SW3190505_Planset_20190607

SHEET INDEX:
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SHEET 39
SHEET 40
COVER SHEET
SITE PLAN #1
SITE PLAN #2
SITE PLAN #3
ROADWAY DATA PLAN #1
ROADWAY DATA PLAN #2
DRAINAGE PLAN #1
DRAINAGE PLAN #2
DRAINAGE PLAN #3
DRAINAGE AREA PLAN #1
DRAINAGE AREA PLAN #2
GRADING PLAN #1
GRADING PLAN #2
GRADING PLAN #3
PRE -DEVELOPMENT PLAN
POST -DEVELOPMENT PLAN #1
POST -DEVELOPMENT PLAN #2
WET POND #1 DETAIL SHEET
WET POND #2 DETAIL SHEET
WET POND GENERAL DETAIL SHEET
CLEARING PHASE EROSION CONTROL PLAN #1
CLEARING PHASE EROSION CONTROL PLAN #1
EROSION CONTROL PLAN #1
EROSION CONTROL PLAN #2
FINAL GRADING PHASE EROSION CONTROL PLAN
TREE PLANTING PLAN
DETAIL SHEET #1
DETAIL SHEET #2
DETAIL SHEET #3
DETAIL SHEET #4
DETAIL SHEET #5
DETAIL SHEET #6
STREET #1
STREET #1
STREET #1
STREET #2
STREET #2
STREET #2
STREET #3
STREET #4
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VICINITY MAP
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ZONING: 8-20
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MORRIS LEE RUSHING
DEED;N/A
PARCEL #DB-321-005D
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8RS21 IaB 36
tr a Af1 �r� ,� ZONING: R-15 / I !
n� NOW OR FORMVRLY 1 PAMELA H.NOW ON DMESSER r 4.9 // II 30
VF/ ROBERT E. COCHRAN & DEEE:1370-70 STEVENS MILL /
C .y m•z, JOANN A COCHRAN TRUST 1 PARCEL k-321-150 ` PHASE 2
_ � � y R BU RR 1 51 v ➢EEO 8665-374 + ZONING, A-16 SECTION J f I Cos r1
l� PARCEL ,q08 321-153 f� PC ➢-997 1
7 Ea ro vo p;m•<mxi I ZONING- R-15 50 , / 1
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jy782a \ \�y� DEED N{A I , p r F STEVENE MILL I PC D--997 f I l SECTION 9
,` ••pf'ARCEL OB-321 -064 PHASE i _ 1
NOW OR FORMERLY ZONING: R-i5 ,�-- ��v�" I''•{ PC D-067� �'� PHASE 2 \ \ \ 1 C}� - - - - PC
10ENNEDY KERf D'APWGE �\ 63 I rn '�"' I I - J I I 2 I -� " �1 / /
r \ PARCEL0U8632J-063 \- I{ Il @ BI -60 eT -1 ROAD - -1 r 1 I "��" \C'.ONTACT IIVFORMATIC}N�
\ \ ZONING: R-6f� ` .\'� l 62 - ,s� �ATS(�� r I l I I 89 J I NO^7'EVENS YD.LY t
\-7MVENS MILL ` S i lY I l 88 HOMEOWNERS➢EED:N AOCIATTON
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AS es7 \\ \ - �` f 1 I I / 90 / • �ARCEL E0" 321-OOIA
,- NOW OR FORMERLY
\ \ / - / J Il 11 B6 1 87 PROPERTY OWNER 2DNING, R-15
x�.aJiE1vALBaRItslbi \Y r
1- OF ,4b5F_349 \ 84 1 e5 I I I / EPCON LR2, LLC 1 1
PARCELNNOG-Rz;5062 `\ / STEVENS MHLI 500 STONEHENGE PARKWAY 1 I 1
65 / 81 ` s RASE I f 1 I
_ - - _ - -- PC D-997 _ _ - I �\ DUBLIN, OH 43017
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803-389-3387
"CONTACT: SCOTT TWIDDYNow On FORMERLY
I � LETE DW�AT�s gMARIAM 82 ° f STEVENS HILL ! 11 k J / CONTACT EMAIL: STWIDDY [e-mail] I _ _
PARCEL g08-32I-061 k
ZONING: R-15 � f
66 _ f I I I f f DEVELOPER
y NOW OR FORMERLY ~ + ! 7 I I \
LU CLINTON W THOMAS, JR. I I EPCON COMMUNITIES 1 k l
�m PARCEL ROO-9EIe 060 f �Sg' H11J. .-.-
+ L I I �- - - /11020 DAVID TAYLOR DRIVE SUITE 105 I l 1
ZPNJNG67R-15 I 1 PC E-887 - T i
a--- -
f� r�_-1 1 ! 1 �/'--, I/ CHARLOTTE,Nk.,
NOEW ORAFO Y `` o f 7B 704-997-8044
QCLd Z PAR
TNZYG6R5 Y25 59 5CONTACT: SCOTT TWIDDY
r-77:.TENs MILL � �"' 1 /
PHASE 1 68 r / `�
1 _PCP-6L7-
I NOW OR FORMERLY - 1 ff 77 f f `� // r / �/ CIVIL ENGINEER
RICHARD 11. FORSYTH &
ILAURA
DEED86 -610}rB / / VINCENT G KEENE
I l PARCEL # 0B 391 O68 69 r l I J� _ - / / /
1 1 �+ ~ z �f lI y / t f - PHYSICYARBRAL ADDRESS:I730 WO DSOR OAK COURT
ULE, INC.
NOW OR FORMERLY 76 r
CAECORY 1. ENGLERT &
I SUE E. 7D r 1 f I I I 1 �� // CHARLOTTE NC 28273
PARz+)N7NC.BR�i6 467 fL I 1 1 /' \ I I !r \ MAILING ADDRESS: P.O. BOX 1198
PINEVILLE, NC 28134
J Now OR FOAMBRLY 75 11 / l ;�e,704-556-1990; 704-556-0505(FAX) -
�+f RICHARD 9 CRUBB &
SANDRA B. GRUBB l
�C1 DEL #�y084-790 VINCEK@Y-•WH.COM
PARCESTEVE71
NE
PC D 68J7 / / �{ _ _ -' 1 ,'' `� / REGISTERED LAND SURVEYOR �`N. CAR��
- - ' ` 7 JOSEPH E. WHALEY (REGISTRATION #L-3954) �' '� • �'
STEVENS MIL XPHAYARBROtJGH-WILLIAMS & HOULE, INC.
PC Dg687 / / E I`� / / / / \ I �� 1 T /PHYSICAL ADDRESS: 730 WINDSOR OAK COURT A
NO,W4Q' DR F�L1\ \ / / / \ I r f 1 637
G D EIg88P SOCTATION11 73 k 1 1 / \ /,CHARLOTTE, INC 28273
ape-3z1-u3
ti ZDiEING: R-15 ` / \ MAILING ADDRESS: P.O. BOX 1198
♦. ` / � � / � k 1 r I r � �/ .� LNG �'�''� �4r ��.
72 PINEVILLE, NC 28134 ti .''��
%��*��•\ r' \\ / �� ` i' L / 704-556-1990; 704-556-0505(FAX) �1� NT G.�
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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
S40'11'29"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
L
19.98
N18'56'20"E
L13
17.22
N23'21'54"E
L14
10.72
N00`4348W
L15
14.36
NO3'22'16"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
S4210'42"E
L20
12.33
N07'55'39"W
L21
7.33
N1418'22"E
L22
24.11
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
L26
28.78
N12'15'49"W
L27
17.37
S26'39'33"E
L28
15.33
S33'3942"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
S31'19'10"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
17.21
S28'35'23"E
L45
8,87
N15'08'03"E
L46
16.03
S19'34'12"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
L54
101.17
N50'23'58"W
L55
52.75
N50'34'01"W
GRAPHIC SCALE
75 150 300
( IN FEET )
1 inch = 150 ft.
PLAN IS A FINAL DESIGN -NOT
RELEASED FOR CONSTRUCTION
UNLESS INITIALLED DATED AS APPROVED:
APPROVED: V41e.
INITIALS DATE
600
NO,
DATE
REVISION
BY
SHEET TITLE
COVER SHEET
PROJECT NO.
SCALE
' ,1=10'
BATE
01 /02/19
PROJECT
COURTYARDS ON LAWYERS ROAD
TOWN OFSTALLINGS, UNION CO., N.C.
FOR: EPCON COMMUNITIES
DRAWN BY
YWH
CHECKED VGK BY
YARBIFouG H[- I]GILI11sms & Ho'4Jm, INC.
Planning o Surveying oiEngsneering
730 Irmilaor Oak Court P.O. Box 1198
NC Corporate Charlotte, North Caroline, 28273 Pineville, North Carolina, 28134
Registration C-0475 704.556,1990 704.566,0506(fax)
DRAW NG NO.
SHT 1 OF40SHTS

I
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9,381 SF �� off` �, /�,1 �1 f `� 6,048
/ \ �kEE SAVE _,70, '�� , ��' 6'• / �J1 p� -3 � U 0° e + V
0.6 5AC. 6� �- 1 w M PHASE 1 �a -� ° � � � D
8 ` HANDICAP RAMP (TYP.) o \ c
\ POTENTIAL 100 RIPARIAN 10,458 SF �� pp ,ln �" a" 6
/ \ \ BUFFER (TYP.) \� � �-, �� � POCKET 481.13' ��' �+ 1�0.,
,� �1 ��g O \ PARK - L6Z _ 53,00 53.Oa PHASE LINE
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\ P ja ��j 6' �'I } 6,L'/` � o o 6,360 SF 6,360 SF ' � � �" ° 1
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4 za 18.97 53.00' 53.00' 20 SIB. �( >`? 4
5b -511 r \ k7. w 53.o0 53.00 ~53.00' L _ _ 8,008 SF
R/W STUBS TO ADJACENT _ -' IQ �, 11 cgs, p �, 1-2.1B - 0 9 �1
PROPERTIES TO ALLOW FOR I - !
ACCESS TO POSSIBLE �� 4 I A EMIT SITE WITH 1� �� 66 o o \ fv
FUTURE RESIDENTIAL OR Im OOL, CLUBHOUSE, AN 35' �+`�-\ 00 ,
0
COMMERCI L DEVELOPMENT r $$ A\ '1 • � J � PI KLEBALL COURTS �'' � 3.65�0.44 � � � _ _ _ �4. ao 4•
/ 54.oca
7.63'ti ° / / 0 1 2C S. B. _ _ _ ` 4. 4' S4.oa' 54. '
R E SAVE r 3 TR SAVE / / u� ^ — — 00 54.00 54.00'
, AREA AREA 7 / /5�G 2O S.B.—
�r��41.36 o �� 9.2 AC. �� 351 AC. �'' LO
� , r t '- r 5��r �; 50 49 f� ry Q
� y INT RMITTEI STREAMS TO o �7 •- eD `•' / '� c7
_ o r _ -� /ry 8,040 SF •- `�" �n
d d d' �� p 15.�4' �� / �' -_ BE VERIFIED BY USACOE / 6,315 SF S S S .- 45 44 4
�i Q� \ ` ! p p I� 7 "�' _ _ J 6, 291 SF 6, 291 SF 6, 291 SF ' S TM r r (0 Ln
L - __ 1 p, 6 291 r S r
p s -� v ,� �64.00' ` 54.00' S4. flY -,- ' 6,291 SF 10
6, 291 SF 6, 291 SF 6,291 SF 'S
� #fie f C �~ q r p -�� 3 .0o s4:ao`' 4—o ` — 40011 R. Y. 6, 291 S1= 6
G �! 0051, �►� ,,, o ���,. t r \ K�NN D 0R LZIA R FoR � �D / ( ,� 00 54. a0 54-: d701
\ .00
�p/ -� t f P DEAD. �'RI R RLY 1• N Y TAL D' ­'V0 , N b o I C J b -V' E�i F ,---�
DER SRNs o �� � � o � � � I �-- E .� �i 7 '� '�
RCS D N, A 7VoyA f b o N n � ,"- o r r f ,� �
,�` \ \ • �- Qi `� off. OON, 3�x _ 0 1 �' ZoN #O8_ , © p b � N `� b CD N � ° 1 N
R'1� 63 1 1 , 1 R J �_©� � �'� � � � txj � � ° N b � ` � too ROJECT INFORMATION
I o -� b `" �? o o j N C' BOUNDARY SITE ACREAGE: 50.337 AC.
,sl, 4 � 1 � c3 I � � p 0�'I Cb ' . �' '� f � p � l:rJ � �� �
No E� �, t� I o f a� a b y o STALLINGS SITE AREA: 44.200 AC.
CR W OR \ N ill 1��' cn c�, t+ c� I coo a c�, o Q o c� `fir F
Q �i / Ate A. FORS Pc 1 LL �, o t � ! ! �,� � cu P - � 1 zv I � �,\ �� �, o o� UNION COUNTY SITE AREA: 4.337 AC.
dRRI Q� �. C DARES L. RR1`�TO RL ' \ cC'z R° o f ``• ��'i t . H `p (CO.)MINT HILL MEGK. CO. SITE AREA: 1.800 AC.
PA EED RRI L �r 1 cn I �,r o�� j cn f o �,'
p� �, - Q �' RCEL 4os8_ ST0 EPCON TO PROVIDE ADJACENT OWNERS IN STLVENS �c f d �, �� ! �?�,, PROPOSED USE: MIXED RESIDENTIAL 5
\C��� N/SSG i ` �ONNG _���4© \MILL TREES W OINSIOALLIOFF
NG AEITHER
FORMADDING
PRIVAADDITIONAL
NCE IN LZ
1LOTS PROVIDED: 146 1
R_ f sT 9 T a �c ISINGLE FAMILY LOTS PROVIDED: 108
\Ij 8�1 _ o' S• ,` / \ \ 6 15 \ THE BUFFER AREA. SEE REZONING CONDITIONS OF �'� + l p DNS PNs
p-��t�, 20, 1 HAsI i s 4 t� J f DUPLEX LOTS PROVIDED: 24
\ ` \'-gyp pI� / / , �' \ �, \ APP1R_OVAL ON THIS SHEET FOR MORE DETAILS. — 6'p PC �� x LL 1 p'C'TIp 2 L !FLEX LOTS PROVIDED: 14 L
— C N
O;> MAX. DENSITY ALLOWED: 3 UNITS PER ACRE
DENSITY PROVIDED: 146/50.337 = 2.90 UNITS PER ACRE
�`� \\` \'\ � ' R• J!y f/ �` \\ `��'� �✓' — — — — STEVENS MILL ROAD SITE IMPERVIOUS: 21.16 AC. (42.04%)
ZT�4 ORF0 \ \ / s `� - _ — TREE CONSERVATION AREA CALCULATIONS:
RIAT Rr E \ / / J \ -� SITE AREA = 50.337 AC.; SITE AREA WITHIN POWER R/W = 0.418 AC.
TESL RLY — NET SITE AREA FOR TREE CONSERVATION CALCULATION: 49.919 AC.
Cs
N#O� TREE CONSERVATION AREA REQUIRED: 4.992 AC. (10%)
I
y
R-1�x �/ 87 � TREE CONSERVATION AREA PROVIDED: 5.038 AC. (10.091©)
COS 66 5 �/ , � 80 84 � 1 COMMON OPEN SPACE REQUIRED: 10.067 AC. (20.00%)
t COMMON OPEN SPACE PROVIDED: 16.883 (33.54%)
` ` �`� C NSW
4 7.12- / / �J LINT 0"? \ f CONDITIONAL ZONING APPROVAL LIST OF CONDITIONS f 1
DON SORER / \ f 8 8 TYPICAL LOT AND YARD DIMENSIONS:
ORM % / / PAR EED•� THO� LY \ 1. THE APPLICANT OR RESPONSIBLE PARTY SHALL OBTAIN ALL PERMITS REQUIRED FOR DEVELOPMENT WITH THE TOWN AND I MIN. LOT AREA 5,800 S.F.
#00 2_ As J. OUTSIDE AGENCIES IN COMPLIANCE WITH APPLICABLE REGULATIONS, THE SUBMITTED SKETCH PLAN MUST MEET ALL sTE�
ONIN 3r REQUIREMENTS AS ESTABLISHED BY PERMITTING AGENCIES P'NS J MIN, SINGLE FAMILY LOT WIDTH 53'
Oro sCAs' 2ILL f MIN. DUPLEX SINGLE UNIT LOT WIDTH 50'
� 05-8 0 \ / / Q� \ 6 � I / WIDTH TO ACCOMMODATE CONSTRUCTION LL BE BUILT ALONG OFERS THETHE BERM TO BE BUILT 4AD WITHIN THE D5SN HEIGHT WITH A T TOPTREET BUFFER, THIS WILL
WIDTH INCRSSE THE BUFFER PC'ION 1 MIN, FRONT SETBACK 20'
�0
g f ` NOW OR \ \ � 3. A PEDESTRIAN CONNECTION WILL BE PROVIDED IN THE STREAM BUFFER AREA, CONNECTING TO PROPERTIES TO THE �Oi MIN. REAR SETBACK 10,
,0 OND D Rj'c A•ORR \ J \ WEST. EXACT LOCATION AND DESIGN WILL BE DETERMINED BY DEVELOPER AND STAFF DURING THE PERMIT REVIEW — J MIN. SIDE YARD 5' (10' CORNER)
/ o WETPOND PARCNj� 5401 5'AR LY PROCESS. TRAIL AND ACCESS EASEMENT WILL BE CONSTRUCTED OF ASPHALT OR CONCRETE. �j-
% 'F �'08� `P 14. A BOULEVARD ENTRY DRIVE WILL BE REQUIRED OFF LAWYERS ROAD PER STALLINGS TECHNICAL STANDARDS ANDzc�AllfPROVIDED BUFFERS: 3A' BUFFER ALONG BOUNDARY;
TNG. R_ ,5 O�9 / ` \ SPECIFICATIONS MANUAL SPEC #10.03. 20' ALONG LAWYERS RD. WITH PLANTED BERM
yq /`, \ &l'ENs / 5. POCKET PARKS WILL BE LOCATED THROUGHOUT THE PROJECT THAT PROVIDE GATHERING OPPORTUNITIES FOR /
\ y \ Pjr I -RESIDENTS. DESIGN ELEMENTS MAY INCLUDE, BUT NOT BE LIMITED TO, BENCHES, GAZEBOS LANDSCAPING, OUTDOOR
\ o' �sz' 1 LL 6 GAMES SUCH AS CORNHOLE, HORSESHOES, PICKLEBALL ETC., BBQ GRILLS, PICNIC TABLES, FIREPIT AREAS, WALKING TRAILS, THIS SITE DRAINS INTO PADDLE BRANCH WATERS (WATER
DOG PARKS. ACTUAL AMENITIES WILL BE DESIGNED AND APPROVED BY THE APPLICANT STAFF DURING THE PERMITTING / CLASSIFICATION "C"). THIS SITE IS LOCATED IN THE YADKIN- PEE DEE
j J4O R, R , No 8, i007 / �y � REVIEW PROCESS.
CAR DoRERL �, \ RD FORS ` / f RIVER BASIN.
OLD �I ZrIS Y AURA F0RL / 6. ALL FOUNDATIONS WILL HAVE A MINIMUM 18 INCHES OF EXPOSED BRICK OR STONE ON ALL FOUR SIDES OF THE HOUSE.
P fee U <ci D F RsYT NO VINYL SIDING WILL BE PERMITTED ON HOMES. ELEVATIONS WILL MATCH THOSE SUBMITTED AND PRESENTED TO COUNCIL GRAPHIC SCALE
CEL #D'N/A A GIs P�IT'oE D'8b3 ©110 / AS A PART OF THE ZONING REQUEST. /� '
a' 40
00 #O8_ �O / / 7. A GRADING PLAN PREP LOT TYPE DESIGNATIONS 8I o ao so ,2a zI
_ % ABED BY A LANDSCAPE ARCHITECT DEMONSTRATING BOTH POSITIVE DRAINAGE CHARACTERISTICS '
-.1 PARTICULARLY
SAND SMOOTH GRADE TRANSITIONS TO AVOID ABRUPT "V' DITCHES, SWALES, AND OTHER DISRUPTIONS TO THE LANDSCAPE, S- SINGLE FAMILY LOT
%f \ �%� PARTICULARLY BETWEEN DWELLINGS WILL BE PROVIDED AS PART OF SITE CONSTRUCTION PLANS FOR PERMITTING. THIS '
\ I / \R NOS O ` PLAN WILL BE COMPLETED TO THE SATISFACTION OF THE TOWN AS APPROVED BY THE DEVELOPMENT ADMINISTRATOR, D- DUPLEX LOT { IN FEET' }
�r �'G R \ F- FLEX LOT (SINGLE FAMILY OR DUPLEX) i inch = BO ft.
\ N \ ORY'OR 8. THE MINIMUM SQUARE FOOTAGE FOR HOMES WITHIN THE DEVELOPMENT WILL BE 2,200 SQUARE FEET FOR A TWO-STORY
O oR \ \ "SUS' L• L'j� 2�RLY \ / HOUSE, AND 1,400 SQUARE FEET FOR A ONE-STORY HOUSE,
D� By FPh7 \ A \ �'9 ��E� EY, L , R�' " �
NEj ACC RCL 335_ I'T % \ 9. THE FOLLOWING FOR THE PROJECT WILL BE INSTALLED AT THE DEVELOPER'S EXPENSE PRIOR TO APPROVAL OF THE - 30' ERIMETER BUFFER
20' BUFFER ALONG LAWYERS ARCS' DEL,p P\ \� 'p�IN#08_3 eij / / \ FIRST FINAL PLAT FOR THE SUBDIVISION, IN ACCORDANCE WITH NCDOT STANDARDS FOR TIMING OF OFFSITE
ROAD FRONTAGE. PLANTED BERM 00L #0;> A \ ep o' R�11 05� \ IMPROVEMENTS:
• CONSTRUCT THE SOUTHBOUND APPROACH OF SIGHT DRIVE 1 WITH ONE INGRESS LANE AND ONE EGRESS LANE
TO BE INSTALLED OUTSIDE OF NINE. 054_�� �� F p / / \ LAWYERS AND SITE DRIVE 1 (ENTRANCE OFF OF LAWYERS ROAD) f e
POWER LINE EASEMENT AREA. R_�O \ ` fqs� rQ (RIGHT INIRIGHT-OUT) ONLY. - TREE SAVE/TREE CONSERVATION AREA
N
% POWER LONE R/W SHOW j4r0 \ ANT f I • CONSTRUCT NORTHBOUND RIGHT TURN LANE WITH 100' OF STORAGE AND APPROPRIATE TAPER.
/ • CONSTRUCT A CONCRETE MEDIAN TO RESTRICT ACCESS TO RIGHT-IN/RIGHT-OUT.
AT 18.5' OFFSET FROM
\ RIC oR \
CENTER OF POLES PER \ \A BARD D�ORRz• ' -LANDSCAPE EASEMENT
ALLEN BLACK)
DIRECTION FROM UNION ! \ PA DRED 4 B. UR$ / • LL EN CONSTRUCT THE WESTBOUND APPROABLACK ROAD AND SITE DRIVE 2 CHNCE OF SIGHOFFOT DRIVE 2 WITH ONE INGRESS LANE AND ONE EGRESS LANE 1
\ POWER COOPERATIVE ! \\ R��'L D 84_ U�B �' (LEFT -RIGHT).
8' WIDE MULTI -USE �\ � ONIN 8 �1 _0d0 / LAWYERS ROAD AND ALLEN BLACK ROAD
SIDEWALK TO BE INSTALLED \ ,� %1 s / _� RE -STRIPE THE WESTBOUND RIGHT TURN LANE TO PROVIDE A SHARED THROUGH RIGHT LANE.
ALONG PROJECT FRONTAGE.
/� RE -STRIPE THE WESTERN LEG OF THE INTERSECTION TO PROVIDE TWO WEST BOUND RECEIVING LANES.
ItENs • EXTEND THE SORTHBOUND RIGHT TURN LANE TO PROVIDE 175' OF STORAGE AND APPROPRIATE TAPER.
SIDEWALK TO TERMINATE AT \ MGM pC PACE �T�� S
\ STEVENS MILL SUBDIVISION 1S 9A. APPLICANT WILL CONTRIBUTE $250,000 TO THE TOWN OF STALLINGS TO MITIGATE TRAFFIC CONGESTION ON THE
\ WITH HANDICAP NA MPS' "` -' 1 \ / LAWYERS ROAD/STEVENS MILL CORRIDOR PRIOR TO THE FIRST CO BEING ISSUED."
` P oR F % \ 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 �-
k
P1 f / l LAWYERS ROAD.
\ ARC�L D 6,,,sgRNER 1 / 11. INTERNAL SIDEWALKS WILL BE CONSTRUCTED PER THE STALLINGS DO. DEVELOPER HAS ALSO COMMITTED TO
oNI 07_05.1 INSTALLING SIDEWALKS ON BOTH SIDES OF THE STREET.
\ ')078 040
� - O S FOR p0 \� 12. A 30' PROJECT BOUNDARY BUFFER WILL BE PROVIDED WHERE ADJACENT TO EXISTING SINGLE-FAMILY RESIDENTIAL. THIS
\ O N L1�L11 \ BUFFER WILL INCORPORATE EXISTING VEGETATION WHERE POSSIBLE. A TREE SURVEY SHOWING THAT EXISTING —VEGETATION WILL PROVIDE THE MINIMUM
/ f s0C \ s C NOT ADEQUATELY PROVIDE A BUFFER IN PLANTING
S AREA, AN AnLTERNATIIVE PLANTING PLAN SHOWING COMPLIANCE WITH DARDS OF THE STALLINGS DO. WHERE EXISTING VEGETATION THE
�1�O�yC SR�G
\ f A08 ��32 � 7TO \ 1jT STALLINGS LIDO WILL BE PROVIDED.
3� pxtlq "� rYll
+ ONZAI , 13 % pC D j IL 13. CLOSURE OF EGRESS TRAFFIC AT LAWYERS ROAD SITE ACCESS #1 OTHER THAN FOR PUBLIC SAFETY PERSONNEL
L
\ 1 rJ \ OOP CONTINGENT ON PUBLIC SAFETY APPROVAL UNTIL 90% CO. 17637
I % `�r $ 1 \ / ` 14. APPLICANT WILL GIVE EACH ADJACENT PROPERTY OWNER ON THE STEVENS MILL SUBDIVISION BORDER THE OPTION OFEITHER
i ADDING
NQ , 1 � \ ADDITIONALWORDK BITIONAL EVERGREEN TREES EING COMPLETED PRIOR T0025 %oCO.ITORM PRIVACY FENCE IN HE COUNTY ARBO IST THE BUFFER AREA WITH 100% OF
DETERMINE THE CORRECT SPACINGIS ��Nt .G..K�`�`\���
WeA0LD OR �, \ AND NUMBER OF EVERGREEN PLANTINGS IF THAT OPTION IS CHOSEN AND THERE IS A DISPUTE BETWEEN THE DEVELOPER //�I J j j 4►1��\
OSAND THE PROPERTY OWNER.j
d���
NO.
DATE
REVISION
BY
SHEET TITLE
C�
SITE PLAN#1
PROJECT NO.
51 "� 6 0'
DATE
01 /02/19
PROJECT
COURTYARDS ON LAWYERS ROAD
TOWN OF STALLINGS, UNION CO., N.C.
,FOR: EPCON COMMUNITIES
DRAWN BY
YWH
C GK BY
YIA 7��1� �T �,�" 7��• 1� � �1 •���+ 4�. 7[]j '�t7� � �i►7R�+
LbJI BRO�IJGH-WILLIi'B.LY S & �C71,o�1„7,m, JNc.
�P14nning a Surveying oc
730*neering
MWWT
730 Rindsor Oak Court P.O. Hog 1198
NC Corporate Charlotte, North Carolina, 28273 Pineville, North Carolina, 28114
Re iatration C-0475 704.556.1990 704.556.0505(taz)
DRAWING NO.
�^
SHT pF His

\ Off_ -20 ♦ \ \ \ 6,480 SF
eONI1 UG �O CI.� ♦ e e o S 0000 0, '
©O� ♦ ♦ \ 6,480 SF \moo
e ,� 80T; \ S ��
'� \ ♦ \ >k�e 6,765 \a� o- \ ryo 1�
84
Cb �.3 \\ e s S r
\ 79 'op, , •r �' 8,164 SF
A% \ 0.
0�)
♦ ♦ \ -� �ooe 6, 210 SF e M `� S 1 '�
OTy �' ♦ �e �x S e' ° t3`j
�„ PAIL OR ems♦ o
PROP. -s LIP a� `� ♦ oe '� 78 o-
MOUNTABLE CURB IN 4Z'RL \
PROP. 2'-6 e > �4 6,210 SF eo' 85 ro.
ISLAND OF DIVIDED p �C �Q j SOP-' \ • ® ° ° ©.
ENTRANCE {TYP.)� /"1e9`g�6'B8�S /\ �j `� ♦ UPRIGHT CURB �j� ry ��, cr i �, 6,212 SF
OBI Off _ / \ ♦ &GUTTER (TYP.) "y e '7I pp'iJ+ 1� �I
�Ni 6 210 SF e , 46 p `03 1cp "' 1 r
.� --.- \ � � � \ � ♦'' � ' �e 'ems' �°o R � ,. e �, � 11� 00 1a
'o S �' 1 a 86 1
© '1 e 1
6.10 SF
2), \ PROP. 5' SIDEWALK ° O• 6 2
e � 1
�. � , ♦ \ e �°` ' ],6, 210 S e e oa e' .� 23 � S r�
9 �ITH 4 PLANTING ♦ \ ry s S g,' c� , \� o.
o ,, 0%, "'� STRIP (TYP.) ♦♦♦ \ eDoe / °p. ,e �o� , �8,339 SF ram, o \ 00 ,o
♦ ♦ \ \ ��' �, , 210 S e e 0p e' oo J r 2 r 6,210 F r
moo° ems• \ \, � ♦ M �. e S , ��' ° tik e e 6 9 F , r
♦ ♦ � \ � � gooey . 74 � ,, , �� e � e o o r S
?' 6, -196 . ��'" 1000000 �%o S ' � o o '�11 1,21 ppy e 1r CQ �8
0 �` --_. \ / 400 % e a 73 0- e o e e' �° 1 6,210 SF
♦ ♦\ e ° e , �� 6, 955 SF e� 1 '�cs
? ti -_, / ♦ PHASE LINE hoe >6,210 S e o° ,f '� S e� "1 �24 r r1 S
' ry o , ' `'� °° ' op r 7,341 SF
120
GQS �' ♦ e - e e �,6, 210 SF a° \ 8, 524 SF '\©� 0 1� 00 6,210
/ --°�1 P�IILL °�'O \ e �- ,,fie 8 °°, ' e �� `r 1 a2� 1 Q r S
�♦ -tea \ ��� IP D. ���� \ e �'' 6, 210 SF e o � sue,, e� '�� �,� 6 048 SF \ o" p. r
♦ ♦� e . p,I \ 1 1��� L \ - �,s e rk° �, p o 39.\ e�� ,�r 1
. '' �.e Ia LLI' FORS \ \ I'AL'c��'��'a�S e , °o'S e - o' o° e' \ o ` \�'��` 14 1r S o©
- �'' ♦ ♦ ^ �/ e ^ 7, 9 6 5 SF © PA R� 0�7�_ h�OB LY L 0� `�'2 S e' �� 6 0 S ,�' ' ' e \ �, , 11r
♦ .2� O o � � 10 249 SF
,� ♦ ti°� /,• \ L #O 1 �9 pc T �VI1VG ..00 1 _ OQ '7• / ,, �s �, �o©e ' 1r
7,84E '� O11Tv ��1 _ G_ O e ' ?0 � on .26 °°� e o �' e 7,042 SF �s o �J 6,048 SF .ter
0 hp
♦ x 76, S °° � �`, � R-�0 0(;
`` � � �'� �6, 210 S e e ©p o � e ' � ��, Q, �r 1�$ © r� `� r +�.7 ��2
PROP. 2' 6" �� ��°1 0 7,8 0 S �✓j�
11 145 P
UPRIGHT CURB ♦ ti, I \ e eQ� s" c�� �o e �o,
o • ` \ ,'� '\ °°- ee �' i'�� , 6,353 SF i°��' � 6,372 SF r r 12
& GUTTER (TYP.) 0 S> S p
°' 20' LANDSCAPE ESMT. e e`f , 6,210 S e o oQ `© '� ' �, `�'cs� 0 2 �'' 1 �' 6,048 TFF r �`
0 gas 11 °° 7 8 40 �F., e e j Q �. e ��o '��° e , tv o°, i o� \ 4 + 00 r
e S �. e eo , N 1 �^��'" o\ Q r S �,�Z ao 1
,,�° 3a., , ^�, �� '24 °' pp ,, 6, 353 SF a 11 '7 \ j r 144 r'° °� 1 X"
S sa e o �, 6,210 S O, oo y. r �,'rQ o 0
o° 7,840 J� `�� ,A
dew' e ' �e ��`' 30 s�,J + �.,r 7,836 SF r 1�'Q6,372 SF 11 6
G EQ ° Ss 4 \ �° , e 3 °°' ' e e , e 7,131 SF '\�eee©o �1 S g, �0 r� 1'� S ©0 1� r S o r
o, S
13 °° 7, 840 S e 6, 210 S o e `' �� �] \ 0
5' SIDEWALK � °� �. o /~_. 's �v �• � F Q~1 © o_ � 4J
PROP. io S �' v� '�G o e , 39.�a' r'' o`�\ 1 , 1 1 V �1 p� � r 1 129
♦ 5 E� o, o , by e °" e o� e �, e ��O ,�4� 0 6, 2 SF \
WITH 8' PLANTWG O O� e
0 0 .a °° 7,840 S� ��i ,6,210 S e' o° ,��'/e,, oo�' '` 7,405 S`�+ 10�6,372 SF 0 p1 t r 0 1 6, 8 SF r1 6
TRIP {TYP.) tis 4 ° ems- / s ,,• N, a \ ? F 0 0 rU, c \ '
00�� 7,864 Sr- \ s� ssp .� � � �21 � 59 � �.� •err 1� ���• r � o ��$• � o0
0 0 S o e ooey . °p� S f e 6' ,�0°, 7, 218 SF� 1 0 0. 1 r ��2 1Cr
8 �. ° 15 0 �` �- � '�' J 6,210 s o o, e j� � D 00 115 �� 142
8 063 Shy v S �° e e p 's e >kC e © D ` r 1� \�' r6,372
� S p
,� h SQ b; � �. 9,843 SF e� � .p � 0 0 e�7C� p, � � 1 6 048 SF1�. 1 6 372 SF 1 � 1 SF 1r r 1 6,048 9FF 1 0
° ° �, o� 0e ,20 'S � .� 6,360 SF � `� �,2 r� err F �� °° � � r1 S �� 00 S r
, 7 O V 16 >k� �, " %,� ,,� r 1 00
S S \ h� 1,61210 SF i 0° r- '� `'0 1] e ° �+ tr , r1 1 o. 1 rb 1 1�2
I-V' . 41 0�
S 9,097 S�0 soo\ S ^ ��� 19 o S `�' ' �'� o `L° 57 0- e� r `rc� Z, ? ` 00 1 11 4 r o. ©�° 1Q o
o ° �0, e e' \ ©� \ o, cam., o e 0 o r �A2• a.�' 1 6 72 SF
e \ \ 6, 210 S ,� ,,6, 360 S r °� r Q48 SF '� . 1 6, 372 SF r r 1 6
\ S� s� �S �`L 9,,958 SF \ \ \ ,T ape o° �, e �p ee0° �ti�' ©r �0 6 b. r 0 6 r 00'
S 5 . pp, ��• ' ��,� , 7 \ \ s S e �� p e 56 op• �'
\ e , \ pop- e e 360 S �i 6�] '�` or 140
20' LANDSCAPE ESMT• `b �� }
%� s8 �, t S `\ ��\ e e °� e' ' Q oo O, 9, 026 SF r rr�n .��2 ©0 r 113 r o. 1' °k
NO ^� 4 e o • r�, �� ,� \.p ��. o '\ e� sr r �'" 6 048 SF1 1 6, 372 SF1 r �' 2 5fi 1 13�2 r1
` P yY O �� \� ��' 8, 399 S\F \,9, \ 00 , 55 0� ,J 0 r ' repo 0 f \ 0 r 6, 048 SF
7c'y j 3 \ \ `5 e 6, 360 S e r 0 34 11 1 0 0 c3+
� p -FOR 8, 011 SF{` �` ;,� � � + o � � � s `' .r �' '� eQ �o\-� �20 • 1 � r � `���' �1 � ! ' ©+ 1 ��'�' p\�� . 1 ,�`
"ARC ��Y 18 ° eo Q �] , %o r r 1� , �, r 0 0 , ,
ARc 6 RS � � ss I �, 4 p, � 61 0 � r o0 130 -mQ
�, 6,480 SF r 0
�• �.L 16� LLc 8, 011 SF'` '3 \ .� � \� ,� e�� o� e 6 3 0 SF •o ,�.�2. �r 11 � \ o, r�1
2O ' 0 -3 �a ��� �. e �� , , e , , 6 372 SF r �, ro� ' r 6, 048 SF
0 �- r n �° o" r 6 048 SFr r 6 3c72 SrSr 1 33
LOT TYPE DESIGNATIONS \ IG �- 1 _ 00 ryo. f +J �,g t'�p o \ e e e Q 1� i.�o �°'\ L 0 00 �,r r- 1 1+' po ?� 1 �y 00 1 c1 C� ,
2 7 10, 9 91 SF ,� S�` \ °, \ °ps e h 'o �Z r 35
,�7 00
LOT ° G , p •, �, 39.E > 53°�' ©` oa r 1 �r o 1� 1�r
S- SINGLE FAMILY L �G �z e 5,80 SF , o �°- 1 �72 r D 00 1 111 �1 0_ 138 rQ X
D- DUPLEX LOT Q un
S \ s ©° o ,�� i' �p , �Qe��Q Cos o� 6,480 SF �r �� o_ 1 1�2' 1� ''p6,372 SIF �A1 1 6,372 Sr 1
F- FLEX LOT (SINGLE FAMILY OR DUPLEX) �" \ '��, 1 e�, o e� err D 1� 6,048 SFr r 1 S r rr 6,440
�EE SAVE 3• iJa, 9,381 SF �,�� \ ��9` �o, e 51 so orb �2° Qo r c367 1�` r13 � �'�$ �0 r � � e 1 ��� ao 1� •1 ,S
� �o_ 1\
AREA 1% s� �� vim• r? a PHASE 1 ©r "L o s 1 1 a '� r ° r�
- 30' PERIMETER BUFFER �� p.s,4s AC. V 08�; �' Cry >� �e HANDICAP RAMP (TYP.) 'o� o,r 2�0 01 , 1 1 r o' r 1 J r1'
POTENTIAL 100' RIPARIAN V 10,458 +.SF ��!' op � � r 6 051 SF
6>372 SF 1 s r 6,2 SF
-TREE SAVE/TREE CONSERVATION AREA BUFFER (TYP.) � \ POCKET 5 fi7' 5' rt-J 3'�rQ'1 ,���° 1 �, r ti���0 1
� .�r ,�`�--� o \ PARK Z _ 53.00 53.00 48i.13 PHASE LINE 1 1 1 oy 1 1 \\ •�
�� �r0 `�,, f'' , 6,288 SF - -3.00 53.00� 109 r 136
53.00 �� r o
N O� �r �g o
- LANE S ENT r- --} 0 R.Y. _ 53.00 �•� ��2' , 1 1 r 6, 2 SF 1 tir"
j A -� o a 39. R. Y.. 1 o5.4s'
L \ o \�,� 71 6,327 SF a SF _ o +�� r �� ` r� rP 1 GRAPHIC SCALE
1 1 r o �o 00 6,360 S 6,360 SF 6,36 of C9. �, 6 281 SF
(31
'0ly ro 0 0 r o 6 r
a2 l �0 o cs ai' ry o 0 360 SF Q360 SF of 1� �1 r sa a 30 so 120 240
PkOJECT INFORMATION �-4 6' � l`� S r; r Q 0 5'� p o 1
BOUNDARY SITE ACREAGE: 50.337 AC. �� 2��'' N �o °•,U 9gl car T1 �' 8V o �j'c� ,� Jr, �? I T- 7 161 SF 2`0 r1
STALLINGS SITE AREA: 44.200 AC. -� o o L `�' 066 �`' �2'a
UNION COUNTY SITE AREA: 4.337 AC, s� f �' .fp`6� Ogg _ 20' S r- ,� ,� `,� ®I 13 4' o`r { N FEET )
MINT HILL MECK, ITE AREA: 1.$00 AC. 3 59 o' 1 �E -- ` _g• -- - - , 0j I w 1 39 �1 I
( CO.)) 4. , - - 2 o S, 0 1 N 7 1 1 1 inch = 8fl ft.
PROPOSED USE: MIXED RESIDENTIAL _ 6� ! 2078'97 - - -
Q �a 5 53.00 53.00' S3.00' � - cad j • � 1
LOTS PROVIDED: 146 56�'r _ 1 ky� cN 53.00 53.00' - 8,008
T 8 SF y
SINGLE FAMILY LOTS PROVIDED: 108 `� ti- `, \ ��, a -e�` 0 �j 11,126 SF r
DUPLEX LOTS PROVIDED: 24 to �
r 1
FLEX LOTS PROVIDED: 14 1 l� A SNIT SITE WITH r 66
MAX. DENSITY ALLOWED: 3 UNITS PER ACRE IrT, OOL, CLUBHOUSE, ANN r s o 0
DENSITY PROVIDED: 146/50.337 = 2.90 UNITS PER ACRES $� 1 J PI KLEBALL COURTS y o 3.850.44 54.00, P
SITE IMPERVIOUS: 21.16 AC. (42.04%) ° eo S o / �/ - -- �` 2 , -- 54.00 4, 4. 54,00'
'D 0 �. B. - -- -- -- � 54.Q0'
TREE CONSERVATION AREA CALCULATIONS: / / r a -- _ _ _ _
ITE AREA = 50.337 AC.; SITE AREA WITHIN POWER RIW ^ 0.418 AC. R E SAVE N TR SAVE / / LO ro CD 20 54.00'
r� �
' ^�`�' RE � AREA � / /© r� �iG �' �� '.r? a �, S.B.
ET SITE AREA FOR TREE CONSERVATION CALCULATION: 49.919 AC. j� �j 49
Sj lj .2 1 AC. t � U' 3 51 AC. / /r', S �° co T 4 V Q o
TREE CONSERVATION AREA REQUIRED: 4.992 AC. 10% `- 4 7
( ) IN RMITTEJ -STREAMS TO /o S `1_ `� 46 Q
,TREE CONSERVATION AREA PROVIDED: 5.038 AC. (10.09%) / `�- --� BE V RIFIED BY USACOE ! _ - / 8,04Q SF 6 315 SF S '�' '� S = 45 ( 4
o -�. 6,291 SF 6}291 SF S S T
-COMMON OPEN SPACE REQUIRED: 10.067 AC. (20.00/o) � -o� r 0, R Y 6,291 SF 6 291 SF 6,291 SF S
COMMON OPEN SPACE PROVIDED: 16.883 (33.54%) ry �- �r �64.00' s ` 54.Qfl 6 291 SF 6 291
--_ '
�i 54.00' 4.00,_ 5TCFdo _ _ T a' R. Y.
--54.00 54.00'
TYPICAL LOT AND YARD DIMENSIONS: NQ 1 IOW OR
p,� -L 54.ap 0�
MIN. LOT AREA 5,800 S.F. - ��NN�� y R �oR 1 ` 1 CRs A �0�``Eh' I -�, "I/' E
MIN. SINGLE FAMILY LOT WIDTH 53' D Ifs �R ' TAll S�rp LY N � b � p © � � � � -~-� � FE
MIN. DUPLEX SINGLE UNIT LOT WIDTH 50' pA� ' �� 5'9s I �AAL� O-�' _P CNN ©�
L � S_� RL� 4RC�L 'D fir/ s D yy c` Q N �
MIN. FRONT SETBACK 20' ZONING.�I_©6� 1 Z©NON B_32�_ o ��i �Q J� O �� o b �,��11111l11///
MIN. REAR SETBACK 10' R-�� 1, R_ 00� �, f f b ` ll b n b Q ��i CqR rii
MIN. SIDE YARD 5' (10' CORNER' °' ° o a b x,° o a; f Q Ca b , �N ...., o r,
Sp 6' w �� b or t� a
.4 p0 7 co' �C`x1 p�l� �03o� � db� ��y0 N Qb b b® `aa.. SS/''•.'�y's
NOW DNS 1 1� 1 r~�t� � c����� � o � I � �, � � � � � � � �:� ��� N n _
PROVIDED BUFFERS: 30' BUFFER ALONG BOUNDARY; CR © \ I 1 `I' �' I �' ' c0 co - � � I " w \ �' co � o o � 1 b � j 4 N �� o o
SIG FOR PC LL V1 o I ti cn I I csa © o b
20' ALONG LAWYERS RD. WITH PLANTED BERM �N'ISTp LY 1 r� c o t� ll °'17 �
pAI'CE�D05BRxTp EPC N TO PROVIDE ADJACENT OWNERS IN ST VENS a, �� H o '•<`/Ir ��`.:'•
HIS SITE DRAINS INTO PADDLE BRANCH WATERS WATER ZO- MILL THE OPTION OFF EITHER ADDING ADDITIONAL m ~c I �' �` �' `' L •''•f�•''
WING, �-O TREES OR INSTALLING A UNIFORM PRIVACY FENCE IN 1 �� S�
CLASSIFICATION "C" .THIS SITE IS LOCATED IN THE YADKIN- PEE DEE R_ E ST��'�� v� `� o °'�' �' ��/II j +� �j '`�
V S N. ) \2p a5 \ THE BUFFER AREA. SEE REZONING CONDITIONS OF F'1 p � S MILL SEA S SILL 1 �LI {�
f APPROVAL ON THIS SHEET FOR MORE DETAILS. �Q I'C �' 1 T16 A,n�
THIS PLAN IS A FINAL DESIGN -NOT
RELEASED FOR CONSTRUCTION
UNLESS INITIALLED/DATED AS APPROVED:
APPRO VED: & l e / �iy
INITIALS DATE
NO.
DATE
REVISION
BY
SHEET TITLE
SITE PAN #2
PRbJECT N©.
SCALE 60'
DATE
/02/1 9
PROJECT
COURTYARDS ON LAWYERS ROAD
TOWN OF STALLINGS, UNION CO., N.C.
FOR: EPCON COMMUNITIES
DRAWN BY
YWH
vGK BY
YARBIIe`®YJGH- IIL L,TAMS & Ho4JL E,y INc.
Manning o Surveying o ! sneering
730 Windsor Oak Court P.Q. Box 1198
NC Corporate Charlotte, North Carolina, 28273 Pineville, North Carolina, 28134
Registration f C-0475 704,558.1990 704.558.0505(fax)
DRAWING NO.
SHT 3 OF 4QHTS

r r' `` o �\ \ ' ©oo 4 0�0 `` / r r rd11% 0-6 0,
82
01
6,480 SF \-- �, D'OT OGGj Y •� / STUB STREET TO ALLOW 0
r r r \ ` �' ° s \ S O \o ACL�L1� OGI�}� / / CONNEFOR � T Vs Y TO LE TURF TREES
♦ r r \ �, ppo/\\ AREA
O \\ a v c',g ZQ "�08- � 76' S / ADJACENT PARCELS. 0.15 AC. \
005$ rr r r`Qr \ 6,480 SF \�a R_�0 04 O e1`' ` \
r r r ! ooe 8 o ; \ \ �� \sue f / i O�
r �.e 6,765 S�Ip�' Ik �' �I,a' W I li
'r • �e >'s \ \ '` 6 ,�© o, -- - LojS
79 0 �`� 8,164 SF
co'�0000r� --ooey • 6,210 SF °� i � �
r �' e e o "' s� � S �\ � � X0 1 3 � J J L 8
h� s ' o�`' ' OWN 3-21 _ N
r _ o '\ ry oo. e �- \ �5 \o J-4 I F \ \ G. 000 0 6 480 SF \
LOT TYPE DESIGNATIONS o e I $ o ��5 o �'I11y6 O� % R_,� f o X �
PROP. 2 6 > �•e 6,210 SF
S- SINGLE FAMILY LOT UPRIGHT CURB �e '> e e Sao `� �s moo. 35 -�\ P14 ��L� JILY I 0 s \\ ,�7 po \� LDS DR
D- DUPLEX LOT , s' �. �, 6, 212 SF �GL8� l o o -�
& GUTTER (TYP.) ooe` 77 °°, , ' \ , ZQ 08_ 0 oa,\\ N 82 \s O�IN/17 (
F- FLEX LOT (SINGLE FAMILY OR DUPLEX) >ky 6 210 SF e 4g ' �'PV
\'� IG,�1 _ % \ _'
e , pe Q Cep o , �• 6,480 SF \.° P I� O
0.O' 76 °' o �� ' \ \ 6,210 SF --� pow 0°3r� �, ZO >`d8_
- 30' PERIMETER BUFFER e e � \ G p.e \ oa, \ �`� eJ j
� e 210 Se O 123 o \ S \s .� .� ,. �0 6,480 SF a �_
o S � `��' ��' e 8 3 3 9 S F \' � o� \ op \ o .n � \° ors \ \
- TREE SAVE/TREE CONSERVATION AREA J eon e �� °' e �°'` '> 1©� ,�' ooe 8� �-
,21 Q S e o e' S \ 2 37
>.� 17
e o � o \ \ I �VOry. 1I �' 6,765 S \\ . \�© � -- -
. e '' ' �� © e' 122 °+ , \ 6,210 SF ` CL``I I�' © �' e o S 8,164 SF 1` �,
- LANDSCAPE EASEMENT e0e 74 e e 6,955 SF eo S 1UA PI 1 O � o• '
e°� `�' 6 21 D S ,' , `'g �� '>� o o. \ p \, i AI SR �''Ij C e e \ \
_ / o ,� TR D -� a y • 6 210 SF s ` \
i f T's� G� e °o e O °o' e� \ �'�� �? �o. C B ����r o �C�L 4` 3� �' g` '�s S e po o
o +J oo 2� e p \', +V I�IO 1 BSA NQ ,`0�3 _ �O O� s >, �r�
0 73955e C \ 6, 210 SF V 0 11r e 78 \ r p e a ' e 6 SF \ £I © a, e \ o
\ e >>k 1 'a s LAY Iz' G. o e o
PHASE LINE cJ,e >6,210 S , o / > �� �� \ lJj O �i'- `� ��/ >6 210 SF e p 0
a e � S '� 124 \ o \ S \ U� � � e , ' o ``'o� 12 '.�� �'�
o ,� e o � �. 'CAI S' L.� 1 a S ,�. �, •�� � 6, 212 SF 1r
s -' �� ©° �,, e °0 7, 341 SF \ 1 0 0_ �� ,o , 1 CC ALL 1
e ,e roe , o\ 120 e> \ , o \ \ 8 \' �GL�D.'IIT SAIL ` 6,2o sse' 4� sue' `�' 1� '� o �t
> 6 210 SF C� L > Oj o
O e , 0 8,524 SF \ e� \�'\ 20 6,210 SF \ ZO �`�
P I _6 OR e �e 2� °o, ' e ' , \ 1 0 \ + \ I G ,_ �1-- 04 rye+ oo, 7 e `� o �.�
�fj'' ie \ e 2er7 O.\ 5 I l V , e 6, 210 SF
-4 D. ���L e �� 21 D S F e � s � � o. o- \ � �0 e �` \ry
,� o "` 6,048 SF \ 00 210 S o e 1�
�' �Oj3L, )' \- ee >; e �0 6, a 039. \�'� �.��, \ \ ,�� �100 -� tip 123 *!1
j �Q1� RT ' o S ,• �' ©� O e \ '� cP e1 \ ` \ 0 \ '�\ o , e h e 8 339 SF\'� o. \ o \� ' %
�G 'L 4948_ ti? / �o'e 27 0. e y ��C3� e \ a 4L \\ \ ,,.�� Q �.� �, 0,6,P1110SF o- e �j f �T> \`� o 'r 0 ry \©o.
00 08_ � � / i >6.210 S 0 ,, �s \ 10,249 SIF \\ �� 1 0\ \ PROP. 5' SIDEWALK e O / c ,O S \ 2 ��q l \
cr s \ 1 2� �\ o, 0 © _ \C 0 ' WITH 8 PLANTING s o v'p 1 2�G �r \
!0 �.7 ���c� \\ �- o� 6,210 SF -
�0 05i 26 °o. ' o r `��i' 7,042 SF ` b, 6,048 SF .�1 ��•® Nor, --� e� i e \
\ y / ,. > \,g 0 ©0 \ t']� \ �i STRIP (TYP.)
e¢ j6,210 S ee Oo a o °. ��ao \` \ S �2 \ c�
145
256698 SF
0. i ` , �` 6,353 SF e 1 6, \p \� 12 1 0, \ 5.� \
e , > . p CSC 0 i PROJECT INFORMATION
6, 210 S e o o e © >� e �° \ Z c \ \\ 1� \.
e e > o p %�,, o 6,048 F 1 �' BOUNDARY SITE ACREAGE: 50,337 AC.
e s �r �o. e 2 '��,, i \ s \ $ p0 �1 lcs STALLINGS SITE AREA: 44.200 AC.
e e oo, �►7 op �ck�,D!,1�,� \ '�7 2 00 �, \s�
6,353 SF i . '�
oo Ne> e�>k 1 7 rn \ 44\b�� '�1 \\ �20 po \� �f UNION COUNTY SITE AREA: 4.337 AC.
eRye >,,6, 210 S rL©,• Apo 6 -1, \ \� 0 0 cr n r� j�
7,836 SF �� \�'' 6 372 SF .0 \ \ o, ° 7,G D MINT HILL (MECK. CO.) SITE AREA: 1.800 AC.
•o S `' 30 , pep 1 , \ �, \o6 ' \ \ 6, \ , \ 6,480 SF R \ PROPOSED USE: MIXED RESIDENTIAL
23 '7 131 S F ,gyp ��o �\ ,�$ oo \ o \ S �� o0 1 \ , � \ /g �O1a'
e e , 0 \ Q P �LP PLOTS PROVIDED: 146
e >>6,210 S ,, 40 \ �\ o, Q o, \'� \ \ �.a0 \ o, \ pa 10 � � C �' QSY SINGLE FAMILY LOTS PROVIDED: 108
e ° S e , 39. e y �* e, p(1- \ \ 04 \ �� \ 'Q, \ 0 � �`0 � `�
` �� '' ,1 \ 116 \ 143 �Z \a 4 APPROXIMATE WETLAND AREA �� /
22 °' e a �"� i e �� ��' s� y' � 0 � \ 6, 2 SF \\ 12� o. � DUPLEX LOTS PROVIDED: 24
'6,210 S e ^, e '� ��. 0.6,372 SF gyp\ \ 1 sr TO BE VERIFIED BY USACOE. �1�
e e >> , oo , '' © >'ce�o ` 7, 405 S' 1 cr 1 \ 6, 8 SF \ �p \\ 6, 480 SF \ a \ \ O1 LEX LOTS PROVIDED: 14
hD� �, a� \\�+ �a 00 cs, o \ 1$ QO \, `\ 0 S \s
r� S P�89
31 \ \ � \ 1 � 0 0 \ -MAX DENSITY ALLOWED: 3 UNITS PER ACRE
e oe 21 oo, e o0 e 7 SF\ \ �� \ n o. \ \ ��� \ o o" p 0® �o a �` DENSITY PROVIDED: 146/50.337 = 2.90 UNITS PER ACRE
6, 210 s co,� �' '��� D o4 115 0 142 \� a �� o D - ( o )
> e o � e a D � 1-+2. \,�, \ � 1 Q \ •c� \ ?co4,, 1 � \\ SITE IMPERVIOUS: 21.16 AC. 42A4 /°o h� ap 53 °°.�'• \ 6 048 SF`o ' \ 6,372 SF \ \ 6,372 SF \\ 6, 48 SF \ �� \ 6,4FTREE CONSERVATION AREA CALCULATIONS:
,�0 o� 'e,�o eeQj 6,360 SF o 2 \� \ i' 00 \ S $00 \ \ , \ 2 , \\�, SITE AREA = 50.337 AC.; SITE AREA WITHIN POWER R/W = 0.418 AC.
i 1116,210 SF i o `� .s D e'I �, \ \ \ "�� \ °c.\ �`� \�'� �200 ©� \ p \' NET SITE AREA FOR TREE CONSERVATION CALCULATION: 49.919 AC.
> eQ o /�°� .s cs+ \ � \ � \ 10 \ 1 0 o D � ' ' 100 RIPARIAN BUFFER (TYP.)
57 0b. ' \ ` o a \ �1� Qo 14 \Oc0 11 141 \� 01\ o \ 120bF5 \, \ \ TREE CONSERVATION AREA REQUIRED: 4.992 AC. (10%)
6 210 S e e >6, 360 S \ o_ \ 6, 372 SF \ 6,372 SF 11 > � - TREE CONSERVATION AREA PROVIDED: 5.038 AC. (10.09%)
\ > , pe p e e p ��, o �, \ 6 048 SF.. 6 �, \ 6, 4 F . \ 0, \ 6,480 SF \ \ °
> 0 6' O o �• �1 0 1 0 P \ S \ �. CA COMMON OPEN SPACE REQUIRED: 10.067 AC. 20.00 /o
\ S e �°`` o e 56 '°o, �. s ��' ^.`� �\ '6', \�''o,3 P \ 1��� �'\ o_ \ ���00 \\ + 2po \ o o \ ' D COMMON OPEN SPACE PROVIDED: 16.883 (33. 4%) )
6,360 S 60 \ �r \ \ d �1 cs . 1 00
O �'O j 9,026 SF \ c1Z 00 \ 1 0\ 6 1 40 \ �._ 6 PROPOSED RETAINING WALL
e p e a �`O o,
SF \°s�, `�O 55 °o. �'`�'� s\ \ o� \'� Ct']1 , 3 1 3► \ o_ \
\ \ o e e `'1 S p \ 6,048 S1 \�0 1 6,372 SF J, r�� \ 6,048 SF 1 6,209 SF TYPICAL LOT AND YARD DIMENSIONS:
e ,360 S 0 \ oo Pa \\ oo d\ Q
,fir .- MIN. LOT AREA 5,800 S.F.
a e o° �o,� 120 \ \ 34 1\ \ �,�� �1 oa� \ 1"��' O�� . 1 S �2 QO \ o \ '`� 0' 1 j PERENNIAL STREAM TO BE �IN. SINGLE FAMILY LOT WIDTH 53'
.ao, \ 0 s a\ \ •0 0 \ \ 1 1 �0 O > VERIFIED BY USACOE. ,
61 \ 00 2 \ o� 13\p \ .o (� w� \ MIN. DUPLEX SINGLE UNIT LOT WIDTH 50
to / 5, 3�0 SF e 6,480 SF \ o \ ��2' , \� SF \\ 133 1 ®. © c7 7 MIN. FRONT SETBACK 20'
ep �� \ �° o, 6, 048 SF1� _ \ 6, 372 SF 1 � \06, 372 �\\ 1 6 048 SF �\ � �•
o a D e o o �" D ! �r Cr \
e ,�a�, •oo� e ��. � tos o �20 �0 �\ ! \ c35 \�� \ •P �ti� a0 � \ �, o \ �1'� "> �1,� �o \'�,` `�\ T,�7 00 j o _' �' � S -G � MIN. REAR SETBACK 10'
5e3 s �' �, o\ oa \ 1 o. o \'gyp \� \ a, fo , � -6,292 SF \ MIN. SIDE YARD 5' (10' CORNER)
e 5,80 SF ego `�� \ 62 \ ` \ o� \ 111 \ ©. 138 \� �'.
° cos j 6, 480 SF �\ o_ \ k7�O48 \ ` - 372 SF \ \ 6, 2 SF \4 1 3 \� 1 g8'o6 RI E SA PROVIDED BUFFERS: 30' BUFFER ALONG BOUNDARY;
s\oSF\`� 1 �\ 1 1\ 6,440 5F cp •� 1 9U AREA
00 f ter+ pp� 00 00 \\ �, 20` ALONG LAWYERS RD. WITH PLANTED BERM
e Cp
PHASE 1 o\ o \ \\ \\ o Q \ ry \' \ ,�06 � 0;I a 1 5,999 SF 3�5" TRAIL SYSTEM TO BE THIS SITE DRAINS INTO PADDLE BRANCH WATERS (WATER
+tee �' 00 11 o_ 3 f \ POCKET - 102.0O INSTALLED PER TOWN OF
HANDICAP RAMP (TYP.) �, o_\ ��`L ©\\r \ \ \1 CLASSIFICATION "C"). THIS SITE IS LOCATED IN THE YADKIN- PEE DEE
r PARK CARE STALLINGS.
CAUSE MINIMATAKE L
\
�\ y \ 0 \ 0 I RIVER BASIN,
� `o \ 6 051 SF � 6,372 SF � \ 6 2 SF � I 1a7.o0 4
POCKET 'ry
\\ PARK - 76Z'� _53.00 481.13' �5' 1`- r p �\ � \\ oo�\ �1� \ \. AsE 5 0 0' 1 99 �� DISTURBANCE IN BUFFER.
53`00 PHASE LINE �+ \ Un y
a�, \ 6,288 SF �' R, 53.�0 53.00 53.00 s� \ D2�g \\ 1 09 \ o, 136 \ �° �, 1 6 9 8 SF IT- GRAPHIC SCALE
° \ Y. _ 53.00 \ 1 6, 72 SF 1 \`2 a
Q. ^� -- e 80 p 30 80 120 240
y (.f 1o5,�.s 6 372 SF 1 �� � g 1
'l 1 _ 6,327 SF 6 360 5 360 SF R.Y. �l �+ �\ �'� \' 6 281 SF \Soj \ 0 \ , 0 \ \ �o' J 12p , 15' LANDSCAPING AND
©' 6, 6,360 SF , �� fY V 3 \ a 0 1 33 ;P \ �� d �© 0 o \ .� b- \ \ y J 0 - DRAINAGE EASEMENT
S %� 6,360 5F + c�. `� 0 1�
\ 9�6 N 69 68 ,�+r�r ©,360 ©F fro SF �, �� D oz 108\ ` \ 35 \�' �' i� ,S r �� IN FEET )
D Y- N o V ( Q 7�16 © co �2 j Q APPROXIMATE WETLAND AREA 1 inch = 60 ft.
Q�C �,t �� 0 65 �1 rJ, �,� 1,� p�,372 SF tp\ 6,973 SF �,\ 7,439 SF I oE.
3G, 6/. ` 3 D c©v 13 4'\\` F 1 0iS�. \ S A q� //Qj 2 Jn TO BE VERIFIED BY USAC
1 67 �6' ` 2( S .D D D `�� W o \ $ o \ a �, 1 62 o �
�£ 4 ` B. _ _ _ _ `� *' a 39 \ , �2�' e �, �� , �' ' o o, THIS PLAN IS A FINAL DESIGN NOT
\ •2018.97 53.00' - - - 20 _S. B, �I N . 1 \ \ ry �\ �, ,� O� 0 1 U1 z o
53.O0, 53.00 53.00' �53.0o L _ _ 8,008 SF 4 �04 I S \ 10 r
, ' _ _ I 11,126 SF 7, 897 sF ' o��� ' S / f--Ta RELEASED FOR CONSTRUCTION
\ \ _rr 0­9- , 0 B %` 72 7,439 SFc�'fi�Y' UNLESS INITIALLED DATED AS AP RAVED:
rH� \ \ aRA
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E, AN1 \ &� 3s' o \ �--- \ `�' ° L #©g 8_346 INITIALS DATE
0
ITS �' \) �- - 3.65�0.44 54.00' o _-
_ 54.00'
_ _ 4.
2( S.B, - ` ` _ 4. � 54.00' 54.00' = o ANDICAP RAMP (TYP.) ~
_ 54.00' 00'
/ - '
54.00'
52 a y 2 Q� S, B. 54. - , _54.Oo 54.00' S4 ��' /
Cr 5 5 4� "� a - - _ y.00 54.a0' 50.78' 3.22' 50.98' 50 WE�
8,04D 5F s , ' = C° 48 (6 4 7 ��, 46 ,� 20 S.B. _ " - - - - - - Q, S•F3
/ 6, 315 SF S `° 45 �, 44 `n 43 an o L
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6 2� \ j \,,111111 111111///
J b �� 4 00 4 0 15' LANDSCAPING AND
b o o b o a® b -� DRAINAGE EASEMENT
�ba'ob© �C I Nib 1 b b �, L
otl a 6� � b �+ o � � � � I � b `J � b � tu �]D�� 17637 -
c, ( ? oaob o b r- j _ yo N bib o � ND Q -
o � I tF'� � o � � N b� b� � o h'Og OR PROPOSED RE AIMING WALL �' +
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c��, a ! "� �a 2p L `O� 5_3 Th'j�s7 / �4 �, R �Dh, C ZlA W s7A RtL1 R� , Np yy� o !1I I 1 6.
c 1 cn-� I `� _ I -I -�ti �t I NI Lam. AR�l .-$v,�..c� job
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NO.
DATE
REVISION
BY
SHEET TITLE
SITE PLAN #3
PROJECT NO.
SCALE
1 "=60'
DATE
01 /02/19
PROJECT
COURTYARDS ON LAWYERS ROAD
TOWN OF STALLINGS, UNION CO., N. C.
FOR: EPCON COMMUNITIES
DRAWN BY
YWH
CHECKED VGK BY
Y.�t]�Rouc III- II}G]L][lILms & HoYJm, INc.
Planning 6 Surveying a Engineering
730 Windsor Oak Court cP.OBox 1198
NC Corporate Charlotte, North Carolina, 28278 Pineville, North Carolina, 28134
Registration C--0475 704.556.1990 704.558.0505(fax)
DRAWING NO.
��
SHT OF HTS

1
1 �
,
• 1
r f
- 7-/-
22 - -
1 NOW OR FORMERLY�
1 - , KENNETH T. BENEDETTO f !
DEED:993--760 I 16 1
' ',' \ PARCEL
ZON ZONING- R --055
20
' 1 11 r
I 1 I `
- rr
15
01
1 1 e r'r I NOW ORFORMERLY
LESLIE E. COGGINS &
ROBIN Fox COGGINS / 1
1 1 ,' 81 PARCEL #08EED: W1 -321-047
1 NOW OR FORMERLY � y
LEMMIE RUSHING & ZONING: R-20
1 - ~ - - _ - - - _ •' LOIS RUSHING 82
DEED:N/A ! � f 13
' l PARCEL #Q8-321-006 8e] �
NOW OR FORMERLY i� - ZONING: R-20
NOW OR FORMERLY
LEMMIE RUSHING &
• IB4 �r2 JAMES E/
LOTS RUSHING DEED:3887-27
rr --
CENTERLINE STREET CURVE TABLE
CURVE
RADIUS
LENGTH
CHORD
BEARING
DELTA
PC
PT
C1
310.00
25.93
25.92
N32'33'00"E
004'47'30"
4+88.32
5+14.25
C2
310.00
25.93
25.92
N32'33'00"E
004'47'30"
6+98.40
7+24.33
C3
230.00
78.06
77.68
N44'40'07"E
019'26'43"
8+27.72
9+05.78
C4
300.00
101.29
100.81
N44'43'07"E
019'20'41"
11+62.15
12+63.44
C5
250.00
136.82
135.12
S67'41'59"E
031'21'21"
0+64.51
2+01.32
C6
230.00
89.75
89.18
S63"12'02"E
022'21'28"
3+43.34
4+33.09
C7
230.00
77.98
77.61
S64'40'00"E
019'25'33"
8+42.83
9+20.81
C8
230.00
190.04
184.68
S78'37'28"E
047'20'29"
11+81.38
13+71.42
C9
230.00
465.71
390.13
N19'41'53"E
116*00'49"
21 +44.64
26+10.35
C10
230.00
66.82
66.58
N46'37'53"W
016*38'42"
32+75.62
33+42.44
C11
230.00
66.82
66.58
S46'37'53"E
016"38'42"
0+96.10
1 +62.92
C12
230.00
104.43
103.53
S25'18'07"E
026'00'49"
4+94.84
5+99.27
C13
230.00
66.82
66.58
S46'37'53"E
016*38'42"
1 +38.52
2+05.34
C14
230.00
89.66
89.09
S27'08'28"E
022'20'08"
7+48.47 1
8+38.13
DEED:3386-255 , - _ PARCEL #08-321-046 /
MECK 11197-062--13 UNION #08-321-006 ,
ZONING, R-2Q ,' 80 +� � ZONING: R-2Q / � 11 '� � / PROPOSED CENTERLINE STREET LENGT
11 NOW OR FORMERLY ` STREET 1- 2,536.50 L.F.
C�� DEED:4337-57 / STREET 2- 3,525.59 L.F.
/ CLAIRE M. COMBER i
79 R= O / 12 PARCEL #08-321-0414 1 �, STREET 3- 636.14 L.F.
ZONING: R-20 8fi / FIELD LARK STREET 4-- 864.85 L.F.
' TRAILS ADDITION
�•!Q / PC B-185A 78`� +� NOW OR FORMERLY
,
1 1 ,� ~ o+� S 87 / BILLY M. MCCASKILL & L_
! 1 r / SUE A. MCCASKILL
123
, ^!+�► DEED: N/A
r 88 PARCEL
#08 321 045 \
1 I NOW OR FORMERLY .� `
LEMMIE RUSHING & r,
! f -20
LOIS K. RUSHING 122
1 78 \
DEED:6139-20( 189
ECK) fr
MECK # 197-062-06 ION #08-321-QObB � rr
! I ZONING: R-20 � rr
� a _
r 75 121 124 NOW OR FORMERLY
f I Q ,r ti 90 REBA V. MOSERf `
! ♦ `�' DEED: N/A I
30"x30 ST P SIGN 125 \ PARCEL #08-321-01OC '-
1 rc� 74 ,n ,n o ND 12" STOP BAR TO 91 1 \ !
BE INSTALLED AT i
- - ~ fr C`\,1 Qo i0.y • INTERSECTIONS (TYP.) 126
`vt,`J 73 .5' `J 14B cos \ e l f
.�p. s 127 ' 92 �\ \` I l
) 72 ' r,D, s a \ \ \ ! NOW
O V. FORMERLY
M ERLY
145 93 \ e \ ! DEEn:N/A 1
' - ~ 28 119 128 \ \ \ ! PARCEL #08 321 010E !
NOW DR FORMERLY ' , � ~- � ~ 144 �4 \ \ \ ! !
a j _ PHILLIP D. ROBERTS 1 r` / - - ~ - - - ~ 27 11$ 129 -
e !
_k 1 - PARCEL D #197- 068812 rt'' \ 1
Q ZONING: R �, / 117 143 130 95
r / NOW OR FORMERLY 26 29 !
A; - f / PHILLIP D. ROBERTS 142 96 \ \
o - ! / MARIE S. ROBERTS ^a 116
x ' r / DEED.4948-235 '1�"5 r 14 30 131
L PARCEL #08-321-005K 1 '' 141 \ \
- ZONING: R-20 .5' C 115 132 97 \
' NOW
LIP D � R B�RTs - - - 24 � � '0+� ��� 31 114 � . 140 6 \ \ \
DEED:6373--019 PC G-730 {� ° sr �j� 32 ' 133 98 \
' C.s PARCEL #0e-321-005C 23 59 '�' 139
rr COS ZONING: R-20 33 113�� 134 \
,�
�o 22 58 99 \
,rr 112 13$ NOW OR FORMERLY
r 34 KENT T. GUNN & ! /
10 21 57 60 137 KYRA A• GUNN
' 111 1QO DEEDA638-346 \ /
11 PARCEL #08-321-003 /
' 12 13 56 61 35 136 v / >
110 f
14 15 19 55 36 135 101 / f
18 109
cos 54 cos 37
\\ L8 17
\ \ / 7 Q C> ��� dy 34"x3 STOP SIGN fi3 39 107
f
/ �% 5 4 k7 ,% AND 12" STOP BAR TO aJ 3fl� ry R�275 /
'� S �ti BE INSTALLED AT x /
INTERSECTIONS (TYP.) _p
Q
85 fi4 �
�n �s �� V6 �. 9 fl f
i \ 2y� fs fi 7 102 /
�Co,+ or r%1 70 fig 88 WA
1 \ of 104 103 \ A GRAPHIC SCALE
NOW OR FORMERLY \ 1
I \ FRYE PARTNERS LLC ,moo 4M 1 D5 1 , 100 4 50 100 200 400
4 i DEED:6616-893 y 10 1 Dfi PAR
rr \ \ PARCEL #08-321-005p , o p L 41 4D NOW OR FORMERLY / 1
ZONING: -G o
, NR20 , 43 DEED457-849
I:3
(,' � 42 I \ \ sHELEY DUKE IN FEET
r \ 44 PARCEL 08-321-209 / r
r \ ZONING: R--15
,'' \ l \ \ t 46 45 NOW OR FORMERLY I `\ 37 / I , 1 111C�Y =�D ft.
JERRY W. STALLINGS & STEVENS MILL
\ 49 48 4 ` CELIA S. STALLINGS NOW OR FDRMERLY PHASE 2
50 ! ZONING: -321R-15 % I PARCEL #013 321-2 0 \ PC E-136
DEED:869-387 D;EED:6153-269 SECTION 4 ` I 1 THIS PLAN IS A FINAL DESIGN -NOT
51 PARCEL #08a321-149
ZONING: R-15 / �7
\ 0 NOW OR FORMERLY / I 36 I RELEASED
%Ei L A S /11 D FOR CONSTRUCTION
51G NOIV OR FORMERLY 1 PAMELA H. MESSER ` 49 � I 88 / � I 1 +�+L /L.! l+J+i+J+ IJ•LJ+ �ll+ V�[ Y
\ ROBERT E. CDCHRAN & DEED:1370-70 STEVENS MILL
\ ro m o JDANPHASE
\ _tebaI Ro II " mm, I anz�a� eII A TRUST / PARCEL
1501 ,j
-1J I II
GGSDEED 6655 4 ZONING: R315 SECTION
317153 PC D-997/ 50
` 1
1UNLESS INITIALLED/CDA
TLD AS
APPROVED:
OR FORMERLY
53
RIC LEE BRIGGS & t,STEVENS MILLDONNA BRIGGS SEToi 48 APPROVED:
fj SECTION INI ALS DATE
�PC D-9s7
PARCEL #08-321-005F � zo 35
3
ZONING: R-20
52
I
I 54
°N`z U725 .+ fit-' Ui
� cn :-. � 1� � I 0'1'! \ vad I mo Igo I� I a I 55STEVENS VASE MILL
o I o r b I TM� a I �� ! / 51 / \ SECTION 4
�csxza nsm. c? mo o zv 58 56 ///�\�
\ NOW OR FORMERLY army tr y w? m�� r
\ WILLIAM D. SNOW & cy 1 � I STEVENS MILL J� r \ PC E 136
\ CRYSTAL ANN SNOW I otDp� I 4? m�� µ �� °p x PHASE 2 57 J /� / \ 47
��/ \ DEED
Icy°o �caay�� I �tv 1 50 1 SECTION 1 %�1 \
\ o.PARCEL 08-321-064 �wamm Iy� 1 x STEVENS
MILL 1 pC�987
\ + NOW OR FORMERLY ZONING: R-15 u ° 1HASE 1
r
i \ \ KENNEDY KERI D'APRILE �" 63 1 � r rn I PC D-667� J i
DEED 5965-233 �� I I 60 r TAKEN FROM: NO. DATE REVISION BY
% NOW OR FORMERLY ~ \ PARCEL #08-321-063 � -<" I 61 _ - - rLL ROAD - y I I MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) SHEET TITLE PROJECT NO.
\ ZONING: R-15 \\�
MORRIS LEE RUSHING v \ 64 �\ I 62
DEED:N/A \ STEVENS MILL �� 7�~ y f I I g8 TABLE 28-1 SCALE
PARCEL #D8-321-005D PHASE I 1 =100
ZONING: R-20 NOW OR FORMERLY\C D-667 I I 86 I 87 I ��) STOP REGULATORY SIGN SIZES ROADWAY DATA PLAN #2 DATE
CRAIG A. BRISTOL & "I, SIGN MUTCD CODE SECTION CONVENTIONAL 01/02/19
KAREN L. BRISTOL 84 85 I ' I „ ,j +��� 1 i + t 1!/��
DEED:4058-349 \ I STOP R1 --�1 2B.04 30 x30 DRAWN BY
PARCEL #o8-321-062 1 { _ { �%\ CA1 ��i PROJECT
ZONING: R-15 \ \ ' I 1 I STEVENS MILL I ���� .......
S$1•�</+' z"! Tpr� Dn �r r CHECKED BY
- -- C� 65 81 PHASE 2 I N 1r `r [S�P 7ED COV �l, ! YARDS O r •N WYERS ROAD VGK
PCCD-997�FR fq L ..'• TOWN OF STALLINGS, UNION CO., N.C.
z FORMERL� - - _ i • �M - f I (2) SPEED R2-1 26.13 " " "
MES SPECKMA eN, / - L - (24 x30) 176 FOR: EPC©N COMMUNITIES
1D:N/A �/ ,�� ` / �\ 8Q 83 ( LIMIT : : -g�r� INC.DRAWING NO.
/ / i j 1 �2LL..__.. ���j11 i ,((��� ..' �� Y1 PaItOU H �lILLULMS & HOUR 1LL�I
K8 R 20 OQSH / / NOW OR FORMERLY \ ! ! / •• �!y(r, 9
LETEHAwAR1AT TEKL3-46 MARIAM f NOTE: ALL SIGNS TO UTILIZE HIGH INTENSITY PRISMATIC SHEETING , �I �E� y� �, � DEED:c5I3-4ss ! l `\ 1 8� 1 O STEVENS MILL * �� f �♦ Planning O Surveying o Egn ineering
G.
PARCEL #D8-321-061 I PC D-667 1 ! OR EQUIVALENT. NO ENGINEERING GRADE SHEETING ALLOWED. ��1// 1JfIi11 ���� 730 1Pmdsor flak court P.O. 13os 1198
w f NOW OR FORMERLY / // ZONING: R-15 ! I� �r� NC Corporate Charlotte, North Caroline, 28273 Pineville, North Carolina, 28134 �O
~ MORRIS LEE RUSHING, JR. / - 66 - !!! 1 +r] Registration C-0476 704.558.1990 704.568.0505(tex) sHT OF SHTS

j TC; 6$4,02 ,:•® - ��.zp� ._.--------- v/. / \ � iivv Irv.vr-r:4cs
f f /� 15" R INV OUT: 73.78 ' • ®/ / \ �4�� INV OUT: 669.68 ,\ /[�I / f; \ {NV OUT:676.37 CB 52 3,33 AC j
1 4 t INV IN: 679.74 (GB 124) O©, VQ d�e ®2., CP Q \ CB 120 0.34 AC Q \ 9 6 fib , + / r� u /
- - - I INV IN, 679.56 (DI 126) tij; cE • p 4y, cL ° / �G .� MH 7 22.82 AC \ \ spry . 9 �, / ,
�+ Q \ TC: 678.95 Try LP
'�. �o o C�. ' TC: 676.70 \ j /� +r7 ( xx_-
F�I?CtL C
J I INV OUT:679.36 °' -,. 6 o• � ` � o,r,�b `� / • / RIM- 677.20 � - -�\,�- ,,� /n4� � '� / � � I \\ ��\,-J INV IN:674.20 (CB 51)
INV OUT.672.76 \ C' \ j �J6 \ \"\ INV IN:674.88 CB 55
INV f�1:671.86 \ � '� S l � � \ 'S s E9. ( )
�! 2.d INV OUT:671.86 \ ® / I !, h•. P. / INV OUT:674.00 $
1.., DI 126 0.44 AC cap 4N 0 c6a ,`, Q O �•" HW 90 0. 4 AC j;
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TC: x � - --- -- .26 AG `` � 1 I \__ GB 73 3.09 AC \ Q,
,E v)�9g �i„ TC. 678.65 /a, q - � I f RI RAP FOR INLET PROTECTION ®- I �� •��� j�\ 'P�, \ LIP: 678.50
INV IN:675.06 (CB 125) tv .0, g3' ��•. _ - INV IN:6fi8.82 /^ �' �i° RIM: 679A0 ? 0 { TC: 679.13 - INV IN:675.06 Z�
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INV OUT: 672.75 C OUT: fi73.84 :O \.n \I
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CB 15 3.37 AC 'M 1-- v�" �h� \ TC: 675.75 '� _.✓ TC: 676.65 \ 1 680.51 \ � O TC: 679.52 �.
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_ TC. 577.72 fQ d' INV OUT:671.81 INV IN:668.50 -' ( ) + 6,� 4• INV IN.675.44_ �o
l / CB 80 13.11 AC i -- INV IN:676.51 (HW 90) �O , ` o INV IN:673°60 (CB 73 o
!NV IN:672.97 (CB 114) CB 116 3,99 AC 88 ���- - � � �// / INV OUT:66$_30 R• ) -_ _:INV OUT:675.24
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t ( INV IN:673.64 (CB 121) 2 _ Ay � MH 22 10.26 AC . INV OUT.-672.79 p°lo
f it - INV OUT; 6 2.69 INV IN:671.95 (CB 115) MH 8 22.82 AC �" 6' D�� INV IN: 665.92 (CB 79) / CB 72
INV IN:672.62 CB 120 RIM: 676.Ofl Rc� tii �'sr - p RIM: 677.05 1 TC: 679.131 01 '=
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r r _r z -� r� y - 1 �p °p J �� LIP: 677.20
INV IN: 669.96 (MH 9) . CB 108 5,46 AC 1 �J -
` INV IN: 665.62 (CB 80A) \ DCB 92 .48 AC I -
{
/ c5`..
l � / J INV IN: - / r - CB BOA 13.56 AC -
s x 3 (HW ,2) / TC: 676.31 INV IN:666.63 C$ 148 \ $ TC: 678.98
,
/ / � INV OUT.669 3 r y INV IN.666.77 ( ) \ \
t ,- (STUB)
TC: 676.59 INV OUT: 675.04
I ---� 1 ; -- n}. �Fy, G INV QUT:666.77 INV IN; 667.79 STUB 1 \�• _ � ,
_�- f r ( J`<'/ ' `Z ., FiQ° �� INV OUT:665.62 INV IN:665.80 - Yf_ s J 1 .- r' J L r
INV OUT: 665.80
i
O
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t + -- i NOW `,OR FO2 ME`RL� -
MH 25 10.26 AC
=�;..®' RIM: 678.05 - - - % ) ( I ;
f <7 r I CB 94 0.11 AC / �cA �n l f RIM: 675.00 �-- _ �� f' ! NOW F FO 141E LY PAMEI A I ER
w i
INV IN: 671 38
Q, _ Q
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1 +� RT IE. CbCH N &" DEE17: L30
f � � ,ROBE ,
I INV OUT a
' \ / INV OUT: '� / - RIM: 678.3fl - +� INV OUT:670.92 r
- t - _ JOA11I A. C Hi�AN , TR US PARCEL -1- 5 a
INV IN: 664.92 / f 'oil r \ R" l i� i' - _
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11 r✓ / / / INV IN: fi67.09 STUB A �! ` -
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I} ����y/ �, / + 1 FES 25B �J ���`L. Gehl RIM: 675.00 �j1 dtal C �� `� ZONING: 'I/-
f%j, NOW 0 FORMERLY ; ,�..o; �tl I�w 11 - INV: 67a.20 / off, V�� "�' �'�, ., ',p.-
' l` r'' Z, INV: 669.00 ; y0 c�0 , INV IN: 670.51 -U. y `� ,Cs t� �CF] -• Z -
- - - - i ,9 ` 1� V: 6.3 j0 .f tsv3 C o II �\
RICHARD FRIGC S &.. ,r r �' 7 ` V: 7.8 �; INV OUT:670. 2 � -, "n v } a'd � � a� o ,i STE ENS MILL
I3�VNA B1IG i -� \ i' w:,1 s.5' x L:16.flr f - 1 ' rr� cs -� z ASE .2 '
/, to
1 / W:23.0' X L:20.0' 6.0 DIA. RIP RAP � ; / f // , � - - ' '� d ' I � I 'z, � SECTION 1
-
i DED: i CB 83 19.69 AC 9.a ��DIA. RIP RAP ' /' / ` r - J i�5t�5 l c Cs a 1 .� PC D-97 J�
✓r I` } �! /f _j f� 1 \ / 1 _ TC: 676.80 REE S 13.5 IN. DI=PTH 10 OR MIN. DEPTH' r _ - n 1z to z C3 7 i 1 - �p C
CB 96 0,80 AC AVE / - C�5 Z
f
PARCEL 8'-31- abSP' f " f' - - rr - - ` - , d o \ t� z_ I_o ©
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f i/ 7 " TC. 674.38 �L4G4 /; INV !N. 663.74 (MH 82) �/ /7 9 �y I t"� 1�, e p *`, \
1 �- �\ INV 1N. 670.44 43 Q) INV IN:672.67 (CB 94) AREp1 i � � 4' r ✓ -1/ , t] Q r.i l
I 1 -ZfNING• -� ~ rY �' / INV OUT: 6G3.74 3.5 1 AC. t� l \."� tq"� `{ c 1 '�,-
INV OUT: O p; c %~ I �3 Z pG Its5 I ��
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f V *- r �� �'• a" / .CS] �� `5 U �/ 1
OR �;FORMERL Y ) t � ' 1 :
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j i y c� 1 . TC: 674.38 ',� 1' �' �7` I I PC D-997
u�EED;N A - 1'y -! : ±� �' o STEVENS MILL
o rr INV IN:662.98 (CB 83) \�7�PAR EL.�8 _3 64 r I \
/ \ ONE INCt '15 `� ,' �c=� I c PHASE 1 f STEVENS MILL
0 INV IN:670.10 (CB 9fi) OR F RME LYE I I �-� \
- •, DW Fy a PC D 667� PHASE 2
INV OUT; 662.98 - I
I I SECTION 1 � ---
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F f r _ _l / D ED:5965-2 B �� I 60 PC D-997 \
1 1 ` / _ I
c' J U_ �vll 1 v / FARc L #0-31D63 �; J 0 A f I I /
1 r r, �� DI 97
t I f � NO Vv `,0R, POI 4 ERL 1.91 AC ;� !� °`�% "� ZONING: RR 15 I � ��� /
f LIP: 672.60 \ o -. f . ��
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z � - „/MOhRIS LEE-, ,p USHING ! __. 64 \ I - I 8 � I
SLAB TYPE , 0/1 CB 99 2.39 AC _-y 1 LEGEND
i7EED.A ! 6 r� 1 1 TC: 672423 \ STTEVENS MILL I I I
1 ^
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;PARCEL D8 �1 b05D r,� �' 1 _ �- _
�`i1 1w_ INV OUT:666.94 -/ PC D-667 ,!` \ �r 8 I CB - CATCH BASIN
{ a Z 6N jVG . R - 2 0, 2 44 0 a = _ _ J r / SB SPUTTER BOX
`0• J� - �, ' / I I DCB DOUBLE CATCH BASIN
_ �- FORMERLY �-', +� � `_,� .J / � � - S � 1 } `r rt Qs CpS 11 MH 85 22.99 A - \
CB 98 2.25 AC `, r 8 9• ro BRISTOL & % \ I I DI - DROP INLET
TC: 672.23 f g ®�_ �Cp /1 � r RIM: 670.35 -..BRfSTOL ~ �r / f 85 I DDI - DOUBLE DROP INLET
��- = �_ .- INV IN: sfi8.23 �•&r - INV IN:661.98 (CB 84) 058 `-349 \ �4 - MH - MANHOLE
�"�� INV OUT:667.28 �•. INV IN:665.93 (CB 99) 8_�21-062 J ! I I I -
STEVENS MILL FES FLARED END SECTION
INV QUT:661.83 ( a / INV - INV
I ^`D CCV Lf]
V' CO
` }' \\r� / I I PHASE I r TC- TOP OF CURB
CS 136 Q.3 AC " � �-' a'-1 `, �. SDE- STORM DRAINAGE EASEMENT
/� HW 86 „- f SECTION 1
TC: s7a.63 ^r / E INV: 661.72° `��; I I PC D 997 !!!
x.xx Ac. DRAINAGE BASIN TO EACH STRUCTURE
it INV OUT:666. 9 v: 9.5 \� j {, ; ,�Jr I S.W.E.L. - STORM WATER ELEVATION LINE
W: 30.0' X L: 26.0'
�iN 12.0" DIA. RIP RAP `Ffy%�__ a�
1$.0" MIN, DEPTH i �; \ �_ CALL
„^i✓'" I �, �� ` O NC ONE CALL SYSTEM
f.� > `I 1� I '� BEFORE YOU DIG
�7 7). CONTRACTOR IS FULLY RESPONSIBLE FOR CONTACTING
�/ _ _
,,. I 1 APPROPRIATE PARTIES AND ASSURING THAT EXISTING
r � t• � Q i � L' 1j UTILITIES ARE LOCATED PRIOR TO BECiNNING CONSTRUCTION.
ti "�' r� �' //
! HW 132- 5. 8 AG /'. i' �TEIiiATIA,RIATFDRKLE Aly n ( ! 2). LONG FLAG I5 TC..RESS NECIBLE FOR PLACING BARRICADES
� � � - -�� ` �- h. II SNC FLAGON, ETC., AS kECESSARY TO ik5URE SAFETY
U ,� o / % Ti.. T ti 17 TAM 8 STEVENS MILL To THE Pusu�INV: 666.5a !I' - .f' 3). ALL PAVEMENT CUTS. CONCRETE OR ASPHALT, ARE TO
/ RIP RAP FOR INLET PROTEO ION 29.97?{/ ® f / DEED:e53-F�9 111 �f }� J PHASE 1
l
r/ i , ' / _ / �v �} �j r7q �ry y+ f J + y+�+ry 1 BE REPLACED ACCORDING TO STANDARDS OF THE NORTH
j - v �' ,, -7 PARCEL aU`',r cJ f.+l -V-V-� �V.�N� !� "f/ I d' f PC D-66 ! 1 CAROIJNA DEPARTiIENT OF 1TiAN5PORTATION AND
i J/ f
r �/ 24" IlCP ---' '-- / j rCMUD SPECIFICATIONS.
YLJ i %NUW 0R FORMTLY sah 414 / / f/ €" ZOZVI IG: RI-15 1 1' J
( CB 134 6.76 AC/ _ l
' MRR/IS EE Fa USf�I�V G,�R. 2�3 , p. ,IS - _ _
T-BOO-832-494g 4)• SHORING WILL BE ACCORDING TD OSHA TRENCHING
f%Q / TC: 669.20 \ .� ! STANDARDS PART TB28 SUBPART P. OR AS AMENDED.
� ' � " � � f7 AVOID U71LIlY DAMAGE
INV IN:664.89 1
D E.0 / ®O Cp ✓ I V OUT; 664.8fl -�- =,R •� �_-_- 1 I
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�,KB!' TC: 669.20 / �� r�
INV IN: 665.26 (HW 132) �a �9 r �i i \ ) 1 ~� ao 0 30 sD 12G 240
Z NG: R- INV IN: 666.01 CB 136 - �'ss� HW 135 I ,SOW r©R FORMERLY { �9 j II J
( ) / = /'W.TH0MAS, JR. ' I
INV OUT:665.26 p �'� � r � S CLINTONCTLINTON W � STEVENS MILLOil
r j / �/ �, v v:6.764.5a ; DEkD:5f5`72-792
� PARCE� #08321--060
, � PHASE 1 IN FEET
w:t6_o X L:14.0' R-15 .� PC` D-667--
ZOI�YING
RIP RAP .- r ,r jr � -�
Al% 1 inch = 60 ft.
1 I r 10.0" MIN. DEPTH - - --
l _
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_ LI��'
W DR FORMER
LY
R
f J
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7 f f
ERIC A. ASARE 1 %8 f
r} DEED:5461-86 -� j
IPARCEL #08-32•1-059
r ZONING: R - 1 5
if
STEVENS MILL -- --
v J
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AU 161fARD H. `'FORSYTH & I
LALTRA S. �FORSYTH
D,EED:863-610
R,AREIf�-3.21-058 69 1 + 1
�
NG Bc r \ f S - IyI "'
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LING
0o8 NOW 04�'FORMERLY j 76
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f
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D,,EDAP35271 70
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ZONING R-15 -TR& , � ;. '' �t. I,\•\, SEWER,
NOW M �\ I c•AR'O
4
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ZO�NING:R- PICHARD1. GRUBB &
R' SANDRA GUBB
DEED:65,84-780 c) PARCEL __056
IO2 PP 1\ _ •�,
:��',• �"��
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s 11! 111
NO.
DATE
REVISION
BY
SHEET TITLE
DRAINAGE PLAN #1
PROJECT NO.
SCALE
1 "-60'
DATE
01 /02/19
P
PROJECT
COURTYARDS ON LAWYERS ROAD
TOWN OF STAL.LINGS, UNION CO., N. C.
FOR: EPCON COMMUNITIES
DRAWN BY
VGK
CHECKED uGKBY
�9.
YARBRO <JGHMIILLII&MS & HouLE, INc.
Planning o Surveying o Engineering
7 Windsor Oak Court PA B)ox 1198
NC Corporate Charlotte, North Carolina, 20273 Pineville, North Carolina, 28134
Registration C-0475 704.566.1990 704.558.0505(fax)
DRAWING NO.
SHT !ry
of 4O5HTS

LEGEND ♦J. / r ( }
CB - CATCH BASIN __11 / I 10, �
SB - SPLITTER BOX -� i ' C6 31 " 1, 28 AC g ®o %
^a1.TC: 688.81 p, GQ. ° �% . � ► 1
DCB -DOUBLE CATCH BASIN ♦ � I'il ` j -- /J, ° INV IN: 684.61 51.6s' � , bpi V ` '.°` � �,
H A
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p• i
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DI DROP INLET
\ V
DDI -DOUBLE DROP INLET - /< INV OUT:684.41 ?4 RCP \ \I
MH -MANHOLE ♦♦ �� �' 1 -� _ / �� 0.60�',I���o� \ \ \\ `� ��
�j °
FES -FLARED END SECTION ♦#* / / / DI 15 0.29 AG �"� 8 / ,g L.,y1y � 68 DCB 63 0.34 AC \ �v
11 r LIP: 689.20 , � 8 \ O '
TC: 6s6.9a ,
INV -INVERT ♦ - ? / I �/ �
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♦ ,�
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SDE- STORM DRAINAGE EASEMENT ♦ 3 AG
DRAINAGE ♦ ♦ , r f `
x.xx Ac. % ' ,` i" I ! a TC: 688.81 \�
BASTN TO EACH STRUCTURE ORMERLY ♦ / ,` A,' / ; / / / `L c` �° INV IN: 684.26 CB 31 `
S. W.E.L. -STORM WATER ELEVATION LINE NOW OR F -- - -- _ / / /' ° �,0 � o ( )
♦ 1% INV IN:662.45 CB 66
_ f LEMMIE RUSHING & ♦ � , �� �. � / �Iiz , /; INV OUT` 681.50 ) � \
�' � LOTS K. RUSHING ♦ - `/ / / ' / � / ,
NO ONE c,ui srs�M Q (] FOR CONTACTING f I lY / / �j/ j/�7 / / I A
eEFlIN2E YOU DIG I)` CONTRACTOR
ATTE IS
AND ASSURING THAT EXISTING DEED . V .L zl D �1 �1 E l� � I' / / � % / - (��� / I V / '� / ,� i \ r
UTIU11ES ARE LOCATED PRIOR TO BEGINNING CONSTRUCTION. _ (] Y j /� r� f�
2). CON'TRAC'TOR IS RESPCi451BLE FOR PLACING BARRICADES ;"I ? �} c - • ,(� - ,�j C # ea I �' D CJ ,G - L+ 6 UM ON # O b .� - D _ _, / GB 34 3.3�} A{i
s Q�
USING FLAGON. ETC., AS NECESSARY TO INSURE SAFETY '(� - rJ f� l / %/ r/ �.Y �� ../ -.. / / - / `CJ TG: 6S6,9Q ''i a rC p. ;( \ '
TO THE PUBLIC. , '�._ �`I------ r'�T /`� 1 L F.� V J \ CB 61 0.48 AC
d). ALL PAVEMENT CUTS, CONCRETE OR ASPHALT, ARE TO J. r-. ZONING: ,
} { ,` _ ram` --- - - -- - , ca'� / / / I INV IN 6$0 35 (CB 33) \ s
DI 16 1,94 AC �' / /' ( ) d '+ �' \ TC: OUT: `� \
"� INV IN: 6B2.82 DCB 63 \ 'p C
.� ♦ ra / / Q 1� p �T INV OUT:6B1.21 i\
BE REPLACED DE ACCORDING TO STANDARDS OF THE NORTH I�s , `' _ \` `�' ' ! LIP: 686.75 '` CB 65 0,40 AC 2 / INV OUT: 680,15 a- I� `
CAROUNA DEPARTMENT OF TRANSPORTATION AND 11 - -..... _ - I�eu
_ 4, SHORING LLOBE ACCORDING TO OSHA TRENCHING r--�~ -��-_" ,�,4- �_,--,'ter~�--�---_. .. ' .- . _ 11 INV OUT:
/ / INV OU. , 688.29 O ... ,_ ,` �• 0'� I N". , I
CMUD INV }
I \
AVOID UTILITY DAMAGE ) -- --... - .. .... A 1'
T, 684.31 / / T. 684.35 $. / rr
STANDARDS PART 1926 SUBPART P. OR AS AMENDED. I ` ~�--� -C 0 �' / \ V
y /r _ • • _ -- / Sig I \ \ n - -
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/ __ --_..---_ ' , . ' ` / / / _ CB �66 0.77 AC \ �_-
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(oww � � ♦ / 1� 4 v rs �� v
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r--` `-L� �-�� _ \ ,01.
f � a ciQ \ C 100 0.32 AC \ 0. - b, °
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f �_ \ r. I / I f DI 17 V, tp 4 6 \ .
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- ' � /--.- T-- __ _ _ � / 4
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f r ,���� _�� ~`` \ f/' / / / / fi81,52 (CB 109) \\\ \ \ O'0
i ,,� � 1 a � \ ♦--� - r ,i / / INV OUT. 1,32 j v _ \ ��
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f 1 - \ I � / B
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NOS OR �CJMER�- - - / " ,K \ \I
- _ - _ �- ° O 7 TC: 685.60 O INV OU \ I ;G C'o
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\� LIP: 684 80
\ ti - cn \ /
PA1�CE 1 % D '. _ ,. y� - G INV IN: 68Q.70 . _;' INV IN: 681.36
ti � \. � n, � �_ I � 0 I
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ZO�VIG: R a 8 6
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;(�. ♦ �` -. 1'` i -� _ DI 18 8.$7 AC ry INV 1N:68Q,2B CB 110 (�j /;; /� .4,:
I a ( _� - __- `_ �� 1;' ( ) . 2tr7 ;'\ o CB 36 4.95 AC,
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O� _--�-a��.�RL� LIP: s$1.75 � ''�' Q co ; J ,.i� DI B7 a.15 AC ' " 4. '�
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il :
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- - _ DEE'.D: 4948---.235 ,
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NOW OR FOR�4IERL �'
NO.
I DATE
REVISION
BY
SHEET TITLE
DRAINAGE PLAN #2
PROJECT NO.
SCALE
1 „-_60F
DATE
01 /02/19
PROJECT
�} LAWYERS
COURTYARDS ON LA II 1 ER'S ROAD
TOWN OF STALLINGS, UNION CO., N.C.
FOR: EPCON COMMUNITIES
DRAWN BY
� VriK �Y
'�%p�ry� �q�
JLL�1RBROUGH-WIILLII S 8C Houi , ,f m.
lPl�anning C, Surveying a{Engineering
730 Vindsor Oak Court P.O. Box 1198
NC Corporate Charlotte, North Carolina, 28273 Pineville, North Carolina, 28134
RemisLmUan C-0474,5
5 7056.1990 704.558.0506(fax)
DRAWING N4.
4
SHT 8 OF HTS

LEGEND *4v* 7/ ­V
0.154 AC. V
CB - CATCH BASIN MH 27 0.64 AC �6
SB - SPLJTTER BOX 40 01 5
RIM: 687.00 FES 28
DCB - DOUBLE CATCH BASIN N INV IN: 684.56 INV: 684.10 9
DI - DROP INLET INV OUT: 684.. 8 6"5 9 V: 4.6 14
W: 11.3' X L:10.0'
DDI DOUBLE DROP INLET
6.0" DIA. RIP RAP NQW--UR---FOh
MH MANHOLE MERLY
10. 0" MIN. DEPTH E. C06GINS & SLIE
FES FLARED END SECTION \_ , ` ---
INV INVERT ROBIN FOX- COGG S
TN I
TC- TOP OF CURB -416-1, DET�D: W1 7E
SDE- STORM DRAINAGE EASEMENT ;81
(:Kx AG, DRAINAGE BASIN TO EACH STRUCTURE NOW OR FORMERLY
- STORM WATER ELEVATION LINE ZONING. -2
S.W.E.L. 10
LEmm1p; RUSHING
CALL LOIS RU�HING
CALL SYSTEM
NC ONE � DEED:)VIA i�
E YOU
APPROPRIATE PARTIES AND ASSURING THAT EXISING
UTUTIES ARE LOCATED PRIOR TO BEGINNING OONSTRUCIION. PARCEL #08T'--321 0061i % 13
BEFOR 1). CONTRACTOR IS FULLY RESPONSIBLE FOR CONTACTING
J
2). CONTRACTOR IS RESPONSIBLE FOR PLACING BARRir A
.AoEs -210 USING FLACON, ETC., AS NECESSARY TO INSURE SAFETY ZONING: R TC: 'ti CB '689.14 ''
TO THE PUBLIC iCB 33 2.82 AC NOW Off FORMERLY
1. 6 :685.2C TC: 688.05
3). ALL PAVEMENT CUTS, CONCRETE OR ASPHALT, ARE TO DI 26 0.64 AC Lj 106 JAMES.�FJNNF:N
E REPLACED ACCORDING TO STANDARDS OF THE NORTH LIP: 689.50 INV IN:681.19 (CB 32)
CAROLINA DEPARTMENT OF TRANSPORTATION AND R
CMUD SPECIFICA'nows. INV OUT: 686.06 DEED:3,887 20.7
SLAB TYPE INV IN: 683.97 (CB 64)
I qjOJT _ PARCEL 8 -1321 04 6
1-800-632-4249 4). SHORING WILL BE ACCORDING TO OSHA TRENCHING OUT: 680.99
STANDARDS PART 1928 SUBPART P, OR AS AMENDED. 41a
AVOID UTIUTY DAMAGE CB 30 0.89 A -1, CB 64 0.35 AC �11,70NING:\i� R-20
TC: 689.14 1 1 % I j I
TC: 688.05
GRAPHIC SCALE INV IN: 685.06 INV OUT: 684.111 NOW OR FORMERLY
INV OUT- 684 8 W5 CLAIRE M. COMBER
so
0 30 60 120 240
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7 PARCEL -044
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9 -FIELD,, LARK
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N0.
DATE
REVISION
BY
SHEET TITLE
DRAINAGE PLAN #3
PROJEcr NO,
5L;ALL
1 tp=600
DATE
01/02/19
PROJECT
COURTYARDS ON LAWYERS ROAD
TOWN OF STALLINGS, UNION CO., N.C.
FOR: EPCON COMMUNITIES
AWN BYVGK
CHECKED BY
VGK
YARBRouGH-WmLiAms & HouLa, INc.
Pla)xxing o Surveying o Engineering
*711110111
730 Irindsor Oak Court P.O,,1198
NC Corporate Charlotte, North Carolina, 28273 Pineville, North Carolina, 28134
Registration C-0475 704,556.1990 704.566.0505(fax)
DRAWING NO.
SHT 9 OF40SHTS

r' t / l '_} BI LY U. MCCASKILL & `- , ' <_
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♦ /�,, r, a _ - / r �, 2 B �/ r �i'�- ✓ W' _ ` -� x - - '" � l 5 / LEGEND
-,f r/,'� --~ RIG S �` � i ' ro .a - N �y n- �._� o �. ;�;m i 3i 1
✓ ;' ,' r, RICHARI?_ LEA' B CT / i - a -ts , , r c�mC' STE�ENsi � L `- � A
✓ : I -DUNNA BRIGGS \ f /� v n x t�sas HASE / _ i 48 -
R Il/ • r HW 11 - —= b N �, v \ CB CATCH BASIN
♦ CB 83 - o x o nzr'�' w 1 ck ACTION ]
♦ r' %�/'r�� _-� � - DEED:N A' % '' V -� - l o�' names ores z� . - o`` zvx;,r�z� s - / v / �;, 1 l� / : r REE S ntia �'o Pc D ss7 / T SB SPLITTER BOX
I \v RCEL 08-321-005F - - en z� eatr �xs a� l'-I_ �' s
m�,
♦ �' „/� / ) \ C8 96 n AREA r- , r, �' y ' z �'���- cue ap c r _ i- � Q , _i, � z � �., c� x V � 3 o DCB
•
f� �. �a _.os, DOUBLE CATCH BASIN
♦ �F �� i, ';,� , f-', G , �/DNING: R-20 ( g - -' - to h zc o. a ,, �11, +- �� 4 52
✓ _ l Y / 1 AC. 1 r, - cn 1 �1 C
�/ 1 / V \ � � " - - %c�, t i o tf - 4? �° F° t,3 � . , � -� �x � cn l FN \ 4- -
�/ - -`�J �►'' .36 A,. ° z--mzz i•� ro c� / OP INLET
/,, r--, � / �� -� o o x�rs� _ �� ao� x t rn ,�s 1 \ �1 DI -DR
_ ' " iWII �� �, -, , �, / / y _ 1 DDI DOUBLE DR(7I' INLET
/ , �C ' `:� AR C : y r'd eatyA z —1 � i -ts c - -, — �� `� -
♦ / - 3�'' D! 95 ! sA �„ ,,ice �r,;-r. a'-5 �. .,,4 r o r U 55r // / sTEVEN nt�Ll MH MANHOLE
♦ / ! I� / CB 84 AC. �%. ' / �N.,- :�z ��'�- 'afts c34 w W / / S> 1 PHASE 2 � -
,
'\ n , �' Wit% �,1� o�/ o 00.3 c� I- m �� FES FLARED END SECTION
f --, �-- :5 ; , . � � � / 5I / sECTroN 4
♦ { - ;. -'� +fir �� �m� o m� 56� \
♦ �/ j ^ ` \ / '' . � . r, ,r--r y r ]VCW OR�FORMERLY �"��% r , obi _. L 'o n -V STEVENS \ �" `�
I �--� 1 - � ;� WILLIAM tl AVOW d� ,�, F" m
� 57 / ,� Pc E-Ise 40 INV —INVERT
♦♦ / / �. / / r / .-o PHASE 2 47
✓ . D �'� \;, (CRYSTAL ANN"SNOW,, �o� �'' fix' r'`�1"-- t ,, 59 SECTION 1 � � — — © / \ TC— TOP CF CURB
..: �� ` En; /A a -, Pc R-ss7 — / SDE— STORM ✓✓ / �. I .:,n.,-� _ , - _ � / - r j, ��,ie�ARcL'ems-1�c164`-r;•�% r "'� y sTP asErLL r t V ! `� DRAINAGE EASEMENT
/1. t. _� - �iNOWIOR F{3RMERL3 'O1�IN( R 15 ,tr�5 c s o e 4 PC D-667 J� r STEVENS MILL —
/ / / r / �� �/ '' ' ��'� 7 �' 1 �. -.. 6: _ i a \ KENNE�SY KFRI D'A URILE \ \ �1 n l c k r _- PHASE 2 A
4 �i : i / , _ ;4 ! � 1
/ x.xx Ac. DRAINAGE BASIN TO EACH STRUCTURE
1, aC? 1 DED:5�65-233 °' f SECTION 1
/_-- r i r; l ! '? '� i I � r\ �_ ` � 60 — �' P _ Pc D-ss7 �, \ 1 S. W.E.L. — STORM WATER ELEVATION LINE
////��/.� ' i ! , :AiOW OR F �4IERLY PARCEL #0�-371 as3 \. - \ 61 7 j, R O 1 ' % 46 / \
/ ! 1 , I. � �1 f f 7 �r � '�/ �ONING R-16 I \� J MI
%I` JJ f� � , I r 'I" ' - � j� ' // r r .f t i i � f - - ( IORI�IS LSE SHING D 19 7 :' _ 1 � \ , , 64 \ \ 5,� � 62 _ L rF �i' N r 8 9 J ,%' \ ` STEVENS MILL � \
/\, %j !, Ld/ _� ,^..J ,, %i/i�; /�! ��/;'♦ r L _ ,.,�, �, Jj cf 7 � }' '+ V f' DEED:9 ��` - .i 7 Ir �`-" ,., r�'` EVENS MILL \ ,\?�1,: f r ` IJ y __ � l 88 / J \ SECT ON 1 SE 2/ — — NC ONE CALL SYSTEM
\ f ,/ " A ,..�li� ;,� ;,J j" } ° � PARL' L I)H-.�.�i 05D : l / 1 ( PHASE 1 \ � I � ',�0 \ PC 13-837 %` � � BEFORE YOU DIG 1). CONTRACTOR I5 FURY RND ASS ASSURING
FOR CONTACTING
�� r i �...- ��..: ' .� ,- , . irl� �f -/1�\ ! ' r yS - �' }'1/� ,I `` ''' i I ; , rr - �- .` �/ . '•l^ /'. II -- _ r.`"'r-,: —•'` , PC D-867 \' \ f t 87 / \ % 4`5 ! _ APPROPRIATE PARTIES AND ASSURING THAT EXIS'RNG
,/ I/f.:. :•: �' r 1 C l r ;: ZU`,NI(FG: R-`r3,�` i CB 98 �/ 6 _� J \' f I 1 / \ \ / UTILITIES ARE LOCATED PRIOR TO BEGINNING CONSTRUCTION.
`� / r y �ff �` ' 1 I l \ , ^- ' f G R S. 0L & -- - \Y r- / !' \. / 2. CONTRACTOR IS RESPONSIBLE FOR PLACING
• , ) ( ) 1 CB 99 N0 OR FORMERL
` ., I °/may -�' __ -,. �!' I. I ) ! 1 I ,("( "` V : � - - ,-_ _- - _. `� / 1 �, CRAI �_ E r T \ \ � \. l I / \ ) BARRICADES
e r ___ _ - _ ' ,� ' ��� , I I /Y 'y C:,. �ti_z _ _ _ 14 / -- KIiREN L.` ISTOL i' ` P 85j I / USING FLAGON. ETC., AS NECESSARY TO INSURE SAFETY
q �, - i ;tip L -k- / i I c+ / J z. f yf ma` s A 1 H 85 pEED:4a5a s4s \ 'T 1 84 j f- - 81 \ / / 1TO THE PUBLIC,
��--\ R� �i� l t 'r. ' Y r i 1 1 II — I '� _ i PARCETf #08-321-062 i
' ( - - _ - / � y y / I 3). ALL PAVEMENT CUTS, ING TO STANDARDS GR ASPHALT, ARE TG
! I \ /. I� f :. .. :,� / , r _ - 7;9JNLAI(.r: ' �L5 �l ) /� I � \ STPHASE MIL / BE RLINA DE ACCORDING i'O ANSPRTA7 OF THE NORTH
,\ - �`arb ~_- - y , irr� Iv/ ,y/..� + j I i n� -"� - - 6 I V 111 '� / I OF TRANSPORTATION AND
---.� ,.. " .- \ / CAROLINA DEPARTMENT
% PHASE 2 /
`�� — % = -- I I Y - �(/� _ / D1 SECTION ] f f \ / CMUD SPECIFICATIONS.
\ry'4h ��/ t�% �, I� -¢ i/r'`- `' n I— \ 6 HW $6 . � „ lY , /i i / 1 I ` PC D-997 J e j/
" , r� , - /: r � J % C '. - 1,_. \� �1 . S"a� .) } f �fi -1 1 f — .— — �4 � \ J �2 \ \
NOW OR F R: kRLY` / OID UTI632-A9a9
4). SHORING 111L�, BE ACCORDING TO OSHA TRENCHING
\ �! l Sr r" ] =�' `C ,._136 �--%,`` . �A I r,/ I I / \ I STANDARDS PART 1928 SUBPART P, OR AS AMENDED.
" / �!_.-�`,�'\ // i '.- f r`''� '1 ! \ AVOID UTILITY DAMAGE
! \ I NT' / /
% ; `/ I , 4� IMOTHY: iAh7 SPA K� / � f 1 ' i I C \ �J v `°�� � ENT` r- !/� - � J I f / / STEVENS MILL /
! - / ED, A I , ; f / � r i I ( r-' ' \ Y `� • � �� \ -.,/, i J //' \ 8 0 — 1 1 1 ! ! PHASE 2 I
f - _ P -21I z-"_ ,e� , ,1 / �- `' — "I \ ii `� a i / / SECTION I 1 GRAPHIC SCALE
` -
` ` !7 /� NOW D Fd E I f f PC D-997 / \
/.. __.�' t� \��IN�l: `C'V J f �� f Sl[ ., f S I iEh"AWARIA� �C lAli y�/" I \ I \ / �� �- ��
. %rr' r 5,18 AC ,/ J
/ � 'r �``-� DEE$7:C5" 3--�4$ I r I ,-� 1 82 1 STEVENS MIL j I / % � 100
L 1 f ¢j A /'' ) i r l i PHASE I I 1 0 5D 104 2pp 4D0
/ _ `•,� N 1 i'r�RGEL o6�3z1 ,,-j
\ - -- \ ` *'�* - - mow / Sb !/ �j I� I G: 1�15 `I_/ /I 1 PC D-667 /
i O DID iFRMEL HW 132 ! ( 1 j' I / %
/- r +++ /I 11 % MR IS EE TJS kIING;, ✓ f b 6 _ �� ! a -0 I / ��� !"�m ______ I
'_/ -, �,,, - ./J":� D ED; /A i rl / ��) 5 ._�� / I
�7 /
/ - -� ^tip h `��" �� f P 1RC L K8- 21 0 DCB 1f 33 ! ! CB 134 ¢r �'. 79 I -� I / \ \ / / �� ( IN FEET )
`';s i t 1 `,ti.r 2t�NIIG; R }201 iaWoR Fo1zMERrY,� -�,� ' `' f / ` ' 1 inch = 100 ft.
-��- (, 1, _ `a P ! 1!! CLLINTO W. THOMAS, TR r/ - - \ ,f. , r j� DEED.5572-792 (i STEVENS MILL r/�\ / �' -=j - A �( � ;PARCE #08-321-06a � I PHASE 1 \, 1`.� , ,I .. I I 1 �!/
`_ �. 10(i4 r' J � ;/ � ZO INC R-15 ,� PC D-667 �I �`
f jJ
_4
- `.�
1. I
f
y +
,
11, 1 "�%
/ _ ,�� tCl > ! H W ' 3. SNOW OR FORMERLY { 0 78 1 / I 1
J h� ° .,4 =,`` may► ! / ERIC A. ASARE I �, 1 / \ /
^ . �r ! DEED.5461-"R86 ! / % / '
�� F ^ , \'.. \ \ ! /! 'r L IPARCEL #08 33t-059 � i � /
�I \ \ ` ! C <_ _ Z©_ NNG- R-15 , f f — — / ( }
NOW OR FORMERLY \ ! {� STEVEIJS MILL / 6$-_, r '``, _ -- f J / � +/ I / \ \ � I 4
` AARON L. HELMS & �" ! / ! 5 j' f / f / / \� \ '
1 PHA - 1 f
ALICE B. HEL1� \', C r ' _ I_ 1 PC D-8fi73
PARCEL #07 051� 007 --` / ! - -- �_
_� / t \ \ n; 1 j
ZONING' R-20 „r : ai r" *, * OR �bRMERLY 7% ! � � / I 1 � � \ / \ —
w� y� `_o ,/ / } 1i { , - RIg4ARD x. ,FORSYTH & 1 ! \
/ w� ! I I - -' LAURA S. ,FORSYTH f / / \ /
\ _ I. EED:8,fi 610 f - �- /
/ NOW OR FORMERLY I.
r-,IFOhLiIG 3 058 69 ,r i \ r / / / // \ \ \
/ MORRIS LEE RCISHINU - ( t _ v'% -f/ \ l f
/ PAULINE S.-RUSHING �( l �. L____. � 1 '_1
%
\ DEED:6923-'886 _ � �v � f a _'1 - - y -_ / iv \
�' ', ` _ --
�, NOW Oh.'FORMERLY 76 -_
1-1 f PARCEL #07-a51�YY0g- f_ \ { `\,
I l
/ /
ZONING: R 20 - �� I \ / /
l � ` �`'�,� \ i GREC�2Y ENGLERT & I \
I / 4, \ � 179 E `' ENGLERT J
4 \ / - `, a ? ' DEED 1835-271 70 i f \ 1 f
r 'r 1 f + j 1
1 \ / ff �-� l�31 ' S AREL _/f08-321-057 �' `� f i f � I
`11<„\ \ ONI G: R-15
' �- NO1y'-OR FORMERLY ) A . i !. 20 ' 9WER p ��� I " , — — A � ` I / \
I'TAMEST DAMS & a" -- �a?EMENT I � / / \
C"AjtOLE V CiAiS � -� / /
�+�� 9EAD1 "% � C A � . ` �" ! \
, ZONING: R- . ,, -��, ,, v. NOW " PORMERLY ' -%rJ �\ � /
�� "\ ? , ti � A V � � � j4ICHARD GRU13B & / / A 1 � \ \
_r , \.N"\OJT P % 5 if SAIj1), GRUBS ` t
DEED 65'S4-78© /1 \ � / \ /
1 �/ 1 f �O$i3 Y PA 4, PARCEL #08-321-056 {' � � f f L — //
` / } \ `, 4 / - D //ItA E % , ti ; ZONING R ,15 i^ \ \ ` - / /
4 / \ \ PAP C # 7 Ek `377 \:. 1 71 /{ / t 1 _ � "` /
\ BONING R_ZO STEVENS MILL ;'
1 f � \ \ �i" /' PH BE 1 / / i i \ \� ` ! \ / / ti /
1 ` D ^ { PC }-66 J —_ � / /` � / J \ f X, G -
< r
i IIII
((f \ 1 �A / ``, I \ \ A A� X__ V
\ \, ) ` ,` \ 1 / STEV E S MILL '� / � \ \ /
\ _,. ^ - ;1 \ PC D-667 / A / 17 37 _=
k _
/ NO3Y OR T(D AfE1 L} \ f ! \ � / . �• "•
\ \ \'Nowp �q , , S EVEN MILL73 \ III-+•
V \ / \ PE AR WARNS} \ ; �At.. " 0 aW H ASSGCIATral \ f� / f f \ %,s (��''%;-GIN . �I
DEE t 2 BE, I (� lr 0B-321-1113 �, \ / / 'i' fL� \,
\ \ / / � \ � \\'' zo,NG: R'-15 \ t ` //��I� M I Ci. 1\\\\\\ /
\/ RNk
t PARS E`1 1. �_ .� � I q. \I� 11� \1 72 \ \ z 1_1( / / \_ __� / / / ) 3 8 t /Ii111411
NO.
DATE
REVISION
BY
SHEET TITLE
DRAINAGE AREA PLAN #1
PROJECT NO.
SCALE
1 °°°
DATE
E
01 /02/19
PROJECT
COURTYARDS ON LAWYERS ROAD
TOWN Off' STALLINGS, UNION CO., N.C.
FOR: EPCON COMMUNITIES
DRAWN BY
VGK
G ��K ®�
YARBROUGH-III S & HouLE, Im.
Planning o Surveying oEngineering
)(MAMW
730 7Ymdsor Oak Court P.O. Boy 1198
NC Corporate Charlotte, North Carolina, 28273 Pineville, North Carolina, 28134
Registration C-0475 704.556.1990 704.556,0506(fax)
DRAWING NO,
0
SHT OF HTS

1 ® 1
j
n
4-1
40,
01
� r
it
40,
22 1
LNOYY OR FORMERLY I+ ~
�E'NNEYH T. BENEDET'Tt] 16 f
SEED.993-760 r j
�A ZONNIING-,R -20 055 8
+
♦ 1 ] \ AREA0,164
~ ♦ MH 27 s t✓
' FES 28 i
r
'00
))��4U." 14
~ y` - �♦ ♦ ! \ `�\ �\ \M J� �' r 11 NOIY OR FOF ERLY
LIE E, CO GINS & ~ ♦ i - 1 �BI FOCOGGINS
DI D: W1'7E 4-16� \ _
PARCEL ''#08 _021, f04,Z. L j 1 I
~ ♦ NOW OR FOkZMERLONIt�TG:-20 J \ / \ f 10 /
I r I 11 �� r r -8 I , _— 1 1
l ~ s. � �,� I l DEED:A
_ "', -
`► / 08 321 006. .1 S
� PARCEL
NOW OR FORMERL �� iL i ! I >
� � Z NING:�' R-� � - CB 29 s„� L �NO1'� OF��� FOR.�1'ERLI�
- - rr -ram .I 4
LEMMIE RUSHING & 1 -r ( ~ j ■� DI 26\' s� \ \ A r
♦ � �AM�s r` F�NNEN /
1 I _ LOIS RUSHING 1 -� c $7=207
DEED:3386-255F4RCEL", #O831,046
1 I , a _ y ~ ~ MECK #197-062-13 UNION #08 1q21-006 r \ , 2 , ,' ) .
ZONING: R-20 NOW OFORMERLY i
1 1 ~ ~ i .�+ / � \ ..,D�VIhG R4 R 20 \ /
1 I `~ ' 1► ~I i CB 30 a9 CB 64 \ 1 \ =- CLAIRE M. COMBER i
_g f r 1 1 1 ♦, , 1 i vo j \ f A DEED:4337-57 /
PARCEL 08- 321-044 ZONING_. R 2a-
, d/, � � if` 1 � �- -,� --.. ♦ 0.29 , //� d.39I � \\ '� �; / `,I ,r ,TR� LS A�N�� \ 4 ,`.� \�' `1.�,, �,�Z,� \` �
8 v � kf, �y�� Il � ��/J f/ � l � T �/ ! / ✓ f %l ti_f / ,� / 0.� v rtI, �/4 'D�'E�:NIfA ILL�BIL 'M&SK
D1 JE C
ICSKILL
\
NOW OR FORMERLY
LEMMIE RUSHING 8c ♦ f ,` /'� ''
'
K. LOTS RUSHING � -
�. DEED:6138-20 MECK � � .-v---
s / } -
,. 062-(}6 08-3 1 j\005B �, , i t / r v �v v v `� P 4 - �` 1 j— _ LEGEND
MECK 1(17- R-20 N -_� / CB 65 i _r v t r i� )�;�'��. \ --- -
, ZONING.
l �.�
-' _r -- ,/ � c,. a --, OR FORMERLY CB CATCH BASIN
,y \, NOW
AC�1�.., ,.-REBA-"`'V. MOSER 1
DI 6 / r s 7 a -- \ a a X` ," ; \ �, DEED. SB -SPUTTER BOX
/ , �,,.,\.\ �'� .. _ _ DCB DOUBLE CATCH BASIN
' �. ` PAi�CEL- �08. 321 010C
�J {} t -- �__ r I` `y f \ 4 _ �( �' • • / - �r , GB 66 x '' ix J �y�\ _ 1 DI - DROP INLET
i J 0 \ ) VJ+ f �\ \ —
Rom_ - j DROP INLET
AGa DI 44 \ - DDI - DOUBLE
MH MANHOLE
_
FES FLARED END SECTION
INV INVERT
' r --_ \ 'K e • / �► CB 62 '� �� TC- TOP OF CURB
'! "� `\ _ `,. � \ �''� y / / / r - + DI 17 / ✓ r \ i�i Try 1 d V
` 1
ii r' r I
SDI- STORM DRAINAGE EASEMENT
DRAINAGE BASIN TO EACH STRUCTURE
_1
-
r� , .- _ ^ �`\ i �►,�` l F / / , \- j Gr , , �1 \ \\ t ` "� 1 S. W.E.L. STORM WATER ELEVATION LINE
,
r
GB 35 \
Y\ � _ '=./r -i�r' �/ r. , � ;/ i' / 6, �' � r \ \\ I S C• �ti ♦ ` 1 ! `yam I} ,
I . \ V ' :I \ { f
N GIT R F�yRM$R3�- 1 \ -
^v r" '� �. 1 �._ _ _�'" , \ r \ / f s CALL
PIIILI�I D' ROBERTS \ y� - / _ \ r \ \ \ \ \ I J
4 -� rJ \ -� / �� // , �. NO ONE GALL SYSTEM
---- � �� r`,. ` _ �� r_ i. / DCB 48 / / �'' �]1 1 f -- _
9-EB.S ..- � � � � L. \ �. \ � �'--_ i e —.� J� - �.. 15 A : � ,� � ', r � � � �. \, - i' - 1 '� 'y _ '� "$\, f \ �\\-\ 1]. CONTRACTOR IS FULLY RESPONSIBLE FOR CONTACTING
DEED �a2 �� J, 1 �, \ k "� \L/ �.. / 1 _- .-� `. r \ - �'" - , \ ',`L 1 �y 1. i BEFORE YOU D40 APPROPRIATE PARTIES AND ASSURING THAT EXISTING
PARCEL
#1 7-0 �� CJ y: _S '•ti... "\ \' . `\ , .+t ♦ ,,_/ „^ _.- ^..1 '/ r , 7\\ d. I.' �' 'u _. \ �'} '�` LOCATED PRIOR TO BEGINNING CONSTRUCTION
ti
unuTlEs ARE
)
r r - f _ GB 10Z \
�•'1 i -`'C I -.\ \ r/. �i' 1 /{ 2. CONTRACTOR IS RESPONSIBLE FOR PLACING BARRICADES
j )
1r7•N - y \ NECESSARY INSURE 5 \ \. U51NG FLACON ETC. AS NECESSA TO SUE SAFETY
.� r \
�TO THE PUBLIC,
- o
(�D. R EIiT f \
i
1
' �j.y
, I G 1 O / \ I \. \ L � 5 1 '\ \ � 3]. ALL PAVEMENT CUTS, CONCRETE OR ASPHALT, ARE TO
L _ y MMj�E S.-"RO R?S x� r _�� / o.4s \ DCB 59l 1
r e]l V
1' � ♦ y _ _ \ BE REPLACED ACCORDING TO STANDARDS OF THE NORTH
a
r� CARi�JNA DEPARTMENT OF TRANSPORTATION AND
%r ( �. - `�'. , _ .'�\ _ N� 1'�' ', \ DI 46 _ }. l ii \ \ CMUD SPECIFICATIONS.
-.� i \ z _ _ L'AR EL,, 8-3Zf- 005K \ CR I 1 1. , '\ �.
/ a+ s
-`s5 _ 4), SHORING 1MILL BE ACCORDING TO OSHA TRENCHING
,._ AVOID
STANDARDS PART 1926 SUBPART p, OR AS AMENDED.
r
AVOID UTILTY DAMAGE
�_ AREADI
> \ 1 __-
7 A 1. �
1 , r i I�TOW ZiROR RLY
-� �, -------.` ,�•. ��_ GRAPHIC SCALE
I
ITS
4
I �
,
730
r r\ HW 1
100 o sa 100 200
. v
-
,
` f-
/
COS
DI
1
~T\. RLY
' IN FEET
� 5 N W' OR 0 { }
DI 4 s
CB 123 / r j� �T. G
/�� ems/ - C - A S / � -1 inch = 100 ft.
i - J 9YR K'
,
.6
y
CB _ � _y -' °� � �• 1 r � � �. �. �.. ; r
4 A \ \ d F�kRCLQ6r 3�1 003`
S DI 5 , i \ \- 1C ------
Jul-
- r
MH 2 -- � , $. ,� � :' _ - - � _ - 39 _ �-- s
,
��
MH I '�• \ -,�' \_ ,' :r r �, 1
6 f' /�� r , r \ I \ � Ga DI 88A .3 �' a - t
i
1 F %• ° °' r -. C B 1 1 18� I / r. � + ',, I, l / r \ > " ,�. r D I 40 "' .7 \ � `-;-- i ! i�1 I `� `,, ,
! � ; `��/' - CB 125 _ ! • � ` 'I a,: / _ � I� \ ; � - .6, / `\ ; � - 42 `'7 � `� � ( Y' ;,� � � { ! 1, j �
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NOW OR
4 yj
• e RICHARD t bv-
-.. �, �"y-
lu� 4
r
THIS PLAN IS A FINAL DESIGN -NOT
RELEASED FOR CONSTRUCTION
UNLESS INITIALLED/DATED AS APPROVED:
APPR0 FED: � / 2 �
I N 111AL13 DATE
400
NO.
DATE
REVISION
BY
SHEET TITLE
DRAINAGE AREA PLAN #2
PROJECT tso.
SCALE
1"=100'
DATE
01 /02/19
PROJECT
COURTYARDS ON LAWYERS ROAD
TOWN OF STALLINGS, UNION CO., N.C.
FOR: EPCON COMMUNITIES
DRAWN BY
VGK
CHECKED BY
Panning o Surveying o Engsneering
730 Windsor Oak Court P.O. Box 1198
NC Corporate Charlotte, North Carolina, 28273 Pineville, North Carolina, 28134
Re istration C-047'5 704.556.1990 704.558.0505(fax)
DRAWING NO.
�}
SHT 11 OF 40SHTS
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F WILLIAM �.
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D ED:5965 `, I 60 PC D-997 \
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DEED:405&-349 T, {
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1 CONTRACTOR IS FULLY RESPONSIBLE FOR CONTACTING
�i / J J 83 1 BEFORE YOU DIG )' APPROPRIATE PARTIES AND ASSURING THAT EXISTING
♦ / - _ !1 1 1' �T I J!r I! UTILITIES ARE LOCATED PRIOR TO BEGINNING CONSTRUCTION.
NOWF \7�01� FOR1T�Yl'7Ey�RL _y.-n' `^�'� 2). CONTRACTOR IS RESPONSIBLE FOR PLACING BARRICADES
r!1� AIMA,>.LIA� T .I1LL' .AIgIAM I I I USING FLAGON, ETC., AS NECESSARY TO INSURE SAFETY
� 1 I B2 I STEVENS MILL
/ ' fir., '7 �n To THE Pueuc.
DEED: C.J' 3`469 � +,� 1 / ) 3). ALL PAVEMENT CUTS. CONCRETE OR ASPHALT, ARE TO
� r � j � � PHASE T
r__ AR yEL ',f 0S 321-E� -Z - ` 1 I 7 BE REPLACED ACCORDING TO STANDARDS OF THE NORTH
G_OiVR G: R-1 � lI f fl ' ( + ,4� P D"`6V I f CMU� SPECIFICATIONS.NA
OF TRANSPORTATION AND
N W �R F RML'RLY .L��} l
M R ISE
] .}�,...J� ] % 1' I j �\ \ 1 �- -� AVOID UTILITY DAMAGE ) STANDARDS S PART 1926SUBPART P. OR AS AMENDED.
V Sl 11 l..! cl r j 1 800 $32 49{8 4 .
1 � fJj
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PA,�-
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f LT()W TOR FORMERLY sa p so so Izo zao
Z NI�G: RI- f
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D&D:5,672-792 f ( STEVENS MILL
film PARCEL #08--321-060 1 I PHASE 1 ' y
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c0 a `f}R L�R Y 20`�
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PARCEL �07-t054 f i6 �� \ ``� �' ` 11 \ u NOW OR
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NO.
DATE
REVISION
8Y
SHEET TITLE
GRADING FLAN #1
PROJECT NO.
SCALE
„=60'
DATE
01 /02/19
PROJECT
COURTYARDS ON LAWYERS ROAD
TOWN OF STALLINGS, UNION CO., N. C.
FOR: EPCON COMMUNITIES
DL?AWN BY
VGK
CHECKED BY
VGK
YARBRouGH-WuLuAms & Houm, H.l` c.
Planning o ,Surveying o Engineering
30 Windsor Oak Court P.O.BBox 1198
NC Corporate Charlotte, North Carolina, 28278 Pineville, North Carolina, 28M
Registration C-0475 704,666.1990 704.558.0505(fox)
DRAWING N0.
�� ��
SHT OF SHTS

GALL ,\ ♦ Cam_ -..-, . `, 0.154 AC.
NC ONE CALL SYSTEM 1) CONTRACTOR IS FULLY RESPONSIBLE FOR CONTACTING '\ ♦ F \ ` � "-�
BEFORE YOU ING
APPROPRIATE PARTIES AND ASSURING THAT E%1ST1NG
UTILITIES ARE LOCATED PRIOR TO BEGINNING CONSTRUCTION. � �� � ,� '`�� �� �� r \\��•� \ ;G r.J _ � C
2). CONTRACTOR IS RESPONSIBLE FOR PLACING BARRICADES
USING FLAGON, ETC., AS NECESSARY TO INSURE SAFETY 1-
TO THE PUBLI
C. ♦ i \\ 1` f�� f) ,.-� / D l' --'"` ! 1 `� 'I �1.
3), ALL PAVEMENT CUTS, CONCRETE OR ASPHALT, ARE TO ♦ \ \ \ ' �/- _ _ j I
BE REPLACED ACCORDING TO STANDARDS OF THE NORTH �, j'j $�,j�f �,r� ]�(T
CAROLINA DEPARTMENT OF TRANSPORTATION AND � ', ,"� \ \' \� (� �G/� j \ 5<> ' tr ``i .LV IY �� FOh!, %l'�E71��4[L'� 1 D, --
CMUD SPECIFICATIONS. ♦ �', \. �+"�C�-'� '�Ll l'1 l'J . COGGINS 1 Y e...7 CX,
1-800-632-4949 4). SHORING IMLL BE ACCORDING TO OSHA TRENCHING
AVOID UTILITY DAMAGE STANDARDS PART 1920 SUBPART P, OR AS AMENDED. '�, 1 + i l� --le
f ~
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NO.
DATE
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BY
SHEET TITLE
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GRADING
td RAD i t 1J PLAN j`f' 3
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PROJECT NO.
SCALE
1 6 0 e
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DATE
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PROJECT
COURTYARDS ON LAWYERS ROAD
TOWN OF STALLINGS, UNION CO., N.C.
FOR: EPCON COMMUNITIES
DRAWN BY
VGK
.... vGK �Y
JL.Cil.11`1fAJl6®i6JGH-VULalWI4'9MS & Houia,UNc.
)Planning a Surveying oiEngineering
730 Windsor Oak Court P.Q. Box 1198
NC Corporate Charlotte, North Carolina, 28273 Pineville, North Carolina, 28134
Registration C-0475 704.558.1990 704,556.0506(fax)
DRAWING NO.
SHT 14OF 40sHTs

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SHEET TITLE . .
POST -DEVELOPMENT PLAN #1 .
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PROJECT NO. I..
CALE
1"=100'
DATE
01/02/19
.. - ­ I -­ ­­, -., �
PROJECT " '
COURTYARDS ON LAWYERS ROAD . ; .
TOWN OF STALLINGS, UNION CO., N. C. .
FOR: EPCON COMMUNITIES
DRAWN BY
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YAMBROUGIff-MLILIll & Houix, INc. , ,
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Planning o Surveying o En Inel . .
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730 Windsor Oak Court P.O. Box 1198 .
NC Co Ql Charlotte, North Carolina, 20273 Pineville, North Carolina, 28134
Ragistri #C-0475 704.556,1990 704.566.0505(fax)
DRAWING NO.
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SHT I 6oF 40SHTS
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RDS U�V LAWYERS RDAD
l - 1 „� ED;615S 2sa _ . 2 : "i i A
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PC E 1
— TOWN OF STALLINGS UNION CO.
ZONING, , r N. C.
,
'' ' ' � ;,` � --- , �i► :, � ,� �` � PAME�1 H: -��� 3s COMMUNITIES
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:.__, __ - -.. �T` ��? ZONI G.� / C� \ �dii1f11t Surveying Engineering
NOW OR FOR1b�ERLY :' -�' '"\ .. :� i � � _� r1:' ' Q _ _ - �, a � � x :d ,
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I RICHARD - LEE- BRIGGS & - ; -, ,,.� d : � _ � o �' 'I t„ �; 3TEVENS. / _ / 1 730 Windsor Oak Court P.O. Box 1198 .
r v / 4 1111I111
,, y� DONNA BRIGGS + ^,'m� �„ f'/r NC Corporate Charlotte, North Caroline, 28279 Pineville, Aiarih Carolina, 28134
' - - i, �, a c� z ( 7s I N z t� o o Ns t t� cyrj SECTION 1 I� !� 8f 7 ry
/ q o o r m 1 I 7Q4.558.198D 794.556.0505 ilex I �Q
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iPAEMPORARY POOL
r / L 660.5 = 29,000 SF
/ liI 661 = 34,000 SF
F I-
663 -
41,000 SF
f IIIII:-1
=1 I= 665 = 48,000 SF
-1 OEM"667 = 55,000 SF
III_ II= ii 669 = 63,000 SF
r` / li f= l 111 ll FOREBAY
652.5 = 1,500 SF
f 654 = 2,200 SF
II _I N4' V 656 = 3,400 SF
ll
658 00 SF If
1
:
�j 660.5 - 8,500 SF _
/ l PERMANENT POOL
+
PA�E� (POND FOREBAY) �.
651.5=12,000 SF
652.5 = 13,000 SF
/ 654 -
15,000 SF
/I Il 656 = 18,000 SF
IIII 658 = 21,000 SF
24 660 = 000 SF )
f
III 660.5 = 29,000 SF I I.
NOTE:
% I
J - MINIMUM PLANT QUANTITIES AND SIZES
-11i i` 1 PER 200 FTz OF SHALLOW WATER AREA:
50 HERBACEOUS PLANTS OF AT
LEAST 4 CUBIC -INCH CONTAINER
II _,II (EQUIVALENT TO 2 FT ON CENTER
MINIMUM; 1.5 FT ON CENTER
4' x 4' INSIDE DIM.) \' 111111I RECOMMENDED)
OUTLET Box II II I I� II �
„ I, .LI -MINIMUM PLANT QUANTITIES AND PLANT
INV OUT 18 RCP= 659.30 1
SIZES PER 200 FT OF SHALLOW LAND AREA,
50 HERBACEOUS PLANTS OF AT LEAST
,p 4 CUBIC -INCH CONTAINER, OR
Lj_j 8 SHRUBS OF AT LEAST
1-GALLON CONTAINER
(EQUIVALENT TO 5 FT ON CENTER
U MINIMUM; 3 FT ON CENTER
I
RECOMMENDED), OR
=1
III 11
I ,1 TREE OF LEA
ST AST 3 GALLON
-1_
- CONTAINER AND 40 GRASS -LIKE
HERBACEOUS PLANTS OF AT LEAST 4
Y S9 CUBIC -INCH CONTAINER
ps C'p . LITTORAL SHELF PLANTING (IN PERMANENT POOL ONLY)
x w •\ N-1: 0" TO 6" DEEP SHALLOW LAND - 4,978 SF. (1,245 PLANTS)
_II - SWAMP MILKWEED (249 PLANTS)
p u-III - LONGLEAF LOBELIA (249 PLANTS)
A
-WHITE TURTLEHEAD (249 PLANTS)
- SCARLET ROSE MALLOW (249 PLANTS)
- P II t d - STARRUSH WHITETOP (249PLANTS)
FOTERLY I' -
\e LI ; 6" TO 12" DEEP (SHALLOW WATER) - 4,522 SF. (1,131 PLANTS)
PICKERELWEED (283 PLANTS)
-DA.
VI, - ,
♦J 11;=LL= - BLUE FLAG IRIS (283 PLANTS)
J '� ` -11 I - LIZARD'S TAIL (283 PLANTS)
_ -° - WATER PLANTAIN (282 PLANTS)
HW
INV: 659.00
II
11 *THE DAM STRUCTURE, INCLUDING FRONT AND BACK
�, U T'% V=4 8 - -I EMBANKMENT SLOPES, OF THE POND SHALL BE
W:11.5'x L: 10.0' APRON i ;ill II ,iI' VEGETATED WITH NON -CLUMPING TURF GRASS. TREES AND
' r \ 6.O" DIA. RIP RAP �1I I`1 ill WOODY SHRUBS SHALL NOT BE ALLOWED.
10.0" MIN, DEPTH III II _ IIII IIII
III-11' ICI ;Ili "THE VEGETATED SHELF SHALL BE PLANTED WITH A
\ MINIMUM OF THREE DIVERSE SPECIES OF HERBACEOUS,
• \ NATIVE VEGETATION AT A MINIMUM DENSITY OF 50 PLANTS
0 PA' �`� PER 200 SQUARE FEET OF SHELF AREA.
TRASH RACK DETAIL
-STRUCTURE OUTSIDE
5' - 0-
4` - �6-
FRAME CENTER
•
. i
STRUCTURE 4' I 0" 4' -I a"
OUTSIDE INSIDE FRAME CENTER
5 - 0"
5/9" ANCHOR
HOLES
1__� •
114-x18"x4'-0 1/2" A. BARS
ANTI VORTEX PLATE ON E" O.C.
18"
1/4"0" FLAT
BAR FRAME
GALVANIZED STEEL GRATE
7-
WA-ER DI_.A_ITY OR, r 'T: E L -
F 0 FB14`Y -. -I^:i I I"
WET POND CHART
BOTTOM OF POND ELEVATION +1'
652.5
13,000 s.f.
BOTTOM OF POND +1' SURFACE
AREA
660.5
PERMANENT POND WATER SURFACE
ELEVATION
PERMANENT POND WATER SURFACE
29,000 s.f.
AREA
660
INNER EDGE SHELF ELEVATION
1 YEAR STORM WATER SURFACE
ELEVATION
66313
10 YEAR STORM WATER SURFACE
665.58
ELEVATION
666.70
25 YEAR STORM WATER SURFACE
ELEVATION
50 YEAR STORM WATER SURFACE
667.61
ELEVATION
667.97
100 YEAR STORM WATER SURFACE
ELEVATION
- TOP OF DAM
669.00
Know what's below.
Call before you dig.
OUTLET CONTROL DEVICE
BOX SIZE (ft)
4' x 4'
56.25
CONCRETE ANCHOR (cf)
CONCRETE ANCHOR (cy)
2.1
CONCRETE ANCHOR
DIMENSIONS (ft, LXWXD)
7.5' x 7.5' x
PRIMARY ORIFICE DIAMETER
5 in.
660.5
PRIMARY ORIFICE INVERT
ELEVATION
8 in.
SECONDARY ORIFICE
DIAMETER
SECONDARY ORIFICE
663.20
INVERT ELEVATION
TOP OF OUTLET BOX
EMERGENCY WEIR
I
667.75
- ELEVATION
SEE TRASH RA
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 4' IN THE FOREBAY, THE
SEDIMENT SHALL BE REMOVED. SEDIMENT DEPTH
INDICATOR
PERMANENT POOL ELEVATION _
PERMANENTPOOL VOLUME
VOLUME
SEDIMENT REMOVAL SEDIMENT REMOVAL ELEVATION
ELEVATION 1-fl, MIN.al-ft, MIN.
SEDIMENT SEDIMENT
BOTTOM STORAGE BOTTOM ELEVATION STORAGE
ELEVATION FOREBAY MAIN POND
OPERATION & MAINTENANCE PROVISIONS
FOR 1NET DETENTION BASINS
BMP element:
Potential problems:
How to remedlate the problem:
The entire BMP
Trash/debris is present.
Remove the trash/debris.
The perimeter of the we
Areas are bore soil and,
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 time 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 Forebay
Sediment has accumulated
Search for the source of the sediment
to a 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 pro€essional 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
a one-time fertilizer application to
established the ground cover if q 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.
Themain treatment area
ea a
Sediment has accumulated
a q aced
Search for he source of the
$. a O t O.
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
Consult a professional to remove and
50% of the area.
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
r
Clogging has occur ed,
i
Clean out the outet device Dlspase
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
the outlet.
Oversight Unit at 919-733-1786.
8.0" SECONDARY ORIFICE
INV, = 663.20
GRAPHIC SCALE
30 0 15 30 so
{ IN FEET )
1 inch = 30 ft.
THIS PLAN IS A FINAL DESIGN -NOT
RELEASED FOR CONSTRUCTION
UNLESS INITIALLEDIDA TED A AP ROVED:
APPROVED:
INITIALS DATE
120 1
NO,
DATE
REVISION
BY
SHEET TITLE
WET POND #I DETAIL SHEET
PROJECT
COURTYARDS ON LAWYERS ROAD
TOWN OF STALLINGS, UNION CO., N.C.
FOR: EPCO.N COMMUNITIES
PROJECT NO.
SCALE
1"^30'
!}ATE
01 /02/19
DRAWN BY
VGK
CHECKED BY
VGK
YARBROUGH-WILLIAMS & Ho4Tm, INIC"
Planning a Surveying a Engineering
730 Windsor Oak Court P.0 Bo% 1198
NC Corporate Charlotte, North Carolina, 20273 Pineville, North Carolina, 28134
Registration C_0475 704.566.1990 704,556.0505(fai)
DRAWING NO.
SHT I OF'Y SHTS

00
X.
102
W(e) E(e)
LITTORAL SHELF PLANTING (IN PERMANENT POOL ONLY)
I 0" TO 6" DEEP (SHALLOW LAND) - 1,934 SF. (484 PLANTS)
I S
WAIVIP MILKWEED (97 PLANTS)
- LONGLEAF LOBELIA (97 PLANTS)
- WHITE TURTLEHEAD (97 PLANTS)
- SCARLET ROSE MALLOW (97 PLANTS)
- STARRUSH WHITETOP (96 PLANTS)
6" TO 12" DEEP (SHALLOW WATER) -1,739 SF. (435 PLANTS)
- PICKERELWEED (109 PLANTS)
- BLUE FLAG IRIS (109 PLANTS)
- LIZARD'S TAIL (109 PLANTS)
- WATER PLANTAIN (108 PLANTS)
*THE DAM STRUCTURE, INCLUDING FRONT AND BACK
EMBANKMENT SLOPES, OF THE POND SHALL BE
VEGETATED WITH NON -CLUMPING TURF GRASS. TREES
AND WOODY SHRUBS SHALL NOT BE ALLOWED.
' *THE VEGETATED SHELF SHALL BE PLANTED WITH A
MINIMUM OF THREE DIVERSE SPECIES OF HERBACEOUS,
NATIVE VEGETATION AT A MINIMUM DENSITY OF 50 PLANTS
PER 200 SQUARE FEET OF SHELF AREA.
NOTE:
- MINIMUM PLANT QUANTITIES AND SIZES
PER 200 FT OF SHALLOW WATER AREA:
• 50 HERBACEOUS PLANTS OF AT
LEAST 4 CUBIC -INCH CONTAINER
(EQUIVALENT TO 2 FT ON CENTER
MINIMUM; 1.5 FT ON CENTER
RECOMMENDED)
- MINIMUM PLANT QUANTITIES AND PLANT
SIZES PER 200 FT OF SHALLOW LAND AREA:
• 50 HERBACEOUS PLANTS OF AT LEAST
4 CUBIC -INCH CONTAINER OR
TRASH RACK DETAIL
_STRUCTURE OUTSIDE
5' - 0' -
4'-6•
r FRAME CENTER
f
STRUCTURE 4' 0"
OUTSIDE INSIDE
5' 0!'
1 d4'
ANT
IS"
J
GALVANIZED STEEL GRATE
• 8 SHRUBS OF AT LEAST' -
1-GALLON CONTAINER WET POND CHART
(EQUIVALENT TO 5 FT ON CENTER
MINIMUM; 3 FT ON CENTER BOTTOM OF POND ELEVATION +1'
RECOMMENDED), OR BOTTOM OF POND +1' SURFACE
• 1 TREE OF AT LEAST 3 GALLON AREA
CONTAINER AND 40 GRASS -LIKE
HERBACEOUS PLANTS OF AT LEAST 4 PERMANENT POND WATER SURFACE
CUBIC -INCH CONTAINER ELEVATION
TEMPORARY POOL PERMANENT POND WATER SURFACE
662.5 = 8,000 SF AREA
663 = 10,000 SF
665=12,500 SF INNER EDGE SHELF ELEVATION
667 = 15,400 SF 1 YEAR STORM WATER SURFACE
669 = 18,500 SF
ELEVATION
671 = 21,900 SF
10 YEAR STORM WATER SURFACE
FOREBAY ELEVATION
652 = 100 SF 25 YEAR STORM WATER SURFACE
654 = 370 SF ELEVATION
656 = 770 SF
658 = 1,200 SF 50 YEAR STORM WATER SURFACE
660 = 1,900 SF ELEVATION
662 = 2,700 SF 100 YEAR STORM WATER SURFACE
(� 662.5 = 3,600 SF ELEVATION
PERMANENT POOL TOP OF DAM
i POND+FOREBAY _
L L 651 = 1,000 SF
652 = 1,300 SF
654 = 2,000 SF
656 = 2,900 SF
� 658 = 3,900 SF
660 = 5,000 SF j
0 662 = 6,300 SF
662.5 = 8,000 SF
0 \
c--
I
i
FES
INV: 660.50
V=;6.2
4' (INSIDE DIM.} W:16.0'x 14.0' APRON
OUTLET BOX 6.0" DIA. RIP RAP
INV OUT 24" RCP= 660.91 10 .0 MIN. DEPTH =
N-0 �i -)
OR' � �,
- - _ - - - -1 /R-, T / --j 7r L_ 4 7 1 TT - TT T Tx- TT-i r
Know what's below.
Call before you dig.
652
1,300 s.f.
662.5
f
8,000 S.f.
662.00
668.24
668.91
669.45
669.78
671.00
ANCHOR
HOLES
OUTLET CONTROL
DEVICE
BOX SIZE (ft)
4' x 4'
CONCRETE ANCHOR (cf)
49.00
CONCRETE ANCHOR (cy)
1.8
CONCRETE ANCHOR
DIMENSIONS (ft, LXWXD)
' x 7' x 1
PRIMARY ORIFICE DIAMETER
3 in.
PRIMARY ORIFICE INVERT
ELEVATION
662.50
SECONDARY ORIFICE
DIAMETER
4 in.
SECONDARY ORIFICE
INVERT ELEVATION
665.50
TERITARY ORIFICE
(4) 13"
DIAMETER
TERITARY ORIFICE INVERT
ELEVATION
666.90
TOP OF OUTLET BOX
EMERGENCY WEIR
669.49
ELEVATION f
SEE TRASH RACK DETAIL
TOP OF OUTLET BOX
INV. = 669.49
TEMPORARY POOL ELEVATION
4" SECONDARY ORIFICE
INV. = 665.50
PERMANENT POOL ELEVATION
3 0" PRIMARY ORIFICE •- -_
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 5.25' IN THE MAIN POND, THE
SEDIMENT SHALL BE REMOVED.
WHEN THE PERMANENT POOL DEPTH READS 5.25' IN THE FOREBAY, THE
SEDIMENT SHALL BE REMOVED.
SEDIMENT DEPTH
INDICATOR
PERMANENT POOL ELEVATION
PERMANENTPOOL
VOLUME
VOLUME
SEDIMENT REMOVAL SEDIMENT
REMOVAL ELEVATION
ELEVATION 1-R. MIN.
1-ft. MIN.
SEDIMENT
SEDIMENT
BOTTOM 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 The pipe is clogged.
Unclog the pipe. Dispose of the
Swale
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 a 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
a 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
Consult a professional to remove and
50% of the area.
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
the outlet.
Oversight Unit at 919-733-1786.
GRAPHIC SCALE
20 0 10 20
40 80
( IN
FEET )
1 inch
= 20 ft.
' rfy �s: •�.. mot-.' r �.y.. - ��:�•� •<.`y '•
INV. = 662.50
(4) 13" TERITARY ORIFICES
INV. = 666.90
THIS PLAN IS A FINAL DESICN NOT
RELEASED FOR CONSTRUCTION
UNLESS INITIALL D/DA TED A APPROVED:
APPR0 VED: c /
INITIALS DATE
NO.
DATE
REVISION
BY
SHEET TITLE
PROJECT NO.
POND #2 DETAIL SHEET
SCALE
1rt-20'
DATE
_
01 /02/19
PROJECT
BRAWN BY
VGK
CO URTYA.RDS ON LAWYERS ROAD
CHECKED BY
TOWN OF STALLINGS, UNION CO., N.C.
VGK
FOR: EECON COMMUNITIES
Y1 IItOUGH-MIL LII. S & Hou L]E9 ING.
DRAWING N0.
OPlafnning a Surveying alngineering
hyd730
Tmdsor Oak Court P.O. Boa 1198
NC Corporate Charlotte, North Carolina, 28273 Pineville, North Carolina, 28134
Registration C-0475 704.556.1990 704.556.0505(fox) ISHT
��
OF HTs

NOTES 1
I. PLANTINGS ZONES AND PLANT SELECTION PER
Ti-IE BMP DESIGN MANUAL
2. ALL PLANTINGS SHALL BE LOCAL NATIVE SPECIES. ZONE 5
3" IRRIGATION MAY BE PROVIDED FOR INITIAL ZONE 4
ESTABLISHMENT AND DRY SEASONS.
Z(
IrLtq
LAND DEVELMSMT STANDARDS
CkII7
I. 4-6 P,04 LAYER OF AMENDED SOIL IS RECCOI.NvEI+OED ON LITTORAL SHELF AREA
WHERE PLANTINGS ARE REQU92ED (SEE SOIL PARAMETERS IN RW DESIGN MANLIALI
Z PROVIDE: 20 ACCESS EASEMENT TO CONNECT W lPOND EASEMENT TO DEDICATED
RIGHT OF WAY. ACCE55 ROAD S-€4LL HAVE MN, 12' 5TABLI71HO WIDTH, MAX, LO\r-
GRADE OF 151. MAX. CROSS -SLOPE 5%.
fflW.W95j=-
RIP RAP INLET-
OOR INLETIPiP
POND MAINTENANGE INFORMATI
MUST 39 POSTED AT 517E
NO TRESS CN
POND CF?055 SECTION
WETPOND
PLANTING PLAN
BMP FIG. 4.2.5
NOTES,
L 4-6 INCH LAYER OF AMENDED 501L IS RECOMMENDED IN ANY
AREA WHERE PLANTINGS ARE REOLWED (SEE IMP DESIGN MANUAL)
P05T GON5TRLCITiON
GONTROL5 EASEMENT
II' ' FROM
SLOPE 6REAK
F.E.5.OR TEMPORARY
+�A'DWALL __,7
�Iltl �IIII"I lI� IIII I II LEI �,
INLET PIPE 10�1
JO' LITTORAL SHELF
ENlER&Y D156RAT 2,1 SLOPE 5TA51LIZED
TO POND BOTTOhf__
51EDiMENT FOREBR
OUTI-FT STRUCTURE WITH
TRASH RACK. b' MIN,
Ft2EEBOARD FROM
TEMP. POOL ELEV
LITTORAL
F057 G0N5TR1Jr T1ON
RIP RAP SERNf AND
SHELF W/
GONTROL5 EASEMENT
WEIR GLA55 B RIP
RAP Is' MIN. pEPll I. INVERTED WATER
NETLANi7
10, OFFSET FROM
QUALITY ORIFICE
PLANTIN65 -
SLOPE BRFA<
LOCATED TH15 _
10, MIN_
g" FREEBOARD
SIDE SEE DETAIL
WIDTH
Y WEIR
USED IF
Fi" MIN. i--REEIEOARIol
11 LT49,ANKMENT
PERMANENT POD
MAY, POND- BACK OF OUTLET -
STRUCTURE
LOCATED AT TOE
OF 10.1 51-OPE
PAD
ANTI -SEEP
DUCTILE IRON
MAINTENANCE DRAIN PIPE
WITH 5LUIGE 6ATE OR
VALVE, (OFFLINE FROM
OUTLET AND LG'GATE
VALVE IN BERM)
45% SLOPE MIN.
W' MAINTENANCE
SECTION AT MAINTENANCE ROAD ACCESS AND F BAY
'J;I STABILIZED? 5 OPE 20' MAINYHVANGE
AGGPSS
1krdlMi.lhN- onTILl�r� �6" MINIMUM FREEBOARD ALONEi MAIN°9ENANGE ROF'S7
STRUCTURE
Him
7n� r.nn.inrre-u enir.�
�' LITTORAL SHELF -I
SECTION AT STORMWATER OUTFALL
OUTLET STRUCTURE WITH TRASH RACK. &" MIN. FREEBOARD
FROM TEMP. POOL ELEV=�
INVERTED WATER QUALITY` ORIFIGE LOCATED
THI5 51DE (5EE DETAIL)
50 YEAR EVENT
STORMWATER 5TORA&E
TEMPORARY" POOL 6" MIN. F BOARD
PERMANENT POOL
MAIN POND
'lv
6AGK OF OUTLET 5TR1G7lARE-
LO6ATED AT TOE OF 10; I SLOPE
ORIFI GE
WATEP pl•JAUTY ORFICE DETAIL
- LITTORAL 5WLP vV Y*TLAND
PLAK7IN6.5, 1O' MIN. WIDTH
-6" FREEIE10A;zV
EMERGENCY YNEIR
IP USEQ
I�
hNTI-FLOTATION PAD
ANTI -SIP
COLLARS
DUCTILE IRON MAINTENANCE
DRAIN PIPE WITH 5LUIGE
6A7E OR VALVE. (OFFLINE
FROM OUTLET AND LOGATE
VALVE IN BERM) 05% SLOPE MIN.
;SECTION AT 01JTLET STRUCTLRE NOT TO
F TO SCALE NOT TO SCALE NOT TO SCALE
4® TMOFSTAL M WETPOND PROFILE TOWN OF STAURM WETPOND CROSS SECTIONS MWICIPSTAURM WETPOND
TU. N0. I REV. ,/ e„o . rM STANDARDS
pArl� 1'7V. 4.2� :, r LAND STANDARDS BMP FIG. 4.-3 � 0. , i,,M STArIDA�ns UITORAL SELF AND BERM DETAIL N
21.09 �, auto 21.QB cO tea'
21.a� BMP FIG. 4.2A 121.08
- POST CONSTRUCTION
GONTROLS EASEMENT
(PCCF)
ALL BERM SLOPE5 TO BE
5TABILIZED WITH &RA55.
! Y Al
y:,�s»'1 �r>�9:I5LOPE
TV
1.
. �.:-�<•q-.=-•�-:r�`e+�..� � '•RISER',• ..
RMAhI]<NT f'CJOL ♦ LE /. W/iHOOL7 " ;}
5EDIMBN RASH
M,
41
`a
iC � t
VIE
PROTECTION
' -EU5`r 1 E LIN SPILND S
M15T 13E LINED ANP STABILIZED
(IO' MINIMUM LENGTFU
OPTIONAL. OUTLET STRUCTURE
MAY BE DF51C NE D A5 So YEAR
w�0' ACCESS OVERFLOW IN L1131 OF EMEROENGY
EASEMENT TO 5PILLWAY..
PUBLIC R/K iIYP)
HF71-AND PLANTING ON
10 FOOT IOd LITTORAL
PLAN VIEW SHELF AROUND PERIMETER
NOT TO SCi
WETPOND PLAN
BMP FIG. 4.2.2
21.05
NORMAL�
TRENCH
-- - - _-i
Ilh-III
CONCRETE
ANTISEEP
I-
LI
COLLAR
BACKFILL AREA OUTSIDE
OF NORMAL TRENCH
LI
' 1
INSTALL 5' FROM
AND AROUND CONCRETE
OUTLET CONTROL
ANTISEEP COLLAR W/
4/3 PIPE Lb. + 1'-6"
STRUCTURE
CLAYEY BACKFILL
Le
PLAN VIEW
PIPE
=I
-! I'-.
a�
¢o_j
lia
swa
zm
-
�Q�
J © J
_
C:zu
IIILIIII.
00
a�
-
l_7
I__I I -1 --III L-1 L-I I�i
mad
I �_:_I i I I I I -I I I_ III- -
SECTION A -A
PIPE
BACKFILL AREA OUTSIDE--'_ III ' rl_Ki
OF NORMAL TRENCHAND
AROUND CONCRETE-
NORMAL
ANTISEEP COLLAR W/
PIPE
CLAYEY BACKFILL
BEDDING
SECTION B-B
ANTISEEP COLLAR
N.T.S.
'��: �� , ��-j g ••
i= I PIPE LD.
���
Figure 4: Wet Pond Example: Outlet Structure
TRASH RACK (REQUIRED)
WEIR OR OTHER METHOD
TO ESTABLISH
TEMPORARY POOL
RISER CREST \�
ORIFICE -
OUTLET TO ESTABLISH TEMPORARY POOL a
NORMALPOOL
MUST DRAW DOWN
TEMPORARY POOL IN
TWO TO FIVE DAYS NORMAL POOL
i I
OUTLET PIPE
DEWATERING METHOD --� I
WET PONDS SHALL HAVE - 1 - - - - ---• -
METHOD TO DRAW DOWN
STANDING WATER TO I`a
FACIUTATE MAINTENANCE ,
AND INSPECTION (E.G.,,
SKIMMER OR PUMP)
ANTI -FLOTATION SLAB ANTI -SEEP MEASURES
GENERAL BMP MAINTENANCE TA5K5
1. Emergency Maintenance shall be performed immediately 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, bore spots, and rills. Treatment of these areas and revegetation shall be
immediate to prevent spreading.
7. Maintain a permanent pool of water to promote o 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 per€meter 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 an 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
MAIN J 6NCE-FOR-WET DETEN11ON 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
Visually 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 o 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
WEB' POND GENERAL DETAIL SHEET
PROJECT
COURTYARDS ON LAWYERS ROAD
TOWN OF STALLINGS, UNION CO., N. C.
FOR: .EPCON COMMUNITIES
PROJECT NO.
SCALE
T. S.
N.DATE
DATE
01 /02/19
DRAWN BY
VGK
CHECKED BY
DRAWING NO.
�L'1R1�]l�OUGH-WI LII.IAMS & Houm, INN.
Planning d Surveying o Engineering
7�indsor Oak Court PLO Box 1198
NC Corporate Charlotte, North Carolina, 28273 Pineville, North Carolina, 28134� 4�
Registration C-0475 704-650.1990 704.556.0506(fax) ISHT F sHTs

to
00
IPA
K. LOIS KRUSHING
/ !
22.87 AC ■ MECK 97- 062- 062 UNIaN MECK} 08-3�1-0058 �" &# 1 0 ■ 35 AC ■ ►
b
ZONING: R-20 ■ ♦
OFFSITE o! OFFSITE
?� -BYPASS BYPASS-� -�
Syr � ' -- �-, �r r; ���'� ' ;�i'�►'
0 fX
1
/ r f ) 1 `IMMEDIIZELBYY ASER�1{I'CHESy., `J r t - ORMER , GRADING' - , DIVERSION DITCH ,
TEMP CONSTRUCTIO C - 3ERTS' y WITH SEED, STRAW, 8c NET L\ � #3 N
NNR�N- � NTH ROCK a
W
2 -3 COURSE AGGREGATE fi DEEP,68g CHECK DAMS (TYP.),,
WIDE & 100' L�Y4zarivG'` '�� � SKIMMER BASIN #5 - r
-W SKIMMER &POROUS BAFFLES
i v.
_
, _ R OW
/` ,� STORAGE TOP: 677.00 N f `
PHILLI D. RO
_STORAGE BOTTOM: 675.00 MARK ROBPR.S INSTALL SILT TRAP SYSTEMS / r�
DENUDED r !BASIN BOTTOM: 674.00 - DEE 4�48 235- IN DROP INLETS FOR 1j
LIMITS (TYP.) ! ' ---P'ARGEL 08-a,2 --005K
�� t EMER SPILLWAY WIDTH: 10 BYPASS PIPE SYSTEM (TYP.)
TOP OF DAM: 680.00 _ - r�, z ` �I �'
NOW OR- FORMKRLY ? -
f,
t
u'
j ? ' DEED:61773 - (i19 PC G -730 `5
PARCEL
NG--R-0.d 05 ---'_ INSTALL ROCK 'CHE K DAMS` 4 f
DL ! QEVEWITH ROCK
BTASS IN' SWALES FOR ,
#2 K r �' PIPE SYSTEM (TYP;)
.7Q _ _CHECK DAMS (TYP.)
i
�� I f
j .
,
►.� - 22■45 AC.
_ 4.1E AC.
a<;, �� 4.2 G A►
J �
' f I ��
! � J
7
t _ BAFFLES (TYP.) ;SKIMMER BASIN #6 _
W/ POROUS BAFFLES
"Alit•>r, SKIMMER BASIN STORAGE TOP: 679.00
~ S SKIMMER 0
W SKIMMER &POROUS BAFFLES.' � '�; ��` - � - STORAGE BOTTOM: 677,0
4 R {TYP) ` BASIN BOTTOM: 676.00 '
_STORAGE TOP: 677.00 r• , I _ , � ,�
' { STORAGE BOTTOM: 675.00'`•D��♦ EMER. SPILLWAY WIDTH: 10'
\ L
BASIN BOTTOM; 674.00
- TOP OF DAM- 682.00
EMER. SPILLWAY WIDTH: 10'\ l t BAFFLES (TYP.) of ` 1 RIL NIAY �`
_ -�OP OF DAM: 580.00 SKIMMER '(rYP.) , �` '� � " �P
C1�+��0Id 2 71AC
r I'AF�'EL ��08 -�.21� C� ■ ■ , �, r � y
!f \� \S 2O TNGrR~ 0 I r 10' WIDE "' 10 �, ■ ■ _ -
SKIMMER (T(P.)..
i ?� -SPILLWAY I
OFFSITE
,, _ BAFFLES (TYP_)
�
-
- , rrQ - -
r�lr SKIMMER (TYP,) A DIVEf7Sl ITCH - �y �-
�`� ':fir N. { ■ ■ '' ti '' r #4 WITH ROCK JE�RY w�TALLICs &
1
r ,_1 I ;% .�> CHECK DAMS {TYP.), C I'LA! T�tWX.RS' :.
BYPASS
' } f l �' L BAFFLES (TYP.) r. r L
� /��\ %�
7m �
.: DPED,B&S-
{ I 1 SILT' FENCE (TYP.) �� CEL 08 S3t
�r
♦ ,yI ``�. � �� - --DO
i _f � I I � Now'OR FORMERLY- _ �.-
Y ER
DOU�LE HIGH �''RflBERTE Cb HE�iAN &: �( P DEr"t30 - > STl>INS''MIL� ?
[C JOA�FIQ_A. CO F!}iAN,TRU PARCEL ;OB_-321-150_�_,, Pf1 E`3
^ o-,! "ZONING" R-15. - S 1 ,fig
� -- --. - s= SEL°TION 1
� AZARD SILT .� CG
-' FENCE (TYP. o PAR�E�#032-459 PC D-997
♦ / ,, 1/J / i I i 1 9 aoy �7�p 4 ZONING:
7 y'n r
+I, �r 0' WIDE pER r �� v_
NOW OR FORMERLY ! � o- - z ` �z �� tea, 53 � �
RICHAIRD-LEE'BRICC.S & SPILLWAY' WIDE. a'a x � tyrn ,l sworn -,z; STEVENS MALL t/ 4S
w � `• � �-� ,� '' m � c-f �G ,�o, I?HAs,� 2 f
---DONNA�, ty o �q o r o,- x Q c��s;... a� xa o-e SECTION 1 /
/J r� e� r� y \ r \
♦ lI ;,/ / / `�.\ DEEDN �ir \ f, ' I ' / SPI4Y `.. .- z y �t=s 7aa�.. n G' m W �c �n"m 1 PC D-9s7
PARCEL .£)8 '321-005F v ( 1 - - " � l ', 9 l TOTAL SITE AREA: 50.337 AC.
-ZONING: R :20 IF oy -. z at m`°o 4 ` ua I ,z. � y u r�
!' ,-HOOK sIL FENc-�'.Qo �. _',`'`� TOTAL DENUDED AREA: 43.556 AC.
TECHNIQUE (TYP.) n
f'r - 1 - -,-- ;. " °;/.� � 1 ,,. 1 � �w� �_ -� I DENUDED AREA IN STALLINGS 8c UNION CO.. 42.562 AC.
�o otcs90 4 o��ta�' �� in �� m 55
. 41 .,h -' - ,? ` � _ ' 1. �, `�' i- - .y ' ',,1 yy ,1' i �..� �.i J .
/ J, _ -' DENUDED AREA IN MINT HILL (MECK. CO.): 0.994 AC.
wfllz`'IFG ERGyI oSKIMMER BASIN %'"` °'fie r 56 LEGEND OF SYMBOLS
= ✓ Nb STEVENS MILL
EVIL IAM D. NOW 4 `. '� { T` W/ POROUS BAFFLES x� PHASE 2 1 57 DENUDED LJ1w11T �L ---
/' 4 CR TAL' ANN/ SNOYV c 59 y SECTION 1 1 SILT fF�l� �
1 AC STORAGE TOP: 676.00 TENS MILL
B PC D-997
\ r z -
��� / .85 ■ V ' DIVERSION DITCH ; PCEL 8 1�II64 m SASE
,, t %#1 WITH ROCK tMERL3 orglNd �;ri5 , ,STD AGE BOTTOM: 674.00 D--667 SKIfAfdtlt BASIN 1EIrlPORARY SILT DITCH -� --r►
�� D'APRILE o BASIN BOTTOM: 673.00
�� ��. ,f ._ i' ✓� " - +CHECK DAMS (TYP.)2sa ao r
) PARCEL #08-air-oss EMER. SPILLWAY WIDTH: 10 r L g 00
�+,`\, \ \ � `� `�. ♦ r i f .� �/ ` 7 5 r ' -N6w oR 11O,R'ME'RLY �� ' u" � \% ONIN R.-IS � CATCH BASIN RROTEL;iIUN � STABIiJZED CON�s7RUG710N
, f 82 TOP OF DAM: 679.00
kOiMIS LEE''•RUSHING ;,' �, SILT FENCE (TYP 64 L EV i I ENTRANCE
I
r 4 1l "•. , DEED ;� L , / r !�a - - ` ,r Br as M � ROCK CHECK DAM � SKIMMER BASIN
l / r✓ / / 4, 1 PARCEL D8 321 rbQ5D i . _ _ , -' 7\ pC D ss7
THI RISER
�II I 'o ZGNIIIVG: R �' r. f
Nab oR ForiERLYV`�_, y 86 HIGH HAZARD SILT FENCE
�r<r, CRAIG -A, BRISTOL & v�
'f1,�J � if 1 i `)' � ,. IL$EN L.-B1?ISTOL 1\ A
41111kI7E'E➢:�OrJ8�34.9 NC ONE CALL SYSTEM
`.•` r rr - I - I "i P_A_ RCEL_/�DB-321-062 �r < BEFORE YQU DIG Si• CONTRACTOR IS FULLY RESPONSIBLE FOR CONTACTING
`� - ZfiNl'N{x: R 5 / �'� �? STEVENS MILL APPROPWATE PARTIES AND ASSURING THAT EXISTING
SEDIMENT BASIN #1 ti _ PHASE z UTILITIES ARE LOCATED PRIOR To BEGINNING CONSTRUCTION.
/ '� a;`-� �I/ �� r✓� - v ( �[��� 65 �� SECTION 1
W/ SKIMMER &POROUS BAFFLES �� ' � � f' ~� �' � , 2} CONTRACTOR IS RESPONSIBLE FOR PLACING BARRICADES
USING FLAGON. ETC.. AS NECESSARY TO INSURE SAFETY
,'STORAGE TOP: 666.00 j TO THE PUBLIC.
NOW OR F Rc!l+�f�'yERL �` '
-'/1i�, +. IMOTHY iA14IE - J! STORAGE BOTTOM; 664.00 ISOUBLG ROW HIGH �✓ ��r f 3). ALL PAVEMENT CUTS, CONCRETE OR ASPHALT, ARE TO
` kl`. - '� BASIN BOTTOM• 663.00 �--' AZARD SILT -� �'/� y BE REPLACED ACCORDING TO STANDARDS OF THE NORTH
I ' r` -- 4 ` �' •"�' ED` A T / _ J F 1 lif lr �J CMUD NA DEPARTMENT
E ATIM NT OF TRANSPORTATION AND
` r EMER. SPILLWAY WIDTH: OUTLET B ,: u FENCE (TYP.} - % 1 J
PARCEL .$K8 ,21-,069H / - NOW OIL, FORME LY;; �� `
20,I �" TOP OF DAM' 669.00 r o �- TEHA1i`AWAT TEH7E A IAM 7. J j 1-BDD-632-4949
4). SHORING WILL BE ACCORDING TO OSHA TRENCHING
/� , f - r LE, �} ?` I Q I STEVENS MILL 1 STANDARDS PART 1926 SUBPART P. OR AS AMENDED,
' i i _, r --' DEE4:CS 7s�4 � � PHASE I
A V 1 i I PARCEL �r08'r321 rt7&1 � 11 r�l ! � PC ➢-667 � AVOID V71uTY DAMAGE
cn OW �}Z.'1F�7RMZRLY r / q J k Zz7NrrG: ?�-1b -
�� Mj RF�IS EE RUS�IING, JR. 66- 'r ?
GRAPHIC SCALE
D ED 9 A
,� >'>{ 321 FOOD ` rDa o so 100 200 aoo
P RC L K8
`` \ `•c - I
NOW OR FORMERLY
NI G: R`�_ 20 �r / CLINTON W. THOMAS, JR.
DEED 557E-792 �� q r STEVENS MILL
q `, �yJ )PARCEL �}©8-32I-060 � � PHASE I
,
i` za1rN: R-15 pc-e67 IN FEE
67
1 inch = 100 ft.
(TYP) - CbNTACT PERSON FOR EROSION MEASURES:
NOW OR FORMERLY'
ERIC A. ASA 0
�. nEED:s�s1- 86 � SCOTT TWIDDY
`• Q` Z, PARCEL #08-32i-059
"I ' ZONING: R-15-- N STWIDDY [e-mail]
NOW OR EpRMERLYLIV 1 6� n
i , , ; J sT'E Ns MILL : �$V -,?$ -33$7
AARON L. HELMS & PHASE 1
ALICE B. HELMS
DEED:6622-213 ✓ t �- \ `. ' f \� -� 3 % / x
PARCEL #07-051-007 � o{v aRORMERLY ! NOTE: INSTALL ALL BYPASS PIPE SYSTEMS
ZONING: R-20 �` \ RrinRp H. FOF{.SY1'H &
\ `` �• l - -�' LA A S. `FORSYTH -AND ASSOCIATED DIVERSION DITCHES FIRST,
LI'EED:86�-610 I
_ PARCEL #66,: 921-056 69
NOW OR FCiR�#ERLY`/�y \ 1' °� CON FCT SKIMPTo WET POND #1 PRIOR TO CONSTRUCTION AND CLEARING
MORRIs LEE RusHlr7c OUTLET BOX, SEE WET POND 01 FOR SKIMME AND SEDIMENT BASINS
DEEna92a B86 ti\. I ETAIL SHEET FOR OUTLET BOX
PARCEL 407-051--008--- '/ , \ DETAILS SEE DETAIL SHEET #3 FOR
ZONING: R-20 SKI MER--DETAILS.-
=.
$E.135-271 /0 it J UEDEED:
` �0
i 1ilA OR'FORNIL�RLY J ,
TAMES T DADS & • O \0 V a
CAROLS V D/sif�fS i
t DEED NI�L,t
P�RL NOW OR FORMERLY
Z„OYI C �tRICHARD E. G�RUBB &
SA DRA 0. GRUBB
$PBBY J \ DEED:65B4-VBO
pQvA �FAE PARCEL #0-321-056 l`
ZONING R;,15
R YVE-
J G 'R�29 �qw A �PHQSE MILL
PC
STEVENS MILLPHASE I
,���1
\' T . ��I� PC n 667
nDS) OR $D MErLl� ,� �\\C,©, •• ••S5%•' •/�'� /
Now OR FOR RCY \ , EVEN MILL
OSNVERS ASSOCr4TdON\
PLTER `WAAN19 , , V�` +R982-
'
DEED; 62,99-'� $
PARCEL 07 05�-378 ? ( ZON11G. R-15
ZON G; R-20
r
i
1763
•.c�IUG, i N ���'.f" �'
I�iiirrG ���```
" %4y
NO.
DATE
REVISION
BY
SHEET TITLE
CLEARING PHASE EROSION CONTROL PLAN #1
PROJECT
COURTYARDS ON LAWYERS ROAD
TOWN OF STA.LLINGS, UNION CO., N.C.
FOR: EPCON COMMUNITIES
PROJECT NO.
SCALE
DATE=100'
01 /02/1 9
DRAWN BY
VGK
C ECK BY
_.
��T,{+
�%p 7��7� 7���+%�p �pq�p g� Hum
LLLNll6l�JL O ` H- 1TP ILLILll1T S & �L � o LLJ " •'r-p ,ll.l.`a c.
]Manning 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 704.566.1990 704.556.0505(faF)
DRAWING NO.
4U
SHT OF SHTS

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t I - t1 ►!�l�11 OR FO MERE k� { , r` I - J
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I!- _ I DEED: A i J _1.
-��0_ .* , / A EL #08 321 006( -) f �V �\ � � � f3 , I
I II - 1 - NOW 0R FORMERLY , + ��-� ■!�■ dT A q�! �� ��J y ' i �lt�� - NOSY OR, F6 MERLY ;�
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I -- - LOIS RUSHING I le i , y� �-.--I- t� � � � ti `, DEED:'3667� -207 � � � t I
I II DEED:3386-255 yji '"-- J.. PARCEL'0831 06
-1.
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�'� "-�-_ "_ ' � - - NOW OR FORMERLY
I If - SILT FENCE (TYP) _ CLAIRE M. COMBER e
I II r~ T---
ZONING. R-20 t f 4 l
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tt r.. . ! BYPASS r \ ��I I f � � -_ C ED:08-327 �'
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' i (! t� � .: �' 1 t y 'FIELD. ,,LAN,{t -- .. ZONING-' R, 2D `� r
I - -! -/ , L . \ ` � N \ � ( \ � 14 ,\ r TRAILS A EIITI N. 4
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t,i "' f/ �� .� 1 } } 'ar�Ly M. IMCCASKILL & ,, ! IN ;,7. ' �, y 1 \\
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r F N . :t y't..., t�� ! Wit` 1 \ ! � l /i I #5 WITH ROCK
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ZONING' IR - 1 X 1 � ' , \
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- ? -STORAGE BOTTOM: 675.00 ,MACE ROB R s -' INSTALL SILT TRAP SYSTEMS / l r f j / ! r � ,r 3 \ \ `�
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/ { J I I ? J I STORAGE TOP: 668.00
�--- � '� � � /`� / I � ` � � y� ' a ' ,"'' � / ! � r � ! / r / � � r � � �= 1 { � STORAGE BOTTOM: 666.QQ
DEED:6373-p19 PC G-730 I, / I s. ( � �. ' f ( f 4 r ' . I - t ; } j
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DI_ 1 z I Roc � _y `Z, _ ' `'Y _ y -`` r ` r / r , l r �� / , I r�iti \ TOP OF DAM: 671.00
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f_. >� i� � ,I f // / � I ," rX - ��-�� -._- .' f/ �� I /� I // f g/� ---�! JF� ' '- /� � ' I; _ �\ Y1"`+.r. - '" \ \�l� \.\! �\��`,--.J `'�-_ �S,✓/'J L , , 1.,,
r --,., I 1 / ;! ! ,/; f / .i*- r-'"% / ir"'.f l ''"`� _.- r 0 r l_, , ',,� \ , -_� _„e r .) 1 1 1 1
I - _ 22■45 ACE , , �-- / r - -
1 *1 i I
R.
! / I �j�' 1 / r� ' BAFFLES �IYP. \ `j-' - j j
/ q ' /) -
i r `;- V - I- � / /',..-. r ,_ r_/ �.. CONNECT SKI ER TO NET I'CSND #2r.: j 1 J � 11 ` \ _
F I
4.'12 j
I r l) ' �' / f r OUTLET BOX. SEE WET POND 2 I I 1. 1
' I �,r l F .L° � I, / � ! �,` I S (/) 1 ! w1 �I-_"` .f ' DETAIL SHEET FOR OUTLET BOX j 1: ) IY �,' \_ \=;
l r ( l f` r f { 1� e:
` , ■ { 1 l j. �_ _ 1 ( `, / . � I',-- f'. 1' ) / S r� J f DETAILS, SEE DETAIL SHEET #3 FOR' - 1 j %, � y, 1 � /
_/
/ r
r E I SIM ERDT S,
� I, - - -� q �
{\ 17` r3 K M r ',
:
l
_ - I, , � � � I f l ,� ( v `W;-- IJ � --- r 1 / .r - - --.,-+ __ 555. i `I 1 i t , 1
1„{,.__,7 1. \ I .. F I i fr' 1` `.�; -,�- t 6 r''r r` ). f ! r r' r-j I' '}+ ' "-1
't W 1 f --_'� i? i ( ,-"` ;l`' , - � :.. a✓ S.�_� 1`.' ,/F ,:".� /' f I I ('. 1.r rf �,. %_�..�` Q ,, j:
-'"t-1 �. mot' -\ I f- i �/ ­ ' I _ 1 [ �' r d '�'-'rl�
✓r
y-. -� �' l `, \ , i 1 1) I � f_� t ) , , 1 J� j // 3 ry, i u- 1'
v- ~
_ s TY�. ", SKIIIIMER -
:
r
BAFFLE ( ) �' a BASIN #6 Jr � � �' / m ; r
- J f f I / r - rJ o!
__r 11 * `- 1 W POROUS BAFFLES l r y Xj `/ / ,. yF -�-__) JJ' ) I.1~
i ���. `-� - ) '. r STORAGE TOP' 679.00 � J fF /
• y F 1` I -• , - \, `-' r� J STORAGE BOTTOM. 677.fl0 4 - t r� _ _. 4
SKIMMER (TYP,);' ,} BASIN BOTTOM: 676.fl0 t + j --- J ,,II , -1``I
i1I
I / s r-__ .. f EMER. SPILLWAY WIDTH: 10' � 1 t r'1 ;, J,'.-r ->'.,
�, ! TOP OF DAM: 682.00 !/ j 4
r 10 WIDE \' N � j r J J 11 � ti� �. r r J
1p
SPILLWAY 1 I d 1 / ! r/ r• If ,ram, f= y;f�
1
:
1 ! J �I r I ' t .� e o '� , 5 , - a f I � f I / � � ,�; ,J' J t= ~`-� FPE`MIER Y , I, .
__ ..., 1 rs: I / 1 I r i f 1 y d�7 tIEL 17v" .'r
2 r A l_y I l � 4 .1. r f -t _ % t' s LLEY IIIUKE"I
1 i SKIMMER (TYP,) . :,-� I i j ' { ( ! l ( - �. - �: - _y µ�j - DEEB:3457 e49 Z 11l l 11!
i � 1l � - r " � r 1 ! � } " ' '� - r e r PAfIcEL #ae- 2l -zd �,�111
BAFFLES (TYP.) ,; � � `, n dL _r ,L `_- - _ ZONING: R 115 CAI �/
_ 1 r . i r �- }, H a .�
SKIMMER TYP. r' F r Y > -- _ t ` p. ✓y /
C ) �I .. / DiVERSI ITCH - / 37 % > • S3j•
- , / j , ., NB C1R `FORM I�7�Y ;~ �',,-- -. - - � � �'
0. M AC.
r 1 �r
- - - Now tr - oRerE ,, r •
- / 4 WITH ROCK �c _ r
/ 1 j # JE RY ➢I , ALLI S. &� q STEVEN MIt1
+�� __ - l r 74COB T. MC. 0•
l "I + �' 1 CHECK DAMS (TYP.)-, C�L1A-...S. S"T t�zN,U. � 1. r, FHA 2 y ti
BAFFLES TYP. r _ DBED¢61be ,ff ` / = _
( ) ,3B ` SECTION 4
- -- -_ a�� -' r _ a DER!) B89 % [
_ t - X---\' U^.P@RZV, #OS=39l;�4� -� -', 1,7�: i_PARgE JOB-3Z1-,_ 0, ,PC E-136 L
-_-- ZON196-.'-R-15
/� SILT FENCE (TYP.) ] 7 37
` ti__. r , __ , Nalr`'vR F0m Iz r --_ - � ­_ -- -: - \" �- \!
Y+ - .. - - _ %' _ ; ; .- DW 4R 70hMPkY '' PAME1aA ,ii.-MF A s---� -49 \ , �%\ -`___ 38 i' • Z
' ' ROBERT 1 CGiGH &) J BEEii: 370 7Q F 1s1 I 'j ¢ : ••
OUBLE HIGH ( E � 1 S_ v MLL /� i •••"•/' E.•
.%
m-% OAIYdsT-A. C HnAN"If;uol PARCEL.-#08-32"1-150_� _3, 4 --'iA3'E'.z I ✓ •.�'+N�.• \
E AZARD SILT 0 1., I, / / � \
- IJ�ED:6 55 37 ;ZBIdI#C: X_-15.__ ---_�. 3EC'TION 1 /
M
- Pc L-ss7 f } -FENCE TYP. a PARCEL : o3-3z1 53 0 _ � 1 EIS! 1t
1�� - a ` b r ZONING: R-1 / /' /11 111
C' WIDE e� P _ _ e`-- 'S z 4 l -' _ 1I 11411
0 -
z _ 53 L �-
r
a
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'SPILLWAY 1 z ,
cA C) o P O
si
ST E S:I MG[.G � !� o E N
0' WIDE o m x t" c'ics c? m F!z � PHASE 2 ' l `\ - / 48
f -
. I
I
I
I
1
I
1
j
I
J
CONTACT PERSON FOR EROSION MEASURES:
SCOTT TWIDDY
[e-mail]
803-389-3387 1
NOTE: INSTALL ALL BYPASS PIPE SYSTEMS 1
AND ASSOCIATED DIVERSION DITCHES FIRST, 1
PRIOR TO CONSTRUCTION AND CLEARING
FOR SKIMMER AND SEDIMENT BASINS
TOTAL SITE AREA: 50.337 AC.
TOTAL DENUDED AREA: 43,556 AC.
DENUDED AREA IN STALLINGS & UNION CO.: 42.562 AC.
DENUDED AREA IN MINT HILL (MECK. CO.): 0.994 AC.
LEGEND OF SYMBOLS
DENUDED LIMIT - DL - SILT FENCE i iiiii�
SKIMMER BASIN4w TEMPORARY SILT DITCH ---w ---w
CATCH BASIN PROTECTION 10 STmu CONSTRUCTION EM
ZED
ENTRANCE
ROCK CHECK DAM
SKIMMER BASIN
HIGH HAZARD SILT FENCE -111111 IMTH RISER
J
CALL
INC ONE CALL SYSTEM
BEFORE YOU DIG 1).
CONTRACTOR IS FULLY RESPONSIBLE FOR CONTACTING
APPROPRIATE PARTIES AND ASSURING THAT EXISTING
UTIUTIES ARE LOCATED PRIOR TO BEGINNING CONSTRUCTION.
2).
CONTRACTOR IS RESPONSIBLE FOR PLACING BARRICADES
USING FLAGON, ETC., AS NECESSARY TO INSURE SAFETY
TO THE PUBLIC.
3).
ALL PAVEMENT CATS, CONCRETE OR ASPHALT, ARE TO
BE REPLACED ACCORDING TO STANDARDS OF THE NORTH
CAROLNA DEPARTMENT OF TRANSPORTATION AND
CMUD SPECIFICATIONS.
1-BOD-632-4949 4).
SHORING WILL BE ACCORDING TO OSHA TRENCHING
STANDARDS PART 1926 SUBPART P, OR AS AMENDED.
AVOID UTILITY DAMAGE
GRAPHIC
SCALE
0 50 100
200
( IN FEET )
1 inch = 100 ft.
THIS PLAN IS A FINAL DESIGN -NOT
RELEASED FOR CONSTRUCTION
UNLESS INITIALLED%DATED A A PR`0 VED:
�'
APPROVED: � / l
INITIALS DATE
400 1
NO. I
DATE
REVISION
BY
SHEET TITLE
CLEARING PHASE EROSION CONTROL PLAN #2
PROJECT No.
SCALE
100'
DATE
01 /02/19
PROJECT
COURTYARDS ON LAWYERS YERS ROAD
TOWN OF STALLINGS, UNION CO., N.C.
FOR: EPCON COMMUNITIES
DRAWN BY
VGK
VICK FiY
YARB i3OUGH-MILLIIAMS & Hc1 m,, INC.
Planning 0 Surveying 4Engineering Pl
30 W' Oak Court P.O. Bo 7 Windsor a x 1198
28 ' e Carolina, NC Corporate Charlotte, North Ceralina, 273 PinevLll , North 28134
Registration C-0475 704.556.1990 704.556,0505(tax)
DRAWING NO.
SHT 24F 40SHTS

1 i 7
11 it r % LOIS K. RUSHWG i %r r
v r + /
DEED:6I30 20MECK) i !`
-06 NION #OS
MECK 197-063 -3�1-(J{)5B//e �/
ZONING. R-20 /! lC�� 41 ! 12 \ \\ \
90
10.25 ACE x �)
2.81 AC.
? r]
-/e ray©
OFFSITE -
- OFFSITE
' -- - '-�= + r,r � ��. �� � _ - �- BYPASS t ! T
�% / / / l� '!���`
BYPASS
_
y
1
28
144 _ . OI�MERL"l�- _. �r �_ \, c, .. �C _ � .- .. � �' ,' r �
"
ppe�rr rr�
1 r TEMP. cONSTRUCTIONNEPITRC ( \ �� l' _ l ✓� /, ;
�'"-3" COURSE AGGREGATE, 6" DEEP,68 /. - � � , e, %'94
� ` �, ,; - I � � 4■ y ,
24' WIDE & 100 Lq(} ((±± �L; r, � - /� , - - -_. - _ ! ! y' q / \.
Y�Ywuy_._�., :r _r � �' G7` i
/ - 'r�1 \,
ZONING' R ," 1 SKIM�MER� BASIN 5 _
'/ W SKIMMER �t POROUS R LY ��� �� l ti'J r' �,i� �, v v
DENUacD , SKIMMER BASIN #3 oU3 BAFFLES'r�o �( -F0 Fy , 26. R 1 r,.
, f 1
LIMITS TYP. .-STORAGE TOP: 677.00 'HILLIF�D. ROBF14 � v � 1�4 "` y _ v'96
: r :
W SKIMMER &POROUS _ - BAFFLES'
� i
k o R7S \
� ::.;STORAGE BOTTOM. 675.00 �' - '- _ '' / `'" ; � or `"� �
--STORAGE TOP: +677.00 ICE 4.948=235 ; r ` r 930
STORAGE BOTTOM: 675.0 BASIN BOTTOM: 674.00 OB- 21'-005K r��. 25 _
�v�
BAS#N BOTTOM. 674. 0 EMER. SPILLWAY WIDTH: 10' -�g�j� � -
� 00 • � TOP OF DAM: 6$[1.00 �
EMER. SPILLWAY WIDTH. 10 �
TOP OF DAM: 6$000
, - , W a�_FDR14IE3LY - r , 1'0
/ PH SkOBERTS _ IP D. D•y; ,� 13
I� � �'D: 73-019 ��yy-C G-730 `
fb PARC, 08-321-005-C -
2 NI G: R-2Q --!#,INSTALL RISC H M / -
1 p ` - _ �._ - - -�
y pL ♦ �. � /I N SWALES FOR BYPASS L �y �' \ i
SYSTEM
\ is
11 *� �� 1r E 4
-.f I /� r \ �.1-� �j -� l/.
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m
a
1.. INSTALL ILT TRAP ! / 6 'p� ^ \. 6
_
_ - 19 . �'
SYSTEMS IN CATCH �/ � ,- 5 ' - , --BASINS AND DROP r - ;' � \
INLETS (TYP.) / y�/�I ♦� ; r 3717
L
ff
4 ,
A l
:
i ; / 1
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LJ 2O rs I I o 90�- �G4,� 1 8 •��1 r, / � r r I r i I I,/ p
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r
BAFFLES
-
SKIMMER TYP.
. Q ( )
i ti L 6
,
f\
1 a r J;
.L cJ
,
rBAFFLES TYP. -�i% s 10 WIDE t*ti ts, »1 �. „ S: 1 a r
\ \� NO II OR FQM RLY 1 'I I Y t,�i,fi r - - r m 2D Q J
FRYE' PARTNRRS LLB
1?8E'D:,6616- 69 89' Ado
�: SKIMMER (TYP)
PA CEL'' Q8--�321, (j w \ �o \ INST LL SILT AP t►
IZ # 14' WIDE� ? -ZO 1NG' R- () •j , ` MMER (14Y f-s SYSTEMS IN CATCH -
\ �' I SPILLWAY �� % 2m' BASINS AND DROP2``. 1. "
INLETS (TYP.)
i I 5OFFSITE,'I _ a
.
�- --
�`'� ItIIiAMEi� TYP
� C r - -
/ \NOW oIz IORMk�I
' '� / , ,• , i , � ; •. , � f � � � f - _... __, �, -� _ � -, �' _- �_ 1- - -- r✓ '� I - JE Y- R�: S ALLII�GS & ., .,, t , ..
/ \ ` /� Q ) r' i '' r CLLIA-5 aTALtfNQ5
f r AFFLES
> •� (BYPASS � - _
� /- � \ �r `� � , �, v BAFFLES TYP.) �
e )il `i - -' SILT FENCE (TYP.) , r
/ - Y
1 \ e �rr -r �' I( R FO S- ZONI . R 13�
- NOW (J �� -
\ PAMEk.'A ,H, M sER - ,i
jJ0F9 FORMELY I f'
ROBE'RT1,E. COCA & DEFIY:1376 7-0 - lr'.r'S , s MILL r
- W'z� � OANN..A. COCHRAN U 'PARCEL, J08-�21-150_'.� :' T' MIA E ,2
/ �7 C �r - o'',I DEE71:6�55='37 ZfilNI R-15- _� SECTION 1
PARCEL : 0$-32. 53 ° / ,` =` PC D-987 k
/ � I lr,�l�r.f -; f = I j' T ,� _ I ' � G f'►��Lr _ -f ,o._ ©t�s-,t,•e'xo� l? ZONING: R-1q-
F
/ q
- _ - -
NOW OR FORMERLY
♦ /!f; ( - RICHARL3.�` BRIGS &. II.2 A�{. "w oa ` sTEyENs MALL 48
1 - 0' wID� � � 1
-I3DNNA BRIG S 'cr ILL Y d ROW Hl Fig �o� z2, PHASE 2
r 'V eta or z "cD �' ~�
f \ AZARD SILT m z
SECTION 1 /
_ DEED:N A` �,,, A x ? 1+ PC 1,
AD /
' ♦ / 1 i //r; ? \ PARCEL 8'-321-"005F j t?o 2 ,�.... `FENCE TYP. � '®. n I ti,� 1 -
�� . f'- # i \ �'. 10' WIDE _ x ., TOTAL SITE AREA: 50.337 AC.
/ r _
.m / f / i i ;; r ,. -�`-'--Z-6VING: R . Q / i' NS ALL ILT TRAP \ SPILL Y KIMMER BASIN �6
i " \-" r _ S SYSTEMS IN CATCH 2 r, -� �. m
/ > C 7: �a � � N
POROUS BAFFLESTOTAL DENUDED AREA• 43 556 AC,
l BASWS AND DROP ; - IORAGE TOP. 679.00 DENUDED AREA IN STALLINGS & UNION CO.: 42.562 AC.
r I - : INLETS�TYP. r ° r v r cy o� z o �C1 =y 1
r/�j'Er 3 1 ■ 72 AC._ lJ - /' �' _.-'- .. T r k+1'z. I _ S1 C7 C^b^eup.Z) m} ice.-O� ,' j. STORAGE BOTTOM: 677.00
\ -, ,- y n y DENUDED AREA IN MINT HILL MECK. .994 AC.
f /�•?` r .t ritos rJ L F \ CO.):�'
-'I ' SKIMMER BASIN 7 58 BASIN BOTTOM: 676.00 LEGEND OF SYMBOLS
f'-N0•W OR FOW' ERLJ 1 z # ��r STEVENS MILL
WILIIAM n. SNOW m I EMER. SPILLWAY WIDTH: 10
--ey
YW T PRASE 2
l / POROUS BAFFLES DL -
,, �� \ ` �\ // / /, j (.{ I / \ / 1 +I % -T I �`t CRYSTAL' AWN; SNOW ` t m c 59 SLCTIOtV I TQP OF DAM: 682.00 DENUDED LIMIIT SILT FENCE}-
. f r✓ `'�?-.' ➢ c c, 676.00 TENS MILL PC D 997 �-
� ` EED N/A - I _ :STORAGE TOP' I r
�.v r - - - t�O-PARCEL 08, 321 USE 1
` --"�� ��� ✓ _--' /l /). 1 , I• �'' u '`�-----_j `_ r-'` ��. ! Ccj' "NOW`OR FORME L'!- ` ZON'INCc-RT25 i'tv+'ycri`STORAGE BOTTOM: 674.00 D-667 `-
`i� SKIMMIER BASIN -�. -r►
kENNEf Y KI IR] D RILE `� 6 BASIN BOTTOM: 673.00 _ -� r l TEMPORARY SILT DITCH
/ t a Fy4 D ED:5965-238
\ _ r_,'\ PARcL #off-s1-063 \ EMER. SPILLWAY WIDTH: 10OA� r - `�
'+``~�''. \ �" ♦ J J - `` r" ! y/ /% 1/ I :NOW .OR, FORMERLY \ - - -
1 \`oNINI. 1a-15 \ems TOP OF DAIS• 879.00 LL CATCH BASIN PROTECTION STABWZED CONSTRUCTION
\ '. - ;;`, �,/ j'';• / 1 �� r) % 1 k 1 - ,,ORRIS -LEE RUSHING _SILT FENCE TYP 64 F�� I 6? �- _ E��lV" ENTRANCE
DEE 7:NIA //r ff • -- - STEVENS MILL �. S� ROOK CHECK DAM
Moll,� �f 01 - �;M) ` `PARLCEL #D8-3-21'--`0Q5D - t. r. J _ J � RASE 1 ` '� - ` 87 SKIMMIeR BASIN
/ (" � 1� j~ ZO,)ING: R-?0 J s - C\D-667 l HIGH HAZARD SILT FENCE MATH RtM
- r
` T•. / I F r ' L r ('� i /� 0 OR FORMERLY 86
\ ✓� `• {r.' ' �' i �l ' ) L J I =', _ _ -- - - CRAIG IL- BRISTOL & 1� .-,� `" �� 1 8J� -•,KAREN L-BRISPOL r
DEED:4O55�34,( A - 84 _� CALL
# .-^` / i - NC ONE CALL SYSTEM
e �w�� - ,'�+ q / GCS _ PARCEL 08-�21-062 'I I / G'� 1). CONTRACTOR IS FULLY RESPONSIBLE FOR CONTACTING
/ /e vvvvAv"c+� sv�l �'� �� t� SEDIMENT BASIN I S �sZON7N^ R-IS - f PHASE 2 BLFatE You DIG
J \ ✓ STEVENS MILLI APPROPRIATE P A ASSURINGEXISTING
_ ,1 'I �1 UTILITIES ARE LOCATED PRIOR TOBEGINNING OO STRUCTION.
- - SECTION 1
_ 65 � 'r
i, �_-_� STORAGE
SKIMMER & LPORO/US BAFFLES f s c ,. ��� I` �✓, / / PG' 1?-997 `5 2). CONTRACTOR IS RESPONSIBLE FOR PLACING BARRICADES
- STORAGE TOP: 666.00 '_ USING FLAGON, ETC., AS NECESSARY TO INSURE SAFETY
/!
lr \
To THE PUBLIC.
/ �• NOW OR F RMLRL
F ' IMOTxY. fAa� sP� MAN STORAGE BOTTOM. fi64.00 b u- ROW HM I BEM r ,r f r
/ �+ p n AZARD SILT - '/ 1 3). ALL PAVEMENT CUTS, CONCRETE N ASPHALT, ARE TO
'D�iEI?: l /� t � / BASIN BOTTOM: 663.00 :�� �. y�1 / i, / \ 8Q ! f BE REPLACED ACCORDING TO STANDARDS OF THE NORTH
- 4� ( !- % GAROLINA DEPARTMENT OF TRANSPORTAT10N AND
EMER. SPILLWAY WIDTH: OUTLET BOX j r 'FENCE (TYP , s3 C
2�4 005H % Now OR F6 MERLY , /, \ 1 - -
TOP OF DAM: 669.00 -� :Z A A,RIAT TEKLEMARIAM ''�n4 / \ 8r� j v 1 SHORCMUDING
SPECIFICATIONS.
/ _ 1 800 632-4949 4). STANDA WILL R ACCORDING TO O. O TRENCHING
-I f' ,p 'I f�j' Q STEVENS MILL 1 i STANDARDS PART 1828 SUBPART P. OR AS AMENDED.
a ;' , 1, DEEA:CSQ3 '469 .I 1 f 1 r \ f 1 PHASE 1 f f AVOID UTILI DAMAGE
/ V ` PARCEL 08`-321-tJ61 - j
r ? c _ r ; +C44 PC D-667 i
/ / � _ .. -\� jNOW OR I FORMERLY A / i ! ZONING: -15 T_ / l'` _ 1
i iIING, J. l a <; , s - r ' �i GRAPHIC SCALE
/ / / MORMIS 'LEE . s r 1 j RAp C A
DEED: N A
F �iRG L #KB-;321 00I7 i ! ! 79 I
100 0 50 100 200 400
/ { A ♦ Ilk rS Z NI2 G: RIB 2O, f �, 1 NOW 'OR FORMERLY
C`IJNT0 W. THOMAS, JR.
.�_-� DEE'D:5072-792 \�J �� ( j k STEVENS MILL
L - ;PARCEI8-321-060 PHASE 1 ' f
-� y`� W ZO�INU: R-I5 PC D-667
4e �' '__ �, \ •.�\ ��` / -�I ` 67 - t { IN FEET }
BAFFLES (TYP.) _ Q j f 1 inch - 100 ft.
/ '1. \ �\ / % NOW OR FORMERLY , I
e / V O 78 1
ERIC 5 AWE
PARCEL #6 �3>�18�059 ,7
r 1 THIS PLAN IS A FINAL DESIGN -NOT
ZONING: R-115-- -
NOW OR FORMERLY ✓r'
% AARON L. IRLMS & ! / STEVENS MILL ti
�- - � y_ _ 1 ~ , i i R.ELEA SE,D FOR CONSTRUCTION
PARCEL #07-061-007 �._ l ! Now oR PR2
MERLY 77 CONTACT kRSON FOR EROSION MEASURES:Z6NITVG: R-20 ! 7/ •� ?IH4&UNLESS INITIALLED/DATLD A APP DVL'D:
' `znA s6ioTN SCOTT TWIDDY LAPPROVED.
, {@-QS8 69`� INOW oR-FORMERLY -L [e-mail]
/ MORRIS LEA RUSHING 9c - r CON ECT SKIMMER"'TO WE? POND #1 `_� INITIALS DATE
PAULINE S---R,USHING j( I'86 o : \ OUTLET BOX. SEE WET POND #1 �j - 803-389-3387
DCD o 051� OfB--- - ' ETAIL SHEET FOR OUTLET BOX !
/ # " �• DETAILS. SEE DETAIL SHEET 43 FOR 1
ZONING: R-20
�s \ . SKI MER_'ETAIS. E7B
/ 1 ` FURS ELNG1,ERT _
e / \ r f DEED 1 y� 27Y 70 f 1
/ ARCEL #08-3 4� 21-057 > j
&Y
�EN7
\ I CAROLS DAVIS
064-376 '` \ NOWT R FORMERLY%Jr
/ \ / ,A ,MCHARD GnUBB &
\ Z0f1II Jt- e�
NOiV OR FORMi
PASPOBEBLY J PRPARCEL #0bR3�1-056
ZOY�NG:,1D' 5
UNf I
O r 054 -,377 71)
� S7"EVENS M LL \ f
a �= :yy I /
�pNiNG R 2Q ��' �� PHASE I
PC D-667
74
\ r
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PHASE I 1z
PC D--667 / / �H �n 0L
ErJ o MI
PETER W&13�
EFLS#\ \ / \ ` ��� . �SSI ' • !�
.,Now, OR t o'MERGY \ R A'SSOCIATI073 \ � � / •• i
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l ` ! EEED,62, 2�� + 08-921-:f13 \
PARCEL jq, Q�4 ,378 / { \\' Zm�ING: R�15zz
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NO.
DATE
REVISION
BY
SHEET TITLE
EROSION CONTROL PLAN #1
PROJECT NO.
SCALE
1"=100'
DATE
01 /02/19
PROJECT
P
COURTYARDS ON LAWYERS ROAD
TOWN OF STALLINGS, UNION CO., N.C.
FOR: EPCON COMMUNITIES
DRAWN BY
VGK
CHECKED BY
VGK
INC.AWING
Yi9Il�BRO�]GH-WII]L]L]Cl MS & H®l{ m.1L.1
Planning o Surveying o En sneering
(rer�►) (-�s}
730 lfindsor Oak Court P.O. Box 1198
NC Corporate Charlotte, North Carolina, 28273 Pineville, North Carolina, 20134
Registration C-0475 704.556,1990 704.556.0505(fax)
NO.
ISHT24F40SHTS

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■ ! ' ��' j" l PARCEL ,#08- 3211 055 ! �7
1
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-
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! 11 - �► PODIN Fox COGGINS
! ■ I \ u DEAD WI �E 416
■! r� 1 81 PARCEL #, 08-,4� 321 0
!� NOON OR FORMERLY � � � ZONING:' R-20 DOUBLE ROW HIGH -
:I •
rr �i MINIM IS RUHINd --B HAZARD SILT
r so *m 1IIIIIIIIII DEED:NIA I FENCE (TYP.)
r_� /�' P R EL 08 321-000' vv r 4
NOW OR FORMERLY +� r� \ NOW OR FORMERLY
! LEMMIE RUSHING & ♦� T>t• oT>: ■ ■
� S �. NEN
AMIE F �+II
LOIS RUSHING DEEp 38$7 207
! DEED:3386-255 it \ l \
` ♦ MECK 197-062 13 UNION 08-321-006 r � 41nr �� - • ! AARCON , 08 R-2 -,Q 6
! rj q:,OFFSITE, - �� ZO LNG A,: 11
ZONING: R-2{} r�{1 v v NOW D FORMERLY
! r �5 \ SILT FENCE (TYP.. CLAIRE M. COMBER
BYPASS /'' \�' 1 �\ ` DEED:4337-57
PARCEL #08-321-044
FIELD LARK
TRAILS ZONING: 'R-20_.
' \ AILS AD,01TION
f # ♦ ,'8 \I PC a-,'�A \ SKIMMER BASIN #4
NOW' OR' FORERLY
i \ 14ILLY? k MCC,9SKILL & W/ POROUS BAFFLES
o \ , S,UE A 'MCCASKILL '` (``STORAGE TOP: 680.00
\ 1 D ED NI STORAGE BOTTOM: 678.00
NOW OR FORMERLY r� / n 8 ARCEL y�08-321 0.�5
r ! v BASIN BOTTOM: 677.00
LEMMIE RUSHING & / !I / \ ,�\ ZONING R-2Q
Uzi LOIS K, RUSHING j �' /!L ! 1 6� \ EMER. SPILLWAY WIDTH: 1�
A MEcx r' ' 76 �� 89 \ � TOP OF DAM: 683.00
DEED :6139-2 )
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- 1► o
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ry � � �/ �-7
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NI G R , , -: - 95
zo N . ;SKIMMER � --- �: � �
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/, \ \ \ \
DENUDED ,' SKIMMER BASF SKIMMER &POROUS BAFFLES OW FaRM�RL� �� �.
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IM TS P HI LTD. ROBER S /
-LIMITS _ (TY .) ,' _STORAGE TOP: 677.00 L _ .. T. -- ^ � , / � \ \- 14� �\ \ _ \ ' I
W SKIMMER & POROUS BAFFLES / , \ s
S. ' ROBRTS / / \ \ DOUBLE ROW HIGHti ^
/ STORAGE BOTTOM; 67SAO t or b�` \
STORAGE TOP: 677.00 - �" ,� ', \` i. 131 � -
TIE 4948-235 - ,ta y 3Q I �! � \ ' \ , �' AZARD SILT
BASIN BOTTOM: 674.00 : \ ,
STORAGE BOTTOM: 875.00 RCEL 0�-��2-oosx �'S � /: � o.: �' \ ; \ ' � , - \ -' ��� FENCE rYP.
r( )
_ 141
EMER. SPILLWAY WIDTH: 10
'BASIN BOTTOM: 674.dd 'ZON 'R-:2�-
'- TOP QI. �, �: \ 5 \. p.
EMER. SPILLWAY ; . OF DAM_ _ 680
WIDTH. 10 � � o, f' ,%' � � \ � \ 1 ��� \
�� 4 SEDIMENT BASIN 2
TaP F - - � � ��
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�. _ ! \ \\
\ '13� � S
PAR 08,321-oA5c' �3 , 59 ��_ 32. ,o\ � � ,,� � � \ _ ; � �,7,` �, - 'STORAGE BOTTOM: 666.00
m n C C # ! !t \ w: \ `\ 6 \ \ BASIN BOTTOM; 665.d0
e, r° �D(: Z NING. .R 2O_. - - INSTALL S F E M \\' 239 \ ti' �:
O y \ \ \`' \ 1.34 EMER. SPILLWAY
DL C CoS fI N SWALES FOR BYPASS / y __ �` 4�' _t Y 1MDT11: OUTLET BOX
O L �j r_�
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ERLY
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ry, '� r \ _-- - \ \,_ �,\ DETAILS. SEE DETAIL SHEET #3 FOR'' ;
7 �F F
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:
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,NO , OR ORM LY ,\f x e wr*M0'
\� +>r*0 2
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: ;'41
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5PILLWAY I\ MMER (T } _ SYSTEMS IN CATCHL��` �, ... SbiELLEY U; 849
' i, _ ` :�, :U ro c.� --: °' _ 29 , BASINS AND DROP ��` _ - -- = 1111II!!
, � :-- . -' ` D$ED:3457=849
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OFFSITE 4� �� _. <
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' KIMMER TYP. ;'r ,�' ,='� - l -` ' �- R
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NOW QR F`aRME1�LY\ '' ;'••e+• e'
� �� 4- jL JERRY W. S,TALLINGS &-., ,� - ` `STEVENS` MILL i
o :Q CELIA-S:'_ STALG! �5 �, MCCULLOCN \ PRASE �^
+. BYPASS
/. BAFFLES 16Y .) N - acDe D 61.5B-zs9.; _ /
- DEED:8S9-3fi7 ` SECTION 4
_.- - _ ✓_� PARCEL, #08--321 2to.:- _
�7 ) PARCEL-#08 31--143 PC E-136
' \ `► J • =r SILT FENCE (TYP.) zONINC::'R-15 6 7
T - _ zolvl�rG: t�-r5
NOW'OR OR FOI��I�IZLY - - - t - � _ - - ��T
Q
PAMEIy4.ri: ME'�SER 49 .,� 38
N T'E. CbCHR''N &' !` ➢EFD1370 0 STEVENSMILL •'•� :'•
OANN A. COCHRAN`TRUST (PARCEL JOB-32b-15ff '_ ` / L .N{', f t-:?; - # k PIit15E �' �/ !v
` s'DEEP:6655 `37$ ZOl?TAG' R_ -15. - -` . SECTION 1 / J� \
�
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V �� m'� .'' PARCEL :i�08-321;-153 "..}- �- PC D-997 //// CEhi7 G K-�\\\
NOW OR FORMERLY
_ _ - o r a ' �' z0N1NG: R-1s 'O
b�j a ' h's z z 1 RICHARD.- LEE BRIGGS & .2 �cnd o s o
O' WIDE z o r u cri STE'EN3 M LL \ (( L
v �, a c7ca x1, 7 m o �; x 48
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nor f \ 1 _ r7_ fnl onw ul u, a nG -J'1 c CG 7 q .-+zt d.CFJ
CONTACT PERSON FOR EROSION MEASURES:
SCOTT TWIDDY '
[e-mail]
803-389-3387
TOTAL SITE AREA: 50.337 AC.
TOTAL DENUDED AREA: 43.556 AC.
DENUDED AREA IN STALLINGS & UNION CO.: 42.562 AC.
DENUDED AREA IN MINT HILL (MECK. CO.): 0.994 AC,
LEGEND OF SYMBOLS
DENUDED LIMIT _ DL SILT FENCE I I I I I I
SKIMMER BASIN W
TEMPORARY SILT DITCH -+ -►
CATCH BASIN PROTECTION STABIUZED CONSTRUCTION
ENTRANCE
ROC(( CHECK DAM SKIMMER BASIN
HIGH HAZARD SILT FENCE-I-�•H••i-�- VATM RISER
CALL
NC ONE CALL SYSTEM 1). CONTRACTOR IS FULLY RESPONSIBLE FOR CONTACTINGBEFORE YOU DIGAPPROPRIATE PARTIES AND ASSURING THAT EXISTING
UTILITIES ARE LOCATED PRIOR TO BEGINNING CONSTRUCTION.
2). CONTRACTOR IS RESPONSIBLE FOR PLACING BARRICADES
USING FLACON, ETC., AS NECESSARY TO INSURE SAFETY
TO THE PUBLIC.
3). ALL PAVEMENT CUTS, CONCRETE OR ASPHALT, ARE TO
BE REPLACED ACCORDING TO STANDARDS OF THE NORTH
CAROLINA DEPARTMENT OF TRANSPORTATION AND
CMUD SKOIFICATIONS.
1-800-632-4949 1)• SHORING WILL BE ACCORDING TO OSHA TRENCHING
AVOID UTIUTY DAMAGE STANDARDS PART 1926 SUBPART P. OR AS AMENDED.
GRAPHIC SCALE
0 50 100 200 400
( IN FEET )
1 inch - 100 ft.
THIS PLAN IS A FINAL DESIGN -NOT
RELEASED FOR CONSTRUCTION
UNLESS INITIALLED/DA TETD AS APPROVED:
APPROVED: 7 .
INITIALS DATE
NO.
DATE
REVISION
BY
SHEET TITLE
PROJECT ND.
EROSION CONTROr'
l.l ,L r""" .'i � �F�'
SCALE
=� 00`
DATE
01 /02/19
PROJECT
DRAWN BY
VGK
COURTYARDS ON LAWYERS ROAD
CHECKED BY
TOWN OF STALLINGS, UNION CO., N.C.
VGK
FOR: EPCON COMMUNITIES
YARBROUJ+GrH-WII]L]L AMA & Houm. INC.
DRAWING ND,
Planning o Surveying 0 Engineering
MI
73 mdsor Oak Court P.O. B)ox 1198
NC Corporate Charlotte, North Carolina, 26273 Pineville, North Carolina, 28134
Registration C--0475 704.556.1990 704.556.0505(fax)
� �O
SHT E SHTS

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YARBROUGHMILLUMS & HouLE6 Im. ... ..
Planning C, Surveying o Engineering ; -
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730 Windsor Oak Court P.O. Box 1198
Charlotte, North Carolina, 28273 PineviRe, North Carolina, 28134
704,656.1990 704.556.0505(fax) ­ - .. - - ISHT
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Plant Schedule
QTY I SYMBOL I SIZE BOTANICAL NAME 1COMMON NAME ROOT I SPACING I COMMENT
OVERSTORY TREES
67
LO `0
2 CAL.
Quercus laurifolia
LAUREL OAK
B & B
AS SHOWN
8 FOOT CLEAR TRUNK
60
LE
2" CAL.
Ulmus parvifalia
LACEBARK ELM
B & B
AS SHOWN
8 FOOT CLEAR TRUNK
68
SRM
2" CAL.
Acer rubrum 'Franksred'
RED SUNSET MAPLE
B & B
AS SHOWN
8 FOOT CLEAR TRUNK
ORNAMENTAL TREES
111
RRC 1
#15
Lagerstroemia 'PIILAG 111' PPAF'
I RED ROOSTER® CRAPE MYRTLE ICONT,
AS SHOWN
s
4- NOW OR FORMERLY
s� LEMMIE RUSHING &
LOIS RUSHING
�" Y �� DEED:N/A
'- i PARCEL #08-321-006
NOW OR FORMERLY ZONING: R-20
LEMMIE RUSHING & ♦ - .
LOIS RUSHING
DEED,'3386-255'
MECK #197-062-13 UNION #08-321-006
ZONING: R-20 i
STREET TREES SHOWN ARF SgHEMATIC IN NATURE AND DESIGNED TO MEET THE REQUIREMENTS OF
APPROPRIATE ORDINANCES TO THE GREATES T EXTENT POSSIBLE. STREET TREE LOCATIONS MAY NEED TO BE� --
ADJUSTED, OR STREET TREES MAY NEED TO BE ELIMINATED DUE TO UTILITY SERVICES AND OTHER SITE
CONSTRAINTS AS DEEMED NECESSARY BY APPROPRIATE AGENCIES AND INSPECTORS.
NOW OR FORMERLY s /
LEMMIE RUSHING & �r� /
L013 K. RUSHING
rr DEE'D:6139--20 MECK) /
i. MECK # 197-062-06 Rim #08-321-005S
ZONING: R-20 4S /
01
Q
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NOW OR FORMERLY
f PHILLIP D. ROBERTS
�. DEED:30529-688
1 ` PARCEL #197-062---12
ZONING: R /;
C j INSTIL RED ROOSTER CRAPE' s' NOW OR FORMERLY oS
MYRTLE TREES AT 35' ON CENTER � I i' - � PHILLIP D. ROBERTS
WITH BOULEVARD DIVIDER MEDIAN �� MARIE S, ROBERTSCrj
ie DEED:4948-235 / 3U
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8
8 13
�• NOW OR FORMERLY !, PLANTINGS IN STREET RIGHT-OF-WAY
8 j' JAMES J. FINNEN ~ y
GENERAL NOTES DEED3887-207
-�]+►( j''' • /�`? sYt Ae REo AT VARIOUS LoA OIN rl- L�oWN AREAS TO COMPLY WYTH TLE LPF WNPARCEL #08-321-046 !. c STPEET5CAPE AND
AND 0
7PER ZONING PEGLAREBALL 071•ER INSTALLATIONS OF
IRRIGA7lON SYSTEMS WlTHN THE RIGHT -OF -WAD OF TOWN OR
��•,7 ZONING: R-20 , %'' '� � 11 � -^`, STATE MAINTAINED STRMT5 REMRE AN ENCRCAC,PMEW AG-&EEMEM M<ECUTED TI-ROLIGH TY-E TOWN OR NCDOT. THE TOWN'S ENC:ROACHMEW AQ2EENENT
x _ 4 - NOW OR FORMERLY '...may REVIFIWTTAL, WAAPROVAL PROCESS MAY INCLUDE ADDITIONAL REQLREMENTS. CONTACT THE 7CM'N OR NCDOT FOR ADDITIONAL NFORMATON REGARDING COST,
Q 51L AND LIABLITY N5URANCE COVERAGE ReQUIRENENTS.
8 �(- A. , CLAIRE M. COMBER '� 2. A DRAINAGE SYSTEM 15 REOURED AS S IOWN FOR ALL WOWED PLAINTN IG AREAS LOCATED ADJACENT TO STREETS. ALL IRRI6ATK]fWPR NI NAGS SYSTEMS
'\ 1- DEED:4337-57 .. ` NOT REOLNRED 9Y THE LPTOWN 5TREF-7 GUIDELINES 125OU12E AN AGREEMENT EXECUTED BY Tt-E TOWN OR N ODOT F^OR TOWN OR '
PARCEL #08-321-044 STAINSUTE-MLAE TA1N1ECOVC-RDA6E R" ErxnRE1 CTVELY. CONTACT THE TOWN OR NCDOT FOR ADDITIONAL INFORMATION REGAP IG OAST, SUBMITFAL ANC LIABILITY
\ ZONING: R-20 3,
` 1`�' - o- FIELD LARK AN E�CTION SCL INSPECTI�.A-E NNCLL.D®E FORLOWINGT S THAT WILL BE PLANTED INTI-E sTRC�7 RIGHT OF WAY DUE TO ZONING OR OTA32 REQUIREMINT5, -
� TRAILS ADDITION
,t'" PC B-185A \ SLI-DRAINAGE INSPECTION
0
4 - y .. TREE PIT✓INFLi. OR MANTNSTRIP G STRINSPECTION .
NOW OR FORMERLY SOL Max APPROVALS/NSPECTIONS
} .. 8 HILLY M. MCCASKILL & THE APPROVALSAWECTIONS - PR IQB TO PURCHASING THE TREES. TO BE MADE BY THE TOWNS REPWSIEK7ATI`4 - -
'� •�° �! SUE A. MCC'ASKILL TINS MAY NCUDE PHOTO APPROVAL OR PARTCIPATiON IN TACGING Tt-E .
1 1 ' EE DEED:N/A TRW PLANTING INSPECTION
IRRIGATION INSPECTION
FINAL WALK TAPOUGN
- -045
PARCEL 321
8 �08
ZONING: R-.20 � �+E! OF T'rE ABOVE INSPECTIONS WILL BE PERFORMm BY THE TOWN'S REPRESi3JTATME, EXCEPT FOR THE TREE APPROVALS A5 NOTED.
4 '
I
NOW OR FOR
90
REDEED :N/A
PARCEL
20 •tea 25 �` R N01
\ , - TMOFSTAU.1 M TREE PLANTING -NOTES
28
o�s ` ' q° LAND IIIEVHL0nM T STANDA= {DRAINAGE AND INSPECTION)
v y
45 ii3� Norma
�/ �/ A R007 HARE EXCAVATI(NJ FOR ALL TREES SPECIFIED\ 1128 1 \\ V WILL BE DONE BY TFE TOWN ARBORIST TO ENSLRE T"AT
V
` .. TREES WERE NOT PLANTEDIGROWN TOO DEEPLY AT SOURCE
/ NNLP51EM. LANDSCAPE �NTRACTOR 514LL HAVE SUPPl.19R
5� \\ _ }�`� MARK GROUC LEVB.. LINE ABOVE ROOT BALL IF TOWN ARBW57 .
DETERMINES THAT TWERE IS EXCE58ME SOIL OVER THE ROOT
\- \ ;� •:�,� V V CROVO-C TFESE TREES WLL BEREJECTED" -
43
vv �� 30 95 ����� 7 17
\ V V
\f
.-5PEGIPIED BALL DIAMETER. //�•C
15
NOW OR FORMERLY \ \ `\ 3R11 ACt,
LO i ' PHILLIP D, ROBERTS \\. ' 33 88
'� / �,- i 1 \ \ NATUF2AL SOIL LI
_ T of BALL top
DEED:F�373-029 PC G-730 `\ ASDI,&
/ 3 \ p
14
5
08-321-005C �
PARCEL / : ' ,, `. � . � a' MAXIMUM OK SOIL
A t
,
— O i \ �� ,�,, '� - t�':' _ 0OVERIN6 ACCEPTABLE
- J
41
ZONING. R 2 _ ;. , 113 � ,\
134 �
C� SR O$
M t7
2 V VROOT r-IOVIN:
r , �R _ 34
SR
o V
- a - ' 1
7� y
111
I i i o
I,
10
ALL DIAI.IETEIR
BALL DIAMETfTZ...
TINE B E SOIL
�I� ACCEPTABLE• Cyr.- • CCONDITION
r `� ` '0�1�`��I�� ��- • + +r :3�' rlYa �1 1 • /`�+,'�, f�t+�, r- ..• r rr E~ • •
T TO
�-� �►� ,� ram... _ 1 +' T' !II N�� I� 1 1 I + TREES;2" IN. � IMAJ A "I
STREET �... ► -.-., ���► �"��1 r■ ���,.% ,�+,� II Ir I
• FLAREOOT
COUNTY • i `!• O1 i • ''! E�r�
MINIMUM RATE •
MATURING TREE PER 40 L.F. OF k
!e r
10 NOTES,
a l � � �►' �►'�.�. 'a� * j • �' ,r, 1a�" � Fyn l .' RS a7 �` 5;' _STREET FRONTAGE (TYP,)
L REMOVE WRE AND NTLON TVONE FROM BALL AND CANOPY
3, STAKING IS PEOLRED_ P.O.W.P.O.W. OR LFON REIN -
OF ARBORIST.
��� a • ��`r /� % JR1! %® *►� %ra t T i fit' -4, REMOVEEXCGS5 SOLFROM D DSP05E ..
LEGAL MI
STREET TREES IN UNION CO ALL TREES _-4-ALL MEET AMERICAN STANDARD FOR NLIRSERY STOCK (ANSI Z604-2004)
TO BE PLANTED AT A MINIMUM for oxaToe CAUFF12 Wi�W &ANGE) MAX LIE113W MIN. ROOT 13ALL DIA. WN, ROOT 19ALL 0EPTH
RATE OF ONE LARGE MATURING 2' �2-4' 161 21V w
FRONTAGE WHERE POSSIBLE (TYP.)
��X�!Wj fA pjgj�,Sb
.01
NOW OR FORMERLY
-;�
ZONING: R-20
sew oumm OF RCIOTW
WW NOW
r
=4 SIP
/� ..
r -R. r' r• >•'•
SLIP KtYJY YIITH SYOS K NOT.
Lag6Ek THAN TREE alA'L'TBi
i:� WLON AWAY PR©H
'tgillK I° To 7'
d• K"IYNM LAYER OF MII.C.
FINISH 6P*.r
Y �
f
SAGKFILL AS SPEGFf'tCi
• r .,. �ROBT R
mzo JOACOCHRANTRUST PARCEL #08-321-150 STPHASE Z
DEED 66-532- ILL ;oarUarmewxc sal -I '' `
3ZONING: 15 fMCIE TOVHLRLAP 5Tm'fi:PARCEL 081 -urLFrs,ercUOPC➢-997-153 -1112
r
I J nz tv �qz o ZONING: R-15
aovr an,.L PA
NOW OR FORMERLY .. O y l� % Q ! �ir /W" 9 0 on o o P o lVARIES
` 5 3
\. \: 1 .� ii % �� J z y L: ©t L�=v [? a o STEVENS MILL\1 erTiur
RICHARD LEE BRIGGS & ix 1. `
\' DONNA BRIGGS ' .. %/ , -�/ �' e p v j In tom-' } N o SECTION 1 '�- AT TIE W R cr HEII"TT. FIRM WiL. LMER ROOT BALL.
°`. DEED:N A `� o ,� �''.:' z� Lvao znV w apxr PC D-997 ..
# Aft�A rs a xa mz o c' m m :ate+.c� t
' o o t g r o o �� z o yea t� r z r TOIWN OF 3TAls TREE PLANTING
Y
"\ PARCEL 08-321-005F / �0 SAVE "�' o _
ZONING; R-20 (� Lvel oa Ks �? �� x,
01
>�''
/ �• �7i s�\i �/ �/ - ��6. a = W N �, 54 Ul!ID TiBVEtAPI�TT STANDARDS (FOR SINGLE AND MULTI -STEM TREES)
a7. 3 5 1 AC. � t7 �,
r.
1 E'"1 E 'o �C"xyt+7G] ' oorb,��.j. µ' o I `t �� S�YC 1' cs �.<- m-- •- "ti / r, " �- r r ,'>. •r"' r"•
e e Jt IJ 6' _ STPHASE 2ILL
AREA �� r ro �� t �n ���o c arc I cr
STREET TREES IN THE TOWN �' 1 q ``�
�� �. 0.211Ac. ' o LA
ozra y orno o ~N�z� m58 ^.. 1 pcCTION r 34
OF STALLINGS TO 13E PLANTED a a G w t y/
' ! GRAPHIC SCALE
- AT A MINIMUM RATE OF ONE „�, NOW OR FORMERLY � � ..� •x, � o r STEVENS MILL �' �,,,x -�' � � �'"*: / - �� ,n 4 STEVENS MILL
LARGE MATURING TREE PER WILLIAM D. SNOW & �- eno rn n
136
80 L.F. OF STREET FRONTAGE r- I �Y. n �' W x t - PHASE 2 r `' r PHASE z
CRYSTAL ANN SNOW �� o I t azz ` t N� r 59 SECTION 1 "- Q'` ', SECTION 4 100 0 50 100 200
\ DEED:N/A 1 m �c> Y� oy r of C STEVENS MILL 1 PC D-9`
WHERE POSSIBLE (TYP°) ` "'oPARCEL #08-321-064 Nia ` °sT z PHASE 1 ,� STEVENS MILL �, PC E-
/ ..
NOW DR FORMERLY ZONING: R-15 c3g "' PC D-667� PHASE 2
�-,
I
O f KENNEDY KERI D AFRILE 63 a� s, `� r SECTION 1
rJ 1'O 1 DEED:5955-Z33p U 60 r D PCD-997'
_ ' �y 6I `~ *� R A � "� 8. \ Now 0 ( IN FEET }
o/ NOW OR FORMERLY 1 FAR ZONING: R 15 063 ^� iY}�LL 0 '- ; - 9 .. STEVENS MILL -
. ' 6-9 N 1 inch = 100 ft,
STEV
P MORRIS LEE RUSHING
zl. fl 1 \ 64 \\ 1 �VEi+ PHASE Z HOMEOWNE
DEED:N/A 6 I 1 1 STEVENS MILD " 3 1 "`_ '1 ` y ,° - ' k PCCDIQ 97 ._ . ARCEL
PARCEL #D8-321-005D M1! 1 \ Pc is 667 t 'ZON
ZONING: R-20 �� ! m NOW OR FORMERLY\--
i/ CRAIG A. BRISTOL &
\'
KAREN L, BRISTOI, �`- " , •>�-.:.:w: - -
rr 1 I PARCEL J08 83214 062 `
_ ff
r f
STEVENS MILL j f' JI 1
ZONING: R-15_ .- PHASE 2 / \ f
65 �` $�, SECTION 1
PC D---997
NOW OR FORMER -STALL RED ROOSTER CRAPE
_ -~ �- �- I �� "'� !"M - -,^z _., . `�'�e - 1 I 4. LANDSCAPING PLANS SNN1 SHOW THE LOCATIONS OF A11 TRH PROTECTION FENO�CS, I _ .-'~. •~•
--T
)THY JAMES SP.Ia'AIfYRTLE TREES AT 35' ON CENTER �
DEED:N/A WITH BOULEVARD DIVIDER MEDIAN
Q? �� 1
xurw, #K8-321-005H NOW OR FORMERLY ;
2�p R 20 / LETEHAWARIAT TEKLEMARIAM �l I 5FE APPROVED rrE
P ke5ER2VATION PLAN FOR
\ ✓ DEED:CS13-469 Q STEVENS MILL PEauIiED RAnIuS
J / PARCEL #08-321-061 PHASE 1 OF TREE BARRIER
N \ NOW OR FORMERLY / j .. Pc D-ss7
ZONING: R-15
\� \ \, � MORRIS LEE RUSHING, JR. `r f 66
DEED:N/A
\ PARCEL #KB-321-005D 79
\ NOW OR FORMERLY
ZONING, R-20 r ,,
CLINTON W: THOMAS, JR. k
\ W DEED:557Z-792 STEVENS MILL
PARCEL #08-321-060': PHASE i
�l \ '� 1 • ZONING: R-15 4`:. PC D-667
Y�
�67 PLAN VIEW OF ROOT ZONE
NOW OR FORMERLY ^` 0 i lOIE
ERIC A. ASARE -� I I TREE
FoorwaNK gArErLx
DEED:5461 286 �- # I� ARNATIONA- SO IIErfSP5MIOHE 5 a
1 } ii 4
! I:
PARCEL #08-3-1-059:
I'
:.:. --`..: _� 9. 6' MINIMUM WIDTH
ZONING: R-15 �,' � �",'�` ... � J FOR R,:
IRE
RLY
MS
13
\
-007
/
NOW OR FORMERLY.
MORRIS LEE RUSHING &:
PAULINE S. RUSHING
\
DEED:6923-886
PARCEL #07---051-008 `
ZONING: R-20
NOW OR FORMERLY
JAMES T. DAVIS &
CAROLE V. DAVIS
�y - ^` �-�• - � _.: , :.-f READ TREG5 ANv 5GR a OR JNPER • L
�'y 1 6 6ARA M6LGH PLACLE 6ARIc
STEVENS MILL
'^: -..:�: "+� Mp1ROTEGTED BY BARRIER.
V ULCH AT AREAS NOT
PHASE 1 �„ _ + \ 6RrJw7}s SHALL 9E GUf FLUSH NITH Q a
-.PC DD-667 ����� Ap r&RAPE. ka�� &NO 11itlIIIt11��
ALLO EP UNEeR DRIP LINE. 11, CAR
vi 1 j I
NOW OR FORMERLY �C
RICHARD H. FORSYTH & It � # � aR oliTAI SADTY I'x4l A L45''
O S5/
LAURA S. FORSYTH w
3
REED:863 610 -" :. - p MAY BE u5 p C\
f
PARCEL #08-321--058 69
ZONING: R-15 "� L I I r TTT =
d ,-�: _
637
NOW OR FORMERLY
GREGORY L. ENGLERT & NOT TO SCALE �j� L`•.Fh/G N�t�.,�;.� `,�
SUE E. ENGLERT // / + ..•,\\
DEE➢:1335-271 710 T�4VNg1AliIINCf3 PA
RZOLIAG11R-15 057. ..'-� - •`� 1AMDEVELOPMMSTANDAM TREE PROTECTION DETAIL T ���►i1fIlI 111��\
Ir
40.01
THIS PLAN IS A FINAL DESIGN —NOT
RELEASED FOR CONSTRUCTION
UNLESS INITIALL .D/DATED AS APPROVED:
APPROVED:
INITIALS DATE:
4001
NO.
DATE
REVISION
BY
SHEET TITLE
TREE PLANTING PLAN
PROJECT NO.
SCALE
i 00'
DATE
1 %02/19
PROJECT
COURTYARDS ON LAWYERS .ROAD
TOWN OF STALLINGS, UNION CO., N. C.
FOR: EPCON COMMUNITIES
DRAWN UT
VGK
C vGK BY
YAIBBROUGH-VI LILII S & HouLE9 INc.
Planning o Surveying o Engineering
730 dsor Oak Court P.0 Boa 119E
NC Corporate Charlotte, North Carolina, 28273 Pineville, North Carolina, 28134
Registration C-0475 704.656.1990 704.558.0505(taa)
DRAWING NO.
SHT 26or 40SHTS

52'-o- (MINIMUM R/W) -OJ S,
_ I. CURB RETURN RADIUS DIMENSIONS AT
} C 31'-W (MINA- - --311-0" OWN INTERSECnONS MAY VARY DEPENDING ON MEDIAN WIDTH
R/W �� F / ✓ 10'-0- (MIN77 10'-01(MIN AND WILL BE APPROVED ON A CASE BY CASE BASIS.
R / * - r� 1 (MIN) (MIN) 2. SUBDRNNS ARE RE(gARED ON ALL MEDIANS. �6 a-O
30' (MIN) 30' (MIN) �� � \ / /2' RADIUS � �
13'-D MIN. 18'-0" 7-0 B'-0' (MIN}, {MIN}
" `1 1 (MIN) 4'-O' W-O' Ora BE nW INTiT STORM DFWNAGE 5Y5TEiN). 3" RADIUS /2' RAPIU5 -�
5'-0" ( B D" 6" 13 1S-O" it''0" 6 2-6 (NUNS -a" (�1N.}C" T._0„ G S - q 0 ✓ (MIN) 1' 0' SEE SUBDFLUN STANDARD DETAIL I!8" RADIUS 9' R�wwS
(MIN) 3. Z'-D• VALLEY CUTTER MAY BE usm wrm APPROVAL +
{MIN.} (MIN.) (MIN.} - ) {MIN,} (MIN,) 14'-•0` R 4'-0`
i IyC/J; Vy v� r C \, _ 4. MEDIAN PtArmNGs SHALL MEET SIGHT a' - .OF COUNTY ENGINEER. " _ �•.�..
" �� 1 1 4' LOPE 3f8` PER la" '.A IIa' RADIUS
Q p 1 DISTANCE REQUIREMENTS. r, ° 12,
n SEE NOTE 2
v 1 v 2s1 CUT MAX. 2.1 CUT MAX. 5• MONODIC CONCRETE MEDIANS WITH BEVELED EDGES f ate' �•. ! }" g" " ' i
2:1 CUT MAX. 1/4"/FT, I I SLOPE 1f4" PER P1. I 1/4%r:1 CUT MAX. 3:1 FILL MAX. DIVIDE RESIDENTII (, STR�Ef 3:T FELL MAX. AND MlrwMuu worn• of 4 FEET cw�i rlaE USED IN LIEU "a « ' s V2"
3:1 FILL MAX, , , - -�
3.1 FILL MAX. OF LANDbCAPE MEDIANS.
. " •... ." (TWO LANE SECTION) I. 'SIDEWALK EASEMENT MAY BE REQUIRED.
s S STANDARD CURB AND GLITTB?
P 0 70'-0` (MINIMUM R/W) SEE PAVEMENT SECTION DETAIL KEY L6" STANDARD CtRB AND GUTT132
HpA OWNED
SIDEWALK PLANTE STRIP PARl,LLFL BIKE LANE TFAVEL LAN.. "39'-p (MIN) 31'-0' (MIN)
10"-0' MEN 10'-Ct(MIN 2'-8` STANDARD CRITTER
PARKING
PLANTED MEDIAN @ V-6" MOUNTABLE CURB
KEY 2'-s' cuRe x �:I MAX. CUT (MIN) (MIN g'-O' --7-0"-1B•_O"- (MIN) (MITI)
1/4"/FT GUTTER t'-s cues c s'-0' 4'-0 MI 4'-0` 6'-0' �q 4" CONCRETE SIDEWALK
S/8" PER FT. CUTER --1 SLOPE J/5- PER Fr. 1I4'IFT. 1'- ( N) 1:/
2'-6- CURB AND GUTTER V }: - (MIN }�-22,-0. �+-�14.-G' (MIN)
TACK COAT 4 CONCRETE SIDEWALK (THICKNESS) I a:t MAX. FILL OUTBOUND R INBOUND I 9' RADIUS I 3" IZApIV5
SURFACE COURSE �' s a 3 3' 11' s' a' a'-,Y 1 4" SLOPE 3/8- PER FT. I 1/4 /FT. z;y GiJT #AAX. y..4 „. I °+d' , 02 1=T/PT I a3 FT/FT
(SEE TI OS) 8" AT ALL DRIVEWAYS �� ) FILL ��
SPECIFICATIONS) 1 1/2" SF9.5B 4g• ...-q,g'_ SEE NOTE 2
FINAL LIFT TO BE APPLIED AFTER 75% DEVELOPMENT OCCUPANCY OR 1 YEAR TYPICAL PAVEMENT SECTION 211 CUT 12" I2"
FROM INTERMEDIATE COURSE PLACEMENT (WHICHEVER OCCURS FIRST). DIVIDED I I RE SURFACE COURSE
INTERMEDIATE COURSE - -98'- 3:1 FILL MAX. 1 1/2' SFG.5A LIT,
+°"•�,1 1f2' 59-56, SF9.SA TACK COAT , 6" a -
(THREE LANE SECTION) FINAL LIFT TO BE APPLIED AFTER MEEING X DEVELOPMENT DCCUPANCY OR p I e " ' N.00ESi (SEE NCDOT I YEAR FROM BASE COURSE ACCEPTANCE
BASE COURSE SPECIFICATIONS) SURFACE COURSE NOTES:
B" COMPACTED AGGREGATE (WHICHEVER OCCURS FIRST). BASF COURSE, OR h' BCBC TYPE B25,pB 1. AN ALTERNATIVE PAVEMENT DESIGN MAY BE REQUIRED BASED ON 1 1/2" BITUMINOUS CONCRETE SURFACE COURSE, TYPE 59.58 1. FOR UTILITY LOCATIONS SEE 10.02. TACK GOAT INTERMEDIATE COURSE
2. �*------2,�"
SHOULD ENTIRE DEVELOPMENT HAVE A CDR OF 6 OR GREATER, THEN AN SPECIFIC TRAFFIC PARAMETERS. INTERMEDIATE COURSE CONCRETE SIDEWALK SHALL BE A MINIMUM OF 4' _.�
THICK (SEE SEC11aN 1,E4) I 1/2' S9.55 03 FT/FT
ALTERNATIVE COURSE PAVEMENT DESIGN MAY BE SUBMITTED TO THE 2. ALL DIMENSIONS NOTED AS MINIMUMS ARE STO 2 1/2" BITUMINOUS BINDER COURSE, TYPE 119.OB EEL VASE
2'-0' STANDARC CLUB E GLITTER IL .2'-0'-O"
TOWN t-fSUSCRADEENGINEERER 16 OF FOR APPROVAL. STANDARDS REQUIRED BY ARTICLES 13 AND 16 OF THE STALLING$ THICKNEXCEPT AT DRIVEWAYS WHERE MINIMUMESS SHALL BE 6'. DEVELOPMENT ORDINANCE. BASE COURSE 3. IRRIGATION SYSTEMS ARE NOT ALLOWED IN THE a' CDMPACTM AGGREGATE BASE COARSE OR 4" ACBC TYPE 82S.00
COMPACT SUBGRADE TO AASH70 STANDARDS AND SPECIFICATIONS 3. IRRIGATION SYSTEMS ARE NOT ALLOWED IN THE STREET 10` COMPACTED AGGREGATE BASE COURSE STREET RIGHTS -OF -WAY UNLESS AN ENCROACHMENT REVISIONS (OR 4• HCBC THE HH, IN13MDUAL APPROVAL REQLARIED). SHOULD
RIGHTS -OF -WAY UNLESS AN ENCROACHMENT AGREEMENT HAS SUBGRADE AGREEMENT HAS BEEN ISSUED BY THE TOWN OF NO. DATE DESCRIPIIaN ENTIRE DEVELOPMENT HAVE A CBR OF 0 OR GREATER, THEN AN FOf1 V14RIA�E
TYPICAL MINIMUM PAVEMENT SECTION BEEN ISSUED BY THE TOWN OF 5TALLINGS' COMPACT SUBGRADE TO P/4SHT0 STANDARDS AND SPECIFICATIONS STALLINGS. AL'TERN4TMi BASE COURSE PAVEMENT DESIGN MAY BE SUBMITTED TC
4. TREES PROPOSED IN THE PLANTING STRIPS OR RIGHTS -OF -WAY It C TREES PROPOSED IN THE PLANTING STRIPS OR 1 US 00 REVISED PAO. SECT- THE COUNTY ENGINEER FOR APPROVAL SI EVATION RATES
SHALL BE APPROVED BY THE TOWN CF STALLINGS PRIOR TO RIGHTS -OF -WAY SHALL BE APPROVED BY THE TOWN 2 114161 REVVED SURFACE COURSE AMOUNT - 1
INSTALLATION. OF STALLINGS PRIOR TO INSTALLATION. COMPACTED SUBGRADE (SEE SECTION 1.A18)
PGRADE
TYPICAL MINIMUM PAVEMENT. SECTION APPR(3VED DATE: 02/ 001 TYPICAL PAVEMENT SECTION NOT TO SCALE NOT TO SCALE
TOWN OF STALLINGS TOWN OF SPALLINGS MECKLENBURG COUNTY
t LAND DEVELOPMENT STANDARDS RESIDENTIAL STREET SECTION ={ RESIDENTIAL COLLECTOR STREET SECTION LAND DEVELOPMENT DIVIDED RESIDENTIAL STREET °'° } TORrNt1�F5TAiic}S
\" 10.01 �,, LAND DEVELOPMENT SPANDARDS STANDARDS TYPICAL SECTIONS 1 1 a 2 LAY11D�''� STANDARD CURB AND GUTTER
10.03
10.17A
NOTES,
25' RAPILE 1
. RAND AND WNG SLOPES SHALL NOT 6E STEEPER TI-AN 12,1.
I1+ NOTi=,
3/4"
I 2. GUTTER FLOW LINE AND PLAN PROFILE SHALL BE MAINTAINED THROUGH HAL TRUNCATED 170ME5 COLORED
„
. 6 1/2" RADIUS THE RAMP AREA, PLAFIYING STRIP 7 PL4NTIN6 5TRIF PER 5TD. NO. 10.555 t3A.GK OF WALK
3, THE SURFACE OF TI-!F RAMP SHALL BE FLUSH WITH THE FLOWLINE OF THE BACK OF WALK
+ , • 4 , /8" faADIUS CL 2H AND GUTTER.
O �I0'•�RADIIIS. + 4. TI-E RAMP OPENING (AT THE FLULLY DEPRESSED CURI3) SHALL BE LOCATED FACE OP G1RB
g FLOINLINE BACK OF CURB
• .�., : 1 N 12" . •' � � WITHIN THE PARALL.� BOUNDARIES OF T4� CROSSWALK MARKINGS. 7I� EXP. JOIN
RAMAF' CENTERLINIE SHALL LOCATED AT THE CORNER RADIUS CI�iPT2LINE ROADWAY
ar p UNLESS OTHERWISE DIRECTED BY TI E IBNGPNEER. DIAGONAL CURB RAMPS GRO55NA1_
e.°SHALL OF CURB PLAN 5YM9OL 10, MIN- SIDEWALK l3 p E>(P• JOINT
21 O",�I + + r LOCATED HAVE
EACHH SEGMENT
OF THE: WING SL.OPEAAND WITHIN THE CROSSST LEAST 24 INCHES W�ALK ACC
MARKINGS. OACZR E3LE RAW 4' MIN ,
4
5. THE WING AND RANRP SL.RPACI� SHALL BE 3600 PSI GONCI2ETE WITH A .., . " , .; .F .. '_ • � - G O GUR13
VALLEY-GUTTER2'-0I"-6" IV®TAN CURB AND GUTTER SIDEWALK FINISH IN ACCORDANCE WITH •CURRENT EDITION NCDOT STANDARD a ' ' °' ` 'CANTING 5TRI1 w A- � -A -
TO HE USED IN MEDIANS MEN LANES AEA SLOPED SPECIFICATIONS FOR ROADS AND STRUCTURES. PLANTING STRIP
6, DRAINAGE STRUCTURES• MAST ARMS. LIGHT POLES AND OTHER OBSTRUCTIONS
FROM ISLAND OR AS SPECIFIED SY THE TOWN SHALL NOT HE PLACED IN UNE WITH RAMPSMP . LOCATION OF THE RASHALL 4' WALK 5' WALK
ENG_�INFFR. TAKE PRECEDENCE OVER LOOATION OF CBSTRLJCTIONS EXCEPT WHERE EXISTING ELEVATION GUTTER LIP
OBSTRUCTTCNS ARE BUTILIZED IN UTILIZIN TIC GON7PNUE
NEW CONSTRUCTION, .I.),p 13AGK OF- R
JOINT SEALER 1/b' RADIUS PTYPIGAL 18" RAPIU5 9 7. AT ALL LOCATIONS, NOT LESS THAN 2 FEET OF FLLL I -EIGHT CURB SHALL BE 6S6.�ATN N OF AC&'WQSIBLE FRONT' OF WALK
!4" PLACED BETWEEN THE RAMPSRMVESANDPEDESTRIAN.
RRDI CROS {� VIEW'PARALLI3 RAW
j�
�a• !8" RADIUS 8. SEE STANDARD DRAWING 10.359 FOR DETECTABLE WARNING INSTALLATIONL
va' VWTH PLANTING STRIP
2 , ^ • WALK EXISTING WALK I/4" PER FOOT
GK OF WA K
5URFAGE OF GUTTER 3/4" RADIUS P• 2' PLANTING STRIP
` 'a .- ¢ ` . • n l . + ; d ,A + 9 J ' PLANTENCy STRIP n 2-V4' AGGE551E LE RAMP 5LOPE NOT TO EXG�D 12
e +' a -
:a II + 114' PER FOOT FRONT OF WALK
+ . • • " `' 4` ' L.- Y`r 3 F NOTE 7
I'-b' SIDEWALK
] J(P. JOINT BACK OF CURS
+ + B /-Q, 13 B PAGE OF CURBJOINT FILLER'�GR0551NA1._K . 1 E7CP. JOIN'4•A PLANTINGSTRIP'_ .]'-6" (�j„�ITABLE CURBANC ., TER lo' MIN �+ .
NOTRANSVERSFEXPANSION OINT
TES, TO BE USED IN MEDIANS ONLY, WHEN SPECIFIED SY FLOW LI ` T • b'., i , ' ' . " V " W ,
THE APPROPRIATE TOWN ENGINEf�'IN5 DEPT. 6 «w .a «•• �o ®• " A
I. CONTRACTION JOINTS SHALL BE SPACED AT IQ -FOOT INT�2VALS. TiR VALLE(C�UTTER o«"w, °o °o ° «• e
m• '° " ° e°° -�-I-I„
A 10-FOOT SPACING MAY E� UIS U USED WHEN A MACHINE USED. JOINT SPAGNCy MAY BE ALTERED ' 'PLANTING 5YR! '.._e ,N,_O,� OR 5,_O„ WALK- -4�_O„_GUTTER Lli
BY THE TOWN ENGINEER TO PREVENT UNCONTROLLED CRACKING. 4 y5T-K 5' y WL
2 CONTRACTION JOINTS MAY BE N57ALLED BY THE USE OF TE )PLATES OR FORMED BY OTHER APPROVED MIETHODS.
WHERE SUCH JOINTS ARE NOT FORMED BY TEMPLATES, A MINIMUM DEPTH OF I VT SHALL BE OBTAINED, GUPvB GLITTER
Ex1srlNc O65TRUG710' TYPICAL LQQATION OF ACQE. SLOPE A 12,1
3, ALL EXPANSION JCNT5 SHAH � SPACED AT 90-FOOT INTERVALS. AND ADJACENT TO All RIGID OBJECTS, �I�L°e CONTINUE JOINT ATE TF,
RAMP$ AND PEDESTRIAN C;�?OSSWALKS ON SLOE Tr 1/4"/FT E9AGK OF CURB 4., O" 6 �" TRUNCATED DOMES COLORED
PEP 5TV. NO. 10,55B
JOINTS SHALL MATCH LOCATIONS WRIH JOINTS IN ABUTTING SIDEWALK SLOPE "D' 3/8'7FT DI`SIONSATBAGKOFG�
4. CONCRETE COMPRESSIVE STRENGTH SHAD. HE 3600 P.S.L IN ZB DAYS. 5. CLRB SHALL HE DEPRESSED AT INTERSECTION" TO PROVIDE FOR FUTURE ACCF5SIBLC- RAMPS. SEE NCD07 STANDARD L7RAWNG$
t`,[]I R RAD�L1�� LESS TI-LdNI TIC FEE
6. TOP 6" OF SUBGRADE BENEATH THE CURB AND GUTTER SHALL HE COMPACTED TO 100% STANDARD PROCTOR DENSITY. NOT TO SCALE " NOT TO SCALE NOT TO SCALEPLAN W-DIAGQNAL RAMP ITH NOT TO SCALE
TOWN OF STAILM
Ea..,...� TOWN OF sr� ACCESSIBLE RAMP
L�xn �,� CURB AND GUTTER "�.. T � �'' STANDARD PLACEMENT OF ACCESSIBLE " TOvvx OF sr�uvOs ACCESSIBLE RAMP SECTIONS WI'1�I �°'m'°r STAN
D. DARD ARD WITH
10.17g "" °�° ' LAM sr RAMP AND GENERAL NOTES o.35A R °"�a; LAID sT PLANTING STRIP 2-6 CURB AND GUTTER 110,31131 L ffAXD PLANTING STRIP 2' i' CURB AND CUTTER
1 a.31 A
NS.4iF�T
I. ALL DETECTABLE WARNING DEVICES USED IN NEW CONSTRUCTION SHALL BE OF A RIDGIO PRECAST OR ENVEDDED
PRODUCT APPROVED ElY THE TOWN ENGINEER. PETRO FIT MATS WILL ONLY BE ALLOWEED ON EXISTING RANDS
WITH PRIOR APPROVAL OF THE TOWN ENGINEER FOR MATERIAL TYPE AND INSTALLATION CIE. RESLRFAOING-
�0,41
2, WIDTH OF DETECTABLE WA12NKC AREA SHALL BE A MINI OF 4 FEET AND VARY WITH VJIDTI-I OF RAMP. r
02" 3. LENGTH OF DETECTA13II,5 WARNING AREA SHALL SE 2 FEET REGARDLESS OF SECTION WIDTH.
4, DETECTABLE WARNING AREA CAN BE SQUARE W1-ERE USED IN A CURB RADIUS, O L
5. DETECTABLE WARNING COMES SHALL BE ALIGNED ON A S©UARE G121D IN THE PREDOMPNANT DIRECTION OF
OF TRAVEL TO PERMIT WHEELS TO ROLL BETWEEN DOMES,
6 DECTECTAB.F= WARNING AREA SHALL RE COLORED BLACK 1N ALL LOCATIONS ACCEPT ON TRYCN STREET MAIL
V1R- FRENCH GRAY IS TO BE USED.
7. IF PAVERS ARE TO BE USED, PAVERS SHALL BE 6' THICK AND CAST FROM 5000 psi CONCRETE.
R. MATS ARE TO HE RIGID WITH TLRIN DOWN EDGES EMEUEDOED IN CONCRETE TO ELIMINATE TRIP HAZARD.
(I.6' TO 2.4)
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 0 0 0 O 0 0 0 0 0 0 0 0 0 0 O 0
0 0 0 0 0 0 0 0 0 0 0 0 0 0 O 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 O 0 0 O 0 0 0 0 0 0 0 0 O O O O 0 0 0 0
(1.6" To 2.4
0 0 0 0 a 0 0 0 0 0 O 0 0 0 0 0 0 0 0 O 0 (? 0 I}
O 0 0 0 0 0 0 0 0 0 O O O O O 0 0 0 O O O 0 0
0 0 0 O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O 0 O 0
0 a 0 0 0 0 0 00 0 0 O O 0 0 0 0 0 0 0 0 0 0
O D O a 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O 0 0 0 0
@
0 0 0 0 0 0 D 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O 0
-
4'-0" MHL NARIE5 YviTH WIDTH OF RAMP)
TRUNCATED QQUE PLAN VIEYU
TRUNCATED CKM SPACING
DWG
SHEET TITLE
SPFrCIAL REQUIREMENTS AND NOTES
2,00.01
METHOD OF PPE NSTAU ATION - METHOD A
310.02
PARALLEL PIPE END SECTIONFPRECAST CONCRETE FOR 15' TO 24' PPE
RFOUIRED IN RIGHT OF WAY WITHIN THE ETJ
310.03
CROSS PPE END SECTION -PRECAST CONCRETE FOR 18' TO 30" PPE
REGIUIRIED IN RIGHT OF WAY WITHIN THE ETJ
30JO
DRNEWAY PIPE CONSTRUCTION USING NO SPECIAL END SECTIONS
ONLY AT LOCATCN5 APPROVED BY THE CITY ENGINEER
85.03
PIPE UNEIERDRAN AND BLIND DRAIN
816.03
1 GEOCOMPOSITE SHOLLDER DRAIN
838.01
CONCRETE TNIDWAL.L FOR SINGLE AND DOUBLE PIPE CLLVERTS
NOTE I
5" THRU 48' PIPE 90' SKEW
NOTE I
838.02
CONCRETE ENDWALL AND SLUICE GATE 15" THWL 36" PIPE-90' SKEW
NOTE I
838.04
CONCRETE ENDWALL FOR SINGLE AND DOUBLE PIPE CU VERTS
NOTE I
17'XG7-RU 71"X47' PIPE ARCH 90' SI
NOTE 1
838.05
CONCRETE "L" ENDWALL FOR SINGLE PIPE CULVERTS 15' THRU 48' PPE
NOTE 1
838,06
CONORETE %' ENDWALL FOR SINGLE PPE OUI_Vr:PTS ITXI3• THRU 71"X47'
NOTE I
71•X4T ARCH PIPE
NOTE I
83&07
CONCRETE PNOWALL FOR SINGLE AND DOUBLE PPE CLLVERTS
NOTE I
40"X31' TI-RU 66D(51' PIPE ARCH 90'SKEW
NOTE I
839,08
CONCRETE 'L" ENDWALL FOR SINGLE PPE CULVERTS 40"X32'
NOTE i
TIA12LJ 66-XN' PIPE ARCH
NOTE I -
838,10
CONCRETE ENDWALL FOR OLJTFALL 4'-6" OR 8" PIPE
MOTE I
83&1
BRICK ENDWALL FOR SINGLE AND DOUBLE PIPE OLLVERTS
NOTE I
6• THRU 46" 90' SKEW
NOTE I
838.14
B2ICK ENDWALL FOR SINGLE AND DOUBLE PPE CLLVERTS rrx3€'
NOTE I
THRU 71"X47" 90' SKEW
NOTE I
83815
HRICK "L" ENDWALL FCR SINGLE PPE CULVERTS 15' THRU 487 PIPE
_
MOTE 1
83&16
BRICK L' ENDWALL FOR SINGLE PIPE CULVERTS 17"XI3" THRU
NOTE 1
7PX47 PIPE ARCH
NOTE I
838,f7
E3RICK ENDWALL FOR SINGLE AND DOUBLE PIPE CULVERTS 40•X3I'
NOTE I
T3 RL 66'XS' PIPE ARCH 9C'SKEW
NOTE I
838,18
BRICK EiNDWALL FOR SINGLE PIPE C ILVERTS 40"X3T THRU
NOTE I
667 5r PIPE ARCH 90' SKEW
NOTE I
838.20
BRICK ENDWALL FOR QUTFALU_ 4". 6" AND 8' PIPE
NOTE I
83&21
REINFORCED CONCRETE ENDWALL FOR SINGLE 54' PPE 90' SKEW
NOTE I SEE CLD5 2OJ7 FCR SPLASH PAD
838.22
REINFORCED CONCRETE ENDWALL FOR DOVELE E TRIPLE 54' PIPE 90' SKEW
NOTE I SEE OLDS 20.17 FOR SPLASH PAD
838,27
REINFORCED CONCRETE ENDWALL FOR SINGLE 60" PPE 90' SKEW
NOTE € SEE CLDS 2017 FIZ)R SPL.A51H PAD
636.28
REINFORCED CONCRETE ENDWALL FOR DOUBLE E TRIPLE 60" PIPE 90' SKEW
NOTE I SEE CLDS 2017 FOR SPLASH PAT?
838.33
REINFORCED CONCRETE ENDWALL FOR SINJGLE 66" PIPE 90' SKEW
NOTE I SEE CLDS 20.T7 FOR SPLASH PAD
638.34
REINFORCED CONCRETE ENDWALL FOR DOUBLE E TRPLE 66• PIPE 90' SKEW
NOTE 1 SEE CLDS 2C.17 FOR SPLASH PAD
638.39
REINFORCED CONCRETE ENDWALL FOR SINGLE 77 PIPE 90' SKEW
NOTE 1 SEE CLOS 20.17 FOR SPLASH PAD
538.40
REINFORCED CONCRETE ENDWALL FOR DOL13LE E TRIPLE 72" PIPE 90' SKEW
NOTE I SEE CLDS 20.17 FOR SPLASH PAD
DWG
SHEET TITLE
SPECIAL REQUIRE,ENTS AND NOTES
83&45
NOTES FOR REINFORCED CONCRETE ENDWALL STANDARD DRAWINGS
NOTE I SEE CLDS 20.17 FOR SPLASH PAD
838.2€ T"- U 83&40
NOTE I SEE OLDS 2037 FCR SPLASH PAD
B38.51
REINFORCED BRICK EJ�9DWALL FOR SINC-.LE 54" PIFI- 90' SKEW
NOTE 1 5EE OLOS 2 .I7 FOR SPLAS114 PAQ
53052
REINFORCED BRICK 7NDWALL FOR DOUBLE E TRIPLE 54' PIPE 90'S'CEW
NOTE I SEE OLDS 20.17 FOR SPLASH PAD
83857
REINFORCED BRICK ENDWALL FOR SINGLE 60" PIPE 90' SKEW
NOTE I SEE OLDS 20.17 FOR SPLASH PAD
83858
PSNPaRCED BRICK FNnWALL FOR DOUBLE E TRIPLE 60" PIPE 90' SKEW
NOTE I SEE OLDS 20.17 FOR SPLASH PAD
838.63
REINFORCED BRICK ENDWALL FOR SINGLE 66' PPE 90' SKEW
NOTE 1 SEE CLDS 20.17 FOR SPLASH PAD
838.64
REINFORCED DI ENDWALL FOR DOLE E TRIPLE 65" PIPE 9C' SKEW
NOTE I SEE CLDS 20.17 FOR SPLASH PAD
838.69
REINFORCED BRICK ENDWALL FOR SINGLE 72" PPE 9C' SKEW
NOTE 1 SEE CLDS 20.17 FCR SPLASH PAD
83&70
REINFORCED BRICK ENDWALL FOR DOUBLE E TRIPLE 7T PPE 90' SSW
NOTE I SEE CLDS 20.7 FOR SPLASH PAD
838.75
NOTES FOR REINFORCED EIPCK ENDWALL STANDARD DRAWING 63851 THRU 838.70
NOTE I SEE OLDS 20.17 FOR SPLASH PAD
83880
PRECAST CONCRETE ENDWALL FOR SINGLE 17 THRU 72' PIPE 90' SKEW
340,00
CONCRETE BASE PAD FOR DRAINAGE STRUCTURES
8201
BRICK CATCH BASIN 6' iHRU 54' PIPE
802
CONCRETE CATCH BASIN IT TkRU 54" PPE
840.03
DAME, GRATE BASIN 12" THRU 54" PIPE
TYPE F AND G GRATES ARE OPTIONAL WITHIN THE CITY LIMITS
840.04
OONICRETE OPEN THROAT CATCH BASIN iZ' TIHRU 48' PPE
Q IQK OPEN THROAT CATU4 13ASN S' THRU 48' PIPE
NOTE I, OPENINGS PERMITTED IN 4 SIDES OUTSIDE OF S I PENT R/W
MANHOLE RW AND COVER REWIRED N TOP SLAB SEE CLDS 20.05 AEB
84C,05
NOTE I, OPENINGS PERMITTED IN 4 SIDES OUTSIDE OF STREET R/W
MANHOLE RING AND COVER REOUIRED IN TOP SLAB SEE OLDS 20.05 AE13
840.14
CONCRETE DROP N-FT 2" TH2U 30' PPE
NOTE I
840,45
E RICK DROP NLET i2' THRU 30' PIPE
NOTE I
840J6
DROP INLET FRAME AND GRATE FOR USE WITH DWGS. 840A E a40.15
NOTE I
840.17
CONCRETE GRATED DROP INLET TYPE "A" 12" THRU 7T PIPE
NOTE I
840.0
CONCRETE GATED DROP N'LET TYPE 13' 17 TI PU 36" PIPE
NOTE 1
840J9
CONIvRETE GRATED DROP INLET TYPE 17 12" THRU 36" PIPE
NOTE 1
84020
F3dAMES AND WIDE SLOT FLAT GRATES
NOT FOR USE IN PEDESTRIAN AREAS
a40.22
FRAMES AND WIDE SLOT SAG GRATES
NOT FOR LSE IN PEDESTRIAN AREAS
840.24
FRAMES AND NARROW SLOT SAG GRATE
840.25
ANCIHORAGE FOR FRAMES BRICK G CONCRETE
84026
EPfCK GRATED DROP 11+L157 TYPE "A` 7THI LU 72' PIPE
840,27
MCK GRATED DROP INLET TYPE "B" IT THRU 36- PPE
B40,28
BRICK GRATED DROP INLET TYPE "D' rT THRU 36" PIPE
840.29
FRAME-5 AND NARROW SLOT FLAT GRATES
54010
DRIVEWAY DROP INLUI
NOTE I, FAR ALL E 15HA Li E I NICflIN ALL
TO ES CLASS 9 Cd ILA rZSOCP911 THE TOM 3600 P51 COEII TE STREWTH 'tlEl DAYPs 3600 N'SI NOTE Is FOR AL.L. STRUCTUMS - N1CDOT R60URPS CLASS B CCNCREIE (1 f' 0CPM TW TOWN REOURES '3600 PSI CONIC WM 5TRe4;', I o 28 DAYS. 3600 FBI NOTE I, FCI ALL STRIJCMJ;ES - I WO'r RIEi]I OW CLAW B C:ONCJiEI€ CW0391, n•E TOWN REQ WS 3000 Pa COAi�TE STRB46' 4 0 2B DAYS. 36W PSI
NOT TO SCALE T� �` � � �" "'� T°w" �'D NOT TO SCALE e�oNcWr� sl-La.L t� LIB IN eu,L. Tc�11nI PRo,1�csTs, NOT T() SCALE °M Sa"Il I� � IN ALL Tov�N I�o.11acrs. NOT TO SCALE
.....} arowx aF sr's °° �"'y NCDOT STANDARDS «°'m•"• �•'�•..
TRUNCATED DOMES -I�-.-�� TOwN oP sT�s
x LAM SrANDAM PLAN AND CROSS-SECTION f15071.35B
D. N0. R . • � � � [.AIaQ o� STANIDARDS TOWN OF STI�,u,RRS NCDOT STANDARDS � TM OF ST�s NCDOT STANDARDS
• °. APPROVED FOR USE IN THE TOWN OF STALLINGS 20.00A ° ." z L srMDMw APPROVED FOR USE IN THE TOWN OF STALLINGS zo.oag ." •� ° LArID ''CAM APPROVED FOR USE IN THE TOWN OF STALLINGS 2o.o -Tj
DWG
SHEET TITLE
SPECIAL REGUREMENTS AND NOTES
840,31
CONCRETE JLJI1JC7ION BOX (WITH OPTIONAL MANHOLE) 12' THRU 66' PIPE
NOTE 1, OPTIONAL MA IS REQUIRED
840.32
BRICK JUNCTION BOX IT THRU 66" PIPE
NOTE I, OPTIONAL MAN-dOLE IS RFOUIRED
640.34
TRAFFIC BEARING JUNCTION BCX FOR USE WITH PIPES 42" AND CINDER
NOTE I, OPTIONAL MANHOLE IS REQUIRED, A5 MEASURED FROM BOTTOM OF
TOP SLAB -- FOR JUNCTION BOX HEK;HT O'-4'8" USE 8 THICK WALL,
FROM 4'8" HE0-fT TO 10' HEIGHT, USE 17' THICK WALL, F PROPOSED
STRUCTURE EXCEDDS 12'-O" HEIG14T A SPECIAL DESIGN WILL BE REQUIRED
a40.36
F
840.36
TRAFFIC BEARING DROP INLET FOR STEEL (840,37) DOUBLE FRAME AND GRATES
NOT FOR USE IN PEDESTRIAN AREAS
840,37
STEEL GRATE AND FRAME
NOT FOR USE IN PEDESTRIAN AREAS
840,41
SPRING BOX CONCRETE OR BRICK
84OA5
PRECAST DRAINAGE STRUCTURE (SOLID AND WAFFLE WALL)
WAFFLE WALL D NOT PERMITTED N ROADWAY, PLANTING STRIPS,
OR MEDIANS. ALL OPENINGS SHALL BE PRECAST
840A6
TRAFFIC HEARNG PRECAST DRAINAGE STRUCTURE
84051
HPIC1K MNHOIE 7 36" PIPE
840,52
PRECAST MANHOLE 4' 5' AND 6' DIAMETER IT T4P J 42" PPE
640.53
PRECAST MANHOLE WITH MASONRY BASE 12" Tk2U 42' PIPE
840.54
MANHOLE FRAME AND COVER
840.60
DRAINAGE STRUCTLPE STEPS
840.71
CONCRETE PAVED DITCI-ES
840.72
PIPE COLLAR
850,01
CONCRETE PAVED DITCHES
852.04
k*7W DS FOR PL.ACEM IT OF DROP INLETS N GRASSED ?JE)M LBN6 1'-6' C7 12B AND GUTTER•
85205
MEDIAN CURB FOR CAT04 BASIN FOR USE WITH 1'-6" CUPS AND GUTTER)
85Z06
METHOD OF PLACEMENT OF DROP N.,[rT5 IN CONCREIE ISLANDS
87601
RIP RAP N CHANNELS
87403
QPAJI DITOHE5 WITH CLASS 'A" F2 12AP
87&04
DRAINAGE DIT{t4ES WITH CLASS "3' RIP RAP
310,01
1995 DRAWINGS CONCRETE FLARED END SECTION
NO.
DATE
REVISION
BY
SHEET TITLE
DETAIL SHEET #.1
PROJECT
COURTYARDS ON LAWYERS ROAD
TOWN OF STALLINGS, UNION CO., N.C.
FOR; EPCON COMMUNITIES
PROJECT NO.
SCALE
N . T. S.
DATE
01 /02/19
DRAWN BY
VGK
CHECKED BY
DRAWING N0,
40
SETS
YARBROUG]HI- IIII+]L AMS & IH ouL]E9 INC.
Planning Q surveying o Engineering
7 0 Aindoor Oak Court PA BBox 1198
NC Co orate Charlotte, North Carolina, 28273 Pineville, North Caroiina, 28134
Registration C-0475 704.666,1990 704.568.0605(fax) ISHT27OF

INTERSECTION with CLS28 aid GLA I INTERSECTION with
SDEWALIC CUB. and GUTTY C EN+ L NOM
Mel,
STREET NAME 51ON
I. A GROOVE JCINT I" DEEP WITH 1/8" RADII SHALL BE REQUIRED
71 INLK THE CONCRETE SIDEWAAT 5' INTERVALS. CNIIr I/2"
,,
°
E"-0'LL5TD ShDIRAETIE a" I" EXPANSION JOINT WILL BE REQUIRED AT 45' NTERVALS NOT TO
SUTTER 516N EXCEED 50' AND MATCHING EXPANSION/CONSTRUCTION JOINT N
R/H. r I
ADJACENT CURE A SEALED II'L" EXPANSION JOINT WILL BE
P/W V 510N STOP 516N GREEN 4u ," '' . e4 REQURED WHERE THE $IDEWALK JOINS ANY RIGID STRUCTLIIRE.
.8125 2.25' .�I" � 24' MIN p' ,. � +;:a•Y,
2. SIDEWALK AT DRIVEWAY ENTRANCES 70 BE 6" TWlCK.
O Q 1, DETAIL MIMIE MAR1,1 KERS
C M 24', Ml+�K1BWLAL LENGTH 0LA60". AND
HAVE
SNI[)I SHALL BE COVERED Wf71-I q - I' ° •,e• f .' + f• •'�' , a•.°f y 3. WIDTH OF F 5'.W OT ON THOROUGHFARE STREETS 51-IA.LL 6E A
VALLEY 2'-b" STANDARD MINIMUM OF 5'. W{DTH OF SIDEWALKS IN THE CENTRAL BUSINESS
SUITE MINOR $'-O" SET O!= SIGN 1 DISTRICT WILL BE DEl82MNED 13Y THE TOWN PLANNING DEPT..
8"-O" SET 2' MIN. FTRDM 4' MIN. CURB AND GUTTER O00" p n WHITE HIGW INTENSITY PRISMATIC (HIP) RETRO REFLECTIVE SHEETING (3M SERIES 3930 OR ECLJIVALBNT) 6
FAGS OF CURB STREET {THICKNESS) CX p WITH PRE5$LRE SENSITIVE ADHESIVE (OR EQUIVALENT TYPE IV OR HIGHER). VU {11Lf1 11 a I .4, WDTH OF SIDEWALKS ON NON -THOROUGHFARE STREETS SHALL
f STOP SIGN NAME SIGN � p `Tf'
2 THE L�ETiERS SHALL BE REVERSE CUT FROM TRANSPARENT GREEN OVERLAY FILM (3M t4177 EC FILM BE A MINIMW OF 4'.
+L EQ5T a o GROOVE JOIVT IN SIDEWALK
(14 eAU6FJ IARE-FIT SLEEVE ©p OR FQIJIVALEN7 MEETING FEDERAL SPECIFICATION FP-96, SECTION 178,OKA) AND ASTM D49S6f THE Jx" °T— ! 5. SIDEWALK TO BE POURED TO END OF RADIUAS AT INTERSEGTNG
STOP SIGN M R SIGN- 02 6 n�G� O a TRANSPARENT GREEN( OVERLAY FILM MUST BE PLACED ON THE SW TO PROVIDE AN EXPOSED OS' yylilTE
$,-0„ D o BORDER OP THE UNDERLAY WHITE HP RETRO-RFP'LFCTIVE SHEETING. 1ELLOLWAGK STREETS.
3. 61 IN 6. CONCRETE COMPRESSIVE STRENGTH SHALL BE 3600 P51, N 28 DAYS,
KEY TO FAST 1 1 pop THE
PESPONDNG LOWER CASE COMPOSED
4,5" IN HEIGHT, IN F-HWA�'HIGL-IW�AY B" CNET. THE STREET NAfW O � 2" 7. ZONING CONDITIONS MAY RTPENG 4 54AL B WIDTH SIDEWALKS
RJR O O SHALL HE LEFT -JUSTIFIED AND PLACED 05' FROM TILE SIGN BORDE37. ANY STREET NAME WITH 3 OR F�A
QUT0 V8° RADIUS
STREET NAME 51C9N #10-24 F AN&E NUT, ING- p ADZIEND O O DENIER LETTERS SHALL BE CENTER D NV THE SIGN TEXT AREA. �� • 2" JOINT FILLER. WHICH SHALL SUPERSEDE THESE STAIV>ARD DIMENSIONS SHOWN.
o O PREFIX/SUFFIX NAMES SHALL BE CCXAPOSED OF INITIAL UPPER CASE LETTERS 3" IN HEIGHT AND LLLJJJVVVLJR:1JI m a ff S! 8 T12ANSV#RSE EXPANSION JOINTS SHALL BE F€LLED WITH AN ELASTIC
" aE6 X 3" GARRIAC�E BOLT, ZING
O D CORRESPCNNDNG LOWER CASE LETTERS 22B IN HEICH-IT, IN F1HWA 1IIGI-WAY C' FONT, V EPDXY FROM THE FILLER TO FLUSH WITH THE TOP OF THE SIDEWALK
o �- 1/b" To 1/4@
�" alb HEX NUT, STEEL �•I\. p p SOCK (+�A+ABFri2S SHALL BE 3" IN i-ElGi-IT. fN FHNVA "HIGHWAY C" FONT. -� _.
\Y y°.
INTERSECTION with " #16 HEX NUT,ORNER BOLT (BREAKAWAY), ZING /y ,! F't' o Q (� SUFFIX MANES AND BLACK NLXM6ERS SI-TALL. BE RICH JUS7iRED AND PLACEtJ 05" FROM TINE O
STEELRIGIHT SIDE SIGN BORDER AND 0.25' FROM THE TOP AND BOTTOM SGN BORDERS PREFIX +
DITCHES. Old NO �.I B QICi GLITTER (1Y1a) LETTERS Ny S. E, AID W) SHALL BE CENTERED AND PLACED O,5' FROM THE LEFT -SIDE SIGN x
OVERLAPBORDER WTH 25"SPACING 70 BEGINNING STREET AME. ��` 3„ 4- 4'5TREHr NAME �,�-�y�� p 4, SUPPLEMENTAL SNM WORDING ON YELLOW HIP RETRO-REFLECTIVE SHEETING WITH BLACK VINYL ((, J a �J r
MARKS L�iJJra1 (TYP+% C O N ij f LETTERS SHALL BE PLACED ADJACENT TO THE GREEN OVERLAY FLM/BORDE62 TO INDICATE STREETS - I/2" EXPANSION .JOINT
5, I. P05T 5HAL.L 13E 14-GAUGE &ALVANIZI Q !\ \ Q THAT DEAD END, WAVE NO CUTLET, ETC. OR AVE: PRIVATE STREETS (PVT). THE YELLOW HIP
RETRO-PEFLECTIVE SHEETING MUST HE PLACED ON THE SKIM TO MAINTAIN AN EXPOSED 05" DORDER
WW 1 a �yN STEEL, Q�UIK-RUNGN, I#b 'HOLES, I" ON • O OF THE UNDERLAY WHITE HP RETQQ REFLECTIVE SHEETING. 2Rt RI51II
GENTFR ALIGNED ON AL.L_ SIDES, AND 2' p O , Jl' JOINT FILLER
SQUARE, !0 FEET IN ! EW- TH. ��.1" EMBED 25 \ � I � � � 1/4'" PER FOOT
ra 5TRIJCTLfzE "- -
%'�, O p )' NO UJTL_ET WITH ARROW (RIGHT OR LEFT) - PLACED ON SNM AT ENTRANCE TO A STREET OR p �_ DLl'�� 2• I/2"
FF
MINOR 2. THE SLEEVE SMALL BE 12-6AU6E 1 A 1 ti 0 O 5GUARE-FIT STREET NETWORK FROM WHICH TIDE IS NO OTIHER EXIT. USE UPPER CASE LETTERS 2" IN HEIGHT, IN I� LM l7?AN.SVEi?.JE ©CAI iC]N '," ( oPD GURU GImER
LTG STREET NAh �ARIC) R GALVANIZED 5TEY-L, -4& " HOLE5, I" ON �J o Q 51�VE FHWA 'HIGI-IWAY C' FONT. I� }m r�lf\
L�1! (} LI�IJ
2"
TOP SICy 2.25" SQUARE, 30'CENTER, ALICNFP 1IN LENGTH,N AIJ_ ES, Afin3 � PVT -PLACED ON SNM AT ENTRANCE TO PRIVATE STREET, USE UPPER CASE LETTER 4° N I,_EIC-HIT Q ® V ..IC}NT IN SDEW,, 4
AND CORRESPONDING LOWER CASE LETTERS 3' IN HEIGHT, N FPAIA 'HIGHWAY C' FONT. PROP05E=iD 4" CONCRETE 51DEWALK
1. TWO STREET NAME MARKERS ARE REQUIRED IF ; R 3. ALL STREET NAME SI&N5 ARE a0JEGT °DUIK Q DEAD END WITH ARROW (RIGHT OR LEFT) - PLACED ON SW AT ENTRANCE TO A SINGLE STREET
TO THE APPROVAL OF THE TOWN PLANNER PUNCH„ THAT TERMINATES IN A DEAD END OR CUL-DE-SAC, L15E UPPER CASE LETTERS 2" IN HEIGHT, IN DETAILS ��wl� �����f IM>tc
THE MA°!OR STREET FIRS 'J OR MORE LABS, OR HIS OE516NEE. � .iu[L
}k71.E5 FI WA "HIGHWAY C" FONT. F STUB STREET 15 LESS THAN OR EQUAL TO 200 FEET, THEN LEAD END
IS NOT �ECESSARY. 2. ANY VARIANCE FROM THIS STANDARD MUST EE � ('�'p� _ � SIDEWALK -
APPROVED B`f THE TOWN PL.APl+ER RIOT "rO S�+A� NOT TO SCALE 5' ALL 5NMa ARE SUB-lECT TO THE APPROVAL OF THE TOWN PLA1NJhER OR HIS DESIGNEE. NOT TO SCALE
IN CONCREM NOT TO SCA,i..E
TOWN OF s�Ai.�rTa'S STREET NAME SIGN INSTALLATION �`` TOWN OF STAL�TM � `'`m` TE?WAT OF sTAL,La�Gs
LAND SPAMA= STREET NAME SIGN °' m-r TOWN OF STALLIl�GS
•" c; LOCATIONS STD. NO, .. Aw« LAND STANDARD A LL M STAMARDS STREET NAME SIGN
SO.Os '' .� CONCRETE SIDEWALKS
}� /� `' (ry }� C _ LAM DSV�+1T SPAI�ARD3 50.(]5A �n" cw�p �J�.{)SB `��•" cy� S D. I REV,
10"22
CERAL NOTES,
t3M4-3 11 STEEL BEAM TYPE G UA12D RAILS SHALL EE INSTALLED AT THE END OF ALL DEAD-END STREETS, EX(�T CLL-DE-SAC STREETS � k0°
.. SIGN POST �
WHICH HAVE BEEN IMPROVED WITH A PEQMAJN�fT TUQN-AIROUND.
��•'pp 9llb"
2.. FOR STREETS 26' IN WIDTH THE GUARD RAIL SHALL CONSIST OF TWO(2) 12'-6" SECTIONS OR ONEV) 25' SECTION, TI-RI=E (3) ST�L
PAVEMENT - POSTS, AND TWO (2) TERMINIAL SECTIONS, FOR STREETS GPEATL32 THAN 25' N WIDTH THE GUARD RAIL SHALL SPAN THE 15f16" PROPERTY ENTIRE WIDTH OF THE STREET.
112" WIDE - - LINE j
���'' � GUARD RAIL 3/4" Ln (TYP MITE BORDER 31 GUARD RAIL SHALL. CONSIST OF PAL ELEMENTS FABRICATED TO DEVELOP CONTINUOUS BEAM STRENGTH AND INSTALLED AS SHOM. M I !f4"
RA,III[t5 (T YP.� L -4" APPROX. 12'-6" M 2' FdRG� BOLT /&" NG-2
r
5 ET HARRIGADE 4, MINIMUM THCKIESS OF GUARD RAIL SHALL EE Q GAGE U.S. STANDARD.
/4" INSIDE RADIUS (rYPJ THE RAIL ELEMENT NC LUDNG SPLICES, SHALL HAVE A MINIMUM LLTIMATE TENSILE STRENGTH OF 80,000 ILES, 5/8" DIA. x POST B[JLT PLAN DETAIL OF QOLT
12 V. GUARD RAIL PARTS FU24SI-ED SHALL 9E INTERCHANGEABLE WITH SIMILAR PARTS REGARDLESS OF TI-E SOURCE OF MANRFACTLRE4. 4,1/4" 55 -IIGE BOLT 4 If4"
SUARD RAIL 3' END ROAD HILL TI-E HIOLES FOR ['ONNECTNG BOLTS SHALL BE PUNCHED OF DRILLED, BURNING WILL NOT BE PERANfii�. QEAM TYPE fllARi7 RAIL 4 I/4' � 15/4b" DIA x
l u W CLAMP (T PI GA FUTURE DEVELOPMENT L-L 2' 1I6' PEEP RECESS 5f8'
T ION I S�CI�•,j,OCA7ION DETAIL in17 FOR THE CflTiNG CLASS, (2.50LOUNC S PER SQUAREOTHER
THE CURRr^NT SPECIFICATIONSZED TFOR ZINC -COATED (GALVANIZED) GTO THEALVANI�)RON, ANO 5E TII� I If4"
) WILL EXTEND STEEL SHE_ETS, COLS, AND CUT LHNGD-6, IN ACCORDANCE WITH ASTM 123A. 3 -3•
LAN 6, IF THE AVERAGE SPELTER COATING AS DETERMINED FROM THE REQUIRED SAMPLES IS LE55 THAN TWO (2) OUNCES CF 5PELTER PER Pam' --MAX. 12'-b" GEN R TO ENTER OF POSTS-OST T SAIL OF NUT
[3AGKCyROUND , SQUARE FOOT, OR IF ANY ONE SPECIMEN HAS LESS THAN L8 ONC ES OF SPFLTER PER SCdLARE FOOT OF D0 6UE EXPOSED SURFACE, THE
'THIS STREEU GROSS LOT SAMPLED SHALL U REJECTED, THE F1SPOTS SHEETS SHALL BE OF FIRST CLASS CCJf.IMEIRCICL QUALITY, FREE FROM IN IJRIOUS DE EGTS, ° 0/16" MIN,
J L N GONtEG� NOTE
#3 SUCH A5 DUSTERS, FLUX. AND UNCOATED SPOTS. Y Tj,�'��I3ErVATiON DUO. HOLE
SECTION
LNHITE TFJCf (TYPJ OF P05T 7 THE GUARD RAIL SHALL BE INSPECTED TO DETERMINE THAT THE MATERIAL, DIMENSIONS, AND WORKMANSHIP ARE IN ACCORDANCE
{2 LBJFTJ OF POST
WITH TH0IS FLAN. I I/b" -�j I-•--.4•� g
I+-3 If4" (14 6A16)
24' 9 WHERE A DEAD-H`D 5TREET REOUIPES GUARD RAIL, ENID OF ROADWAY MARKER SIGNS SHALL ALSO BE REQUIRED. —ER-1 SEE STD, E131W" MIN, i 114'
STEEI=T CC�C-CTIVITY SIGN" (SEE STD. 5oc7aA E 50.089) (ER-D.
21 f SLOPE (MIN. 3') NO. 50.08A 2 5/16'� � DIA. HOL
PERTY LINE 3/8"
° ° 2" DfA HOLE
NOTES,.L SIGN SHALL MEET AL EXCEED 0,0 3 I/4"Sri I'-6 12 Be FILLED
JCJ3 STANDARDS FOR RETROREF-LECTIVlTY' `.i'OST o ° NELSTRAL AXIS WITH GONG.
2 SIGN MATERIAL SHALL BE a,aBO" THICK ALUMINUM o z POST e I• WHEN A DEAD-END OR STUBBED STREET REQUIRES A ",3, ALL LETTERS 54ALL BE SERIES B-2000 FROM THE 2004 STANDARD HICK IIJAY � o
0
GLOODRAL SECTION, END OF -ROADWAY MARKER SIGNS SIGNS MANUAL (AND ANY REVISION THERETO) PUBLISHED BY THE FEDERAL o GONNEGTIVITY SIGN } o - -E EDGE OF PAVEMENT i2 II4`I/8"
(OMA-3, 24!W4"" SOLID RED) SHALL BE PROVIDED, HIGHWAY ADMNISTRAMON, ° SEE NOTE #3 ° I I _ 5/4" x 2 112" P05T
2, SIGNS ARE TO BE PLACED BEHIND THE BARRICADE (SEE o GOUT SLOT
DETAILS 5p.C7A-B), EVENLY SPACED WITH CNIE SIGN PLACED o ° r' 3 }fq 5561y SPLICE BOLT
AT THE CENTIBRUNE LOCATION AND ADDITIONAL SIGNS AT 6' e I I I I I o sr L�EF�f?-I3�D STREET �I0� �3 / " MIN.
O.C. (MINIMUM OF 3 SIGNS, MAXMJ%A OF 5 SIGNS. -I I ° �- I_ I c I"{PREFERRi~D) 2 5/I '
I - TAT ° II 29f32" x 1 I/e°'•.
[�-r�,-� ° I;-,y "' ! -I 11= I ° LICE BOLT SLOT
3 WHEN BARRICADE I$ USED ON A STREET STUB, THE SIGN AT o I � I. c =j y.
BASE o I' $E-CTION TI-RLJ RAC ELhIT
THE (�-T PUN- SHALL BE SUPPLEMENTPO WITH A STREET o A�
CONNECTIVITY SIGN. o � h BASE
c L�S.6JJ..DETAIL OF
4. ALL SIGNS/MARKEPS SHALL MIST OR EXCEED MUTCD
STANDARDS FOR RETROREFLECTIViTY. ° THIS DETAIL S NOT A GUARDRAIL DETAIL. FOR
NOT TO SCALE NOT TO SCALE ROADSIDE GUARDRAIL. SEE NCDOT STANDARD
NOT TO SCALE DRAWINGS 862.OH862Q3 NOT TO SCALE
TOWN OF STATd,MS • TOWN OF STAL�TGS TOWN OF STALUNGS
'b "t ete.oF
LAxD SrAMAM END OF ROADWAY MARKER ST>,- ND. ° LAND STANDARDS END OF ROADWAY MARKER NO, RLVw DEAD END STREET BARRICADE _ TUWN OF UAi UNGS
S0.OaB °" °k 50.08A "" LAND SI`ANDARDS GENERAL NOTES C LM RANDAM DEAD END STREET BARRICADE
A B c CANGRErE SIDEWALK �� I JNQj=
. REVERSE CLF2VE5 NOT NECESSARY IF ADEQUATE DRAINAGE CAN BE PROVdDED THAT WILL I. ALL CONICRETE TO IE 3600 P.S.I. IVEWAY WIDTH VARIES
ENSURE THAT SEDIMENT, WATER, DEBRIS. ETC„ DOES NOT COLLECT IN 90-DEGREE CORNERS. 2. ALL CURB OR C� RB AJND GL}TTER AND SIDEWALKS ARE I �1
2 PARALLEL ACCESSIBLE SPACES AND LOADING ZCI�S TO BE REVIEWED ON A CASE -BY --CASE BASIS. TO BE REMOVED TO THE NEAREST JOINT BEYOND NEW
WARRANTS 5AFF- Y RAIL } 3, FOR PARKING BAYS THAT ARE 8 FfZT N WIDTH OR GREATER. TI V PAVEMENT MARKNGS SHALL BE CONSTRUCTION OR CUT WITH A SAW AND Rp AOVID.
SAW CULT OR JOINT TO BE PERPENDICULAR TO EDGE SGA4a SET AT ONE (1) FOOT LESS THAN THE STALL WIDTH N
STANDARD SAFETY RAIL (STD. 0.04A) SHALL BE INSTALLFUJ OF ED(ISTNG PAVEMENT. SEE STD. 90, 10,17 FOR /2^ EXP, JOINT I/2, EXP. JOINT
4. GREATER SEPARATION FROM INTERVENING STREETS THAN THIE DISTANCES PROVIDED BELOW JOINT DETAIL
UNDER ANY OF THE FOLLOWNG CNRCUM$TANCE5 N E30TH NEW
MAY BE REQUIRED AT THE TOWN ENGINEER'S DLSfa2ETION. CONSTRUCTION AND IN RETROFITTING OR RECONST 2UCTIgN OF 3, ALL DRIVEWAYS MUST MEET THE C}RFNT TOWN DRIVEWAY ct
EXISTING ROADWAYS OR SITES' 5, POSITIVE DRAINAGE SHALL BE PROVIDED EITHER BY IN5TAULATON OF APPROPRIATE DRAINAGE REGULATIONS AND COOT REDUIIREME3VT5 FOR SPAGNF,
2 F•T. �� PARKING SPADE {T YF'�1 STRLIg77JRES OR SLOPE PARKING AREA TO STREET FLOW LIfNE. '„-LOPING PARKING AREA TO STREET SIGHT DISTANCE AND OFFSETS IP2DM PROPERTY rn�
A B I. WHEN THE CULVE3T CROSSING DETAIL (STD. aKJ.36A-6X I FLOW UI� ONLY PERMITTED IF ROAD GRADE IS GREATER THAN 21, UNES AND INTERSECTIONS. • + r + C7ROPVE JOINT • PL'ANYIN6 SiRiP
APPLIES. r�
,2 IF THERE IS A TWO F007 OR GRF_AiC-R' DROPOFF WRHN 2 - I--I�,�_- - . - -
(rllhU 6" HIGH CURB $ IF A BKE LANE {5 REOUIR® ADJACEN1T TO PARALLEL PARKING, TI-E MINIMUM WIDTH OF BEE LAME 15 6'. 4, 'A• BREAKOVER SHAD- BE B% OR LESS PLAN P 6 IROOVE
FEET OF TH OF THE 5VEWALK 15EE DIAGRAM. A). 2 FT (GUTTER NOT SHOWN) iA •ALGEBRAIC DIFFERENCE), • - -
GREATER 51DlrWALK P_A,IRICING IONS $ QF A SIDEUVALK 2'-b" STANDARD GURE3 6 6U1"I-!=R PROVVE GATGH BASIN OR SLOPE PARKl1"K 5, PRIOR APPROVAL 15 REpi]IRf' 9Y TOWN ENIGINEER ON GONSTRUGTI
3. IF THERE IS A ]-FOOT OR LARGER DROPOFF DIRECTLY 21 p#2 SIDEWALK ADJACENT TO HEAD -IN OR AREA TD6LARL3 STREET FLOW LINE JOINT
GRADES EXCEEDING WHAT ARE SHOWN. A
'-O" MAX, ADJACENT TO THE SIDEWALK E`UGE (SEE DIAGRAM B). _—I `�� GOOK -IN PARKING SHALL BE AT LEAST 7 • 4 a . � A
c 4. AT THE TOP OF ANY DROPOFF WITHIN THE PEDESTRIAN ' _ I �� W CONGRETE SIDEWALK a � Y
_-TAPER CURB PfFTH TO MEET DRI
S AT THE DIRECTION OF THE TOWN ENGINEER BASED SLOPED AT BACK C>FI 9OEAI K a I/2" EXP, JOINT
CLEAR ZOINE OR WHHRE PH�ESTRIAN5 GAIN REASONABLY EE DIA AM A
EXPECTED IN THE VICINITY. "• - ADDITIONAL PARKING BAYS Z � - - I/2" E)(i'. � DRIVEi^LAY WIDTH VARIES - 4'-O'
AND REVERSE CURVES PARALLEL-PARK49 Pc r JOINT
ON FIND CONDITIONS. r_.
A5 APPROPRIATE. PAVEMENT MARKINGID (SEE TABLE}
r PER f TGD, TYP
CEF,NnoNs • Pr E9 1F VERTICAL DRDPOFF 15 LE55 C . --_
------..._ __ �___.. _ .._ —__. __ PLAN VIEW
INCLUDE
-- A SLOPE 57 IN OR STEEPER, EXAMPLES _ I EbGE OF TRAVEL LANE
SAFETY RAIL THAN I FOOT, �aAFi=TY RAIL MAY NOT ,,,/// �.
} INCLEJDE HFINOWALLS, 12ETAINING WALLS, AND CULVERTS. SOA4A BE WARI2ANTEA, INSTEAD, THE E7C� '! r •�22' MIN.-�
� ,.= PARKfNS STALE (T1"P� I(AVRr1.,IE i I511*4 R7 AERT X'i NEXT ACC ENfIB
OF SIDEWALK MUST BE MARLED AITH MEASURE DISTANCE TO TOP OF CURB DRIVI~AAY WIDTH VARIES
PEEDR37PLAN CLEAR ' ,•FM
OF SIDEWALK, SLOPE, PE,AND SHOULD R SLOPED AOF ANY COMBINATION OR261, 0c!' F ntNLO, GH DPAINT
REG71Dhl ALONG �` $Tp r 4R AGGE551BLE RAMP STREET
- b SF� TAIL 0 Top OF CURB
'\ FI ATTCI'] C1flG5AlA1 V fV'Ncc w JJ
�mm,✓+, ,ua• v,vir•rua vNs�.> �r`l, IVLLLJ I V 6]G f KC.7CIV I. u. ✓,u�rr��,�. - -
---� LOCAL/
H16SIDEWALK -- FOR PURPOSES OF THIS STANDARD, THE TERM TTE CURB HC;- BAT LOCATEMID ON
DRIVEWAY COLLECTOR I E APE (" MATRIX BELOW]
"SIDEWALK' 6 USED GENERICALLY AND SHALL MEAN ANY I FT. f6UTTER NOT 5 IowN) LOCAL/COLLECTOR 2p' 20' 2p' r' -(; fI(][�A'�S,
-� PATH OR SURFACE TO BE USED FOR BICYCLE AND/OR OR -'°
PEDESTRIAN TRANSPORTATION, EXAMPLES INCLUDE. 13UT APFP SIDEWALK BETWEEN( TWO ROWS OF THOROUGHFARE 20' 20' 5p'
AIf1T I IAAI7M'YS Try drlGlhl Al TIC GSIVr oATI IS CI IAY'IGrI_I ,cam
GREATER" "i, . 510F A-K HEAD -IN OR BACK -IN PARKING SHALL BE CA" INIME 4) n296—�
,.. �,. .. ,
PATHS. PEDESTRN PATHS, AND GREFI.N s. EE7 WIDE
IA
RETAININS HALL:. 9 Q 4'-O' MIN. 4'-O" MIN rik%
OR 5rEP - 'A.
I III-TI I. A 2-FOOT-WIDE PLANTING STRIP LnO'ATFD AT TUF RArx� n rl OR r.AN we (rn I IcIII I � I — ° rezr . PARALLEL F'ARKINC� STANDARDS '?"_ . ter MAX. f4"/FT. 1 "6F6 'A'
I. ORAL INTO 13E
ALL CONCRETE TO E 3600 P.S.I. COMPRESSIVE STRENGTH.
STANDARD,
2, PARKING AT ANY ANGLE OTHER THAN PARAaa- 4. IF ONOL 5 SCURB E SIDEWALK IS USED. ADD 665 O ALL DIMENSIONS (I' IF PARKING`ON BOTH SIDES).� vV` �6^ �
_
(ONLY E USED N LIEU OF 2 FEET OF SIDEWALK WITH THE APPROVAL OF THE TOWN AND WHEN EXISTING
DRIVEWAY WIDTH
� .-0 111 •A•
�
DRIVEWAY TYPE MINIMUM AXIMUM j
N/g
2. TYPE OF PIPE TO BE USED IS 15f$' MAX, OD, BLACK IRON, LOW CARBON PPE OR GALVANIZED.
3, ALL FILET WELD AT ALL JOINTS.
HAVE A 1/2'PAINT
FILLETASSNI
C?IAGRAM B
�
CONDITIONS PREVENT CONSTRUCTION OF A 7-F-OOTI94FOOT SIDEWALK. WHEELSTOPS SHALL BE 6" HIGH MADE OUT OF
r 2 6
LOCAL/COLLE07gR O' 30'
LFARE" 0 so,
R INSTALLATION
4. AFTER INSTALLATION PAINT
LL Y WITH LACK ALL , -TER ENAMFL
VER'TIC/.hL CPCFOFP AT BACK OF SKXNVALK
3600-PSI REINFORCED CONCRETE, AND ANCHCRED WITH a5 OR (CATER RE BAR (2' MNUUM LENGTHI). REBAR HOLES 544LL..
5, SEE: DETAIL 50.04E FOR WARRANTS NOT TO SCALE
Kin r Tn Cf `A I C
BE GROUTED UPON INSTALLATION. WH(Ef5_5TOPS SHALL BE PLACED AT 2 FEET FROM THE EDGE OF SIDEWALK OR
OIL (RUCTION
THOROU
SECTION ®_ B
� �w��*'/�$T1 �� J* J�ryTr/.}�� NOT TO ZA,,ALt= " MUST PROVIDE ON -SITE TURNAROUND NOT TO SCALE
� V 1 f i 1 Y` ffALU GS 1
b � TOWN OF STALLdN(}S TOWN OF STALI.Il�TGS
SAFEIY RAIL TOWN OF MUMS RESIDENTIAL DROP CURB TYPE
LAND srANDARDs LAND srANMODS SAFETY RAIL WARRANTS STo- ND. R PARKING STANDARDS. CONT. DRIVEWAY WITH PLANTING STRIP
" 54.04A " ire LAND STANDARDS r5o�09B ' LAND fi'.ANDARDS
50.048
`" `�" (2'-V CURB AND GUTTERS 110.25A
NO.
DATE
REVISION
BY
SHEET TITLE
DETAIL SHEET #2
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
YMIMRO GH-WI L3LIII S & H®um, ITC°
ial. E nning O urveying °ngineering
730 Windsor Oafs Court P.O. Box 1198
NC Corporate Charlotte, North Carolina, 28273 Pineville, North Carolina, 28134
Registration C-,0475 704.556.1990 704.556.0505(tax)
DRAWING NO.
�� ��
SHT F HTS

Construction Sequence
Clearing and Grubbing Phase
I Receive plan approval from NCDENR Land Quality Section.
2. Meet field inspector on site.
3. Install all stormwater bypass systems (diversion ditches 2&3 and bypass storm systems)
first prior to construction and clearing for skimmer and sediment basins.
•r. Install erosion control devices as instructed by inspector.
5, Set up preconstruction rev€ew by inspector to check devices
for compliances with standards.
Sediment traps and basins must be stabilized immediately
after installation.
Clear and grubb site.
a Redress stone construction entrance as needed.
Rough Grading Phase
Note: Rough grading phase includes grading of streets, rough
grading of lots, and installation of utilities.
Rough grade streets and lots.
Install utilities, as each structure is installed, install inlet
protection around all catch basins, drop inlets and manholes.
,. Stabilize all areas not to be built -on at this time.
" 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
Install lot gravel construction entrance and silt fence, of
each lot as house construction is to begin.
Install silt bags in catch basins and drop inlets adjacent
to lots where house construction is to begin.
Clear lot and begin house construction.
4, Complete house construction.
5. Fine grade lot.
6. Install landscape plantings, seed and fertilize or sod lot
7. After lot is stabilized, remove silt fence.
Post Construction
Upon completion and stabilization of the upstream drainage
basins to each erosion control basins will be removed or
converted to BMP'S in accordance with the City of Concord
Post Construction Ordinance.
ADDITIONAL EROSION CONTROL MEASURES MAY
BE REQUIRED DEPENDING ON FIELD CONDITIONS.
Seedbed Preparation Notes
1. Surface water control measures to be installed according to
plan.
1. Areas to be seeded shall be ripped and spread with available
topsoil 3" deep. Total seedbed prepared depth shall be 4" to
6" deep.
1. Loose rocks, roots and other obstructions shall be removed
from the surface so that they will not interfere with establish-
ment and maintenance of vegetation. Surface for final seedbed
preparation, at finish grades shown, shall be reasonably smooth
and uniform.
+. 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.
5. Lime and fertilizer shall be applied uniformly and mixed with
the soil during seedbed preparation.
Seeding Specifications
Grass: Kentucky Fescue #31 80 lb./cc. (add 30 Ib./ac.
Rye Grain- Nov, thru Feb.)
Fertilizer 10-10-10 1000 Ib,/oc.
0-20-0 500 lb./cc.
Lime 2T/ac.
Mulch Small grain 1(%y/ac.
Emulsified tack 225 gal/oc.
Table 6.110 - Seeding No. 5P for: Grass -line Channels
Seeding mixture
Species' Rate(lb/acre)
Tall fescue 200(4-5 Ib/1=000 ft /
Nurse plants
Between May 1 and Aug. 15 add 15 lb/acre Sudangrass or 10 lb/acre German millet.
Before May 1, or after Aug. 15, add 40 lb/acre rye (grain).
Seeding dates
Best: Aug. 25-Oct.
Possible: Feb.-Apr.15
Avoid seeding from Nov. to Jan. If seeding must be done at this time, add 40 lb/acre
rye grain and use a channel lining that offers maximum protection.
Soil amendments
Apply lime and fertilizer according to soil tests, or apply 4,000 Ib/acre ground agricultural
limestone and 1,000 lb/acre 10-10-10 fertilizer. Operate tillage equipment across the waterway.
Mulch
Use jute, excelsior matting, or other effective channel lining material to cover the bottom
of channels and ditches, and staple securely. The lining should extend above the highest
calculated depth of flow. On channel side slopes above this height, and in drainages not
requiring temporary linings, apply 4,000 lb/acre grain straw and anchor straw by
stapling netting over the top.
Mulch and anchoring materials must not be allowed to wash down slopes where they can
clog drainage devices.
Maintenance
Inspect and repair mulch frequently. Refertilize in late winter of the following year, use
soil tests or apply 150 Ib/ocre 10-10-10. Mow regularly to a height of 2-4 Inches.
Refer to Appendix 8.02 for botantical names.
Table 6A0b - Temporary Seeding Recommendations for Summer
Seeding mixture
Species' Rate(lb/acre)
German millet 40
In the Piedmont and Mountains, a small -stemmed Sudangross may be substituted at
rate of 50 lb/acre.
Seeding dotes
Mountains - May 15-Aug. 15
Piedmont - May 1-Aug. 15
Coastal Plain - Apr. 15-Aug. 15
Soil amendments
Follow recommendations of soil tests or apply 2,000 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.
Maintenance
Refertilize if growth is not fully adequate. Reseed, refertillze and mulch immediately
following erosion or other damage.
Table 6.10b - Temporary Seeding Recommendations for Fall
Seeding mixture
Species' Rate(Ib/acre)
Rye (grain) 120
Seeding dates
Mountains - Aug. 15 - Dec. 15
Coastal Plain - Aug. 15 - Dec. 30
Soil amendments
Follow recommendations of soil tests or apply 2,000 Ib/ocre 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 refertillze damaged areas immediately. Topdress with 50 lb/acre of nitrogen in March.
If it is necessary to extend temporary cover beyond June 15, oversee with 50 lb/ocre Kobe
(piedmont and Coastal Plain or Korean (Mountains) lespedezo 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 lespedeza (Kobe in
Piedmont and Coastal Plain,
Korean In Mountains)
Seeding dates
Mountains - Above 2500 ft: Feb. 15 - May 15
Below 2500 ft: Feb, i - May 1
Piedmont - Jan. 1 - May 1
Coastal Plain - Dec. 1 - Apr. 15
Soil amendments
Fallow recommendations of soil tests or apply 2,000 Ib/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.
Maintenance
Refertilize if growth is not fully adequate. Reseed, refertilize and mulch immediately
following erosion or other damage.
TEMPORARY 5EDIMENf
TRAP DESIGN CRITERIA
DRAINAGE
AREA
< 10 AC.
(ACRES)
MN. ! MAX.
LENGTH TO
2-1/ fi 9
WIDTH
RATIO
1500
MN
(O I FT,
VOLUME
PER AC.
RE{kURED
DISTURBED)
SURFACE
25
3
(50, FT,
AREA
PER CFS
REQURED
010)
rv2
; EMBANKMENT
INFLOW
�-
STRLJGTURE
y
,
4
_
AVERAGE AREA"
WIDTH - LENGTHRGENGY
• AREA OF BA5114 WATER k r
SPILLWAY
5UWA6E AT TOP OF PRiMAF h���' 1
SPILLWAY ",5"
L r
PLAN VEIN
a s
NOTESI
BAFFLES
I. REFER TO
P FREE5OARD W=5' MIN.
NCESCPDM
6" MAX. DEPTH Or rLOH
EMBANKMENT
SECTION M6.64
FOR ADDITIONAL
INFLOW
5TRLCTURE 8AF#=LES
OVER EMER6ENGY 5PILLWAY
MIN. I'
T=15' MIN.
DESIGN
Z=5' MAX.
SPECIFICATIONS
REGARDING
tv
WNM5;1 SEDIMENT
DEWATLRIN6
BASINS.
ZONE
' "
as v'�'
v
�
'
EMER6ENGY
2, REFER TO STQ
"30J4 FOR
FILTER FABRIC
��
SPILLWAY
BAFFLE SPACING
SEDIMENT
AND INSTALLATION.
STORAGE ZONE CROSS-SECTION
ANTI -SEEP
VEIN COLLAR
DATA BLOCK
NOT TO SCALE
DA51N
ORAL E
AREA
(AGRE5)
DENUDED
AREA
(ACRES)
C3 o
BASIN Vg1SJN4E
ASIN SURF GE
GLEANOFIT
DEPTH (FT
H/2
H
{FEET)
Z
L
(FEET)
T
t�T)
W
(FEET)
SIJMNER
FIFE
VIA.
SKINNER
ORIFICE
DIAL
D
GUBIG FT
17
(GUBIG FT)
I
FT
PROVIDER
(5G) FT,i
(FEET)
TM OF ffALLM
LAND DEVELOPMW SrANDARDB
WOVEN FILTER
SKIMMER SEDIMENT BASIN
5THEL PO5T
a FILTER FABRIC-
� v
1L
Iy-- FLOW
GBVt ?AL NOTES
L WOVEN FILTER FABRIC BE USED WH'a7E SILT PENCE IS TO REMAIN FOR A PERIOD OF
MORE THAN 30 DAYS.
2. STEEL POSTS SHALL BE 5'-C" IN HEIGHT AND BE OF THE SELF-FASTH%BR ANGLE STD
TYPE.
3 TL.RN SILT FENCE UP SLOPE AT KIDS.
4. ORANGE SAFETY FENCE iS REQUIRED AT BACK OF SILT FENCE WHEN GRADING IS
AD.WCENT TO SWIM 1 WS, STPIEAMS OR WETLANDS (MFM TO SWIM BUFF M
GUIDELINES). THE COLOR ORANGE IS RESERVED FOR VISUAL IDENTIFICATION OF
ENNIRONVvEJTALLY SENSITIVE AREAS.
5. DRAINAGE AREA CAN NOT BE GREATER THAN V4 ACRE PER 100 FT OF FEKM
6, SLOPE LENGTHS CAN NOT EXCEED CRITERIA SHOWN N TABLE 6.62A NORTH CAROLINA
EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL
7. 00 NOT INSTALL SEDIMENT FLEE ACROSS STREAMS, DITCHES, WATERWAYS OR OTHER
AREAS OF CONCENTRATED FLOW.
MAINTENANCE NOTES
I. FILTER BARRIERS SHALL BE INSPECTED BY THE FINANCIALLY RESPOISBLE PARTY
OR HIS AGENT IMMEDIATELY AFTER EACH RANFALL AND AT LEAST DAILY DIKING
PROLCNGED RAINFALL ANY REPAIRS NEEDED SMALL SE MADE MMMEDIATELY.
2. SHOULD THE FABRIC DFC'.OMIPOSF OR BELOW INEFFECTIVE PRIOR TO TIME END
OF TS E EXPECTED USABLE LIFE AND T}-E BARRIER STILL IS NECESSAR7. THE
FABRIC SHALL LSE REPLACED PROMPTLY,
3 SEDIMENT DEPOSITS SHOULD SE REMOVED WHEN DEPOSITS REACH APPROX, HALF
THE WEIGHT OF THE BARRIER. ANY SEID&CNT DEPOSITS REMAINING N PLACE
AFTER THE SILT FENCE IS REMOVED SHALL HE DRESSED TO CONFORM TO THE
EX95T1NG G PADE, PREPARED AND SEEDED.
LM DEVIWITSrANDAM TEMPORARY SILT FENCE
NOTES
I. A STABILEZED ENTRANCE PAD OF #5 WASHED STONE OR PAL ROAD BALLAST SHALL BE LOCATED WHERE
TRAFFIC WILL ENTER OR LEAVE THE CONSTRUCTION SITE ONTO A PUBLIC STREET.
2 FILTER FABRIC OR COMPACTED CRUS14EP_ RUN STONE SHIALL BE USED AS A BASE FOR THE CONSTPLIG-TI3N ENTRANCE.
3. THE ENTRANCE SHALL BE MAINTAINED N A CONDITION W 0-4 WILL PREVENT TRACKING OR FLOWING OF SEDIMENT
ONTO PCJI3.I0 STREETS OR E)dSTNG PAVEMENT. THIS MAY REQURE PERIODIC 70P DRESSING WITH ADDITIONAL
STONE AS CONDITIONS WARRANT AND REPAIR OR CLEANOUT OF ANY MEASURES USED TO TRAP SEDIMENT.
4. ANY SEDIMENT SPILLED, CROPPED, WASHED, OR TRACKED ONTO PUBLIC. STREETS MUST BE REMOVED IMMEDIATELY.
5. WHEN APPROPRIATE, WHEELS MUST BE CLEANED TO REMOVE SEDMENT PRIOR TO ENTHRING A PUBLIC STREET, WFEN
WASHING 15 REQUIRED. IT 5HIAU fEE DONE N AN AREA STABLEED WITH CRUSHED STONE: WHICH DRAINS INTO AN
APPROVED SEDIMENT BASIN SEE STD. NO. 30JIEL
5. THE TOWNUNODOT MAY REGU RF A STANDARD CO&NV I2CIAL DRIVEWAY (STD. 10.24 E 10.251 TO
ACCESS THE OC)NSTPLJCTION SITE F THE DRIVEWAY IS ON A THOROUGPFAPE,
100'MIN.
PLEILIC STREET
EX15TINO ORO
SOIL 5TA13ILIZATION FABF
UNDER e5 WASHED STONE
STABILIZED CONSTRUCTION ENTRANCE
SKIMMER BASIN NCDENR STD. 6.64
30.02.A
NOT TO
PERSPECTIVE VIEW
fVG VENT
r PVC. ELBOW PIPE
'VG END GAP
WATER SURFACE
PVr- END GAP
PdG PIFE
SCHEDULE 40
1/2" HOLES IN
PVC. PIPE
UNDERSIDE
PVC, TEE
FLEXIBLE
- HOSE
�.
IIII�II ����° .
- 'G' ENCLOSURE
WATER ENTRY UNIT
PVC, TEE
5GHEDULE 40
PVC. PIPE
ORIFICE
PLATE
SCHEMATIC OF SKIMMER TARN FROM Pr-NNSYLVANIA EROSION AND SC-DIW'4T PCIL.LUTIONI CONTROL MANUAL.-, MARCH 2O00.
o MN OF SrALLM
LAM DEVEXIrAORr SrANDA= SKI M M E R
WIiRE
WOVEN FILTF
MERAL NtjTES
L WIRE FENCING SHALL 03 A MINII OF 57" N WIDTH AND SHALL HAVE A MINIMUM OF 6
LINE WIRES WITH 17 STAY SPACING
2, WOVEN FILTER FABRIC BE USED WHO SILT FENCE 15 TO REMAIN FOR A PERIOD OF MORE
THAN 30 DAYS,
3. 57FR POSTS SHALL BE 5'-O' IN HEIGHT A U BE OF THE 5ELF--FA5TEVER ANGLE STEEL
TYPE.
4. WIRE 1=ENCNG SHALL BE AT LEAST #10 GAGE W3TH A MINIMUM OF 6 LINE WIRES WITH IT
STAY SPACING.
5, TURN SILT FENCE UP SLOPE AT ENDS.
6. WIRE MI SHALL BE MIN 13 GAGE WITH MI 17 OPENINGS.
7. WIRE AND WASHED STONE IS REQURED TO BE SHOWN ON PLANS AT THE TOE OF :LOPES
GREATER THAN 10 FEET VERTICAL (2-1 SLOPED
a ORANGE SAFETY FENCE IS REOUPED AT BACK OF SILT FENCE WHEN GRADING IS ADJACENT
TO STREAM PUFFERS, STREAMS OR WETLANDS (REFER TO SWIM BUFFER GUIDELINES). THE
COLOR ORANGE IS RESERVED FOR VISUAL IDENTIFICATION OF ENVIRONMEWAILY SENSITIVE
AREAS.
9. DRAINAGE AREA CAN NOT BE GREATER THAN 114 ACRE PER 100 FT OF FBVCE
b. SLOPE LENGTHS CAN NOT EXCEMD ORITERIA SHIOWN N TABLE 6.62A NORTH C:AF20UNA
EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL
II. DO NOT INSTALL SEDIMENT FENCE ACROSS STREAMS, DITCHES, WATERWAYS OR OTHER
AREAS OF CONCENTRATED FLOW.
MAINTENANCE NOTE
I. FILTER BARRIERS SHALL RE INSPECTED BY THE FINANCIALLY RESPONSIBLE PARTY CR
HIS AGENT IMMEDIATELY AFTER EACJ-1 RAINFALL AND AT FAST DAILY DURING;
PROLONGED RAINFALL. ANY REPAIRS NEEDED SHALL SE MADE IMMEDIATELY.
2 SHOULD THE FAE RIC DECOMPOSE OR BECOME INEFPEOTNE PRIOR TO THE END OF
THE D(PECTED USABLE LIFE AND THE BARRIER STILL IS NECESSARY, THE FABRIC
SHIALL BE REPLACED PROMPTLY.
3. 55DIVENT DEPOSITS SHOULD BE REMOVED WHEN DEPOSITS REACH HALF THE HEIGHT
OF THE BARRIER. ANY SEDIMENT [DEPOSITS REMAINING IN PLACE AFTER THE SILT
FENCE 15 REMOVED SHALL BE DRESSED TO CONFORM TO THE EXISTING GRADE,
PREPARED AND SEINED.
T0WN0FffAUffl <s HiGH HAZARD
nnL.I1&....T.TANDA.
I TEMPORARY SILT FENCE
A -Al
Z*7
30.02 B
-5TTEEEL P05T
MIRE FENGIN5
FILTER FABRIC.
re5 YJASI•ED S'
30.068
NEW STABILIZATION TiMEFRAMES
Site Area Description Stabilization Ttmeframe Exeeptlons Graded Slopes and Fills
Perimeter dlkesawaleadltchea and slopes 7 days None The angle for graded slopes and fills shall be no greater than the
angle which can be retained by vegetative cover or other adequate
(V High Quality Water (HQW) Zones 7 days None erosion control devices or structures. In any event, upon
completion of any phase of grading, slopes left exposed shall be
Slopes atthan 31 7 der If elopes are 10' or less In length and are planted or otherwise provided with ground cover, devices, or
op steeper an : days not steeper than 2:1. 14 days are allowed structures sufficient to restrain erosion. See chart below for
d Slopes 3:1 of flatter 14 days 7 days for slopes greater than 50' in length. stabilization timeframes.
All other areas with slopes flatter than 4.1 14 days None, except for perimeters and HOW Zones
EROSION CONTROL TEMP. DIVERSION DITCH CHART
DITCH
NO.
C
I10
AREA
(AC.)
010
SLOPE
%
SIDE
SLOPE
DEPTH*
W(ft.)
B(ft.)
N
VELI ID
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
NOTE: ) STOP STORM DRAINAGE ABOVE DIVERSION DITCHES AND SEDIMENT B*SINS.
SCHEDULE INSTALLATION OF REMAINING PIPE AFTER ROADS AND DENUDED AREAS HAVE BEEN
STABILIZED AND SILT BASINS HAVE BEEN REMOVED.
2.) SPILLWAY SIZE BASED ON L= 4 0 .s ( MIN. SPILLWAY LENGTH = 10' 30 CFS)
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 1' 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 BE STABILIZED IMMEDIATELY AFTER INSTALLATION.
SKIMMER
BASIN NO,
DRAINAGE
AREA (AC.)
DENUDED
(AC.)
Q10
(Cfs)
REQUIRED
STORAGE
VOL. (CF
STORAGE
VPROVIDEDOLUME F)
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 ORIFICE
MARLEE
SKIMMER ORIFICE
FAIRCLOTH
3
4.26
3.67
17.97
6,606
18,724
64'x168'
52'xl55'
10'
0.5
674
680
5,839 s.f,
10,653 s.f.
MODEL 1 W/
1.5" DIA. ORIFICE
2.0" W/
1.6" DIA. ORIFICE
5
4.12
4.12
17,38
7,416
11,869
78'x89'
65'x77'
10'
0.5
674
680
1 5,647 s.f.
6,841 s.f.
MODEL 1 W/
1.5" DIA. ORIFICE
2.0" W/
1.7" DIA, ORIFICE
6
0.75
0.75
3.16
1,350
6,099
59'x61'
47'x48'
10'
0.5
676
682
1,028 s.f.
3,727 s.f.
N/A
1.5" W/
0.8" DIA, ORIFICE
7
1 2.71
2.71
11.43
1 4,876
1 6,826
54'x82'
34'x71'
10'1
0.5
673
679
3,715 s.f.
4,326 s.f.
MODEL 1 W/
1.5" W/
1.0" DIA. ORIFICE
1.5" DIA. ORIFICE
RISER BASIN - STATE DETAIL #6.61
THIS PLAN IS A FINAL DESIGN -NOT
RELEASED FOR CONSTRUCTION
UNLESS INITIALLED/DATED AS APPROVED:
APPRO VED: l / J-- I
INITIALS DATE
RISER BASIN
NO
DRAINAGE
AREA (AC.)
DENUDED
AREA
(AC.)
Q2
( )
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)
WIDTH
Z(FT)
SPILLWAY
WIDTH (FT)
HEAD (FT)
AT SPILLWAY
CONCRETE
ANCHOR
BARREL
LENGTH
BARREL
INV. IN
BARREL
INV. OUT
BOTTOM
ELEV.
TOP OF
DAM ELEV.
SURFACE AREA
(REQUIRED)
SURFACE AREA
(ACTUAL)
BAFFLES
FOREBAY
SKIMMER ORIFICE
MARLEE
SKIMMER ORIFICE
FAIRCLOTH
1
31.72
23.05
44.92
70.23
57.096
96,287
114'x463'
101'x451'
2
OUTLET BOX
18"
0.50
1
10
5.0
OUTLET BOX
0.5
7.5'x7.5'x1'
59.53
659.30
659.00
663.00
669.00
30,549 s.f.
51,741 s.f.
YES
YES 11
MODEL 2 W/ 4" DIA. ORIFICE
4" W/ 3.9" DIA. ORIFICE
2
1 22.45
21.77
28.56
44.05
40,410
47,805
137'x294'
124'x275'
2
OUTLET BOX
24"
0,50
1
10
5.0
OUTLET BOX
0.5
7.0'x7.0'x1'
82.07
660.91
660.50
665.00
671.00
19,160 s.f.
26,098 s.f.
YES
YES
MODEL 2 W/ 3" DIA. ORIFICE
4" W/ 3.3" DIA. ORIFICE
SEDIMENT BASIN
DESIGN CRITERIA
DRAINAGE
q0 AC.
ARE
100 AC.
(ACRES)
MIN 1 MAX,
LENGTH TO
2 i / fs+I
WIDTH
RATIO
MN.
1500
ICU, FT.
VCLLVvE
PER AC.
REQURED
DISTURBED)
SURFACE
435
INFLOW
5TR11GTIJRe
U
(SQL FT.
AVERAGE _ AREA.
A714 W
AREA
PER CFS
L
REQUIRED
CID)
■ AREA OF BASIN WATER
SURFACE AT TOP OF PRINCIPAL
NOTES-
5PILLWAY
I. REFER TO NCESCPLDM
SECTION tt"I FOR
ADDITKY44L. DESIGN
SPECIFICATKX%I5
REGARDING SEDIMENT
BASINS,
INFLOW
2. REFEP TO 5TD. #SOJ9
5TRUGTURE -
FOR BAJ�iS SPACING
AND NSTALLATICK
3, FIRST BAFFLE IS TO BE
CONSTRUCTED OF
DEWATt i21NC
RF-RAP AND 45
WAS-IED STONE, WITH A
MN, HEIGHT OF 3' AND
FILTER FABRIC
MIN, TOPWIDTIH OF 2'.
4. FLASHE30ARD P15ER NOT
SEDIMENT
PERMITTED FOR USE
5TORA6E ZONE
DATA 9LOC
L FREEBOARD -
b" MIN. INVERT ELEVATION
OF EMER6ENGY SPILLWAY
ORD BAFFLE,
HARDWARE
CLOTH
5UR'RDUNDIN6
5KIMMEK
EML=t7 AAA'
SPILLWAY
ANTI.5EEP
COLLAR
BASIN
PRAINA6E
AREA
(ACRES)
DENUDED
AREA
(ACRES)
Qm
BASIN VOLUME
'BASIN SURIRAGE ARE
GLEANOIJT
AEPTII iFT
H/2
H
(FEET)
Z
(FEET}
L
(FF"ET}
T
(rT)
W
(F}
5KI*1115t
PIPE
VIA.
SKJMHM
OrtIFIGE
VIA.
(GUBIG FT
(GUBIG FT)
FTC
ID
(5C FF)
TM OF ffAU11W
U. LAND DEiIEE,flIF�I�'r SrANDA�tD� SEDIMENT BASIN
COAL NOTES,
AREA UNDER EMBANKMENT SHALL BE CLEARED GPLIBBED AND STRIPPED OF ANY VEGETATION AND ROOT MATI92IAL
THE F'LL MATERIAL FOR THE EMBANKMENT SHALL BE FREE OF ROOTS OR OTHER WOODY VEGETATION AS WELL
ORGANIC MATERIAL OR OTHEII OB.ECTICNABLE MATERIAL.. THE EMBANKMENT SHALL
CONSTRUCTED. SPILLWAYS SHOULD NOT BE CONSTRUCTED THROUGH FILL SECTIONS, ALL SPILLWAYS SHOULD BE LINED AND/OR RIPRAPPSJ.
SEDNE NT SHALL BE REMOVED AND TRAP RESTORED TO ITS ORiGNAL DIMENSIONS WHEN THE SEDIMENT HAS ACC UMLILATED
REMOVED SEDIMENT SHALL BE DEPOSITED IN A SUITABLE AREA N SUCH
THE TRAP SHALL UE INSPECTED AFTER EACHRAIN AND REPAIR'S MADE AS NEOE55ARY,
5. CONSTRUCTION OPERATION SHALL LE CARRIED OUT IN SUCH A MANNER THAT EROSION AND WATER POLLUTION IS MINIMIZED,
6. ALL CUT AND FILL SLCPES SHALL BE 211 OR FLATTER.
7. SEDIMENT BASIN EMBANKMENTS S40LLD BE PROVIDED WITH EROSION CONTROL AND STABILIZATION,
STORAGE AREA MAY BE CONSTRUCTED N ANY SHAPE PROVIDED THE MINIMUM STORAGE VOLUME REQUIREMENT IS MET, THE BASIN
SHOULD ALSO BE ORBVTED SUCH THAT THE FILTER AND THE MAIN FLOW OP WATER AND SEDIMENIT ARE COI OPPOSIT= ENDS ON THE
LCNIGER BASIN DIMENSIONS.
THE LENGTH OF THE STONE OUTLET (SPILLWAY) IS TO BE BASED ON A 10 YEAR STORM
}, WABNEVER TOPOGRAPHY ALLOWS, THE BASiN LENGTH SHIOU_D BE TWICE (2X) THE BASIN WIDTH, TO ALLOW FOR SETTLING.
BAFFLES SHALL BE INSTALLED IN ALL BASINS.
CLEANO.JT STAKES SHALL BF PLACED IN ALL SEDIMENT BASINS AT TI-E LOW POINT IN THE BASIN, THE STARS SHALL BE MARKED
540VVW THE HALF FULL. CLEANOUT POINT, OF THE BASiN.
12 SAFETY FENCING 3' HIGH SHOULD BE PLACED AI ALL SEDIMENT BASINS.
R FOR DESIGN OF SEDIMENT BASINS, REFER TO THE NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL RESOUPCF..5•
W FOR SLOPE5 GREATER THAN 17' IN LENGTH Alm PROTECTED BY SiLT FENCE AT THE TOE OF THE SLOPE. SLOPE TERRACING VVILL
M THE BERM ON SM"ENIT BASINS SHALL. BE SEEDED ONCE FINAL GRADE HAS BEEN REACHED. TILE SILT FENCE MAY BE REMOVED F PERMISSION
WAS BEEN GRANTED BY THE TOWN LAND DEVEL.OPMENTMODENR INSPECTOR AFTER THE GRASS HAS GERMINATED AND STABLE GROLND HAS BEEN
ESTABLISI-ED.
WASHC-D STONE AND WIRE BACKING SHALL SE USED WITH SILT FENCE VA-ENEVER SILT FENCE iS PLACE AT
THE TOE OF A SLOPES 10, VERTICAL OR ALONG ANY CHANNEL OR WATER COURSE WHERE 50' OF BUFFER
IS NOT PROVIDED.
TOWOFSrMLIM
unmwn irsTmDAm GENERAL NOTES -SEDIMENT BASINS
NOT TO
30.03A
30.03E
STD. E SPEC. It
TITLE
%*CiAL REQUIREMENTS E NOTES
GII
PERMANENT SEEDING
-
6.17
ROLLED EROSION CONTROL PRODUCTS
-
6.51
HARDWARE CLOTH E GRAVEL INLET PROTECTION
640
TEMPORARY SEDIMENT TRAP
WEIR TOP WIOTW 10' MIN, 807TOM 7' MIN
6.61
SEDIMENT @ASIN
RASH BOARD RISER NOT PERMITTED
6.64
SLIMMER SEDIMENT @ASIN
IST BI RP RAP E WASHED STONlE BERM
2ND @��' STANDARD BAFFLE
3RD BAFFLE HARDWARE CLOTH SLIPROU DING
THE SKIM1MW
NCDOT 1606J
SPECIAL SEDIMENT CONTROL FENCE
THE STANDARDS ir• SPECIFICATIONIS SHOWN ARE FROM THE 'NORTH CAROLINA ERC SON AND SEDIMENT CONTROL PLANNING AND DESIGN
MANUAL" LNCESOPDM) PREPARED BY NC DEPT. OF ENVPOWSVT AND NATURAL RESOURCES NI ALSO PENCE NCDOT
'ROADWAY STANDARD DRAWINGS,` LATEST EDITION.
THE TOWN HAS ADOPTED THE SPECIFIC STANDARDS E SPECIFICATIONS SHOWN ON THIS DETAIL AS MANDATORY MINIMUM DESIGN
STANDARDS E SPECRCATIONS. "SPECIAL iREQUIREM NTS E NOTES' ARE INCLUDED WHEN THE TOWN'S CRITERIA IS MORE STRINGENT THAN
THE N1C SCPLDM OR NCDOT STANDARDS,
nYLMMVKaMW8TAXIMM
SPECIAL EROSION CONTROL
REQUIREMENTS & NOTES
NOT TO SCALE
30.00
NO.
DATE
REVISION
BY
SHEET TITLE
DETAIL SHEET #3
PROJECT N0.
SCALE
N. T. S.
DATE
01 /02/19
PROJECT
COURTYARDS ON LAWYERS ROAD
TOWN OF STALLINGS, UNION CO., N. C.
FOR: EPCO.N COMMUNITIES
DRAWN BY
VICK
CHECKED BY
YARBROUGH- I]GLUMS & HouLE, IINc.
Planning D Surveying a Engineering
tvhrNIMAII) *Win i
73D lrmdsor Oak Court P.O. Box 118E
NC WCorporate Charlotte, North Carolina, 28273 Pineville, North Carolina, 28134
Re istration C-0475 704.658.1990 704.566,0605(fax)
DRAWING NO.
r�(�
LHT 290E 4�SHT5

CONCRETE ­ONS REINFORCING I-_
PIPE
M
10'
12"
15"
15,
22"
26"
29"
33"
DI
"C"
SAR
`D"
BAR
LGT.
I' R
2` 2"
2--8'
3'-2'
3'-9°
4
4'-8"
5' 2'
5' 8'
6'-2•
6'-8" F N
ALTERNATE WALL
GONP16URA710IN
Ei
n
G
L = LEN&7H
--L
'
77
.
W
-y-
r }
WALL
THK.
OUT
DIA
IN
DIAL
H
A
B
C
E
F
G
W
K
NOI
LGT.
I NO
�^
4
2' O
4
2 I/4'
A U2'
L5"
27112 "
20`
24"
a'
1L
d"
4'
8"
I7
8"
4
2'-3"
4
2 U2"
23'
IB'
31'
2O'
24"
8'
9"
4°
4"
8"
F7"
24'
4
2'-9"
a
3"
34"
24'
38"
20`
30
$'
12
4'
4^
$'
21"
3c7
4
3'-3"
4
3 U2•
3T
3O`
45"
20'
44"
IT
15'
6'
1 '
B"
3E'
36"
4
3'"T
4
4'
4A'
36
52"
32"
44"
IT
18'
6'
8"
8'
3C
42^
4
4'-3"
4
4 I/2"
51"
47
59
32'
49
21"
6-
$"
$"
34
48"
4
4'-9"
4
5"
58"
4B"
66
3 "
'
6•
8•
5 If2"
65`
54'
73^
32"
54"
12"
27
6"
8"
8"
38'
4
5' 3"
4
6"
72
60"
66
I
b'
I2"
60"
4
5'-'T4
6 U2"
79'
66"
8'j
r
I
66"
4
6•-3'
R
7"
B6`
72
94"
36"
78"
12'
36"
8"
t2"
I2"
56"
43 72`
R
6`-9"
R
III t351 AN AT
MINIMUM WEIGHT AT END 0!` RADIUS
12NG 46 LES
COVER 66 L13S
FRONT ME W O VARIES FflR MORE DETAIL
FERAL NOTESI GEII, RAL NOTES 0-0" VALLEY GUTTER
I. ALL CORNERS TO BE CHAMFEPBD 3, A A 1D'-0" MAX. 2' 6" CURB
CONCRETE. K E r SCOpE 1, SEE FORMER NODOT STANDARD 310.01 FOR DETAILS. DIAMOND PATTERN SOLIDr IF
EXPANSION JOINTJAEAN-
'I'NTRANSMIt .
2. THE CONTRACTOR WILL BE REQUIRED " G1 A I REINFORCEMENT SHALL CONFORM TO THE REQUIREMENTS GOVE3R OR ROUND ORATE COVER:
TO PLACE 2-u6 BARS 'Y' IN THEE TOP
.( OF RENFORCED CONCRETE PIPE OF LIKE DIAMETER? PER
AASHTO MI70, TABLE 2, WALL 8.
OF ALL ENDWALL PIPE CULVERTS SrEFL HOED CATCH B47 AND OVER WITH A MINIMUM 3' ,. r T AIL CITE TO B 3600 P.S.I COMPRESSIVE STRENGTH.
COVER AND A LENGTH OF 6" LESS
THAN ENDWALL SECBMI,_6„ - �¢, PROVIDE TONGUE OR SPIGOT JONT AT INLET END SECTION.2'-4" DIA, 10 -0" MAX.
3. FORMS ARE TO FOE USED FOR THE 5 STD, 20.23 AND 20,24 PROVIDE GROOVE OR EELL JOINT AT OUTLET END SECTIONL 1'-Il-3/8" DIA. TRANSMIIN.
CONSTRUCTION OF THE BOTTOM SLAB, E'L4N VEND '"EXPAN
4, WALL Tl-EIOKNESS (T) SHOWN IS NOT
EI THE DIMENSIONS FOR END SECTIONS SHALL SUBSTANTIALLY AGREE 2-If8"
ON
TO BE INTERPRETED TO MEAN THE WITH THE TABLE. MINOR VARIATIONS WILL BE PERMITTED BASED 3/$'
THICKNESS ACCEPTABLE BUT 15 USED � U i ON THE MANUFACTU1QER'5 57ANDARD FORMS AND 'TEMPLATES.
ONLY IN COMPUTING ENDWALL D
QUANTIz NOT TO BE USED IN NCDOT MAINTAINED RIGHT OF WAY.
5. IF CONTRACTOR ELECTS TO USE i d - '• 3'-O" VALLEY GUf i ER
TIES,
4,
CONSTRUCTION JOINT AT BOTTOM iv T.#"4 D' BARS AT 12" ON CENTER TOP VIEfN I4, - - �I/2" D[A, - OF PIPE. AND POURS BASE BAR 12 OG. - 1/2" RADIJ5
'G" BARS AT i2 ` ON CENTERSEPARATELY, TI-E TOP (JF BASE
SHALL HE LEFT ROUGH. �TI E �1 �� �
T� I'-10-3lb" DIA, E
6, ALL CONCRETE TO BE 3600 PSI. 2-3/8" VIA.
COMPRESSIVE STRENGTH. SIDE VI EiN L WHERE 2'-6" CURB AND GUTTER IS USED,
NOT TO SCALE ENDNOT TO SCALE SECTION A -A CATCH 9ASINs MAY BE LOCATED ArNo
NOT TO SCALE 2 RADIUS AT INTERSECTION MAY VARY. NOT TO SCALE
..,, TOW OF STAu ass CONCRETE WINGWALL WITH SPLASH PAD TOWN OF SrALd.Il�i(iS FLARED END SECTION TOWN OF MUMOS MANHOLE RING AND COVER ..,..p TM OF STAILM S
_
UMDEVEUM rrSrA>NDOW 20. 7 `,..a �R, r.M STAMAxD� 12' THRU 72' PIPE 20.22 ��: SrANDAM FOR SLAB TY CATCH BASIN 20 . NO. 1ArID 3�'1►rIDA CATCH BASIN PLACEMENT AT INTERSECTIONS
10.30
CADVER ROTES
c NezAL NOTES- sro AK°
2NlE OPENIIN6 4" GONGRE7E OR OPTIONAL DROP 1. NET MAINTENANCE SHALL BE DCCULVI(=NTF_D N FRO.ECT LOG BOOK.
1; MORTAR JOINTS SHOLLD BE BETWEEN 3!8" AND 5/8" TWlCK. IF RECIUIRED COVER INLET FRAME AND
GRATE ANTE STD 2. FILTER TYPES SHALL BE APPROVED BY THE TOWN NSPECTOR PRIOR
2. ALL CONCRETE TO BE 3600 PS.I COMPRESSIVE STPENGTN ;r 840J(2) TO INSTALLATION.
EASEMENT REQUIREMENTS FOR $ THE 6" OPENING ShbWN MAY BE INCREASED TO 8" MAX. IF DEEMED 76 pIPENlW S. FILTER BAGS MAY BE REMOVED WHEN SITE IS STABILIZED AT
BE NPCE55AR7 3Y THE ENGINEER. OPEN STORM DRAINAGE CHANNELS
6 THE DIRECTION OF THE ENGINEER,
GENIAL NOTES,
1. FOR OPEN CHANIEL5 THE MINIMUM -
EASEMENT MU57 CONTAIN THE WIDTH OF THE
STREAM FROM TOP OF BANK TO TOP BANK.
2. WIDER EASEMENT WIDTHS MAY BE REQUIRED
FOR PIPE DEPTi-IS GREATER THAN Tf3N FEET.
3. PIPE SYSTEMS AND OPEN CHANNELS ON
PRIVATE PROPERTY SHALL BE PACED IN
A STORM DRAINAGE EASEM011T.
ALL CATCH BASH OV1=R 3'-6° IN DE PTH SHALL BE PROVIDED WITH STEPS 8 el 4. FILTER BAGS SHALL BE REMOVED PRIOR TO STREET ACCEPTANCE,
5. FILTER BAGS SHALL BE CLEANED OR REPLACED ON A REGULAR
!'-T ON CENTERS. STEPS SHALL 6E IN ACCORDANCE WITH STD. 20.12 BASIS (NOT BE MORE THAN HALF FULL AT ANY TIME],
LANE WIDTH (L) LANE H17M (w LANE WIDTH (L) LANE WIDTH (L) IPS CONCRETE BRICK MAY BE USED N UEU OF HARD COMMON CLAY BRICK 6. FILTER BAGS SHALL NOT BE ALLOWED IN EXISTING TOWN OR NODOT
Ll2 L/2 L/2 Ll2 L/2 d JJNVO BRICK WILL BE PERMITTED. O ROADS.
TFOR $'-O' N HEIGHT OR LESS LIB 8" WALL. OVER 8'-O' IN WEIGHT USE 12' � �' .'!..'�.:�,- "• ": ;: -
= 0 HOOD
j WALL TO 6'-0" FROM TOP OF WALL. AND 8' WALL FOR THE: REMAINING 6'-0'.
I ALL EXPOSED JOINTS WILL BE CONCAVE TOOLED.
ALL PIPE IN STORM DRAIN STRUCTURE SHALL BE STRUCK EVEN WITH THE; SECTION Y-Y GATE
4. THE PURPOSE OF THE STORM DRAINAGE EASE1vENT - 2 z`n - - INSIDE WALL" GROUTED AND @I SMOOTH. -
IC3: WEEP HOLES SHALL HE PLACED N BACK WALL WITH FLIER FABRIC - - ORATEY_ Mw
(9DE) 15 TO PROVIDE STORM WATER CONVEYANCE. 24" OR STONE ON BACK SIDE.
STRUCTURES OR OBSTRUCTIONS TO STORM (TYP)
WATER FLOW IS PROHPaIiEED, THIS CATCH 6ASIN 15 NOT TO BE USED WITHIN STREET RIGHT OF WAIT.71 EXPANSION 1" RE3AR. FOR BAG
EASEMENT REQUIREMENTS z V
5, MA,INITI3JANCE OF STORM DRAINAGE EASEMENTS (BEET ENCLOSED STORM DRAINAC I S O LTV-ESS OTHERWISE APPROVED BY CETY ENCIP�R. x x RESTRAINT REMOVAL FROM INLET
OUTSIDE THE RK�TT-OFWAY IS NOT THE RESPOEN5IBILIT7
OF THE TOWN OF STALLINGS.
6 ALL OPENINGS (DOORS, WINDOWS, ETC,) ON STRUCTURES
ON A LOT SHALL BE LOCATED A MINIMUM OF ONE FOOT
ABOVE THE ADJACENT FINISHED GROUND SURFACE (APPLIES
TO LCTS WHICH MAY EXPERIENCE SIGNIFICANT OVERLAND
ROW NOT CONSIDERED IN L-F 100 PLUS I FLOW ANALYSIS.
CUBIC FEET PER
SECOND IN IOO-YEAR
EASEMENT WIDTH
STORM
5 -16 CFS
30' CENTERED
17 - 70 CFS
60' CENTERED
70 CPS
100' PLUS WIDTH OF
CHANNEL CENTERED
TABLE OF DIMENSIONS
D
T
A
B
C
E
L
WT•
1T
2-1/4'
4"
2'-0'
4'-P
2'-01
6'-f
730
15,
2-114'
6"
2'-3"
3'-10"
2'-O"
6'-r
730
18"
2-1/2'
9"
2'-3"
3'-10"
3'-10"
6'-r
1190
24"
3"
10'
3'-S"
2'-6"
4'-0'
6'-T
1770
30"
3-1/7
1'-0°
4'-6'
1'-8"
5'-0'
6'-2"
2380
36'
4'
1'-3"
51-3"
2'-11"
6'-C"
8'-r
5320
42'
4-1/7'
I I'T
5' 3"
1 2'-II'
6'-6'
8'-2"
5920
48"
5"
2'-0'
6'-0"
T-T
7'-0'
8'-7
7470
54"
5 U2"
2'-3'
5'-6'
2'-10•
T-6"
8'-4"
8810
60"
fi
T-6'
5-O'
3•-37
8'-0'
8--3"
11180
66"
6-112'
3'-0"
6'-0
2'-3'
8' 6
8-3"
12530
72"
7"
3'-G'
6'-6'
1'-9"
9-O"
8-3"
13960
h h FILTER BA6-- ' DEFLEGTOF :
INLET PIPE Y DUMP 1_00,15
LVV I
ELAN
F p
4" CONCRETE !�
GOVER CATCH B
b
D
B h OUTLET
BE LESS THAN LS M (6 FT). IF DIAGONAL OR LONGITUDINAL LINES ARE USED WITHOUT TRANSVERSE
LINES TO MARK A CROSSWALK, THE CROSSWALK SHOULD NOT BE LESS THAN 1.6 M (6 FT) WIDE.;L A4
6
3. IF USED, THE DIAGONAL OR LONGITUDNAL LINES S4-COULD BE 300 TO 600 MM (12 TO 24 N) WOE AND SECTION 14STAU-ATION .
SPACED 3O0 TO 1500 MM (12 TO 60 N) APART. THE MARKING DESIGN SHOULD AVOID THE WI CFi x
NOT TO SCALE PATHS, AND THE SPACING SHOULD NOT E)(CEED 25 TIMES THE LINE WIDTH. NOT TO SCALD NOT TO SCALE NOT TO SCALE
TOWN OF SrALLINGS MINIMUM DRAINAGE EASEMENT 4•°m.,• TOWN OF STAUIRGS TOWN OF SrAi LDM SLAB TYPE CATCH BASIN "N TOWN OF SPAT UMS
�, REQUIREMENTS FOR STORM DRAIN PIPES"�,�,�, p{}� �ADsvr N0. E�E,. LAriDD�,�,�, CATCH BASIN INLET PROTECTION
- V. -� .1
AND OPEN CHANNELS A 50.14 a 15 THRU 4$ PIPE ,,
20.O�A °" ,,�130.15
NOTES, bQTES, W2
fi0' R/W (MINIMUM) I. FOR NEW PLANTING AREAS, REMOVE ALL PAV-MENT, GRAVEL. AND DEPTH OF APRON IPRAP A MEDIAN Si ED M I. CLASS OR 7I OF RFC LENGTH WIDTHND or -FLARED SEGTit?N
R/YY R/W SUB -BASE AND CONSTRUCTION DEBRIS BEFORE PREPARING SOIL AND TO BE DESIGNED BY THE ENGINEER.
PINEA2.
30' (MIN) 30- (MIN) PLANTING TREES.
13`-0" (MIN)- 13'-6" 13'-6'° 13'-O" MIN Z REMOVE SOIL TO A DEPTH OF 15'. SCARIFY, TILL OR OTI 5PWLSE 2. O THE SDESIGNTA-LIN SS STORM WATER DESIGN MANUAL FOR
) ( ) LOOSEN THE REMAINING SOIL TO A DEPTH OF IT. ADD NEW PLANTING RIPRAP
1' S'-0" �1 2'-6" 1'-0" 11'-0° 2 S" 8'-0. 5'-0" 1' MY A5 SPECIFIED. 3. RIPRAP D EXTEND UP BOTH SIDES OF THE APRON AND AROUND THE END
(MIN" (MIN) (MIN) 1 3, SUBSURFACE DRAINAGE SHALL BE INSTALLED IN ALL MEDIANS AND TIED OF THE PIPE OR CULVERT AT THE DISCHARGE OUTLET AT A MAXIMUM SLOPE OF
1' 2 �" 4' H--(MIN) INTO EXISTING STORM DRAIN SYSTEM, A 4 INCH PERFORATED DI AND A HEIGHT NOT LESS THAN TWO THIRDS TI-E PIPE DIAMETER OR -
+++ CORRUGATED PVC DRAIN OR HOPE PER AASHTO M25Z TYPE CP CULVERT HEIGHT.
(MIN) 6' F51--2' �+ WA SERVICE (SNGLE-WALL, CORRUGATED) SHALL BE INSTALLED IN EACH MEDIAN A1'
METER lT E ROTTEN OF THE EXCAVATED AIaEA DRAIN SHALL BE COVERS WITH 4, THERE SHALL BE NO OVERFLOW FROM T)-E END OP THE APRON TO THE
CAP SURFACE OF THE RECEIVING C-IANNEL. THE AREA TO BE PAVED OR OPPAPPED
A MINIMUM 6 INCHES OF 457 WASHED STONE, THEN WRAPPED WITH A SHALL BE UNDERCUT 50 TWAT THE INVERT OF THE APRON SHALL BE AT THE
2.1 C MAX. I/4"/ FT' 1 4" PER FT. 1/4" PER Fr,
1/4'"/ FT. SPECIFIED NONWOVEN GC-OTEXTILE PABRIC. SPECIAL CARE S44LL BE SAME GRADE (FLUSH? WITH THE SURFACE OF THE RECEIVING CHANNEL. THE
�
/� EXERCISED WHEN FLUNG MEDIANS WITH SCL SO NOT TO CRUSH 012 APRON SHALL HAVE A CUTOFF OR TOE WALL AT THE DOWNSTREAM END, z
3:1 9LL MAX. 2:1 CUT MAX. X g Ei
+ y • e'•t VI BON DAMAGE THE DRAINAGE SYS111vL WIDTH VARIE5 6 ALL H OF T E FOR SING CHANNEL,
TO COdM TAPER TO 2E OR GREATER.
_
,• WIDTH OF THE RECEIVING CHANNEL., MAXIMUM TAPER TO RECEIVING CHANNEL 51. O
3.1 FILL MAX. THE WIDTH OFT R�T¢�
�''� ��
GAS � � o i
MAIN f� aQ
a POWER 7 STREET TREE I 7. THE PLACING OF FILL., EITHER LOOSE OR COMPACTED IN THE RE-CEIVING I. A MINMUM OF 24' FROM OUTSIDE DIAMETER OF PIPE TO SIDE ¢ II � 2' �d z v TELEPHONE NEW CANTING MIX
} 2 CATCH 6ASIN SCARIFIED 51 L_ Ta `DEPTH CHANNEL SHALL NOT BE ALLOWED. I. END OF 'j. OF TRENCH MUST EE ALLOWED FOR COMPACTION OF FILL
WATER SE RMCE 18"-36" DEPT 9096 ON'I3;'AG7FP B. NO BENDS OR CURVES IN THEER
HORIZONTAL ALIGNMENT OF THE APRON - MATIAL. BACKFILLNG OF TRENCHIES MALL BE ACCOMPLISHED�
S6RLATEpAL
WATER BOASGOMPAC TIEDWILL BE PERMITTED. MAIN 5L 7PE AT 2" PER FOOT MAX;., IMMEDIATELY AFTER THE PIPE ISAID L. THE FILL AROUND THE
TO 6E 4' TO 6' DEEP j Wt H UNGOMPAGTED 9, FILTER FABRIC SHALL BE INSTALLED ON COMPACTED SUBGRADE PRIOR T(5' PIPE SHALL BE PLACED IN LAYERS NOT TO EXCEED 6'.
IRRIGATION LINE PL NTIN6 MIX. PLACEMENT OF RIP RAP. UNDER NC CIRCUMSTANCES SHALL. WATER BE PERMITTED I OUTSIDE DIAMETER
SEWER I GURF3 O ti -© A 10. ANY DISTURBED AREA FROM END OF APRON TO RECEVNG 0VAN EL OAS SLOPE TO RISE IN LNBACKFY LED TR©NCHES AFTER THE PIPE HAS BEEN _
(IF R150WRED)
MAIN TYPICAL UTILITY PLACEMENT AND GUTTER GUR9 MUST 5E STABILIZED. PLACED. COMPAC71CN REQUIREMENTS SWALL BE AT-TANEO IDY _F
" Np CUTER USE
CPAUSDA
OT E OMONECKRN GCM NO SEDIMEATER T AND EROSION FOR DESIGN NUAL OR I' MIN THE USE C� MECLL BE L TAMPS ONLY. ND H AND GHLY OMP I I
y IIII' MfN. OF BACKFILL SHALL BE f�ACEp LOOSE AND TNORgUGHLY COMPACTED: -
VARIE5
(15" MIN)
f 16^ FABWAIF
INTO PLACE.
NQI I -.i®' OUTLET La WI W2 �T H
1. ALL DIMENSIONS NOTED AS MINIMUM ARE SUBJECT TO STANDARDS REQUIRED BY "
ARTICLES 13 AND 16 OF THE TOWN OF STALLINGS DEVELOPMENT ORDINANCE, i
2. WATER AND SEWER MAY BE REVERSED FROM LOCATION SHOWN ABOVE. i - - !_, I O --- •
• EXCAVATE AT 1:1 SLOPE
3. WATER AND SEWER SEPARATION SHALL BE IN ACCORDANCE WITH SECTION .0900 Sa AS NOT TO ID15TUFZB I�
OF THE RULES GOVERNING PUBLIC WATER SYSTEMS. STREET SUB&I AL EE
4. WATER AND SEWER SHALL BE INSTALLED UNDER PAVEMENT TO MINIMIZE I
DISRUPTION TC PRIVATE PROPERTY DURING MAINTENANCE ACTIVITIES. 4" SUBDRAIN 10096 COMPACTED
5. TELEPHONE, CABLE TV, AND POWER SHALL BE LOCATED JUST INSIDE THE STREET (51E 5TD 20.28) SLec+z aDE
PIPE SIZE
EASEMENT REOUIRIT
UP TO IS"
5' CENTERED
16" TO 36"
20' CENTERED
" 36"
30' CE NTEREO
O
- . 6" 5OLIP WHfTE 8" GAP
(TYP)
Af0-Ec i
- L PER MU7CD STANDARDS, WHEN C1205SWALK LINES ARE USED THEY SHALL CONSIST OF SOLI) WHITE
LINES THAT MARK THE CROSSWALK. TI-EY SHALL BE NOT I-M5 THAN 50 MM (6 1" NOR GREATER
THAN 600 MM (24 IN) IN WIDTH.
2. IF TRANSVERSE LINES ARE LISED TO MARK A CROSSWALK, THE GAP BETWEEN THE LINES SHOULD NOT
DIMENSIONS OF
BOX AND PIPE
REINFORCING
COVER
PIPE
SPAN
WIDTH
WEIGHT
BARS - X
BARS - Y
TOTAL
DIMENSION
D
A
0
HIMN.)
NO.
LENGTH
NO.
LENGTH
CBS.
P
G
15"
3`-6"
2'-3"
2'-T
2
3--4'
7
4'-7
26
4'-10"
V-T
16"
4'-0"
2'-8"
T-II'
2
3'-9'
8
5'-I°
33
5'-4"
4'-0'
24"
4'-0'
T-8"
3'-5'
2
3'-9'
a
5'-I'
33
5'-4"
4'-0'
30"
4'-O
3'-6"
T-11"
2
4'-1'
9
5--I•
37
5'-4"
4'-10'
36"
4'-O"
3'-6"
4'-6"
2
W-7"
9
5'-1.
37
5'-4"
4'-i0"
42"
4'-O"
3'-6-
4'-Ir
2
4--T
9
5'-1'
37
5'-4"
4'l)-
48"
4'-6"
4'-O"
5'-5'
2
(IF NEEDED)
1; ALL BAC6:FLL MATERIAL SHiAU1. HAVE AN IN PLACE ,2d" 24
ELEVATION
COMPACTED DENSITY OF 95% STANDARD PROCTOR.
3. THE FINAL 2' BELOW FINISHED GRADE SHALL E E 100%. PIPE SHALL BE PLACED
NATURAL 69-AD
4. ALL TRENCHING OPERATIONS SHALL MEET OSHA STANDARDS. ON SUITABLE MATERIAL
RIP
5. BACKFILL MATERIAL BENEATH ROADWAY SHALL BE SELECT BAC 29U_ MATERIAL.,
�1 RAMP
x II II
RIGHT -OF --WAY (COLOCATION IS REQUIRED). "" d5O (sea F19 5,06 0412 'NAG 5EDIMENIT AND EPI05ION GONTRDL MANUAL" T(THIGKN=w-IO MIN.
6. IRRIGATION SYSTEMS ARE NOT ALLOWED IN THE STREET RIGHTS -OF -WAY UNLESS SLOPE TO PROVIDE dmax = Is x d5O -
E
AN ENCROACHMENT AGREEMENT HAS BEEN ISSUED BY THE TOWN OF STALLINGS. F'D5ITIVE PRAINA6E T = 1.5 X dmax. NOTE, R OF FILTER FABRIC(4% MINIMUM} T(min)-la" MINIMUM 1­1=24d
7. TREES PROPOSED IN THE PLANTING STRIPS OR RIGHTS -OF -WAY SHALL BE PIPE DIAMETER
APPROVED BY THE TOWN OF STALLINGS PRIOR TO INSTALLATION. NOT TO SCALE 5150ION ELD NOT TO SCALE NOT TO SCALE
�i TOWN OFSTALLINGS
STAN STREET SECTION WITH UTILITIES �`'' TDNPM4FMUM MEDIAN GREATER THAN 120 INCHES °"'�'' TOWN OFSrAi�.Il+T4S RIPRAP APRON AT PIPE OUTFALLS ~`"` TOWN OFSTALUNG1S TRENCH DETAIL
11 LAND DEVELOPMENT STANDARDS STD. NO. sro /
60'RIGHT-OF-WAY o-� _ ' 1A mDgvff �rSrANr mm EXCAVATION, DRAINAGE AND BACKFILL ��� � SrA> Ds OTHER THAN AT CREEK BUFFERS °.. �.n° � STANDAM FOR STORM DRAIN
40.08E 20.23 .�^
zo.25
NO.
DATE
REVISION
BY
SHEET TITLE
DETAIL SKEET #4
PROJECT NO.
SCALE
N. T. S.
DATE
01 /02/19
P
PROJECT
COURTYARDS ON LAWYERS ROAD
TOWN OF STALLINGS, UNION CO., N, C.
FOR: EPCON COMMUNITIES
DRAWN BY
VICK
CHECKED BY
VGK
YMMROgJQ'aH- IILII.IAMS & Ho$71L]E9 IN0,
Planning o Surveying o Engineering
wmi-) wmimT
730 YPindsor Oak Court P.O. Box 119E
NC Corporate Charlotte, North Carolina, 28273 Pineville, North Carolina, 28134
Registration C-0475 704.556.1990 704.658.0606(fa=)
DRAWING NO.
�� 4�
SHT F HTS

I. CONNECT GRASS SWALE EASEMENT TO A DEDICATED 20' POST GONSTRUGTiON
PUBLIC RIGHT OF WAY WITH A 20 FOOT ACCESS EGONTROL5'EASEMENT (PGG I � 'MIN. b FREEBOARD
ASEN�pNT. CENTERED ON GWANNEL SANITARY 5EWER PIP?
VARIES -MAXIMUM 100' 1
HECK DAM (SEE DETAIL), -- - - ARY SEWER R/
a � o w m9W q
m
REQUIRED HEAD H'
• a ° m • a + a a
2%a MA,a251 111;i'a) s CO
!! A FOREBAY BERM APRON .. PUBLIC STORM DRAIN EASEMENT STORM DRAIN PIPE
STD. RIP RAP '
PLAN VIEW (SEE P TAIL) " wr w F� »GW . iOINES AIN IC]R �D h1M �LOYI a � w w PLOW. � o
"�- THE SANITARY SBWE42 AND STORM DRAINAGE EASEMENTS MAY OVERLAP,
2 EA MUFI TI t?PEw 3'5 I+IAX1MUi�1 E EtTTIVE 5� 140WEVE32 TWF= PFIE AND ASSOCIATED STRUCTURES MUST NOT BE: IN THE OTHER
. ` GONTOM UTILITY'S RIGHT OF WAY, THE SANITARY SEWFR EASEAVVT WIDTHS SHALL
BE AS OUTLINEq !N AGENCY'S DESIGN MANUAL THIS DETAIL DOES NOT APPLY
TOP OF BERM CONTOUR TO STORM DRAINAGE UTILIZING OPEN CHANNEL FLOW,
( SHOW AND LABEL ON PLAN
PLAN VIEW
WATER QUALITY STORM - ..
1- =na1=o=llau ll=ru if W n=li�fr ri "an-n=-11 11n '� rilrr llfln u n 41"R3-mill_n Ili n `ilk lieal rf nP'nlrl > IOIGI o it PLAN MEW
="--�Tl-n=iII11Ji1-"'III=III S=1Ti _lll�!ldll�'- - • .. °
PRO1`9LE
I - -
5 4 3 4 5
2' MINIMJM _�WATER QUALITY STORM _ - ... _ / / .
BOTTOM WIDTH - 2 VARIES, HEIGHT TO BE I 2' MINIMUM BOTTOM 7W PIPE
MA4mililXIMUM SLOPE 1 DESISNED TO MAINTAIN THE VERTICAL SEPARATION GUDEUNE
- _ _ EFFEGTIVE SLOPE LE55 MAXIMUM 5L WILL BE USED LIP TO THE POINT WHERE
ill (t(Illr f - - .. O TO b" FREE EOA u_I -yll THAN I - I A STORM 6" F BOA - Lana THE TWO RIGHTS OF WAY ADJOIN EACH THE SANITARY SEINER AND STORM DRAINAGE
u ul_In it -I n�uac'=fl ui �ln -y I- ,
�j^+� w III II t , „ "T tt a Ii urdll�tl �l ll^l OTHER.
PIPES MUST BE NO CLOSER TOGETFET2
G
mom'- - tTyT- - U. o Alice. In=pla" - _ .. HORIZONTALLY THAN THE VERTICAL DISTANCE
fi Jildlhif rl=
+Ti•li�l I Iq�ii�ll-;''- - - " ,_ ,-- I_ II_ auatl=",- YARD INLET AREA CAC) 01-5 HEAD N �T3 COMArENT .
1 THE BOTTOM OF THE LOWER PIPE, A
CI-ECK DAM flfld .I.. '°�Ti=�lj�li51 'I}r'�}I�'�,'�I. = I�I�II�uM„- � eF'TWEEN THE TOP OF THE HIGHER Po-''E AND
VEGETATION - - FOREBAY BERM - I'. ,. i PIPE MAINTENANCE CREW MUST 0E A6LE TO DIG
SECTION A_A MAINTAINED TO MTAL VFOETA71ON DOWN TO THE LOWER PPE SLOPING THE DrCCW
" 3"-b" WEIGHT SECTION A -A MAINTAINED TO ON A 1'1 SLOPE UP FROM THE REQUIRED TRENCH
- 9"-6" WEI5HT ��FILL VIEW BOTTOM WIDTH AND NOT EXPOSE THE HfG-ER
2`I� PIPE..
NOT TO SCALE
NOT TO SCALE NOT TC? SCALE NOT TO SCALE
x �nwxaFSTAun�c�s GRASS CHANNEL MWOFSTAL1rn41a5 GRASS CHANNEL _ .'.., MWNOFSrAu�S •pim•"y
LAND DBvfirr STANDARDS BMP FIG. 4s.2 121.17 . °,.� LAND. STANDARDS PLANTING PLAN - �T .
GRADING AT DROP INLET _ TOWNOFSTS OVERLAPPING STORM DRAINAGE/SANITARY
M'0 SEWER EASEMENTS
BAIlP RG. 4.5.3 21. s '°" LAM STANDARDS 20"35 ''°° °°.LOW 20,29
NOTES, °1 ` �S GENERAL NOTES
6 RIPRAP SIZE TO BE DESIGNED BY ENIGH�ER, I T ONIE 25%
2 CHECK DAMS MAY BE USED IN SLOPING D1TCI-ES I. ORNE 5' STEEL POST AT LEAST 24' INTO OF AGE ^RE^ I. REMOVE THE STRUCTURE WHEN NO LONGER NEEDED.
_ _ SOLD GROUND, 1. LAY DLANCE7S LOOSELY AND STAKE OR STAPLE TO _
OR CHANNELS TO SLOW VELOCITY OR TO CREATE {NLSUZOPIE 25AS A (NOT TO EXCEED I YEAR). MAINTAIN DIRECT CONTACT WITH THE SOIL, DO NOT
SEDIMENT TRAPS. 2. USE STAPLES I' APART HORIZONTALLY ANd CJF FZFAGE ARB 2. AS A MNII��UM, DESIGN THE STRUCTURE TO PASS 2 YEAR 57' P'
VERTICALLY TO ATTACH THE FILTER _ '
3 ENSURE THAT MAXIMUM SPACING BETVlE N GAMS PLAOEB THE FABRIC TO THE WIRE FENCE. oUTL1 T ONE I5A5 PEAK FLOW WITHOUT dV 70PPING. 2, •DIMENSIONS SHOWN A;2s MVWM MA, MANUFACTURED
TOE OF THE UPSTREAM DAM AT THE SAME ELEVATION AS THE OF SUR�AGE AREA PRODUCTS MAY HAVE ADDITIONAL REQUIREMENTS THAT
3. ENSURE THAT DESIGN FLOW VELOCITY AT THE OUTLET MUST BE NET.
DOWNSTREAM DAM CSEE DIAGRAM OELOW). S MINIMUM BAFFLE SPACING IS 10'. OF THE CROSSING STRUCTURE IS NON -EROSIVE FOR THE
.. , I _ - RECEIVING STREAM CHANNEL. _ " S STICKS, GRASS MAT/BLAidCPE SURFACE SHALL RE E $ SHALLE OF �HA E SOL GOC7D SO1L� 1.2" MIN. '
# 5 WASHED STONE 4 THE FLOOR ER THE BASIN IN THE OUTLET ' i CONTACT. SPAGIM6 TYP.• KEY/ANCHOR MATERIAL A7'
IMMEDIATELY
AND BERMS SHOULD BE SEEDED r
IMMEDIATELY AFTER THE BASIN IS l
OONSTRUGT D. f + x 4. THE DETAIL SHOWN IS POP SLOPE MATTING, FOR CHANNEL TOP OP SLOPE.
2 1 OR PIPE OUTFALL MATTING SPECIFICATIONS, PLEASE REFER � f�:
I
GL.A55 B RIP RAP � �FLOhC Fa REFER TO NCESCPDM SECTION n6,66 FOR -�._� \ WASHED STONE � TO NCESOPDM STANDARD #6.17 AND MANUFACTURER'S
I 2' MAX ADDITIONAL SPECfFIATION�S. \ X �� GUIDELINES, t t t t t
AT CENTER `� -
\\\ I ` ::fib" MIN. SPACING iYP!
M1r 4l11- A MAXIMUM SPA,GING - " I a x
-
Rry t
I / X t t
a' T° 6'
A AND B ARE AT EQUAL B'EVATIDNS 5TRPAM SA `
CROSS SECTION t
pa Ofjr- b" WA5HET7 5T0 t t r,
L 6 IN���AP
�LINEEGR CREEK
WGT70M WITH t
f y /�.
/ o0a o /
3'-b" MIN. TOP BANK ooa
4'-0" MAX. 5PA-I X ' X f .. -
I (TYPIG RIF RAP
I!2 PIPE DII. OR 12"
WHICI zR 15 GREATER_46
111�11 1- -111=}F-n I 1
h+Hlr=1t'- �i'I'MIN. n_tu=t�141j1= - -
,TI= Sil�ilz I - T1=EL POST • RING FILTER A5 REQUIRED BY iN5PEGT R2P RAP ! -
`�' S OR,
ills
51'g711 ul�, FLOWt� I - WATER TABLE.
FILTER GL07Fk -
la ACT
uo�tl�n •ul- _ , ��� - BALICPIL� AND COMP
1t a nlelr'= r=.11=tll sr,_pt_til'�I=nlhlml-l_I=
t
m II �
FENCE AND FABRIC
-
' BURIED IN TRBNGW - -
k`-N6INEER TO SIZE PIPE (SEE NOTE 2% - NON -WOVEN GEOTEXTILE FILTER GLOTRA
PROVIDE PIPE 5IZE, INVERT5, SLOPE AND MATERIAL, _ FABRIC 4' ABO'JE SOURCE WATEi2. LkGY3 }S.1 FOR EACH GROS IN6.
ADDITIONAL MEASURES MAY BE REOLRIED PER THE TOWN ENGINEER -
BASED ON SPECIFIC SITE CONDITIONS.
KEY/ANCHOR MATERIAL TO TOE Or SLOPE.
NOT TO SCALE NOT TO SCALE NOT TO SCALE NOT TO SCALE
t
7M(WSTAURM TMOFSrALLn S TawriaFSTALLu�c�s °°�'°y �owxoFsrALr.�aS
°•'ar Leye L - srANDARDS TEMPORARY ROCK CHECK DAM x,A�z BAFFLE INSTALLATION TEMPORARY STREAM CROSSING x EMBANKMENT MATTING DETAIL �To. No. R
30,10 30,19 L. e,, UND STANDARDS ." LM STANDARDS
130.14 30.20
NOTES,
I. WORK IN CREEK SHALL BE PLANNED TO MINIMIZE THE NUMBER CF DAYS OF FOR LATE WINTER AND
`+-° FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY ZOOO LB/ACRE GROUND AGRICULTURAL LIMESTONE AND 750
DISTURBANCE. EARLY SPRING LB/ACRE 10IQ IQ FERTILIZER
VARIES 1 �-2, 2. THE CONTRACTOP IS TO OBSERVE THE LOCAL WEATF-ER FORECASTS AND NOT BE61N
PLANTING 57RIP WORK IN T1 5 CREEK UNLESS AT LEAST TLREE DAYS WITHOUT PAN IS ANTICIPATED. III A � ANGLE IRON
x b° RYE (GRAN) 120 LB/AIDE APPLY 4,000 UNACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING, OR A MULCH ANIGHORNG TOOL F SEA NOTE ? 3. ALL DISTURBED BED AND BANJOS ARE TO BE STA�LIZED PRIOR 70 THE END ANNUAL LESPEUEZA (KOeq - 50 LS/ACRE DISK WITH 13LADES SET NEARLY STRAIGHT CAN BE U.ED AS A MULCH ANCHORING TOOL
A��C VARIES-� S �°'�YARIES
S1SLL�sZ I .. OF EACW WORK DAY. !OMIT ANNUAL LESPEDEZA WI-BJ DURATION OF
0 0 0 o a a o 0 0 = o v o a a a
T# Iv1F'C%2ARY COVER ES N07 TO EXTEND EEYOND — a a o a o a o 4, FOR LARGER CREEKS, CONISTRIJCT10N SHOULD OCCUR ON ONE SIDE a n o aQn0n0oa000 O o0o a o 0 0 0 o 0;00c oOaaQp ti a o
L SEE STD. NO. 10.36B FOR GENERAL w 1 I OF THE CRF�C AT A TIME. THE FIRST SIDE SHOULD BE STABILIZED JUNJES OT14ER DAMAGE
IF GROWTH IS NOT FULLY ADEQUATE. RESEED, FERTILIZE AND MULCH IMMEDIATELY FOLLOWING EROSION OR H oaoAoaoa0Qo0oa
2 H H . - OTHER DAMAGE J # `a,yj S" TUBE STEELI -
NOTES ANID CLEAR ZONEDISTANCES M M EIFFORF F3EGINJVING CONSTRUCTION Q1V Tl E OPPOSITE SIDE..�i®IN6 DATES I—f 1 I tu � � �-
' JAMI- MAY1
5. A TEMPORARY PIPE OR PUMP MAY � INSTALLED 7D CONTROL
•PIPE Gi1LVEF2T� CR✓rQC FLOW DURING CUNZTRUCTION.
° I _
Q — —II k�l�lll!j1111-111�=III=lihll! Ell! fll III Ifl-
--1111=1r11 If
ENDWALL _ - _....._ __ W 2' S" CL�2e AND GUTTER, STD, IO°I7A ENDWALL FQR rJUxVI%IiER' - i—"
FOLLOW RECOMMENDATIONS OF SOL TESTS OR APPLY 2000 LBIACRE GROUND AGRICULTURAL LIMESTONE AND I
QL AMBND�TS I _ NOTE: MAY
HILL B POWHERE EiCTEN5€VE
O SAFETY RAIL. STD. 50.04A B 50.o4B "� - - I 75O
K - I L.P/ACRE 10-10-10 FERTILIZER
4'-O- SIDEWALK, STD, 10.22 Q LH
Z A F�-20'-O' O' TisAN5lTlOi4 CONSTRUCT THR E ROCK GHEGK DAMS (STD, WJO) AT 100-FOOT` AEMALL SAN T-EkNVEO SUDANIGRASS MAY BE ,OL7p Lg/ACRE STRAW. ANICHOR STRAW BY TACKING WITH ASPHALT, NETTING, t�R A MULCH ANCHORING TOOL Q
2'-O' VALLEY GUTTER. 57D. 10J7H O ENDWALL I I ' 5PAGIN6 DOWN STREAM FROM THE GON5TRLk_TION ZONE IF °
M' CONDITIONS AND PROPERTY RIGHTS ALLOW, SUB5 1TUTE D AT A RATE OF 50 UR/ACRE) D15K WITH BLADES SUT W-40-Y STRAIGHT CAN BE USED AS A NI LCH ANCHORING TOCL _
IF�2 CURB TRANSITION 2'-6" CURB AND DATES GUTTER TO 2'-0' VALLEY GUTTER, a
STD i0l9 �' c' - r r I MAY I - AUG. 15 REFERTILIZE IF GROWTH IS NOT FULLY ADEQUATE, RESEED, FERTILIZE AND MJLCH IMMEDIATELY FOLLOWY 0 EROSION OR
"'f �,° 4 _ .'yr GONSTRUCTI0IV ZONE OVER DAMAGE
y j TOP BANK - - MIN 6" PVC PIPE TO SEDIMENT TRAP
�...5°.a,°. .,'.r ! `,", �..•. ,•.,.;.. IR-rTIONOFFLO _ ---�
w 5 WASHED STONE
SOLA A STD. 30AIA
W DISTANCE FROM END OF WkNGWALL ' _ H LG2 FOLLOW RFCCMMENDATIONS OF SOIL TESTS OQ APPLY 2.000 UWACRE GROUND AGRICULTURAL UMESSTCNE AND LOOO
END OF SAFETY RAIL. � r 00 O MIN, !a2 HI ! FOR FALL' - .
W LGII r
LG DISTANCE FRbMCe of CULVERT 125'-O^ MIN. ! 11!iC N13CTlRE O 10 10 FERTflJ�R o1. 00oc0o00ao00aa0a0 00-0101M'00o 0
TO END OF 2'-6" CURB AND GUTTER; 0 0 o 0 o a 0 0 0 o 0000000000q
�--�- --a->- �-» :>. - _ _ TOP BANK 100' 100' RYE (GRAIN) 120 L8/ACRE �IACRE tl 0 0 a a a a o 0 o 0 a o 0 010,10
- - a 5 WASHED STONE 000aQowaoaGoo 00®0 0®0otrtla°aagppcsC1
GUTTER. oI APPLY 4"OOQ LBIACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING, OR A MULCH ANCHORINJG TOOL 5TD. 30.IIA 0 a ® a +a 0 a 0 O p q p 0
w Slf]1VG DATES 00000000 a o o to cs o 0 o a o cs a (� a
DSK WITH EVADES SET NEARLY STRA9GHT OAN BE USED AS A MULCH ANCHORING TOOL O00a0J>00°a0a0n0A 000 00000000a 0 0
UE2 -DISTANCE FROM END OF WINChWALL al is I INSTALL DIKE OR COFFERDAM IMMEDIATELY' AUG, 15 - DEC SO 00 00000000000000 000000000OOOa0000 z
TO END OF 2'-6' CURB AND GUTTEF2. M H H 1 UPSTREAM OF THE CONSTRUCTION ZONE 000 0rs0o0a 4y0(2gOOpG �n00a0tl000o0tlO0 0 00
. .. O o A 0 6°a0o00 O 0 0 O C C4 O O o 0 dj .
IF CREEK WAS OA5E FLOW REPAIR AND REFERTIJZF DAMAGED AREAS IMMEDIATELY. TOPDRESS WITH 50 LB/ACRE OF NITROGEN IN MARCH. IF IT I5 a o 0 O 0 a tl a 0 0 a 0 0 000 a ® o a TEMPORARY COVER BEYOND JUNE I5. OVER5EED WITH 50 LB/ACRE KCBE LE5PEDEZA IN LATE C®QOQ40aQ00000000p4 OOCSOc70010OOGOt500®OCti
NECESSARY TO l=XTEND TE1vP0 0 O O a a O Q 4 a O D O 0 O 4 O O
0 0 0 0 0 C5 0 4 0 0 0 0 4 a 0 0 0 0 0
- O O O O O O O R O O O O O O O O O O
FE6RLJARY OR EARLY MARCH, O O O 00 dA O O O O O 5S O O O O O 00000
Ct O 000 O O p 0 0 0 0 0 0 000
Q® S 6 0 o O O A iJ 4
WALi WATER SUPPLY
FOR ADDITIONAL INFORMATION, REFER TO NC,'DENR EROSION AND SEDLI�NT CONTROL PLANNING AND DESGN MANUAL (ESCPDM), SECTION 6,10.
A SEE NOTE i RN 5Ti7, NO. 10.3bB FOR PERMANENT SEEDING SPECIFICATIONS, INCLUDING SEED BED PREP, St=ASONAL LIMITATIONS FOR SEEDING OPERATIONS, THE KINDS OF GRADES OF FERTIJZF"RS, THE KINDS OF
SEED, AND THE RATES OF APPLICATION OF LIMESTONE, FERTILIZER, AND SEER REFER TO NCDENR ESCPDM SECTION 6,11
NOT TO SCALE
°°,.".. T+�f►NUFSTALIIlS CULVERT ,.,..,, NOT TO SCALE
CROSSINGS ON RESIDENTIAL TOWN OFSTALL1hiCis CONSTRUCTION WTHIN CREEK BANK "ry NOT To SCALE
a x 'TUWNOFSTAR � "��' ��OFSPALIIN(i3 NOT TO SCALE
LRM STANDARDS - TEMPORARY SEEDING SCHEDULE CONSTRUCTION ENTRANCE
L�rm sr,�ruuA�Dls AND COMMERCIAL STREETS � u� wnN Harao cynics, N . � , � "
10.36A .° `. UflUff CRCZMNGS & CULVERT C ONsnai Im 30.18 , •» _°' r LANp X7 VB[AP 1T STAI�IDARDS 30.17 `' t LAND DEVELQF1T S'!'ANDARDS TIRE 'WASH 30_ 1NO
1 B
NO.
DATE
REVISION
BY
_
SHEET TITLE
DETAIL, SHEET #5
PROJECT NO.
SCALE
N . T. S.
DATE
01 /02/19
P
PROJECT
COURTYARDS ON LAWYERS ROAD
TOWN OF STALLINGS, UNION CO., N.C.
FOR: EPCON COMMUNITIES
DRAWN BY
VGK
CHECKED VGK BY
%,p��7p,�p�},}s �j"p7� �q ���+ �! �T INC.DRAWING
. 1LI8JLC:J�E<�y4JGH- VRAJ4J41LLSms & Houm, �LNC
Planning o Surveying olE Engineering l
730 lrmdsor Oak Court P.O. Bog 1198
NC Corporate Charlotte, North Carolina, 28273 Pineville, North Carolina, 28134�
Registration C-04'75 704.858,1090 704.568.0505((aY}
NO. -'
SHT OF 40SHTS

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—' 650
26+00
THIS PLAN IS A FINAL DESIGN -NOT
RELEASED FOR CONSTRUCTION
UNLESS INITIAL4ED/DATED A APPROVED:
APPROVED:
IIII ALS DATE
1\10. IDATE
REVISION
BY
SHEET TITLE
TREETDATE
P—
PROJECT
COURTYARDS ON LAWYERS ROAD
'OWN OF STALLINGS, UNION CO., N.C.
FOR: EPCON COMMUNITIES
PROJECT NO.
SAE 40'
01 /02/19
DRAWN BY
VGK
CHECKED BY
DRAWING N0.
4V
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YARBRogJGH-WIIIGII ums & H®UJ][ , INC.
Planning o Surveying o Engineering
73 0 Windsor oak Court P.O. B x 1198
NC Corporate Charlotte, North Carolina, 2827a Pineville, North Carolina, 28134
Re istration C-0476 704.556.1990 704.558,0505(fax)

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THIS PLAN IS A FINAL DESIGN -NOT
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UNLESS INITIALLED/DATED A APPROVED:
APPR0 VED: � %
INI IALS DATE
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NO.
DATE
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BY
SHEET TITLE
STREET 2
PROJECT NO.
SCALE
1 "-40'
DArE
01 /02/19
PROJECT
COURTYARDS ON LAWYERS ROAD
TOWN OF STALLINGS, UNION CO., N.C.
FOR: EPCON COMMUNITIES
DRAWBy
GK
CHECKED BY
VGK
qw
NC Corporate
Registration C-0475
7 77�r
II�S Y�fl8OU GH-WII1LLIIAMS & H�Du , INc.
Planning a Surveying o Engineering
q&wcw) (
730 Windsor Oak Court P.O. Box 1198
Charlotte, North Carolina, 28273 Pineville, North Carolina, 28134
704.556.1990 704.558.0505(fax)
DRAWING NO.
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APPR0 VED:
INI TVILS DATE
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PROJECT NO.
STREET 3
SCALE
DATE 40
01 /02/19
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FOR EPCO.N COMMUNITIES
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DRAWING NO.
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Planning o Surveying a En ineering
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Charlotte,x 1198
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744.558199U 704.556.0505(fax)
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Registration C-0475
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BY
SHEET TITLE
STREET 4
PROJECT NO.
SCALE
1 "=40°
DATE
01 /02/19
PROJECT
COURTYARDS ON LAWYERS ROAD
TOWN OF STALLINGS, UNION CO., N. C.
FOR: EPCON COMMUNITIES
DRAM BY
VGK
CHECKED BY
NC Corporate
Re istration C-0475
YA.II BROU GH-WIIILII MMS & H®uLF, Imc.
Planning Q Surveying O Engineering
iodi [-ZW
730 Windsor Oak Court P.O. Box 1198
Charlotte, North Carolina, 28273 Pineville, North Carolina, 28134�
704.556.1990 704.656.0505(fax)
DRAWING NO.
40
SHT F 5HTS