ice.
For securing the wire mesh hardware cloth barriers, use steel T posts. The posts need to be 1.25
lb./linear ft. steel with a minimum length of 5 feet. Make sure the posts have projections to facilitate
fastening the hardware cloth. Securely drive each stake into the ground to a minimum depth of 2 feet.
The maximum spacing for the posts is 4 feet -
The wire mesh should be at least a 19-guage hardware cloth with a 1/4 inch mesh opening. The total
height should be a minimurn of 2 feet. Providing a flap of hardware cloth on the ground projecting away
from the inlet can aid in removal of the stone at the project's completion. The
sediment control stone, with a height of 16 inches, should have an outside slope of 2:1.
PJ C- q
The top elevation of the structure must be at least 12 inches lower than the ground elevation downslope WAS E D
from the infet. It is important that all storm flows pass over the structure into the storm drain and not
bypass the structure. Temporary dikes below the structure may be necessary to prevent bypass flow. Soil
excavated when constructing the sediment pool may be used for this purpose.
CONSTRUCTION SPECIFICATIONS
Uniformly grade a shallow depression approaching the inlet.
Drive 5-foot steel posts 2 feet into the ground surrounding the inlet. Space posts evenly around the
f f t
perimeter of the Inlet, a maximum o 4 ee apar .
Surround the posts with wire mesh hardware cloth. Secure the wire mesh to the steel posts at the top,
middle, and bottom. Placing a 2-toot flap of the wire mesh under the gravel for anchoring is
recommended.
Place clean gravel (NCDOT #5 or #57 stone) on a 2:1 sloope with a height of 16 inches around the wire,
and smooth to an even grade.
Once the contributing drainage area has been stabilized, remove accumulated sediment, and establish
final grading elevations.
Compact the area properly and stabilize it with groundcover.
MAINTENANCE
Inspect inlets at least weekly and after each significant (1/2 inch or greater) rainfall event. Clear the
mesh wire of any debris or other objects to provide adequate flow for subsequent rains. Take care not
to damage or undercut the wire mesh during sediment removal. Replace stone as needed.
6.06 TEMPORARY GRAVEL CONSTRUCTION
EN TRANCE/EXI T
CONSTRUCTION SPECIFICATIONS
Clear the entrance and exit area of all vegetation, roots,
and other objectionable material and properly grade it.
Place the gravel to the specific grade and dimensions
shown on the plans, and smooth it.
Graded Slopes and Fills Provide drainage to carry water to a sediment trap or
The angle for graded slopes and fills shall be no greater than the
other suitable outlet.
angle which can be retained by vegetative cover or other adequate
erosion control devices or structures. In any event, upon
Use geotextile fabrics because they improve stability of
completion of any phase of grading, slopes left exposed shall be
the foundation in locations subject to seepage or high
planted or otherwise provided with ground cover, devices, or
water table.
structures sufficient to restrain erosion. See chart below for
stabilization timefromes.
MAINTENANCE
Maintain the gravel pad in a condition to prevent mud
or sediment from leaving the construction site. This may
require periodic topdressing with 2-inch stone. After
each rainfall, inspect any structure used to trap
sediment and clean it out as necessary. Immediately
remove all objectionable materials spilled, washed, or
tracked onto public roadways.
NOTE: 1.) STOP STORM DRAINAGE ABOVE DIVERSION DITCHES AND SEDIMENT BASINS.
SCHEDULE INSTALLATION OF REMAINING PIPE AFTER ROADS AND DENUDED AREAS HAVE BEFN
STABILIZED AND SILT BASINS HAVE BEEN REMOVED.
2.) SPILLWAY SIZE BASED ON L= Q3 h) .s ( MIN. SPILLWAY LENGTH = 10' 30 ICES)
3.) INVERT OF BASIN IS THE MAXIMUM ELEVATION ALLOWED IN ORDER TO FUNCTION PROPERLY
WITH THE STORM DRAINAGE SYSTEM. THIS ELEVATION MAY BE LOWERED BASED ON FIELD CONDITIONS.
4.) TOP OF BERM DEPTH INCLUDES V FREEBOARD.
5.) PLACE SILT FENCE AT TOE OF BERM FOR BASINS AND WRAP SILT FENCE TO BASIN
OUTLETS. BERM SLOPES SHALL BE SEEDED UPON CONSTRUCTION OF BASINS.
6.) SEDIMENT TRAPS AND BASINS SHALL BF STABILIZED IMMEDIATELY AFTER INSTALLATION,
SKIMMER
BASIN No'
DRAINAGE
AREA (AC.)
DENUDED
(AC.)
Q10
(cfs)
STORAGEREQUIRE
VOL. (CF)
VOLOUMEG(CF)
PROVIDED
TOP
W(ft) X L(ft)
BOTTOM
W(ft) X L(ft)
SPILLWAY
WIDTH (FT)
HEAD (FT)
AT SPILLWAY
BOTTOM
ELEV.
TOP OF
DAM ELEV.
SURFACE AREA
(REQUIRED)
SURFACE AREA
(ACTUAL)
SKIMMER ARM ASSEMBLY
DIAMETER AND LENGTH
SKIMMER ORIFICE
FAIRCLOTH
3
4.26
3.67
17.97
6,606
13,650
38'x190'
27'x178'
10'
0.5
674
680
5,839 s.f.
8,353 s.f.
1.5" DIAMETER
6.00'
2.0" W/
1.6" DIA. ORIFICE
5
4.12
4.12
1T38
7,416
11,869
78'x89'
65'x77'
10'
0.5
674
680
5,647 s.f.
6,841 s.f.
1.5" DIAMETFR
6,00'
2.0" W/
1.7" DIA, ORIFICE
6
1.09
1.09
4.60
1,962
6,099
1 59'x6l'
47'x48'
10'
0.5
676
682
1,494 s.f.
3,727 s.f.
1.5" DIAMETFR
6.00'
1.5" W/
0.9" DIA, ORIFICE
7
2.71
2.71
1 11,43
4,878
1 7,525
42'x101'
31'x88'
10'
0.5
676
682
3,715 s.f.
4,734 s.f.
1.5" DIAMETER
6.00,
1.5" W/
1.5" DIA. ORIFICE
Maintenance
Refertilize if growth is not fully adequate. Reseed, refertilize and mulch immediately following erosion RISER BASIN - STATE DETAIL #6.61
or other damage.
RISER BASIN
NO.
DRAINAGE
AREA (AC.)
DENUDED
AREA
(AC.)
02
(cfs)
Q10
(Cfs)
REQUIRED
STORAGE
VOL. CF
STORAGE
VOLUME (CF)
PROVIDED
TOP(Min.)
W(ft) X L(ft)
BOTTOM(Min.)
W(ft) X L(ft)
RISER CREST
H(ft)
RISER
BARREL
DIA. (IN)
BARREL
SLOPE %
HEAD AT
RISER (FT)
DAM
WIDTH
Z FT
( )
SPILLWAY
WIDTH (FT)
HEAD (FT)
AT SPILLWAYANCHOR
CONCRETE
BARREL
LENGTH
BARREL
INV. IN
BARREL
INV. OUT
BOTTOM
ELEV.
TOP OF
DAM ELEV.
SURFACE AREA
(REQUIRED)
SURFACE AREA
(ACTUAL)
BAFFLES
FOREBAY
SKIMMER ARM ASSEMBLY
DIAMETER AND LENGTH
SKIMMER ORIFICE
FAIRCLOTH
1
31,72
23.05
44.92
70.23
57,096
96,287
114'x463'
101'x451'
2
OUTLET BOX
18"
0.5D
1
10
5.0
OUTLET BOX
0.5
7.5'x7.5'xl'
59.53
659.30
659.00
663.00
669.00
30,549 s.f.
51,741 s.f.
YES
YES
3" DIAMETER 8.00'
4" W/ 3.9" DIA. ORIFICE
2
22.45
21.77
28.56
44.05
40,410
51,146
137'x294'
124'x275'
2
OUTLET BOX
24"
0.63
1
10
5.0
OUTLET BOX
0.5
7.0'x7.0'xl'
65.33
660.91
660.50
665.00
671,00
19,160 s.f.
27,786 s.f.
YES
YES
3" DIAMETER 8.00'
4" W/ 3.3" DIA- ORIFICE
�N�� g�N CARS(
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17637
SCENT a.
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2-3"
i
THIS PLAN IS A FINAL DESIGN -NOT
RELEASED FOR CONSTRUCTION
UNLESS INITIALLED/DATED AS APPROVED:
APPR0 VED:
INITIALS DATE
NO,
DATE
REVISION
BY
SHEET TITLE
DETAIL SHEEN' #3
PROJECT NO,
SCALE
N.T.S.
DATE
01 /02/19
PROJECT
COURTYARDS OBIT LAWYERS ROAD
'OWN OF STALLINGS, UNION CO., N.C.
FOR: EPCON COMMUNITIES
DRAWN BY
VGK
CHECKED BY VGK
�J �r
YARBRoil.Trm-'ya/IIII.II.IIAms & HouLE9 J Nc.
Planning o Surveying o Engineering
7300 Windsor Oak Court P.O 3Box 1198
NC Corporate Charlotte, North Carolina, 28273 Pineville, North. Carolina, 28134
Registration C-0475 704.556.1990 704.556.0505(fsx)
DRAWING NO.
SHT 4'%F 54`SHTS

NOTES
I, CONNECT CPA55 SWALE EASEMENT TO A DEDICATED 2O' PO5T GONSTRIIGTIC
PUI IC RIGkT OP WAY WITH A 20-FOOT ACCESS EASEMENT. CENTER L5 Efl HA NT (f
GENTERET7 ON CHANNEL
VARIES - MAXIMUM ioo,
GHIi DAM (SEE DETAIL)
i• ►�# 4 4 • • 4 F
• r • ♦ r 4 r • # r i i
21 MINIMUM
BOTTOM WIDTH
frLog # • # # r-w-lvTe a r # i • ZRi kF a Ei'FECTIVE eatdi
A FOREBAY BERM
(5EE Ie7AIQ
PLAN VIEW
IrMAXIMUM SLOPE
ui-l�f.. t F-1 b" FREE udjF�-_ lti
Il,
"
n-
111tilifr'a�LWtPL��rgreeyLFr�
ll f I 'II'1I18frIfF ill II�II�nL�fl�n-
VE&ETATION
SECTION A -A MAINTAINED TO
ZY-b" HEIGHT
ail�i �l
mob,�
2" Fairdath Skimmer® Cut Sheet
J. W, Faircbth & Son, Inc
vvww. Fahcloth Skimmer. cam
Skimmer shown in
flcatino position
1" vent
4' Sch AO with Yellow tip Aluminum straps
coupling suspending Inlet
connection ' 2 Ya" pvc float
zr y
" ha
SOh 4050LIp PVG , `, - ,.f
barrel or "arm" /
SUPPLIED BY USER' / I_
Inlet
� - Patenre sAra75r
tOrifice oluo for Inlet
1Ya"hoot, sta clamps 2"Inlet 2"HEAD on center
ch
2" threaded male doing
outlet end extension a of Inlet and vrH,daV
1. Skimmer can be attached to a straight 4" sch 40 pipe through the dam but the pipe may need to be
anchored to the bottom at the connection so it is secure, Coupling can be removed and hose attached to
outlet using the threaded 2" fitting. Typical methods used: on a metal structure a steel stubout welded on
the side at the bottom sida with a 2" threaded coupling orreducers. on a concrete structure with a hole or
orlflce at the bottom, use a steel plate with a hole cut In it and coupling welded to it that will fit over the
hole in the concrete and bolted to the structure with seaiant grout a 4" love pipe in a hole In the concrete
to connect the skimmer,
2. Dimensions area approximate. not intended as plans for construction.
PP P
3. Barrel solid not foam core pipe) should be 1A times e depth of water with a minimum length of 6'
{ P P } the � 9
so the Inlet can be pulied to the side for maintenance. If more than 6' long weight may have to be added
to inlet t4 counter the increased buoyancy.
4. Inlet tapers down from 7 maximum inlet to a 1 'fv" barrei and hose. Barrel is smaller to reduce
buoyancy and tendency to ilfl inlet but is sufficient for flow through Inlet because of slope- The Inlet orifice
can be reduced using the plug and cutter provided to control the eutilory rate.
5. Inlet Is 4" pipe between the straps with aluminum screen door for access to the Inlet and orifice inside.
6. Capacity 3,283 cubic feet per day maximum with 2" inlet and 7' head, Inlet can be reduced by
Installing a smaller orifice using the plug and cutter provided to adjust flour rate for the particular basin
volumo end drawdown time required.
7, Shipped assembled- User glues inlet extension and barrel. Installs vent, cuts critics in plug and
attaches to outlet pipe or structure. Includes flemble hose, rope, orifice cutter, etc.
2ihchCut 1-15.2019 January 15, 2019
tit -a'.I- GA IL „ _''JAI LL-%AIli ha
Ntni
STD, RIP RAP
APRON
WATER GUALITY 57ORM
2 VARIES, HfEi4iii TO BE
I I- DE-516NED TO MAINTAIN
L FI IVE SLOPE LE55
THAN 2%
CHECK DAM and
FORE'SAY GERM
UETA
NOT TO
GRASS CHANNEL �
BMP FIG. 4.5.2 121.17
11/21 Faircloth Skimmer®Cut Sheet
J. W. Faircloth & Son, Ire.
www Faircicth$kimmer coin
Skimmer shown in
fioa,(ma n sin turn
1'Vent
c�Sch 40 With Rao tip Aluminum straps
pling suspending Inlet
correction'
o 2' love float
f
` tar'
1'A' Sah 40 SOLID pvc
barrelcr`arm' i-
SUPPLIED BY USER 3
Jr _
i8° z/
Inlet 1
pestle 5,11140,751
Orifice DUG for inlet
NO inlet extension IVY HEAD on
Just the barrel center of inlet and
connected to the Tea orifice
1 %" hose, ss damps
i%" threaded mate fitting
an outlet and
'I. Skimmer can be attached to a straight 4" sch 40 pipe through the dam but the pipe may need to be
anchored to the bottom at the connection so it is Saari Coupling can he removed and hose attached to
outlet using the threaded 14," fitting. Typical methods used. on a metal structure a steel stubout welded
on the side W the bottom side with a 1 %" threaded coupling or reducers', of a concrete structure with a
hole or orifi ce at the bottom, use a steel plate with a hole cut in It and coupling welded to It that will fit
t I ec c over he hole m the concrete and bolted to the silT{cture with sealarri; rout a 0. vc pipe In a hole in the
g p P P
concrete to connect the skimmer
2. Dimensions are approximate, not intended as plans for construction.
3 Barrel {solid, not foam core pipe) should be 1-4 times the depth of water with a maximum length of
Oise the inlet can be pulled to the side for maintenance. Skimmer is made for small sediment "traps"
with a maximum depth of 4'.
4. Inlet is 3" pipe between the straps with aluminum screen door for access to the IA" inlet and orifice
inside.
5. Capacity 1,728 cubic feet per day maximum with IA" inlet and I A" head. Inlet can be reduced by
installing a smaller orifice using the plug and cutter provided to adjust flow rate for the particular basin
volume and drawdown time required,
6. Shipped assembled, User glues Inlet extension and barrel, installs vent, cuts orifice In plug and
attaches to outlet pipe or structure, Includes flexible hose, rope, orifice cutter, etc.
1-51ncri TM 11-07 January 15, 2019
4"Faircloth Skimmer" Surface Drain Out Sheet
J, W. Faircloth &San, Inc,
�F aircloth 5limmer cunt
Skirrimer shown in
floating owirion
2"Vent Aluminum straps
4" Sch 40 'with orange tip suspendlnq inlet
Coupling
p
4" vc float
Conneatlon I \\\
Y
- 39
3" Sch 40 801-10 love barrel
SUPPLIED BY USER' _
1
_ 33" -
- ' Inlet
Pawl- eAEQ751
Ord-xs{ue fa, inlet
T hofia es clam s
P
3" Ihreatled male Hippie 4' inlet 4" HEAD on center of
on outlet end exlension 4 Inlet and orrikee
1 Coupling can be removed and hose attached to outlet using the threaded Y nipple. Typical methods
used', on a metal structure a steel stucoupling
welded on the side at the bottom with a 3' threaded cou 9
or reducers', on a concrete structure with a hole or oriiloa at the bottom, use a steel plate with a hole cut
In it and coupling welded to it that will flt over the hole In the concrete and bolted to the structure with
sealant, It is possible to grout a 4" pi pipe In a (tole in the concrete to connect We skimmer but ibis is
less secure than other methods.
2. Dimensions are approximate, not Intended as plans for construction.
3. Barrel {soled. not foam core pipe) should be 1.4 times the depth of water with a minimum length of B'
So the Inlet can be pulled to the side for maintenance. If more then 10' 9 weight ton m
p 9 may have to be added h
to Inlet to counter the increased buoyancy.
4. Inlet tapers down from 4" m aximum inlet to a 3" banal and hose. Barrel is sm aller to reduce buoyancy
and tendency to lift Inlet but is suffident for flow through inlet because of slope. The Inlet orifice can be
reduced using the plug and cutter provided to control the outflav rate,
5. Inlet Is 8" a between the sire swath slots cut In the inlet and aluminum Screen door snalleT than
shown In Illustration) for access to the 4" inlet and orlfice Inside. E
E. Capacity 20,109 cubic feet per day maximum with 4" inlet and 4" head. Inlet can bereducedby
Installing a smaller office using the piug and cuter provided to adjust flow rate for the particular basin
volume and drawdown time required.
7. Shipped assembled. User glues inlet extension and barrel, Installs vent, cuts oI in plug and
attaches to outlet pipe or structure. Includes fexlble hose, rope, orifice cutler, etc.
41nchCaul TM 11-07 January 15, 2019
A
• w
• ,a •� a #
« ZONE a I SKI FL.01Pi ♦ r s a r
7 A T «5La# PIE iA5 mAxTM�cIrn 5k0
r r
r
1 .1+ " + I `Arli
n 5 VIA5HED 5TONE
STD. 30.11A
A�
FLAN VIEW
SECTION A -A MAINTAINED TO
Dll�,t HEISHT
GRASS CHANNEL
PLANTING PLAN
BMP RG. 4.5.3
-,41ki All -1, GIGG Tn Cc.r-k4 , -AW
A
tt5K
A 5TD.:
0 0 0 0 g D 0 0 0
O o 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0
d D 0 0 g 0 q O q
g 0 0 0 D 0 0
a a a a O a D a
0 o O D b O g 0
O D O 0 0 o a g 0
0000000000000100000
00000000a000o00000
00000000000000000
00000a00000000000
0 0 0 0 0 a 0 0
0 0 0 0 O 0 0 a
00010100000000
0 0 0 0 0 0 0 0
0 0 0 0 a 0 0 0 0
a a o 0 0 0 0 0
z
PS
0 0 Q O a D 0 0
O 4 0 O b 0
O O 6 0 0 0
000 0 0 5 000000
D D 0 a 0 0 a D
S
D a 0 000 000 0 D 0
O a D 0 4 0 0 a D
D g q O a 0 a 0 0 q
O O D 0 a D O a D
a a a 40 a 0 a 0 0
a a g q O a o o a
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O-0a0b0g0.0b00000000
a 0 g 0 0 0 q 0 0 0
D 0 0 0 9 0 a 0 0
OOOaoO0g0040o00000
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0 0 0 0 0 0 D 0 0
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v o g o 0 0 0 000
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LAND DEVBLQMM SrAWAM
PARTIII
SELF414SPECTION, RELOROREEPING AND REPORTING
S[CnCN A: $ELF-IN$PECTIDN
Pet a n Sel{Ins dons ma n uke durinermel buNness hours In eccerdarwe with the Labe q 8
below. WMn adv.rs. weothnr ar rite wndln.rts would cause Lhv safe Mbu!i im
LY P
.ycin
perwnnel to be in ieopeMy, the insoactlon may be deluyetl unlll the neat bus{Hess day pn
wMch ILI-etc ed-thains crbn. In.ddltbn.h-d stain event.fe quill law
P
de
realer Man L,04nch aaun outside of normal huslneas Murs the seH-In ecllon shall be
6 sp
performed upon the tammmndemanl d the next buamass day, Any time when Insp.cdbms
ere delayed shall be noted Inthe IltapecNan R-d.
i-n �r,wu maw,m.,laelnN,
.Nun.0 dmn
111wwlm�dr
bap"
Val
Wu r nwp emeurcu.
1nwN M
s
n nn 41h Mn u"w Mm.va,o•r ve „cunt ,s,µ,a vrerama r
t
mr
a�gaw�
Msp+s
nwdMl.Z.Dn which ne npra. acu,md shod4mnnbJ ..
pmnyuee mw ova aemnw rannn,.lwln aexee
lal fe5c
¢Per
Y�wenu--nen�iL+n or'� +ta,ec dupatm,
Maewrn
trekadarama
wutln to
x. lkuwk.med Wkapecr,w.
ar rc pw,enlswrermae Polppea
,�
:dL
" o wwarv.,l<,.,e:aww, vmwwn••=ova
amN,n
i4 hews
mavadn
P. Oesenmbn v,m-mawn[e uMelw lM mee[,,m.
a o<„nd m ew,wnre one ears ,Pb
n,W=It
rodeo (s6.sl
nW Nnkn Sa'r
r
a Wm ope prawn Drlipsmw IMtnrpaebn.
e
hp,ya",dn
+- Ivben[ea, ktllrDMrserav,t{+Wnwehmell
]a ran "
-d-d
•.neromrwa,anm uradrdamaaS
5, ewkwbna,"tnlNeSCAmenrkxdrr rR[-Me.
. ,m neatloma and time of wnaslvea&twa,,nCrn
I 9VPndnett,b
aikmi pnn Dar
0-4, Rhk mtllmenin[bnebvntl auNWe weIM[wtMea,tcvxl
n
wwaa,aa„
� nrmn� o:�,:rm„I�.�n�d.mea, uw wadmnr m,s ma bh
hawaala,Nn
nw Meum,n.
mein 2l.pmdtw
a. M1eam
1 WscnrmsryeavlGrcn, mint arm Ncmrxrne m[bn, inhaA aM
n+ ewe wtrwa•den. rr.n n[-m.wrawm
m"
,d
Isutramaa
once Pm
sae ar Weea„n ins rremv wtANsa4menumnors
vnHmfedute
"rprhdn
y'raNMsr Dre
mtl wlm�n xa
min dzwtN4e lnuamm uetlltr hwnthem,lwunan
y. ihenn ra[wtl P',dn bllprn Ne,IMmetl4'
IwN,.
hnvnma,Nn
wire and aa,,,Ntw,w.Om w..«, wtw,, a,a
mpubwl
L.amMln
x. noun
1 INawae el the ma�nmr nualNyv„ .loom ra rn epprgw
eaNwrwlonre os, van lu. ssnlonexrm lxX+l of me rmma
141Grwnd MI. -I, Ithe p•u of •elWmwlen Wpe,d„et[,{6&C
a Naems .xrn'w'ira ten Nr"ka.a.w„annn+.roam
aaaras watt im'IN,w cunDkilon M al rlwepau,r6nN
armory, m„m„ubn er maeampmmt parr„aranr
bm„no •w4
n lice& d,a,en.l,ad tlraara Naednwn i
ew.l,enn inn
m wnvlvm Nunn, mammd
,ren`P�,�anassu.+nca mat tiev wrmwe+,uwm .
NOTE The urn {nsp.dl- mee6 the rN.Il 7-I.nd.r day lrupectltm requirement.
WATER SUPPLY
CMSTRUCTION ENTRANCE
TIRE WASH
PI in
SEVANSPECTION, RECORDKEEPING AND REPORTING
SECTION &: RBCORGRETPING
L ¢Esc Plan Dedumentetlpn
The a roved E&5C tens well as an a roved davla[ion shaii b. ke i on the sire. The
PP P r PP p
I t a roved ERSC an must be ke u atl.lr thro hour the cootie undr MH ermit
PP P n P ug rage P
The follvwln Items dalnln m the a&SC Ian shall be documented In the manner
8 08 g q
a.i[ru,.d,
remmpp.emem
D.[a,a,mntwnR wm,d.m+
f h E85t Measse.-eh r,u Ilad
lei .K mlm¢,I d
teal date h &5
and ea{ E lay
anddoes�als' nit==can, a viate tram Ire
k Y e
,=`pkn,-
of rM1ea avetl FLSC Plan pr cum kte Dale
PM P
vcatbm. tllmensbm antl ,el+lµe rleyaltv�a
end esc slg n ecilon re rt that llaG h
a rnsp pp
w on n! n
sho n the approved fasC a �
k&5[: . nthsa a &5
Meaw.e n pmaM F {
plan-TMsdxumentxren lsr ulmeu IV loon
Init f
paripry pl rhoEA�-I Measuresnr If
Eii5C
the 4rFse Meawns ar modlllra one, Imual
nftalallon
(h3 APhme ul gr+eind has been dumprelM
Inlnal antl rrareaCppy er the approved Ea
Plan pr cpmple.p, date and alga an Inape[dpn
upon to Intllwle [Pmpktlpn PI the
- -
cem44Rbn phase,
- - ---
d Isl Mina Ile
f[l n,wn tour P,a,ePa rd d
rid
Ininala datea[a eF p [hea wed FASC par
arm with Ire approvetl E83C
elan" complera, date cad sign pn IP,Pectbn
P' raanrrp
repprt(tp indltak cpmpdance wlrh avpravetl
Rivard mver ipeclHutlPns
d the Imafnl......... re air
P
Cum I.re date-dc
R Rna In pee' rpP
eegwre all k&sC Me+aure,
Icr
,eve bee-n.perfi.
r rrettlun tlom nova nbken
(el n x bRa
Itla rt
In land dalPaca" he approved E&Sc
to Es. Mempres.
'.Plana,[ het., d.,-,d sign an 11,... dh,
mpnd tP Indicate Mecomplrlkn ortM
I Cn,reRM xtiep.
2. WldltI B."entatlan
In eddib- to the E&SC Plan documents above, Iha foliPwmg i1 m shall he kepL en the
sf[e
and available Fq..... ly knspeetors at all antes during normal husirlesa hours, unless the
Divdlon provides asike-speelgc exempnnn haled on unique sloe wndltbns Mat make thn
requirement nut preclkd:
la) Mis general permit n Well of Ole-EfkeR of cowrag., of r It is received.
{hl Records ofinrpeat{ons made duringthe previous 30 days. The perminee shall re-rd
the req'i d abservater- the Inspection Record Farm provided by the DlWslpn pr
e similar Insp mnn form rf atindudesall the mgdnid elements. Use of
.I sin, etectrvMc I evallable racpM I tact rt,e re aired r ra wl he allowed If
V 4 Pape eoP
I shown 14 mWdr a ual aCCeas bid uh I[ as Lhn hard-- fedgrdv.
p q Y PY
{ei All data used to -.pieta the Nat-0rmem end older inspecupn records shell b.
malmalned fora period of th,.e ymrs aher pro}act sompkdan and made available
upon request, 140CFRL22..11
21.18
ILRE EXTLN,SIVE
,SHED STONE
OJIA
30.11 B
III
SELF -INSPECTION, RECoRDKEEPING AND REPORTING
SECTION C: REPORTING
L oar -rim that mwabe re ne
Po d
Permltrees 0.p report Iha tot{awing occurrences:
I.1 vblble xpolmene 6eppspbn In estxam orwetland.
(b) on,p,l,slf:
• They are 25 Pill_more,
They are rev than 25 pit- but cannot he cleaned up with,, 24 hears,
n The cause sheen on surface curter& re tidies& of wlume .or
V Ie I
• They are within lDe hxt of suTfaw water, {regardlessaf volume}.
h n el Rekeses ai aardpus substanttf eFresa ofrc Hack pendHesvnder5ectlen 311
W q
�e d the C{ean Water Act (RI O CFR 110.3 40 OR 117.3 or Section 302 o(CERCLA
M
IRef: 40 CFR 302/I ar G.S. 143.215.85.
Ih1 Antleipbted bypasses and unanelGpasta hvp.s&es.
Icl Nonwmplwnce IIIthe mndltiom of Ihk permit that meY endanger health or the
env, room. nt.
2. Re rtln Tbnebem and P9 other ulremete g ea RR 4
9
Aft a perminee b.-mes aware of one -amerce WI max be reported, he shall -nt.ct
the app-prI.. DIW,Ion regional oEI MEN. rite Umefnmes and In auordence wlat tM
other requlumenb listed below. DaWrerres -Ulde normal basin... hours may aba be
h r­-dm t c PlVsipn s Eme emu Response rsonne at IEdO 662�7eS6, (8a0 6 Fr ) )
838-03E8 or{9191733L3300,
acwnra. jRepemtng
Tlmehames {A/kr Plrraunyl erlrlo", NegW- -
fwlwsibl.sedimen,
WlfhrnNMvn, an oral or Nrcpank notlraauow
deposthon In an
WIWn)uehader dafN,a report Nat containsa descrlo-'Nbe
&imam orwN na
aealmenr aria aamnf 1pkenmaadreaa Mecav,edwaepandpn
DlvislPn sleff may waive Iha ragWnmeM For a wrihen rnppd an q
fie-by'.ase bash,
• Ifthe slpam Nnametl vn the N4103fdL?E'Lx m lmpalnd fur sedlmene
relnkd uu,ecs. the nmm�lre may br rcq,Arctl k nerbma addiifpngl
r nN. mopvcsbns ur apply mine aasnRent prac&,ca d doff
determine
teal aaditlpnal rerPrlrtmenls arc rteedetl 1. assure camplwn
w,mmefeeeml ersnsarmpau�dw+mmm�ditims-
t.oiilstNllsand
Rnw. Raw- Moral or e4 -Iw rrarlPralbn nrenanikauan
reieaee aF
steal-A.14-.ton about the dale, time, nature, volume and
h-movs
h 'Pill
- lrstaionpll espl mrelnu
uuh-'I p.rllem
,jpy an.•e J,.,,,..
IrWws
_
irl Antldpated
arep.m eeNest re•daer Rini p -1,em.MAnaNae•Pbk-
na.lea eFR
The rem,& 11I..u.vn-1alon m thannhcioated puaety w,P
x altmlladl
etfeci of the rvaaw ,
naP
{d}Pmipnrea
WIlM1fn )aMnn, an oral Pr elenmMc npolkatkn
bVPnwal4a CFN
mw.?r.Mndx dvys,erepdr Mal includnan eraluarim tithe
122.41irM i
gaatlw end a rea of n> N..,
le}fgoraanpiian 'e kNmin as boon, an oral ar elerlfonk-ir
• I&WI, 1"k ,rip ,m-I,I.c.p-I-ol"n 0die
nwNhthecmdl1-
104, Ptmmit thin n-wmpNance,.ndm causes: The pehod Nn¢nmmplhnre,
an
-I.dHN d- ,d 6­&. d if theno,pPmli-I h.s not
hese'da
hh or Ne Near,adpatea gene na,cam 1--112h epmeaw
=Hn.-:' da,
nrvkwvr,01m onHnve: and steps bkm Pr pr. nned IP rnluce, ellm11.7and
rrR 122,4IIIIITII mevunt rsaedrrcnendlIre nnnmmpliancv-{aa tx0. .at{Kiel
DIVI-I." may wow. die re4Nrement fin a wnnm,.Pon on e
coseeyta.e pa�,i _ _
NCG01 SELF -INSPECTION, RECORDKEEPING AND REPORTING
WATER ENTRY UNIT
WITH TRASH SCREEN
GENERAL NOTES:
1. PROPER DESIGN MUST BE COMPLETED TO MINIMIZE PIPING AROUND DISCHARGE
PIPE.
2. PROPER ORIFICE OPENING MUST BE SELECTED TO ENSURE POND DRAINS IN
CORRECT AMOUNT OF TIME. MODIFICATIONS MAY BE REQUIRED IF FIELD
CONDITIONS WARRANT A CHANGE.
3. EMBANKMENT MUST BE COMPACTED TO DESIGN SPECIFICATIONS.
4. EMERGENCY SPILLWAY MUST BE CORRECTLY SIZED AND EROSION PROTECTION
ORIFICE OPENING INSIDE THE
INSTALLED.
5, EROSION PROTECTION MUST BE INSTALLED ALONG THE EMBANKMENT AND AT THE
ORIZONTAL TUBE WITH A
DISCHARGE END OF THE PIPE.
CONSTANT HYDRAULIC HEAD
6. INSPECT SYSTEM REGULARLY TO ENSURE IT IS FUNCTIONING IN A CORRECT
MANNER.
7. EIGHT SIZES OF SKIMMERS ARE AVAILABLE, REFER TO THE FLOW SHEET. CUT
SHEET, AND INSTRUCTIONS ON WEB SITE FOR EACH SIZE.
SCHEDULE 40 PVC PIPE
(BARREL OR ARM) RTHEN EMBANKMENT
MAXIMUM HEIGHT OF FLOAT WHEN NO
MERGENCY SPILLWAY OTHER STORM WATER DISCHARGE
PENINGS EXIST
XIBLE HOSE
(MAJOR STORM EVENT)
FLOAT
INVERT OF LOWEST STORM PVC VENT
GRATE
ATER DISCHARGE OPENING PIPE
{MINOR STORM EVENT)
TOP VIEW
AT
FLEXIBLE HOSE MUST BE
VC VENT PIPE STORM WATER SECURELY FASTENED TO
1 1 THE WATER QUALITY
r DISCHARGE I DISCHARGE OPENING
OPENING
OUTLET PIPE ;__
I
1 I
I
' i I
EXIBEE HOSE
L = 1.4 X DEPTH
TO THE OVERFLOW
j I ii i MINIMUM LENOTH APPLIES
ATER ENTRY UNIT i ; i� n--- SCHEDULE 40 PVC PIPE
l [.-11---------- II (BARREL OR ARM)
END VIEW SIDE VIEW MAINTAIN DEPRESSION TO
(NO SCALE) MINIMIZE CHANCE OF
SKIMMER BECOMING STUCK
DRAWN BY T. R. EVANS 10/10
a W. FAIRCLOTH a SON INC,
FAIRCLOTH SKIMMER® DISCHARGE SYSTEM WITH OUTLET WWryRFAIRCLOTHSIQM1141i M
STRUCTURE Tl1EPHONE: 44
FAX: (919
) T373 2-1206-1266
EMAIL: WARROOOFAIkMOTH51drd ".COM
FOUIPMENT AND VEHICLE MAINTENANCE
T, Malmmi, vehicles and equipment to prevent discharge of duldu
1. Provide ddp perm under anv stared equipment.
3. Idenktly leaks and npgb as soon as heslbb, or r.mave leaking oqulpmenr (ram [he
pre}ect.
4. Co 111 nt fluids store in se rate contal-end w rl dis I -es
spa pe P Pe Y p
harvrdqus waste (I w ro cla when ulblrI.
k' S Rrmwe lea I vehk et and cans) utxlon ul merit fmm serves until the problem
a M p
has seen c.rrettetl.
6- ad used fuels. ubdunta caalants sulk Huid...d other ,aleum md-
rug , hyd, cut P
e erycling pr Ngpmal tamer ther ha tlies these miter{e L.
LrrTE 111I NG MATERIAL AND LAND CLEARING WASTE
R
1. N-1bury6,b--sic Place litter and debris In app-d waste containers
2. Provide a stdHcbnl numbe-d sk, of wmle mnbinen e, dam - tram
g p
lec{e re an slR to -W,eoetst.emvn end d¢mune wastes. e p 1
3. Locatewafpcnnter-el... t50ketawaY f-,oarmdralnlnl.tsand sorbs
unless rip other elurnatives are re w,wbl eve{Ipble, a Y
4, Locale waste mntelnen o,ar-,thatdo npc racelue suMtanilal.mpumPnF runoR
fmm api.,d..... and d..srim dui, directly to..Wrmdrain,&tramIn wetland.
5, raver wasterontalnen tithe end of each workday and before M,I,n e...H or
pravlde u-ndpivientelnment. Repair or Feo- damaged waste cont.lmlm
6. Ahchor all rith-Ight Items In waste vonmin- duritlg times of highwinds.
7. Em waste wntelners as Peeled to recant overflew. peen u Immediaul d
i q P V
eontainen pvernvw.
e. Dii waste R-site m- eppr,-i dlfpoRl Fadiay.
5. On bu Il - da s dean u end die oat 0wear. n des' need wax.- t in-
r, P p g
PAIMT AND OTHER LfOURI WASTE
1. Oa ,cut dump pNnt and other liquid waste Into storm drains, stnamc ar mflands.
2. torate paint Wafiouts et least 50 feet away bam storm draln INepand surface
waters unless no other ItematNes are ramrablV avnllable.
3. [onmin Ilquld wasps In a caner 11
4. Co,spnmani moat b4llblladr sited andplaced apprpprlgRty ter dlr nledf Pf Ilia,
5, Prevent the discharge of soaps, &alvants, detergents end atfier Ilquld waraz from
mmhudlpn sites.
PORTABLE TOILETS
1. Install poda6la mikes op level ground, el i-t 50 feet away from smrm dri
streams or wetlands unless then Gna altemanve re -bly available. If 50 bat
ofhetis rest aaaln.bk, provide mlp tlan Wgoi- me tailet behind silt I - or place
m.dad surround with wM ba agiaver p n gs
2. Pro ids stakin ar annhori pl rmbla lolls dud nods hl wIid i high
v 8 rg pp is rig pa W eh n ig
fool meek eras
3- M-itorportable talkie br leaking.ndp-Mdy dlspas. ofanyleeked material.
LRilip a lI-I-y wasp hauler to remove leakI,K i-MMa tollets end rePlam
Wkh properly ripe tlirgu It
-
4 -O
6e
¢-pl
VARIES,
2,_6„
II
2'
SEE NOTE -T
2
VARIES
PLANTING STRIP
\
S
I+VARIE5
NOTES,
I.
SEE 57D, NO. Id,36B FOR GENERAL
w
I
N
N
I
NOTE AND CLEAR ZONE DISTANCES
Z
M
M
-PIPE CULVMT-
�- EINiDWALL
O2'_6•
alJRe AND GL11-rP72, 5T0. I0.17A
ENDWALL
SEC
MaSAFETY-
SAFETY RAIL, STD, 1 6 5Od74EI
ttI1��
I5
,A
5a
Q
4'-0" SIDEWALK STD I0,22
2'-0' VAlLEY GLITTER. 5TD. IOJ7B
4�
ENDInl4 L A
M
LH
�2D! O
�-
-10' TRANSITOK
QCURB
TRANSITION 2-6- CURE AND
-
-
_ _ �
GUTTER TO 2'-0• VALLEY GUTTE12,
STD. 10,19
LH - DISTANCE FROM END OF WINGWALL TO
END CF SAFETY PAL,
La - DISTANCE FiZOMC. OF O.LVERT
TO E1,A) OF 2'-6' CURB AND GUTTM
GUTTER.
LC2 w DISTANCE FROM END CF WIiNGWALL
TO B`iJO OF 2'-6" CURB AND GUTTEZ,
I•GYJ MIN. k2
LGI
125'-d" MiN.
R/Y4 9FA-ALL
A SEE NOT 7 ON5Ti7, NO, 10,36151
NOT TO SCALE
WW of 3TAUZM CULVERT CROSSINGS ON RESIDENTIAL
L SrAMAM AND COMMERCIAL STREETS 110.3
TOP VIEW
PATER ENTRY UNIT
MTH TRASH SCREEN
GENERAL
NOTES:
1,
PROPER DESIGN MUST BE COMPLETED TO MINIMIZE PIPING AROUND DISCHARGE
PIPE,
2.
PROPER ORIFICE OPENING MUST BE SELECTED TO ENSURE POND DRAINS IN
CORRECT AMOUNT OF TiME. MODIFICATIONS MAY BE REQUIRED IF FIELD
CONDITIONS WARRANT A CHANGE.
3.
EMBANKMENT MUST BE COMPACTED TO DESIGN SPECIFICATIONS.
4.
EMERGENCY SPILLWAY MUST BE CORRECTLY SIZED AND EROSION PROTECTION
ORIFICE OPENING INSIDE THE
HORIZONTAL TUBE WITH A
5.
INSTALLED,
EROSION PROTECTION MUST BE INSTALLED ALONG THE EMBANKMENT AND AT THE
CONSTANT HYDRAULIC HEAD
DISCHARGE END OF THE PIPE.
6.
INSPECT SYSTEM REGULARLY TO ENSURE IT IS FUNCTIONING IN A CORRECT
MANNER.
7.
EIGHT SIZES OF SKIMMERS ARE AVAILABLE, REFER TO THE FLOW SHEET, CUT
SHEET, AND INSTRUCTIONS ON WEB SiTE FOR EACH SIZE
E 40 PVC PIPE
OR ARM)
HOSE
r-EARTHEN EMBANKMENT
VENT PIPE
POTENTIAL FOR PIPING CAN
R OCCUR. PROPER DESIGN
TO MINIMIZE DISCHARGE:
AROUND PIPE MUST OCCUR.
ENTRY UNIT
ENCY SPILLWAY pT/C VENT
SCHEDULE 40 PVC PIPE
(BARREL OR ARM)
FLEXIBLE HOSE
L = 1,4 x DEPTH
TO THE OVERFLOW
MINIMUM LENMN APPLIES
END VIEW SIDE VIEW MAINTAIN DEPRESSION TO
DISCHARGE PIPE MINIMIZE CHANCE OF
SCHEDULE 40 (NO SCALE) SKIMMER BECOMING STACK
DRANK BY T. R. EVAN5 10/10
J, W. FAIRCLOTH N SON INC,
OM
FAIRCLOTH SKIMMER DISCHARGE SYSTEM WITH EMBANKMENT ELEKIDWirO 919)M32 24
1EIEPHONE: (BIB) 732-t244
FAIL [phone]
EMAIL: WAFffMdFAAIIR0.01F16LdMMER.03M
CONCRETE WASHOUTS
1. Da Pat dlscMr cancnla or cement slur from th. mw
BQ N
2. DI Pse lot or rt le settled hardened concrete residue In a-o d-c. with bed
p cYc
end sale sa11d waster lahona end at era rlfNd Fedll ea PP
3- Manage wash¢ul I-morur mixers In e¢ordenm with the
e above Item and In
addition place the miter and-aclaled mirbi en Impervlam ba rrler and within
{Pr perimeter UN mnra.
C Insteptemporary ean,r"-m uis per 1-1 require-N, where oppri t,I If en
akermt metbod or product Isto w used, conuct ynur app-W authority for
,e al I tl vIewareapP roe .If peal snn and dapllsare not ova{I.ble, Ltse ripe of the rwp
Lypesof temporary condr.te washouts prvvUed en this delall.
S. Da rest use.-te Wash-. Nr d... terlrg., Wring defective curb-sldeweik
s•cclans. 3twmwater accumula[ed wdhb the wa.how ma rest bP um rd into ar Y P P
duchar d mehe smrm drwns rim or rewwln suHxe waters. a uld waste max
iN Ys g q
be pumped out .rd removed from pnlecf.
S. Locate washouts at least 50 Feet from smrm drain Inlets and aurl.n wet.rr unlam 1,
en be shown Mal no other allemallwu era reasonablyavallabk, Ala minlmum,
b&rall Pmp[rbn of n.- drab 111i nal dma,t to the wnMut which could reoke
Rpllk. owritew.
7. Lawp washouts In an ersiv aixwslbleana. on level ground oN lnsull a stone
padIn thevreshaut. AddlHonrl control& be re ulred6 the
p m.y q Y
appr4vin0. aulharlty.
g- Install 0 least onr sign directingcan-tru,U to the-In.Ii"01, the project
limits. PostsgnageontheweshnutitselftnldantifVthklontY .
9- Remove I11-the washout when et approslmaRly 7S%up-ftV.link
-In-event. P. tau the R sand ba s ¢I other Rm r structural
P rp, 8 Do err
pampormnis when ,¢longer (unctkonal. When sRdking altemative or prgprkpry
wducb, Ii men ufad-r's Instructl-
10, A! [he wmplellon of khe concrete Work, rempw rmvl,InA lee,dngs and dispose of
m Hued d a ru I lac I c P it It p hl . t u aria by l p . 1I v. 111p , app a e, rid spb'iDe any dist rdance
causedWramawlW washout _
EARTHEN 57011141.E MANAGEMENT mine St- -1 arpply herbbldes, pesticides a" rodentkldes In acwrdancewlth label
reslrktlons.
1- 5D f.t. Vflqliie locatbws on -il.m s, i, di arrhen-me pI s[nckWlr...t dtbaat 2, Smre heralckdes, pas2lcldes end radennodes In their orlginel cvnpinep wtththe
SD feet away fmmsterm dt,m Inlets, aedVmant banns, pnrlmltar wdlmem npnlrel, label, which III dhecelans for use, lngredknts andnrx ald step, in um of
and.,f.ce waRrsunkss It can 6e shown m.6.1aHrrM[Wes era,a-bly accldenRl pokoning,
vnlleble. 3, Do-T,-hprbkle- peirkldee and r,de,tiide, In Peas where Nodilg Is
2. Protect sockpile with silt fence insplled along toe of Hope with a mhnlmum offrat of p.. be arwhere they may spill ar teat Into well,, stormmaterdmins, groundwater
five teat tram lhh toe of stockpile, or surFebevnser, Ifa,plP xmrs,dean era lmmedkteky,
3. Provldd vible stone access point when f•a.lak' 4, Do mar siockpde tnese melarins andta.
4. Stablilce sttckpile wkhm the hmeframes provided on this sheet and in -dance
With Iheapprowd plan end any edaletonei tequlrement,. S¢VI stebllicailon Udonned
wgetanva, phy,lul or ch irk l-r.get-hnpuu that will ,strain aecNented HAZARDOUS AND TOAIC WASTE
1-- d btu,bed salts for win p nv o, permanent control need..
1, Create d"Ilimlyd h.xerdoue waste wllenlb....... wade,
_ ?. Place hexnrdpes WesR contelners under cover or In sxontleryconpinmenl
NORTH CAROLINA 3. Do rat store haumnuacMmke[s, drumsar begged met"rl,ls direc[Irpn [he ground.
prl Environmental
Quattry
EFFECTIVE: 04/01/191 i Ni GROUND STABILIZATION AND MATERIALS HANDLING EFFECTIVE: 04/01/19
GROUND 5TA&IUZAIII AND MATERIALS HANDLING PRACTICES FOR COMPLIANCE WITH
THE NCG d L CONSTRU cribN G AERAL PERMIT
Implementing the derails ud spxihratbns - this plan sheet will result in the Ponfbuch-
a wity b.hgmnsldered mmphI wkh the Ground Stahiliaen ad-d Maledal& H-dung
m of me µ[Got Conspucllon General Perm{t {3acHens E 4rW F, re5pemiyelyl- TM
perminee &hail comply with the Ei-ipn and Sediment Central pii-ppmvad byihe
dale at.d authori ha• alrlsdrtbn. AlAetalls antl s ecViiutbns shown en Ihts sheer
8 N �I p
may cutapply depending on sire wnaldpm antl the delegated asnhodty havingiur01 ipn
SECTION E GRDU44D STABILRATION
bed Ground Stabllkabon
Tlmetr.mes
Srohilke within thff
..A-D.scdptfo
malty sA der
Timehemeaad"tioru
daY rig
s dWr oas
lend disturb
al Perimeter dikes
awaits ditches end
7
Nona
Pe rlme[er slo es P
b N h0u Wamr g N
7
None
IHowl?Pnes
M Slopes 11-Pe1 than
Ifslopes are 1U or less, n length and are
31.1
T
not rpeper than 2:1, 14 tlays are
ari-d
-7 days for stapes greater than SO' In
length end with sbpre sleeper tNh 4.1
4 d. I fur perimeter dike., swains,
id) 5lapn 3:1 to4:1
14
ditches, P.11-1.r slopes end II
zartw&
-lode slur Falls Cake Wemmhed
Y
-T dogs I,, pnrinmter dikes,swele.,
le) Areas wllh slopes
dllLhes meter sla es arrd Hew Z-
'Parr p
Heturthan 4:1
14l0
days Por Falls lake we[erelted units
then Is zero slope
NOR: After tM Permanent ussatl- of wnstructkn activlties, anV areas with temporary
antl stabNlxatian shall be converted m e nerd and stab'rllaati,n as soon as
pro p into gra
mactkable bux'm no case longer than 90 calendar days agar the last land dEmrhi,g
an vky. Temie-V 8,ound st t,[Uatlon shall be malnW iced ina manner to render the
surtace sable alnsl ecpelerated erosion ynlil ermarmm round pphllli.Llen if echlpye d.
GROUND 3TA61LIMWGN SPECIFICATION
StadnxetM gmund suliklently sa that rain will no[dblodge the soli. U--fthe
pchnIq Ue& In the bble below:
A
LYermamnl
•rempa,asyPazsawJ[nw,hdwdh &ban Pr Pans -d. I .,Ih it.. D,
other mukfwg ary,4dlllp„ elver mWd,e, andtecklfler!
'. HYwpsaaN"g •6ePlemNn Fparks9UChm Pe,macnt see
Rolled... co,mwlp-Ai-wlNor relPrnmemeN matting
•w1&-[emin,ery
grass teed apyaknsredna
a nppraprw e,,I.sua.o,-INl-itdch •W-m.N,permamnl&-, mvasea
•pksdc.Jretl,y wish mulch
•VNfis,m aPd even do IMmd v,r,dmvgr
N P m
eulNderr w nweln emabn
• Struck,e m 11-such as msmrete, azPlwt Pr
rcl.ImrN.0,
rtdad em ar rcmt_�e Nest i a
POLVACRYIAWMES IPAM31 AND FLOCCNW14T5
1. Select Ho..Want, that are appropriate far the sorb being e,,powd d udng
rn,ssrrri It ,selecting fmm the NC DWR Lht pf Appmvad PAMS%rlocn bolt_
2. Apply Ilaaulants at pr W- the Inletsto Empnn and Sediment Canino, Measure&.
3- Apply flocculent,atthe -men NN- smohed In the NCOWR List vfApp-d
PAMa/PlptsubnN and In accordance with tM .enufadt,-, Instructions.
4, Provide WridlnS aria lor cants- tI treated 5W,rr-before ifiIromg
offset,
5. Store 11-1ano In leakproof-nW-that an kept a rider smrm rexstant[over
unded by secondary wntammam ins.
wai
SILT TRAP SYSTEM
(N T_S_)
Patmlt Nn. S. I1,5 . 294095
lstallation Instructions
Remove the rate, and P eP . lace the Silt Tr stem frame in
9 Sy
trx.
Take bag, and install large and small rods into sleazes.
Drop RS rods the b with into ilia frame.
Place rods in designated slots,
B
Replace rate.
P
Install sill denecier behind grate.
To nomiain, simply remove the grate and slide the
two small rods inward and attach achmn with "5" hooks On
:h end and
remove entiro frame, dump the hag, and put back into piper.
1 Remove grate from Drain.
Z. Silt Trap Bag should be checked alter each
rain ovent, Bag sinnutd be emptied
when tar before) it reaches X full.
3,Iflima llirigwit machino,slidethetwosll
end rods inward and atach hooks
on each end and romove entire tiante.
Dump the bag, replace the emirs unit
back into drain, Replace grate, Replace sill
deflector, i1'needix.
ZOSION CONTROL PRODUCTS. INC
001 Van Dvke Cc
lonroe, NC 291 t0
ontact; Matt Hulot, (NaAonal Sales Manager)
hone: 704-821-3042
aT l 704-921-5739
mail. ernsionconirolproducty-b-
NO.
DATE
REVISION
BY
SHEET TITLE
DETAIL SHEET #5
PROJECT NO.
SCALE
N.T.S.
DATE
01 /02/19
PROJECT
COURTYARDS ON .LAWYERS ROAD
TOWN OF STALLINGS, UNION CO., N.C.
FOR: EPCON COMMUNITIES
DRAWN BY
VGK
CHECKED BY
YARBRO TGIIl-'WII1L]LIAMS & Hou LE6 INc.
Planning o Surveying a EXgixeering
wvd-o Nmo1w
730 1fmilsor Oak Court P.O. Bea 1198
NC Corporate Charlotte. North Carolina, 28273 Pilseallie, North Carolina, 28134
Re istration C-0475 704.550.1990 71D4,550.05IM(lax)
DRAWING I
456F 545
SH7 HT5

Imo,
HE61N TRAk51TlOhl AT
o MINIMUM WEIGHT AT END OF RADIUS
RING 9fi 1.85
CONFER 8b t�5
5)rE STD. NO. 10.241
(� VARIES
FOR MORE DETAIL
FRONT yIE� l
GENERAL NQTES, 6 ORAL NOTES A A Z-O" MAX. 2'-6" CURB
H 2 -O' VALLEY GUTTER
I, ALL CORNERS TO BE CHAMFEPEC, 3:1 SLOP y I. SEE FORMER NCDOT STANDARD 31001 FOR DETAILS. DIAMOND PATTERN 50LID TRAN51TIOM
P F CONCRETE. K E a _ S 2 REINFORCEMEW SHALL CONFORM TO THE REGUPEMENTS GONVR OR ROUND GRATE ROVER EXPANSION JOINT111N
-b
2 THE CONTRACTOR WILL BE REGUIRED +d OF REINFORCED CONCRETE PPE OF LIKE DIAMETER PER
TO PLACE 2-#6 BARS 'Y' IN THE TOP AASHTO MI70. TAEII 2, WALL B,
STEEL WOOD CATCH OP ALL ENDWALL FOR PIPE CULVER S ALL CONCRETE TO BE 3600 PSJ COMPRESSIVE STRENGTH.4TAND OVER WITH A MINIMUM( 3"COVER AND A LENGTH OF 6" LESS 4. PROVIDE TONGUE OR SPIGOT JOINT AT INLET END SECTION, 10'-0" MAXTHAN B�DWALL. c T1QN2'-4" DIA. - 3'-6" MIN.
3. FORMS ARE TO BE USED FOR THE SEE STD. 20-75 AND20.24 `a PROVIDE GROOVE OR BELT JOINT AT OUTLET END SECTION, PLANNIPW I-i31A. TRANSITION
I' -II" DIA. EXPANSCONSTRUCTION OF THE BOTTOM SL.A9. 6. THE DIMENSONS FOR END SECTIONS SHALL SUBSTANTIALLY AGREE4. WALL THICKNESS (T) SHOWN IS NOT WITH THE TABLE. MINOR VARIATIONS wLL BE PERMITTED BASED S/8'TO BE INTERPRETED TO MEAN THE No
ON ll E MANMFACTt.F R'S STANDARD FORMS AND TEMPLATES.THICKNESS ACCEPTABLE BUT IS USED �t 2'-O" VALLEY
ONLY IN COMPUTING ENDWALL 7. NOT TO BE USED IN NCDOT MAINTAINED RIGHT OF WAY.
OUANTITES. 4 VI/21 RADIUS
5, F CONTRACTOR ELECTS TO USE T� V�W �l/2" DIA.
CONSTRUOTZON JOINT AT BOTTOM y 4"
OF PIPE, AND POURS EASE I�4 BAR 12" O.C. "D" @ARE AT 1 C NT RENTER
SEPARATELY, THE TOP OF BASE "G" BARS AT 12" ON RENTER9a A�M
SHALL Er LEFT ROUGH. N r j E - IT�+ 12 3 bgDIPA
, WHiERE2'-6" CLPB AND GUTTER 1S USED,
6. ALL CONCRETE TO BE 3600 Pa CATCH BASINS VIEW
MAY LOCATED AT END
COMPRESSIVE STRENGTH. SECTION A -A OF RADIUS.
NOT TO SCALE INo VIEW NOT TO SCALE
NOT TO SCALE 2, RADIUS AT INTERSECTION MAY VARY, NOT TO SCALE
ldt�o ° W" OF sr` UMS CONCRETE WINGWALL WITH SPLASH PAD TM OF SrALUMS FLARED END SEC11ON TOWN OF s`r UMOS MANHOLE RING � TM OF ST`�OS CATCH BASIN PLACEMENT AT INTERSECTIONS
" » U 20.1 °" °. rM MMIMAM 17 THRU 77 PIPE 20.22 "; r.�irIDn��sc�r�m s FOR SLAB TYPE CATCH BASIN 20.O5a °'"" aM �v�.ctPrrsr 10.30
6 RI115 AND COVER
-C' AL NOTES SIT). 20.055
2ND. OFENINCCv 4" CONCRETE OR OPTIONAL DROP I. NILE MAINTENANCE SI�AiJ BE DOCUMENTED N PROJECT LOG BOOR
I• MORTAR JOINTS SHOULD BE aF TWEEI 3J8" AND 5I6' T40K. IF i G1UiREn COVER INLET FRAhE AND 2• FL-rE R TYPES SHALL BE APPROVED BY THE TOWN N5PECTOR PRIOR
GRATE (NGDOT STD. TO INJSTALLATION
2. ALL CONCRETE TO BE 3600 PS.I COMPRESSIVE STRENGTH. $ •1$) 3. PILTER BAGS MAY BE REMOVED WHEN SITE IS STABILMD AT
EASEMENT REC�UH2EMENfES FOR 3 BF NTHE 6COPENIN 6SHOW CEN(Y BE INCREASED TO 8' MAX. Ir IDEEMFD TO OPENING
B THE DIREGTIDN OF THE ENGINEER,
OPEN STORM DRAINAGE CHANNELS 4, FILTER BAGS SI-ALL BE REMOVED PRIOR TO STREET ACCEPTANCE
4 ALL CATCH BASH OVER 3'-6' IN DIpT1-I SHALL M PROVIDED WF(H STEPS b' 3 5 FILTER BAGS SHALL BE CLEANED OR REPLACED ON A REGULAR
i
I, FOR OPEN CHANNELS THE MINMUM
EASEMENT MUST CONTAIN THE WIDTH OF THE
STREAM FROM TOP OF BANK TO TOP BANK,
2 WIDER EASEMENT WIDTHS MAY BE REQUIRED
FOR PIPE DEPTHS GREATER THAN TEN FEET.
3. PIPE SYSTEMS AND OPEN CHANNELS ON
PRIVATE PROPERTY SHALL BE PACED IN
A STORM DRAINAGE EASEMENT,
CUBIC FEET PER
SECOND IN 100-YEAR
EA ZME1vT WIDTH
STORM
5 -E6 OFS
30' CENTERED
u - 70 CFS
60' CENTERED
70 OFs
100' PLUS WIDTH OF
CHANNEL CENTERED
LANE WIDTH (L) LANE MOTH (L) LANE HDTH (L) LANE WIDTH (L)
I'-T ON CENTERS. STEPS SHALL BE IN ACCORDANCE WITH STD. 20.IZ T
5, CONCRETE BRICK MAY BE USED N LIEU OF HARD COMMON CLAY BRICK.
6. JLM90 BRICK WILL BE PERMITTEID.
BASIS ONOT BE MORE THAN HALF FULL AT ANY TIMFJ•
6 FILTER BAGS SHALL NOT BE ALLOWED IN EXISTING TOWN OR NCDOT
ROADS.
HOOD
L72 L/2 L12 L/2 L/2
7. FOR 6'-O" N HEIGHT OR LESS USE 8° WALL. OVER 8'-O" N HEIGHT USE 12" �p q ,Y,.-.r•:i...:: ; :.,�..
WALL TO 6'-0" FROM TOP OF WALL AND 8' WALL FOR THE REMAINING 6'-O",
I�
8 ALL END JOINTS WILL BE CONCAVE TOOLED. W=QN Y-Y
9. ALL PIPE N STORM DRAIN STRUCTURE SHALL BE STRUCK EVEN WITH THE
GPLATE
INSIDE WALL, GROUTED AND MkZWED SMOOTH.
4, THE PURPOSE OF THE STORM DRAINAGE EASEMENT i - � a' - Y
CSDE) 15 TO PROVIDE STORM WATER CONVEYANCE 0. WEEP HOLDS SHALL BE PLACED 1N BACK WALL WITH FILTER FABRIC
2rry4"p) O OR 570NE ON BACK SIDE P REBA.R FOR 33AE,
ANY STRLICTLJRES OR 0135TRUCTIONS TO STORM u.l
WATER FLOW IS PROHIBITED, F6Sr7 FNT REOUIREi�hEN75 11. THIS CATCH BASIN IS NOT TO Ee USED WITHIN STRUT RIGHT OF WAY REITRA T REMOVAL FROM INLET
5, MAINTENANCE OF STORM DRAINAGE EASEMENTS (SDFJ ENCLOSED STORM DRAINAGE O UNLESS OlHF2WSE APPROVE BY CITY ENGINEER. )( j( RESTR41N7
OUTSIDE THE RIGHT-OF-WAY IS NOT THE RESPONSIBILITY iK
OF THE TOWN OF STALLNGS.
6 ALL OPENINGS DOORS, WNDOW5, EfCJ ON STRUCTURES
ON A LOT SHALL BE LOCATED A MINIMUM OF ONE FOOT
ABOVE THE ADJACENT FINISHED GROUND SURFACE (APPLIES
TO LOTS WHICH MAY EXPERIENCE SIGNIFICANT OVERLAND
FLOW NOT CONSIDER® IN THE 100 PLUS I ROW ANALYSIS.
CONCRETE
PIPE
DIMENSIONS
DIA
REINFORCING
'C' BAR
'D" BAR
WALL
THC.
OUT
DIA
IN
DIA.
H
A
B
C
E
F
G
W
K
M
Fb-
LGT,
NO
LGT,
IY
4
2'-0"
4
1--IT
2 V4'
19 1/2"
B"
27 V2 "
20'
24'
e"
7 1/2"
4"
4"
8'
IT
10"
19
4
2"-3'
4
2'-2"
2 1!2
2 "
16
31'
20"
24'
8"
9"
4'
4"
6'
IT
IT
24'
4
2'-9'
4
2'-8"
3"
30'
24"
38'
20"
8"
IT
4"
4"
8'
21'
IV'
30
4
T-3"
4
3'-2'
3 V2'
37'
30"
45"
20'
44'
12"
W
6"
8"
8"
'A I'
I
36"
4
T-9"
4
3'-8'
4'
44"
36"
52'
37'
44
17
18'
6"
8'
8"
37
22'
42"
4
4'-3'
4
4'-T
417
51"
42'
59"
3T
2
2.
8"
34
26°
4$"
4
4'-9'
5,
58,
48'
6
6"
8,
z,
54'
4
5'-T
4
5'-2"
5112"
65'
54'
73"
37'
S47
12"
2T'
6"
8"
8"
Si
33"
6"
7T
60'
8'
I'I
36"
60
4
5'-9"
4
5'-8"
6 V2"
79
66"
8"
P
40'
66"
4
6'-T
4
6' 7
7"
86"
72"
94'
36'
78"
T
36"
8"
1Y
T
56'
43'
72"
4
6'-9"
4
ALTERNATE NALL
GONFIGURATION
Lb
01 rT
G B
7 -NJ
L = LEh16TH ~
TABLE OF DIMENSIONS
D
T
A
B
C
E
L
WT.
17
2-114'
4"
T-0"
4'-1'
2'-O"
6'-P
730
6'
2-1/4'
6'
2'-3"
3'-ICY
T-O"
6'-1"
730
18'
2-VT
9"
2'-3"
3'-I0"
3'-O"
6'-I"
1190
74'
T
ICY
3'-8-
2'-6"
4'-0'
6'-2'
(770
-8°
5'-O'
6'-2"
2380
36'
4'
I'-3"
5 3'
2'-II"
6-0"
8-2"
5320
42"
4-1/7'
1'-9'
5"-3"
2'-II'
6'-6"
8'-Z
&nC
48'
5'
2' O
6' O°
2' 2'
T-O"
B'-2
7470
54"
5-1/7
2'-3'
5'-6"
7-10'
7'-6'
8'-4'
BBIO
60"
6"
T-6"
5'-0"
3'-3'
8'-O"
B'-3"
11180
66"
6-1/2,
3'-O"
6'-0'
2'-3"
8'-6"
W-3"
12530
72'
T
3'-a,
6'-6"
I'-9'
9-0'
8'-3"
139W
tr b DE -LECTOR
A A FILTER 5A6
DUMP LOOPS
INLET PIPE Y
2LAN a
F p
4" COWIREM
COVER GATGHi3
D
OPENING
$" A OU`rLEfT
BE LESS THAN 68 M (6 PT). IP DIAGONAL OR LONGITUDINAL LINES ARE IJSEQ WITHOUT TRANSVERSE
LINES TO MARK A CROSSWALK. THE CROSSWALK SHOULD NOT BE LESS 71-UN 1.8 M (6 FT) WIDE
3 F USED, THE DIAGONAL OR LONGITUDINAL LJNIES S4-IOULD BE 300 Td 600 MM (12 TO 24 N WIDE AND SECTION INSTALLATION
SPACED SOO TO 1500 MM (12 TO 6C N) APART, THE MARKING DI<SIGN SHOULD AVOD TT-E WHEN SECTION X-X
NOT TO SCALE PATHS, AND THE SPACING SHOULD NOT EXC M 25 TIMES THE LINE WIDTH. NOT TO SCALE NOT TO SCALE NOT TO SCALE
b'". 'rowx OF sTAu uJt�s MINIMUM DRAINAGE EASEMENT °`m-•r TM OF STD( p'•r TOWN OF STAId.Il+iGS SLAB TYPE CATCH BASIN rxa� srAu u
= a » �,� REQUIREMENTS FOR STORM DRAIN PIPES . s ANDAM PIANO STYLE CROSSWALK MIM TMnDEv�srAMJM CATCH BASIN INLET' PROTECTION
LAM DEMMM15 THRU .48 PIPE 20.05A
"° °° AND OPEN CHANNELS 20'30 " `r' S0.14 r ° w 30.15
NOTES, H2
5ANITAR'r 5EHER PIPE L FOR NEW PL.ANTNG AREAS, REMOVE ALL PAVEMENT, GRAVELL, 1. CLASS OR MEDIAN SIZE OF RIPRAP AND LENGTH, WIDTH AND DEPTH OF APRON END OF FLARED 5e_1TION
SUB -BASE AND CONSTRUCTION DEBRIS BEF012E PREPARING SOIL AND TO E.IE DESIGNED BY THE ENGINEER,
5ANITARY' SEVER RM PLANTING TREES. 2 REFER TO THE STALUNGS STORM WATER DESK N MANUAL FOR
Z REMOVE SOIL TO A DEPTH OF 18'. SCARIFY, TILL OR OTHERWISE
RIPRAP AR201J DESK7I+ STANDARDS
LOOSEN THE REMAINING SOIL TO A DEPTH OF 18". ADD NEW PLANTING
MIX 45 SPECIFIED. 3, RIPRAP SHOULD EMEND UP 60TT4 SIDES OF THE APQCIN AND AROLINID THE END
1. 3, SUBSURFACE DRAINAGE SHALL BE INSTALLED IN ALL MMLANS AND TIED OF THE PIPE OR CULVERT AT THE DISCHARGE OUTLET AT A MAXIMUM SLOPE OF
INTO EXISTING STORM DRAIN 5Y5TBv1 A 4 INCI I PERFORATED 2-1 AND A HEIGHT NOT LER SS THAN TWO THIRDS THE PIPE DIAMETER O
CORRUGATED PVC DRAN OR HDPE PER AASHTO M252 TYPE OP CULVERT HEIGHT.
(SINGLE•WALL. CORRUGATED) SHALL BE INSTALLED IN EACH MEDIAN AT 4. THERE SHALL BE NO OVERFLOW FROM THE END OF THE APRON TO THE
THE BOTTOM OF THE EXCAVATED AREA DRAIN SHALL HE COVERED WITH SURFACE OF TI-E RECEIVING CHANNEL. THE AREA TO BE PAVED OR RIPRAPP; D
A MINIMUM 6 INCHES OF a57 WASHED STONII , THEN WRAPPED WITH A SHALL BE UNDERCUT SO THAT THE INVERT OF THE APRON SHALL BE AT THE
SPECIFIED NON) -WOVEN GEOTEXTILE FABRIC. ECIAL GARS SHALLSAME GRADE (FLUSH) WITH TI-E SURFACE OF THE RECEIVING CHANNEL, THE z
BE APRON SHALL HAVE A CUTOFF OR TOE WALL AT THE DOWNSTREAM END.
D(ERC.IS'ED WHEN FILLING LING VEDIANS WITH SOL SO NOT TO ORLON OR 8 E3
PUBLIC STORM DRAIN) A51 MENT STORM DRAIN PIPE DAMAGE THE DRAINAGE SYSTEM. 5. THE WIDTH OF THE END OF THE APRON SHALL BE EQUAL TO THE BOTTOM p
WIDTH VARIC� WIDTH OF THE RECGIVNG CHANNEL. MAXIMLM TAPER TO RECEIVING CHANNEL 51 �
THE SANITARY SEWER AND STORM DRAINAGE EASEMENTS MAY OVERLAPi 6. ALL SUBGRADE FOR STRUCTURE TO BE COMPAOTED TO 95% OR GREATER. C-
SIDE
HOWEVER THE PIPE AND ASSOCIATED STRUCTURES MUST NOT BE IN THE OTHER 7. THE PLACING OF FILL, EM-ERR LOOSE OR COMPACTF ID N THE RECEJVNG 1• A MINIMUM OF 24" FROM OUTSIDE DIAMETER OF PIPE FILL
L
NEW LANTIN6 MIX I - WL
UTLITY'5 RIGHT OF WAY. THE SANITARY SEWER EASE-1VIENT WIDTHS SHALL CHANNEL SHALL NOT BE ALLOWED. T- �o --^� OF TRENCH MUST E� ALLOWED FOR OOMPACTICN OF FILL
BE AS OUTLINED N AGENCY'S DESIGN MANUAL. THIS DETAIL DOES NOT APPLY SCARIFIED IL TO 18' DEPTH MATERIAL BACKFILLNG OF TRENCHES SHALL BE ACCOMPUSI
TO STORM DRAINAGE UTILiZNG OPEN CHANNEL FLOW. 18"-36" DEFT qO% ON'PA411TFP 8. NO 6ENDS OR CURVES N THE HORIZONTAL ALIGNMENT OF THE APRON YT
aO% &OMPAC TIED WILL BE PERMITTED. IMMEDIATELY AFTER THE PIPE IS LAID. THE FILL AROUND THE
AT 2' PER FOOT MAX. I
PLAN VIEW NI H VNGOMPAGTED 9. FILTER FABRIC SHALL BE IN57ALLED ON COMPACTED SIEPPE SHALL BE I'LADEC) IN LAYS NOT To �xGEE2 6GRADE PRIOR TO I OUTSIDE DIAMITER r
IRRIGATION LINE PLAINTIN5 MIX. PLACEMENT OF RIP R.ep• UNDER NO CIRCUMSTANCES SHALL WATER BE PERMITTED
OF REWIRI D) O % SLOPE TO RISE N LINBACKFLLE] TRENCHES AFTER THE PPE HA5 E�NI }1
11-61, CURB CURB 10. ANY DISTURBED AREA FROM END OF APRON TO REGE'VNC CHANNEL - -
MUST EE STABiLRED. PLACED. OQMIPAC7VON REQUIREMENTS SHALL 9E ATTAINED BY _r
AND &IJTTE;Z AND 6UTfER THE USE OF MECHANICAL TAMPS ONLY. EACH AND EVERY LAYER I
�, - .+...... I' MIN. I=
USE USDA NOMOGRAPH FROM NO SEDIMENT AND EROSION CONTROL MANUAL OR OF BAOIffILL SHALL BE PLACED LOOSE AND THOROUGHLY COMPAGTEp VARIES
/ I CHARLOTTE MIEC)CLENOU2G STORM WATER OE5GN MANUAL FOR DESIGN DATA I'-6" 1 ILTEii F AP INTO PLACE {IS" MIN)
OUTLET La W1 W2 •T 4
PIPE
THE VERTICAL SEPARATION GUIDELINE
WILL BE USED UP TO THE PONT WHERE ! I-�
THE TWO RIGHTS OF WAY ADJOIN EACH THE SANITARY SEWER AND STORM DRAINAGE EXCAVATE AT 1.1 SLOPE I -_
OTHER. PIPES MUST BE NO CLf'�. OSTOGETHER SO A5 NOT TO DISTURB
HORIZONTALLY THAN THE VERTICAL DISTANCE I _
BETWEEN THE TOP OF THE HIGHER PIPE AND 5TREE7 51,11547RADE
THE BOTTOM OF THE LOWER PIPE. A I I j I 11
I PIPE MAINTENANCE CREW MUST 13E ABLE TO ING 100% GOMPAGTED
DOWN TO THE LOWER PIPE SLOPING THE DITCH 4" 5UBDRASUBGRADE
(SEE STD 2026)
PIPE SIZE
EASEMENT RECUREMFNT
UP TO 15,
15' CENTERED
16" TO 36"
2C' CENTERED
" 36'
1 30, (ENTERED
B" SOLID WHITE 01' eAP
(TYP)
NI
I. PER MUTCD STANDARDS, WHEN CROSSWALK LINES ARE LISED THEY 5HlLL CONSIST OF SOLD WHITE
LINES THAT MARK THE CROSSWALK, THEY SHALL BE NOT LE55 THAN 150 MM (6 IN) NOW GREATER
THAN 600 MM (24 IN) N WIDTH,
2. IF TRANSVERSE LINES ARE USED TO MARK A CROSSWALK THE GAP EETWEEN THE LINES SHOULD NOT
DIMENSIONS OF
BOX AND PIPE
REINFORCING
COVER
PIPE
SPAN
WIDTH
HEIGHT
BARS - X
BARS - Y
TOTAL
DIMENSION
D
A
9
'HIMIN)
NO.
LENGTH
Na
ILENGTH
LSS.
F
G
B'
T-6"
2'-T
T-7"
2
T-4'
7
4'-7"
26
4'-10"
3'-7"
16
4'-0'
T-8"
2'-Ir
2
3'-9"
8
5'-P
33
5'-4"
4'-0"
24'
4'-0-
2'^8"
3'-5"
2
T-W
8
5'-I"
33
5'-4"
4'-0"
30'
4'-O'
T-6'
T-II'
2
4'-T
9
51•-1.
37
5'-4"
4'-10.
36'
4'-0'
3'-6'
4'-6"
2
4'-T
9
5'-I'
37
5'-4"
4'-10"
47
4'-O"
3'-6"
4'-IP
2
4'-7
1 9
1 5"-r
37
5'-4"
4'-10'
48"
4'-6"
4'-0'
1 5'-5
2
15'-P
)d
5'-7"
45
5'-I0"
5'-4-
IF NEEDED
ELEVATION 2 ALL BAOKFLL MATERIAL SHALL HAVE AN IN PLACE 2.4" 24
- COMPACTED DENSITY OF 951 STANDARD PROCTOR.
3, THE FNAL 2' BELOW FINISHED GRACE SHALL BE 100%, PIPE SHALL BE PLACED
NATURAL c�RAD 4. ALL TRENIOWNG OPERATIONS .SHALL MEET OSHA STANDARDS. ON SUITABLE MATERIAL
�L RIP RAP 5, L3ACKFILL MATERIAL BENEATH ROADWAY SHALL BE SELECT BACKFILL MATERIAL.
s I1 I�
T(THIGKNE55)-10" MIN
PROE VIEW BOTTOM WIDTH AND NOT T HE
FILHOSE THE HGHE32
PIPE.
SLOPE TO T ROVIDI:
POSITIVE DRAINAGE
(4% MINIMUM)
d50 {,tee FIC3 9A6 a&b INC.SEDIMENT AND ER0510N CONTROL MANUAL" -
dmax = 1.5 x
r1,5-..12'L+►JZL_
T = .ri X dmax. NOTE, AVER OF FILTER FABRIC
MINIMUM H=2�
PIPE DIAMETER SECTION 8-13
NOT TO SCALE
NOT TO SCALE
NOT
NOT TO SCALE
NOT TO SCALE'
n"yu••y MWNOF STAIiBM
OVERLAPPING STORM DRAINAGEISANITARY
°.°� T�DWNIOF i' s
MEDIAN GREATER THAN 120 INCHES
°`�"• TOWNOFSTAiI2M
RIPRAP APRON AT PIPE OUTFALLS
a"~`' TOW OF STALLMW
TRENCH DETAIL
x r,�►>DD� sl�n'sra►rmAus
SEWER EASEMENTS 20,29
srJ��
.�
EXCAVATION, DRAINAGE AND BACKFILL ETD- N°.
40.08A
- LAB 3rlr1!IDAM
" `
OTHER THAN AT CREEK BUFFERS `�°
20.2E
`° 1.A1� sT
�°
FOR STORM DRAIN D
20.25
NO.
DATE
REVISION
BY
SHEET TITLE
n SHEET T G�
DETAIL 15EE1 #VA
A-LDATE
PROJECT NO.
SCALE
N.T.S.
01 /02/19
PROJECT
COURTYARDS ON LAWYERS ROAD
TOWN OF STALLINGS, UNION CO., N. C.
FOR: EPCON COMMUNITIES
DRAWN BY
VGK
CHECKEDBY
�%q �y �7� 7�7,ry 7� *�,d '�[]j R� �j��
�4ARB R®NJ�IFJC]L- ��JLi8L s & JL ouLE6 INN.
PPlla�nning o Surveying o(Engsneering
30 Windsor Oak Court P.O Box 1108
NC Corporate Charlotte, North Carolina, 28273 Pineville, North Carolina, 28134
Registration C-0476 704.566.1990 704.556.0505(fax)
DRAWING NO.
ISHT 46�54�MT5

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650 117
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a •-.
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APPR0 VED: /
INITIALS DATE
NO,
DATE
REVISION
BY
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S 1 r� REI_'r�r T 1
PROJECT NO,
SCALE
1 „= 40'
DATE
01 /02/19
P
PROJECT
COURTYARDS ON LAWYERS ROAD
TOWN OF STALLINGS, UNION CO., N.C.
FOR: EPCON COMMUNITIES
DRAWN BY
VGK
CHECKED BY
NC Corporate
Registration C--0475
Planning o Surveying o�E�ngineering r
730 Win&or Oak Court P.O. Box 1198
Charlotte, North Carolina, 28273 Pineville, North Carolina, 28134
704.556,1990 704.556.0505(fax)
DRAWING NO.
SHT 47OF 54SHTS

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17637
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THIS PLAN IS A FINAL DESIGN -NOT
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UNLESS INITIALLED/DATED AS APPROVED:
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INITIALS DATE
NO.
DATE
REVISION
BY
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r �r 1
Sir� RLLT 1
PROJECT NO.
SCALE
1 „-40'
DATA
01 /02/19
PROJECT
COURTYARDS ON LAWYERS ROAD
TOWN OF STALLINGS, UNION CO., V.C.
FOR: EPCON COMMUNITIES
DRAWN BY
VGK
CHECKED BY
VGK
NC Corporate
Registration C-0475
YARBROUG H1:-WII]LLIIAMS & H®IIJm, INc.
Planning o Surveying o�Engtneering
730 Windsor Oak Court P.O. Box 1198
Charlotte, North Carolina, 28273 Pineville, North Carolina, 26134
704.566.1990 704.556.0505(fax)
DRAWING NO.
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13+00
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42" RCP
15+00
16+00
17+00
18+00
19+00
20+00
--------------------- RkGHT R/W
— _-------- LEFT R/W
THIS PLAN IS A FINAL DESIGN -NOT
RELEASED FOR CONSTRUCTION
UNLESS INITIALLED/DATED AS APPROVED:
APPR0 VED:
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PROJECT No.
SCALE
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DATE
01 /02/19
PROJECT
COURTYARDS ON LAWYERS .ROAD
TOWN OF STALLINGS, UNION CO., N.C.
.FOR: PPCON COMMUNITIES
DRAWN BY
VGK
CHECKED BY
qw
NC Corporate
Registration C-0475
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Planning o Surveying o Engineering
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730 Windsor Oak Court P.O. Box 1198
Charlotte, North Carolina, 28273 Pineville, North Carolina, 28134
704.556.1990 704.556.0505(fax)
DRAWING NO.
ISHT 51OF 545HT5

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29+00
30+00
31 +00
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-------------------- RIGHT R/W
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THIS PLAN IS A FINAL DESIGN -NOT
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UNLESS INITIALLED/DATED AS APPROVED:
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INITIALS DATE
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PROJECT NO.
SCALE1 ' 40'
DATE
01 /02/19
PROJECT
COURTYARDS ON .LAWYERS ROAD
TOWN OF STALLINGS, UNION CO., N. C.
FOR: EPCON COMMUNITIES
DRAWN BY
VGK
CHECKED VGK BY
NC Corporate
Registration C-0475
YARBRO . GH-'WII][ LI AAMS & H®YJm,, INN.
Planning o Surveying o Engineering
730 Windsor Oak Court P. Box 1198
Charlotte, North Carolina, 28273 Pineville, North Carolina, 28134
704.556.1990 704.556.0505(fax)
DRAWING NO.
5 F 54�
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7+00
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-----
RIGHT R/W
RELEASED FOR CONSTRUCTION
UNLESS INITIALLED/DATED AS APPROVED:
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APPRO VED: /
INITIALS DATE
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APPR0 VED: /
INITIALS DATE
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