20191408 Ver 1_Townhomes Ph-2_20191011

CATAWBA PLANTATION TOVVNHOMES
E
�a
VICINITY MAP - N.T.S.
PHASE -2
CITY OF CHARLOTTE
MECKLENBURG COUNTY, NORTH CAROLINA
PREPARED FOR :
Dependable Development, Inc
2656 Brekonridge Centre
Drive, 104
Monroe, North Carolina 28110
Phone: [phone]
05-1 6-2019
PREPARED BY:
R. Joe Harris & Associates, Inc.
Engineering • Land Surveying • Planning
Management
127 Ben Casey Drive, Suite 101, Fort Mill, SC 29708 Phone: [phone]
PLAN SHEET INDEX
COVER
COVER SHEET
SP -1
Management
SITE PLAN OVERALL
SP -2
This drawing shall not be used for construction purposes until the
SITE PLAN
SP -3
by the Owner, Owner's Agent or Contractor to the Authority
STREET TREES AND PLANTING PLANS
SP -4 -
SP -6
SITE PLAN DETAILS
EC -1 -
EC -2
EROSION CONTROL PLANS
EC -3 -
EC -6
EROSION CONTROL DETAILS
EC -7 -
EC -8
EROSION CONTROL DRAINAGE AREAS
GP -1
GRADING PLAN OVERALL
GP -2
C 0V E R
GRADING PLAN
GP -3
STORM DRAINAGE AREAS
GP -4
STORM DRAINAGE CHART
BMP -1
BMP PLAN
BMP -2
BMP DETAILS
BMP -3
BMP DRAINAGE AREAS
SD -1 -
SD -2
STORM DRAIN PROFILES
RP -1 -
RP -2
ROADWAY PLAN AND PROFILES
DP -1 -
DP -2
SIGHT DISTANCE PLAN AND PROFILES
PRE -DA
PRE -DEVELOPMENT DRAINAGE AREA
POST -DA
POST -DEVELOPMENT DRAINAGE AREA
DATE I ISSUED FOR
05/16/19 Initial Submittal to City of Charlotte & NCDOT
NIP
OR�THC81,
N-9 CA—L.4 One -Call Center
REVI
9
Know what's below.
—call before you dig.
Engineer:
(191D
R. Joe Harris & Associates, Inc.
Engineering • Land Surveying • Planning
Management
127 Ben Casey Drive, Suite 101, Fort Mill, S.C. 29708 P: [phone]
www.rjoeharris.com
This drawing shall not be used for construction purposes until the
seal and signature of the responsible registrant appears on the
drawing, and proper permit forms and related fees are transmitted
by the Owner, Owner's Agent or Contractor to the Authority
having jurisdiction.
Corporate Seal
Engineer's Seal
CA Roe ��.
%%`� ��CA R��
�%%%.���� •
ESS/0 °°. %9 :
4y,
•
:��: °�pf ESSj
o4
°Q • ;
CATAWBA PLANTATION
TOWNHOMES PHASE -2
_mem SEAL
;• C-4168
SEAL Zs
vi+ 036836
ep
Drawii iy rvu.
3108
VG File Name:
Project Manager
Drawn
J. Hegemann
R. Patel
Department Manager
Checked
P. Murphy
P. Murphy
Print/Plot Date
05-16-2019
Asbuilt Drawn
Asbuilt Date
Cl!
DEPENDABLE DEVELOPMENT, INC
2656 BREKONRIDGE CENTRE DRIVE,104
MONROE, NORTH CAROLINA 28110
P: 704-238-1229
CATAWBA PLANTATION
TOWNHOMES PHASE -2
hawing Title:
COVER
Project No.
Drawii iy rvu.
3108
VG File Name:
C 0V E R
3108- Cover Sheet—Phase-2

EX. 50' NATURAL GAS R/W
I �
I
I I
I
I
I
LJ w
0 0
I I
I I
I I
I I
LJ w
2 2
0 0
I I
I I
I I
I I
LJ w
0 0
I I
I I
I I
I I
ww
2 2
0 0
w w
0 0
LJ w
OVERHEAD ELECTRIC LINE
DUKE ENERGY CAROLINAS LLC
DEED BOOK 4677 PAGE 309
TAX PARCEL 031-44-108
EVAN T KARAGIAS N
DEED BOOK 27428 PAGE 65
TAX PARCEL 031-44-107
ZONING: 1-1
TAX PARCEL 031-14-116
ZONING: B-2, 1-1
PROPERTY BOUNDARY
GARRON VENTURES LLC
DEED BOOK 57 PAGE 643
TAX PARCEL 031-45-879
ZONING: R-12MF(CD)
a
Development Information -
E
I
VICINITY MAP - N.T.S.
Project Name: Catawba Plantation Townhomes Phase -2
Location: Charlotte ETJ, North Carolina
Owner/Developer: Dependable Development, Inc.
2649 Brekonridge Centre Drive, Suite 104
Monroe, North Carolina 28110
Phone: [phone]
Parcels: 03114103
Rezoning Peitition
�w Number: 2018-069 (Parcel 03114103)
Site Acreage: 10.00 Acres (Phase -II)
Common Open
Space (COS): 1.50 Ac (15.00% of total)(Min. Req. is 10.0%)
PROPERTY BOUNDARY Zoning: MX -2
Density: Maximum 8.0 Units per Acre
WOOD CATAWBA CENTER LLC Proposed 7.0 Units per Acre
DEED BOOK 31054 PAGE 880
TAX PARCEL 031-14-110 Setbacks/Yards: Setbacks As Per City Ordinance
ZONING: B-1 (CD) Front - 20 FT
Corner - 20 FT
Side - 16 FT (Between Buildings)
Rear - 19 FT
400 SF Open Space Per Unit
Land Use: Existing - Wooded & Pasture
Proposed - Townhomes
PHASE -I
PHASE -11
SHEET SP -2
Min. Lot
Dimensions: Min. Width - 22 FT
Min. Lot Size - 1144 SF
Avg. Lot Slze - 1227 SF
Lots Proposed: 72 Lots (Phase -II)
Tree Save: (Phase -II)
Required Area (15% of Phase -II Area): 1.50 Ac.
Provided Tree Save: 1.80 Ac.
Parking: Provided : 152 Nos. (Phase -II)
72 units x 2 =144 Nos. ( 2 Per unit, 1 in Garrage & 1 in Driveway)
2 Parking Lots x 4 =8 Nos. ( 4 Per Parking Lot)
Curve Table
Curve #
Length
Radius
Delta
Chord Direction
Chord Length
C1
139.22
630.00
12.66
N79° 28' 56"W
138.94
C2
35.09
20.28
99.11
N46° 05' 38"W
30.87
C3
552.82
280.00
113.12
N54° 31' 35"W
467.30
C4
245.86
220.00
64.03
N79° 04' 12"W
233.27
C5
238.43
320.00
42.69
N68° 23'43"W
232.95
C6
88.87
280.00
18.18
N34° 06'30"E
88.49
C7
73.07
268.20
15.61
N35° 35'07"E
72.84
C8
66.66
330.00
11.57
N34° 35'41"E
66.54
C9
105.67
1019.22
5.94
S51 ° 40' 12"E
105.62
C10
33.32
1019.83
1.87
S54' 57'30"E
33.32
GRAPHIC SCALE
100 200
( IN FEET )
1 inch = 100 ft.
Parcel Line Table
Line # Length Direction
L1
836.85
S47° 01'38.84"E
L2
59.37
S56° 09' 18.20"E
L3
294.09
N56° 47' 59.64"W
L4
189.33
S3° 03'03.95"W
L5
204.87
S68° 56' 10.99"W
L6
106.65
N47° 04' 53.01 "W
L7
24.92
N57° 42' 29.10"E
L8
107.18
N43° 08'38.86"E
L9
153.46
N27° 40'55.44"E
L10
6.23
N28° 35'21.02"E
L11
91.57
N40° 25'56.57"E
L12
21.32
N4° 08' 12.26"W
L13
96.25
S48° 24'25.90"E
L14
73.60
N41° 34'52.83"E
L15
20.93
N41° 34'52.83"E
L16
489.08
S47° 01'38.84"E
L17
1054.48
N3° 04' 17.59"E
L18
294.31
N47° 05'38.04"W
L19
151.82
S50° 25'50.02"W
L20
172.00
S39° 45' 19.48"E
L21
270.12
S50° 25'50.02"W
L22
144.59
S50° 25'50.02"W
L23
269.27
S36° 50'58.18"W
L24
12.74
S48° 16'27.45"E
L25
9.05
S49° 44' 16.61 "E
L26
37.32
S49° 34' 18.76"E
L27
36.01
S49° 21'25.19"E
L28
123.08
S49° 14' 15.29"E
DATE I ISSUED FOR
05/16/19 Initial Submittal to City of Charlotte & NCDOT
NORrlHC813�0�
N-9 CA - L.4 One -Call Center
REV
0
Know what's below.
0811 before you dig.
Engineer:
(111D
R. Joe Harris & Associates, Inc.
Engineering • Land Surveying • Planning
Management
127 Ben Casey Drive, Suite 101, Fort Mill, S.C. 29708 P: [phone]
www.rjoeharris.com
This drawing shall not be used for construction purposes until the
seal and signature of the responsible registrant appears on the
drawing, and proper permit forms and related fees are transmitted
by the Owner, Owner's Agent or Contractor to the Authority
having jurisdiction.
Corporate Seal
Engineer's Seal
,`SN 11 1 11 1 1 1,111
CA Rpt �,.,��
%011111111"l,'t
�� CA Ro�
����•`��� •
%9�':^°;cjFESsj
°� Ny•
•
°Q oy• ;
CATAWBA PLANTATION
�,t
_mem SEAL Z^ -
;• C-4168
SEAL
_ .W s
Z
vi+ 036836
Project No.
Drawing No.
3108
D' File
Project Manager
Drawn
J. Hegemann
R. Patel
Department Manager
Checked
P. Murphy
P. Murphy
Print/Plot Date
05-16-2019
Asbuilt Drawn
Asbuilt Date
Cli
Dependable Development, Inc
2656 BREKONRIDGE CENTRE DRIVE,104
MONROE, NORTH CAROLINA 28110
P: 704-238-1229
CATAWBA PLANTATION
TOWNHOMES PHASE -2
Drawing Title:
OVERALL SITE PLAN
Project No.
Drawing No.
3108
D' File
SP -1
3108- Site Plan -Phase -2

EX. POWER TOWER
`POSSIBLE 30' ROW TO BE ABANDONED BY NCDOT
I
----❑HE----❑HEr--i-----❑HE----❑HE----❑HE----C ;E----❑HE----❑HE----❑HE--- -
❑HE---- ---' ❑=.SNF: -----❑HE----OHE
L13 -
".
Q9 AT 0 3+0 _
S A F R 44 2+00 MT. HOLLY ROAD o
N 2543 SF N 1+00 ---CTT
- (R/W VARIES) o
92.53' I Q+ 0
.S M o 43
2037 SF N 5
92.62'
o 42 •'�..• ' .� '.
2039 SFVil N
92.71'
40
2530 SF
92.00'
39
2024 SF
92.00'
38
2024 SF
92.00'
37
2530 SF
\ 20' PUBLIC RIW SETBACK 17
-
COOPER AND SONS NC LLC
DEED BOOK 31843 PAGE 291
- 8' LANDSCAPE STRIP TAX PARCEL 031-14-114
6' SIDEWALK ZONING: B-1 (CD
__---� HE----❑HE----❑HE-= -❑HE \--❑HE---- i
I
�I
2532 SF
45
2530 SF
92.00'
46
2024 SF
92.00'
47ED
2024 SF
92.00'
48Lq
2530 SF
Parcel Line Table
L15 20.93 N41' 34'52.83"E
L16 489.08 S47° 01'38.84"E
L17 1054.48 N3° 04' 17.59"E
L18 294.31 N47° 05' 38.04"W
L19 151.82 S50° 25' 50.02"W
L20 172.00 S39° 45' 19.48"E
L21 270.12 S50° 25' 50.02"W
L22 144.59 S50° 25' 50.02"W
L23 269.27 S36° 50' 58.18"W
L24 12.74 S48° 16'27.45"E
L25 9.05 S49° 44' 16.61 "E
L26 37.32 S49° 34' 18.76"E
L27 36.01 S49° 21'25.19"E
L28 123.08 S49° 14' 15.29"E
L29 167.05 S47° 06' 18.98"E
L30 141.02 S39° 19' 17.05"W
L31 200.66 S42° 43'54.89"E
L32 257.82 S50° 46' 17.93"W
L33 189.97 N39° 59' 53.01 "W
L34 148.25 N39° 56' 27.80"W
L35 164.95 S40° 01'54.96"E
L36 131.72 S51'
Hal
92.22'
o
�
92.65'
_
.•:
'� ' '. •
2029 SF
�
71
2050 SF
f°
-
COOPER AND SONS NC LLC
DEED BOOK 31843 PAGE 291
- 8' LANDSCAPE STRIP TAX PARCEL 031-14-114
6' SIDEWALK ZONING: B-1 (CD
__---� HE----❑HE----❑HE-= -❑HE \--❑HE---- i
I
�I
2532 SF
45
2530 SF
92.00'
46
2024 SF
92.00'
47ED
2024 SF
92.00'
48Lq
2530 SF
Parcel Line Table
L15 20.93 N41' 34'52.83"E
L16 489.08 S47° 01'38.84"E
L17 1054.48 N3° 04' 17.59"E
L18 294.31 N47° 05' 38.04"W
L19 151.82 S50° 25' 50.02"W
L20 172.00 S39° 45' 19.48"E
L21 270.12 S50° 25' 50.02"W
L22 144.59 S50° 25' 50.02"W
L23 269.27 S36° 50' 58.18"W
L24 12.74 S48° 16'27.45"E
L25 9.05 S49° 44' 16.61 "E
L26 37.32 S49° 34' 18.76"E
L27 36.01 S49° 21'25.19"E
L28 123.08 S49° 14' 15.29"E
L29 167.05 S47° 06' 18.98"E
L30 141.02 S39° 19' 17.05"W
L31 200.66 S42° 43'54.89"E
L32 257.82 S50° 46' 17.93"W
L33 189.97 N39° 59' 53.01 "W
L34 148.25 N39° 56' 27.80"W
L35 164.95 S40° 01'54.96"E
L36 131.72 S51'
92.22'
o
�
92.65'
_
.•:
'� ' '. •
2029 SF
�
71
2050 SF
f°
o
N
N
I
92.22
o
0
93.74'
.,• in,, :
' :`
2029 SF
N
N
31' 04.69"W
L37
70
N47° 05' 38.04"W
I
.�:
�
2075 SF
N I
N
N
92.22
0
0
94.89'
•I•'� �� *�
4
N
N
v,
2536 SF
N
69
2629 SF
0
N
�
5
o
r
N
15' SDE 68 2� 2530SF
2530 SF
I L o
2530 SF
Oti0 / / y0\ �•/ / • \ �� 10
/. i :..d•• 92.00'
50
\\ x. /.. �• �`\ O I 10 I N 2024 SF
♦/�ti /♦ \ \ I-
�y •/ O . ♦ 56 ., 92.00'
/ / 51
2 2 ' � I N 2024 SF
.�� \ /. \ ` \ - - ' �. •• '' 92.00'
52
PROPOSED o N 2530 SF
N ' 92.00' o
� 92.00' o '��a• ''''►` 2024 SF
N 67 O N
0 2024 SF N 92.0
0' o I
4 92.00' .+' •.� �`' ''' 2024 SF I
N I I 66
I o 2024 SF I I I
I COS N . 92.00' o
92.00' � N
N 2530 SF
65 N t r I
0 2530 SF I `V
r �
N
/ \\ \\ BMP AREA N M o 9
.�/ . \\ \ ` s - N 64
/` n 2631 SF
\ � 2551 I
\\ �/ /� „� ti0 \ so N oo • f..�: ...`y 9100,
93.46' M 2032 SF
2051 SF53
•'"'.. r o
/ • \ c� \ \ ��. �' 2567 SF 2 N 92.00'
2 I N 11
92.98' 2024 SF o
SO V j d 03' 54 2040 SF '
2054 SF N °' 92.00'
12
93''55 �o, 961
�, 50' �• . , , t I I N 2530 SF
\ \ PROPOSED m \ \ 2046 SF
\ v� MAILBOX �5� X°° 22 2535 SF N
v�S y0 KIOSK \ \ 5°� 56
'
2546S
\ \ \ \ '• • , ° n 60 I. I N 251 SF
,:,•.:.:.,.
2530 SF ;. ug' .. o
74 SE\ rr N 9140
O\ CATAWBA PLANTAT4ON PHASE 6 LLC \ °� ��� N 9590' 2024 SF
DUMPSTER PAD \ DEED BOOK 20662 'PAGE 435 35 :: :. N 2024SF 'r" '' -'''':I;-' ,:
\\ TAX PARCEL 031-14 \�90 O �� o N
2024 So 2 �� N' •' e 9150•
Oy ZONING: MX -1 `' 34 ,:Sa' o sz.00' 2024 SF o
O \ \ 2024 SF /°° 2024 SF o' X 58 Z :�..'
92.00'
ti N Q I
1) o PO D NI' OY IN• 16
\ s °O' 33 BO 92.00' I 2530 SF
\
2530S N 57 k O
SF IrI-
S0 °o. N Lu 15' SDE
e 17
Q N 2530 SF
+ .. N
92.00-
0'
18 I
2024 SF o
I
• 92.00, I
19
2' VALLEY CURB &GUTTER (TYP.) �O y0\ \\\ � °• 2024 SF
� R< y7j763 I
• F N
S.00' 6+00
5'SIDEWALK(TYP.) g 5 Io sz.00'
\ y � � � -•• �.:;20
I
'�•''�'
\ � O\ 2 2530 SF uoi
(TYP.) ��- yO � •.' �22 � .'+�'" gip_ N I
8' PLANTING STRIP sf' �" ' J
'
• I
/ 21
32 •� I
,•y' . ''.:. '�..' 2530 SF
635 SF M
31 p N
I
034 SFoo O
30 92.00'
°' 2034 SFR)I
L01
24
26
L
v.
31' 04.69"W
L37
163.86
N47° 05' 38.04"W
22 N
o°j 29 2024 SF
LWL
21 I 0 9230 j
2024 SF
X20 N �
o, I
'SO\ 22.00. i .' .'•- 92.00' I J
2150, U
2530 SF uoi I
\ \ \ \ N N
DUMPSTER PADS COS I
EX. STREAM :. • 2530 SF N I
o-
\ 92.01' I �
\ \ yO \ \ I �, \\ / 2024 SF o
N
30' STREAM BUFFER ro 92.00' \ \ y0 �y I 22`� X .� •. . 27
�y0 \ \ O\ JJ '�: ' .�'.. •.'•`.. 2059 SF o
\ \ \ SIGHT IANGLE (TYP.) M 96.54' N
\ �O zs
2812 SF vo,
OVERHEAD ELECTRIC LINE RE
>\
PROPERTY BOUNDARY //
\ \
\
Curve Table
C9 105.67 1019.22 5.94 S51 ° 40' 12"E 105.62
C10 33.32 1019.83 1.87 S54° 57'30"E 33.32
C11 0.00 1020.09 360.00 N60° 40'26"E
0.00_ 0
yo \ \ \
\ \ \ Oy
Oy \ \ O\
\ \ \ Oy0\
\
1/2 CLASS A BUFFER
oo
EU
L18
U U-
N j
rGo
9' CHARLOTTE WATER
EASEMENT (TYP.)
Cl)
N
J
EUGENE &JUDY P
DEED BOOK 3481 p INDEXTER
TAX PARCEL 031-14-102
L20
1�2 CLASS C BUFFER (25
TREE PROTECTION FENCING
HUNTERSVILLE INVESMENT LLC
DEED BOOK 20223 PAGE 392
TAX PARCEL 031-14-104
ZONING: B-2
FUTURE DEVELOPMENT
2.48 AC.
ZONING: B-2
108
ZONING: B_2 14-102
PEN LLP
DEED BOOK 11935 P
TAX PARCEL 031- AGE 549
ZONING: B_2 14-10971117
E
VICINITY MAP -N.T.S.
1
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
--OHE_
OHC--- _ CHE _ _
FUTURE DEVELOPMENT
-' 0.53 AC.
ZONED: B-2, I-1
EVAN T KARAGIAS
DEED BOOK 27428 PAGE 65
TAX PARCEL 031-44-107
ZONING: 1-1
GRAPHIC SCALE
50 100
DATE ISSUED FOR REV
05/16/19 Initial Submittal to City of Charlott
( IN FEET )
1 inch = 50 ft.
f^ I
e & NCDOT 0
i
NORTHC813�0�
Know what's below.
N�.7� C�w,.°P:.a•c One -Call Center Call before
you dig.
Engineer:
R. Joe Harris &Associates, Inc.
Engineering •Land Surveying •Planning
Management
127 Ben Casey Drive, Suite 101, Fort Mill, S.C. 29708 P: (803) 802x1799
www.rjoeharris.com
This drawing shall not be used for construction purposes until the
seal and signature of the responsible registrant appears on the
drawing, and proper permit forms and related fees are transmitted
by the Owner, Owner's Agent or Contractor to the Authority
having jurisdiction.
Corporate Seal Engineer's Seal
,\\1111111///�, \`,%\1111111///�,
����•`��� •
CA/? pt.�`��� • CA Ro� 1.,
6\1
�EESS/0\4UP
,oFESS� °•%9'':
• 9 •e _
SEAL SEAL �,t
zs
� ;•� C-4168 vi+ 036836
"1I11lunnll�`• %%
Project
Project Manager Drawn
J. Hegemann R. Patel
Department Manager Checked
P. Murphy P. Murphy
Print/Plot Date
05-16-2019
Asbuilt Drawn Asbuilt Date
Cli
Dependable Development, Inc
2656 BREKONRIDGE CENTRE DRIVE,104
MONROE, NORTH CAROLINA 28110
P: 704-238-1229
CATAWBA PLANTATION
TOWNHOMES PHASE -2
Drawing Title:
SITE PLAN
Project No. Drawing Ir,
3108
D' File
3108- Site Plan Phase -2 SP -2

EX. 50' NATURAL GAS R/W
EX. POWER TOWER
OVERHEAD ELECTRIC LINE
DUKE ENERGY CAROLINAS LLC
DEED BOOK 4677 PAGE 309
TAX PARCEL 031-44-108
EVAN T KARAGIAS
DEED BOOK 27428 PAGE 65
TAX PARCEL 031-44-107
ZONING: 1-1
PROPERTY BOUNDARY
GARRON VENTURES LLC
DEED BOOK 57 PAGE 643
TAX PARCEL 031-45-879
ZONING: R-12MF(CD)
PROPERTY BOUNDARY
WOOD CATAWBA CENTER LLC
DEED BOOK 31054 PAGE 880
TAX PARCEL 031-14-110
ZONING: B-1 (CD)
(NOT TO BE REZONED) /
2.48 AC. i
ZONING: B-2
60
�4y
LANDSCAPING NOTES
a
E
a
VICINITY MAP - N.T.S.
1. MINIMUM TREE SIZE AT PLANTING IS 2 -INCH CALIPER (FOR SINGLE STEM TREES). ALL MULTI -STEM PLANTS MUST BE TREE FORM,
MAXIMUM 3 TO 5 TRUNKS AND MINIMUM 8 FEET TALL.
2. ALL STRAPPING AND TOP 2/3 OF WIRE BASKET MUST BE CUT AWAY AND REMOVED FROM ROOT BALL PRIOR TO BACKFILLING
PLANTING PIT. REMOVE 1/3 OF THE BURLAP FROM ROOT BALL.
3. FOR NEW PLANTING AREAS, REMOVE ALL PAVEMENT, GRAVEL SUB -BASE AND CONSTRUCTION DEBRIS; REMOVE COMPACTED
SOIL AND ADD 24" NEW TOPSOIL, OR TILL AND AMEND THE TOP 24" OF EXISTING SOIL TO MEET TOPSOIL/PLANTING MIX
STANDARDS FOR TREES (WITHIN ENTIRE MINIMUM AREA OF 274 SQUARE FEET PER TREE.)
4. LARGE MATURING TREES MAY NOT BE PLANTED WHERE THERE ARE OVERHEAD DISTRIBUTION OR TRANSMISSION LINES. IF
TREES CONFLICT WITH POWER LINES OR SIGNS, CALL URBAN FORESTRY TO RESOLVE BEFORE PLANTING.
5. A MINIMUM OF (50) PERCENT NEW TREES MUST BE NATIVE SPECIES, AND SITES WITH MORE THAN TWENTY (20) TREES
REQUIRES WILL HAVE TO INSTALL MULTIPLE SPECIES PURSUANT TO THE TREE ORDINANCE GUIDELINES.
6. SITE LIGHTING MUST BE A MINIMUM THIRTY (30) FEET AWAY FROM A TREE. IF PEDESTRIAN SCALE LIGHTING IS BEING USED,
THEN LIGHTING MUST BE A MINIMUM OF FIFTEEN (15) FEET AWAY FROM A TREE, UNLESS APPROVED OTHERWISE BY THE CITY.
SHOW SITE LIGHTING PLAN.
7. ADJUST TREE PLANTING LOCATIONS TO AVOID UNDERGROUND UTILITIES. PLANT 15' FROM ALL UNDERGROUND UTILITIES (GAS,
WATER, PHONE AND ELECTRICAL LINES.)
8. ATTENTION LANDSCAPER: NOTIFY URBAN FORESTRY OF ANY SIGN, POWER LINE, OR OTHER CONFLICTS BEFORE PLANTING
NEW TREES. LARGE MATURING TRESS MUST BE 25 TO 30 FEET FROM THE OVERHEAD DISTRIBUTION OR TRANSMISSION LINES.
9. PLEASE CALL [phone] FOR AN INSPECTION OF TREE PROTECTION AND/OR TREE PLANTING AREAS, 1 TO 2 DAYS BEFORE
THE CERTIFICATE OF OCCUPANCY IS NEEDED.
10. NO UTILITY OR LIGHT POLES TO BE INSTALLED IN TREE ISLANDS.
11. ALL TREES ON PUBLIC PROPERTY ARE PROTECTED BY ORDINANCE AND REMOVAL MUST BE APPROVED BY THE CITY
ARBORIST. [phone] OR [phone]
12. COMMERCIAL TREE SAVE AREAS MUST BE RECORDED IN ACCORDANCE WITH THE APPROVED PLAN ON A FINAL PLAT AT THE
REGISTER OF DEEDS OFFICE BEFORE URBAN FORESTRY HOLDS CAN BE RELEASED.
13. THE AREA OF ANY EASEMENTS (WATER, SEWER, UTILITY, ETC) THAT PASSES THROUGH TREE SAVE AREAS CANNOT BE
COUNTED TOWARD THE REQUIRED TREE SAVE REQUIREMENTS.
14. REFER TO SHEET SP -7 FOR UPDATED CHARLOTTE TREE ORDINANCE NOTES.
15. STREET TREE SPACING TO BE 30' MINIMUM TO 40' MAXIMUM. EXACT LOCATIONS OF STREET TREES TO BE DETERMINED IN THE
FIELD.
16. SEE SHEET SP -6 FOR PLANTING DETAILS.
17. SEE SHEET SP -6 FOR MORE LANDSCAPE NOTES.
PERIMETER TREE REQUIREMENTS:
PHASE -1 LINEAR FEET OF ROAD FRONTAGE ALONG MAINTAINED RIGHTS-OF-WAY INCLUDING
DRIVEWAYS:
HUNDLEY ROAD = 1,166 LF/40' O.C.(MAX. SPACING) = 29 TREES REQUIRED (MIN.)
PAIGEBROOK LANE = 1,378 LF/40' O.C.(MAX. SPACING) = 35 TREES REQUIRED (MIN.)
STREET TREES TO BE PROVIDED AT 30-40 FT.(O.C.); ALTERNATE THE FOLLOWING LARGE
MATURING TREES (2" CALIPER AT PLANTING):
- LACEBARK ELM - WHITE OAK
- NUTTALL OAK - SHUMARD OAK
- FREEMAN MAPLE
PHASE -11
GRAPHIC SCALE
t
( IN FEET )
1 inch = 100 ft.
PERIMETER TREE SUMMARY
STREET: MIN. TREES REQ.: TREES PROVIDED:
HUNDLEY ROAD 29 33
PAIGEBROOK LANE 1 35 44
ROAD LENGTHS AS CALCULATED ALONG PUBLIC R/WS FOR APPLICABLE AREAS.
TREES PROVIDED ARE MINIMUM REQUIRED AND FIELD CONDITIONS MAY DICTATE THE USE OF
ADDITIONAL TREES TO SATISFY STREET TREE REQUIREMENT (PROVIDE 40 FT. MAXIMUM SPACING).
PERIMETER TREES MUST BE PLANTED NO MORE THAN 20 FEET FROM THE BACK OF CURB, BUT
LOCATED OUTSIDE OF THE PUBLIC ROAD R/W. PERIMTER TREES SHALL BE LOCATED NO MORE
THAN 8 FEET BEHIND THE PUBLIC ROAD R/W (TO MAINTAIN 20 FT. DISTANCE FROM CURB).
TREE LOCATIONS ON PLAN SHOWN FOR REFERENCE ONLY AND ADJUSTMENTS TO THE PERIMETER
TREE LOCATIONS MAY BE MADE IN THE FIELD (CONFLICTS WITH DRIVEWAYS, UTILITIES, ETC.).
IIfaxA&AM,FG1INR.>trl8,WG1i1q,IIAHItoil IIIIV7G101IHN]:011101WYA1111.]:7G 10100 :8:030ANIA011&
TREES PLACED IN SIGHT TRIANGLES SHALL BE SINGLE -STEM SPECIES WITH LIMBS PRUNED TO A
MINIMUM HEIGHT OF & AS MEASURED FROM FINISHED GRADING SURFACES.
REFER TO CITY OF CHARLOTTE LAND DEVELOPMENT STANDARDS MANUAL, CURRENT EDITION, FOR
TREE PLANTING. SOIL REMEDIATION, IRRIGATION, ETC. AS APPLICABLE.
CONTACT URBAN FORESTER FOR APPROVAL OF ADDITIONAL TREE SPECIES AND REFER TO CITY OF
CHARLOTTE TREE ORDINANCE FOR LIST OS APPROVED SPECIES.
TREE PROTECTION NOTES FOR SUBDIVISION:
1. TREE PROTECTION FENCE/BARRICADES MUST MEET OR EXCEED TREE ORDINANCE REQUIREMENTS
2. TREE PROTECTION FENCE/BARRICADES MUST BE INSTALLED BEFORE ANY DEMOLITION/CLEARING/
GRADING/CONSTRUCTION AND NOT REMOVED UNTIL AFTER AN INSPECTION BY URBAN FORESTRY
3. NO SOIL DISTURBANCE OR COMPACTION, CONSTRUCTION MATERIALS, TRAFFIC, BURIAL PITS, TRENCHING
OR OTHER LAND DISTURBING ACTIVITIES ALLOWED IN TREE SAVE AREAS.
4. VIOLATIONS OF THE TREE PROTECTION REQUIREMENTS ARE SUBJECT TO FINES, AND/OR IMMEDIATE
CORRECTIVE ACTION/MITIGATION.
5. ALL TREES ON PUBLIC PROPERTY ARE PROTECTED BY ORDINANCE AND REMOVAL MUST BE APPROVED BY
THE CITY ARBORIST @ [phone].
6. SHOW TREE PROTECTION FENCE AT LEAST 5 FEET BEYOND THE DRIPLINE OF THE DESIGNATED TREE SAVE
AREA(S) WHENEVER POSSIBLE AT NO LESS THAN THE LOCATIONS SHOWN ON CONSTRUCTION PLANS.
7. TREE SAVE FENCING MAY BE REMOVED/OMITTED UPON ALL COMPLETED AND BUILT -OUT PORTIONS OF
THE DEVELOPMENT (EXAMPLE: OCCUPIED HOME LOTS).
8. TREE PROTECTION FENCE MAY BE TEMPORARILY REMOVED AND REPLACED FOR APPROVED
UTILITY/STORM DRAINAGE WORK AND INSTALLATION OF ANY REQUIRED LANDSCAPE PLANTINGS.
9. COORDINATE ALL ACTIVITIES WITHIN THE TREE SAVE LIMITS WITH THE URBAN FORESTRY SPECIALIST,
GARY TURNER [phone]
DATE I ISSUED FOR
05/16/19 Initial Submittal to City of Charlotte & NCDOT
NORllHC813�0�
N-9 CA—L.4 One -Call Center
REVI
0
Know what's below.
0811 before you dig.
Engineer:
R. Joe Harris & Associates, Inc.
—
Engineering • Land Surveying • Planning
Management
127 Ben Casey Drive, Suite 101, Fort Mill, S.C. 29708 P: [phone]
www.rjoeharris.com
This drawing shall not be used for construction purposes until the
seal and signature of the responsible registrant appears on the
drawing, and proper permit forms and related fees are transmitted
by the Owner, Owner's Agent or Contractor to the Authority
having jurisdiction.
Corporate Seal
Engineer's Seal
1 1 1,111
,`SN 11 1 11111,111
CA Rpt -,.,��
11111111"I,'t
%
CA Ro�
����•`��� •
Q: �EESS/0°. :.
Ny•
��%.�`��� •
:����^°�cFESsj �.y'%
°Q oy• ;
CATAWBA PLANTATION
�,t
_mem SEAL Z^ -
;• C-4168
SEAL
_ .W s
Z
vi+ 036836
PLANTING PLAN
Project No.
Drawing No.
3108
.,,,,��iiirn��•.
Project Manager
Drawn
J. Hegemann
R. Patel
Department Manager
Checked
P. Murphy
P. Murphy
Print/Plot Date
05-16-2019
Asbuilt Drawn
Asbuilt Date
Cli
Dependable Development, Inc
2656 BREKONRIDGE CENTRE DRIVE,104
MONROE, NORTH CAROLINA 28110
P: 704-238-1229
CATAWBA PLANTATION
TOWNHOMES PHASE -2
Drawing Title:
STREET TREES AND
PLANTING PLAN
Project No.
Drawing No.
3108
D' File
S P 3
3108- Site Plan—Phase-2

1/2" RADIUS
2'-0"
I 3' RADIUS
d' .
. ti.
.4e .
d:. d:
2'-6"
STANDARD 2'-6" CURB AND GUTTER
�6" V-6-
3" RADIUS
d .
d •.
� e
-�2'-0"- i
2' I-0" STANDARD CURB & GUTTER
• CITY OF CHARLOTTE
LAND DEVELOPMENT STANDARDS
CHARLM'rE. INCLUDES CHARLOTTE ETJ
2'-0" VALLEY GUTTER
1/2" RADIUS �6" 1'-0"
- 1/8" RADIUS I 3" RADIUS
.�
d. 1/8" RADIUS
n N ..
1 d e d \
d•
�V-6"
V-6" STANDARD CURB AND GUTTER
-6"
3" RADIUS
e dd . • .02 FT FT .03 FT/FT _
N • 4
iD d 41.
a.
d i
d <
.03 FT/FT
SLOPE FOR VARIABLE
SUPERELEVATION RATES
7 1/2"
SECTION A -A
w L = 10 FEET IN LONGITUDINAL SECTION
� L
c9
p L/4 L/4 L/4 L/4
I J
M Z- W
bLLi
FACE OF CURB
-A I--► B
PLAN VIEW
8 3/4"
d
d9: d
d0 -
a. d'
u 4.
SECTION B -B
BACK OF CURB
0
I
LLIP OF GUTTER/EOP
N G 1„
d
O G .d G d
r-
1 1/2" _ I
SECTION C -C
NOTES:
1. TRANSITION IS NOT TO BE LOCATED WITHIN THE CURB RADIUS.
BEGIN TRANSITION AT
AT END OF RADIUS
VARIES
SEE
STD. N0. 10.2
0
FOR
MORE DETAIL
2'-0" VALLEY GUTTER
p
� z
0
0
0
EXPANSION JOINT
o6
z
0
0
0
3'-0"
STEEL HOOD CATCH BASIN
0
0
0
3108
<2E
0
o
0
0
0
0
of
Z
EXPANSION JOINT
0
0
0
0
0
2'-0" VALLEY GUTTER
NOTE:
1. WHERE 2'-6" CURB AND GUTTER IS USED,
CATCH BASINS MAY BE LOCATED AT END
OF RADIUS.
2. RADIUS AT INTERSECTION MAY VARY.
NOT TO SCALE NOT TO SCALE NOT TO SCALE
• CITY OF CHARLOTTE CURB TRANSITION CITY OF 0) LAND DEVELOPMENTLOTTE STANDARDS CATCH BASIN PLACEMENT AT INTERSECTIONS 0
STANDARD CURB AND GUTTER STD. N0. REV. LAND DEVELOPMENT STANDARDS STD. N0. REV. STD. N0. REV.
10.17A CHARLMU. INCLUDES CHARLOTTE ETJ 2'6" CURB AND GUTTER TO 2'-0" VALLEY GUTTER 10.19 � TE- INCLUDES CHARLOTTE ETJ 1 0.3 0
1/2"
V-6" MEDIAN CURB AND GUTTER
TO BE USED IN MEDIANS WHEN LANES ARE SLOPED
FROM ISLAND OR AS SPECIFIED BY THE APPROPRIATE
CITY ENGINEERING DEPT.
25" RADIUS
6 1/2"
M
•d
18" RADIUS •° ' :°�' d.
a .
d.
d.
�6" 1'-0"
RADIUS
1/8" RADIUS
1/8" RADIUS I^y 3/4"
RADIUS
�2"
V-6" MOUNTABLE CURB AND GUTTER
TO BE USED IN MEDIANS ONLY: WHEN SPECIFIED BY a 1 3/4" RADIUS °.
THE APPROPRIATE CITY ENGINEERING DEPT. d
d ,'• e c
e •. d
• CITY OF CHARLOTTE
LAND DEVELOPMENT STANDARDS
CtURWrTE_ INCLUDES CHARLOTTE ETJ
JOINT SEALER
RADIUS
CURB AND GUTTER
1/8" RADIUS (TYPICAL)
JOINT FILLER J
TRANSVERSE EXPANSION JOINT
0 1/8„ GENERAL NOTES: 0
1. A GROOVE JOINT 1" DEEP WITH 1/8" RADII SHALL BE REQUIRED IN THE CONCRETE
SIDEWALK AT 5' INTERVALS. ONE 1/2" EXPANSION JOINT WILL BE REQUIRED AT 45'
°
INTERVALS NOT TO EXCEED 50' AND MATCHING EXPANSION/CONSTRUCTION JOINT IN
ADJACENT CURB. A SEALED 1/2" EXPANSION JOINT WILL BE REQUIRED WHERE THE
4" •.a: °:'.4°'': • SIDEWALK JOINS ANY RIGID STRUCTURE.
-4 a <. . 2. SIDEWALK AT DRIVEWAY ENTRANCES TO BE 6" THICK.
3. WIDTH OF SIDEWALK ON THOROUGHFARE STREETS SHALL BE A MINIMUM OF 6'. WIDTH
° • d' OF SIDEWALKS IN THE CENTRAL BUSINESS DISTRICT WILL BE DETERMINED BY THE CDOT.
'j'•' <:' a ': • 4. WIDTH OF SIDEWALKS ON NON -THOROUGHFARE STREETS SHALL BE BASED ON TYPICAL
j STREET SECTION, A MINIMUM OF 5'. SIDEWALK TO BE POURED TO END OF RADIUS AT
INTERSECTING STREETS.
GROOVE JOINT I N SIDEWALK 5. CONCRETE COMPRESSIVE STRENGTH SHALL BE 3600 PSI. IN 28 DAYS.
6. ZONING CONDITIONS MAY REQUIRE ADDITIONAL WIDTH SIDEWALKS WHICH SHALL
SUPERSEDE THESE STANDARD DIMENSIONS SHOWN.
7. LIDS FOR JUNCTION BOXES AND UTILITY VAULTS SHALL BE NON-SKID AS SPECIFIED BY
ENGINEER.
8 JOINT MATERIALS SHALL LIMIT SHRINK SWELL SO POST CONSTRUCTION INSTALLATION
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
3108
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
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
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
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
N
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
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
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
00000000000000000000000
/
1/8" RADIUS RESULTS IN A MAXIMUM OF 1/4" FROM FLUSH.
4'-0" MIN. WIDTH COVERED WITH DETECTABLE WARNING MAT
e " 1/8" TO 1/4"
r
..d '
4"
d °
•d ,
d .•
JOINT FILLER
1/2 -
TRANSVERSE EXPANSION
JOINT IN SIDEWALK
1/2" EXPANSION JOINT
~ U
.50% (2.00% MAX.)p D 1
EXAMPLE SIDEWALK CONSTRUCTION DIMENSIONS:
WIDTH
RISE
CROSS -SLOPE
1.56%
4'
This drawing shall not be used for construction purposes until the
5'
1"
1.67%
6'
15' MIN.
1.56%
8'
1-4"
1.56%
(MATCH WIDTH OF RAMP)
TRUNCATED DOME PLAN VIEW
NOTES:
1. ALL DETECTABLE WARNING DEVICES USED IN NEW CONSTRUCTION SHALL BE OF A RIDGID PRECAST OR
EMBEDDED PRODUCT APPROVED BY THE CITY ENGINEER. RETRO FIT MATS WILL ONLY BE ALLOWEED ON
EXISTING RAMPS WITH PRIOR APPROVAL OF THE CITY ENGINEER FOR MATERIAL TYPE AND INSTALLATION
(IE. RESURFACING).
2. RAMP AND DETECTABLE WARNING AREA SHALL BE A MINIMUM OF 4 FEET IN WIDTH, BUT NOT BE LESS
THAN THE WIDTH OF SIDEWALK LEADING TO BACK OF RAMP.
3. DETECTABLE WARNING SURFACES SHALL EXTEND 2.0 FT MINIMUM IN THE DIRECTION OF PEDESTRIAN
TRAVEL.
4. DETECTABLE WARNING AREA CAN BE SQUARE WHERE USED IN A CURB RADIUS.
` PROPOSED CURB & GUTTER 5. THE ROWS OF TRUNCATED DOMES IN DETECTABLE WARNING SURFACES SHOULD BE ALIGNED
PERPENDICULAR TO THE GRADE BREAK BETWEEN THE RAMP RUN AND THE STREET. WHERE
DETECTABLE WARNING SURFACES ARE PROVIDED ON A SURFACE WITH A SLOPE THAT IS LESS THAN 5
PROPOSED 4" CONCRETE SIDEWALK PERCENT, DOME ORIENTATION IS LESS CRITICAL.
6. DECTECTABLE WARNING AREA SHALL BE COLORED BLACK IN ALL LOCATIONS EXCEPT ON TRYON STREET
MALL, WHERE FRENCH GRAY IS TO BE USED. (MUST BE A CONTRASTING COLOR TO SURROUNDING
DETAILS SHOWING EXPANSION JOINTS SURFACE).
IN CONCRETE SIDEWALK
NOT TO SCALE
0
CITY OF CHARLOTTE
STD. N0. I REV. LAND DEVELOPMENT STANDARDS CONCRETE SIDEWALKS
110.17131 11,CHAUMTE. INCLUDES CHARLOTTE ETJ
NOTES:
1. CONTRACTION JOINTS SHALL BE SPACED AT 10 -FOOT INTERVALS. FOR VALLEY GUTTER,
A 10 -FOOT SPACING MAY BE USED WHEN A MACHINE IS USED. JOINT SPACING MAY BE ALTERED
BY THE CITY ENGINEER TO PREVENT UNCONTROLLED CRACKING.
2. CONTRACTION JOINTS MAY BE INSTALLED BY THE USE OF TEMPLATES OR FORMED BY OTHER APPROVED METHODS.
WHERE SUCH JOINTS ARE NOT FORMED BY TEMPLATES, A MINIMUM DEPTH OF 1 1/2" SHALL BE OBTAINED.
3. ALL EXPANSION JOINTS SHALL BE SPACED AT 90 -FOOT INTERVALS, AND ADJACENT TO ALL RIGID OBJECTS.
JOINTS SHALL MATCH LOCATIONS WITH JOINTS IN ABUTTING SIDEWALK.
4. CONCRETE COMPRESSIVE STRENGTH SHALL BE 3600 P.S.I. IN 28 DAYS.
5. CURB SHALL BE DEPRESSED AT INTERSECTIONS TO PROVIDE FOR FUTURE ACCESSIBLE RAMPS.
6. TOP 6" OF SUBGRADE BENEATH THE CURB AND GUTTER SHALL BE COMPACTED TO 100% STANDARD PROCTOR DENSITY.
• CITY OF CHARLOTTE
LAND DEVELOPMENT STANDARDS
CtLU"TTE- INCLUDES CHARLOTTE ETJ
Ito] 1014.]W_1a111 aIaOKI,
0/fix* ("A" SEE NOTE 7) VARIES (MIN 4')
BACK OF SIDEWALK
q"A" +6% 6" }" PER FOOT MIN. (TO MATCH
1.5% (2.00% MAX.) PLANTING STRIP BEYOND) 6"
(** SEE NOTE 6) "A -2% e
NOT TO SCALE
�P
10SECTION A -A
'-0" 10'
-0 "
NOTES:
1. THE ELEVATION OF THE SIDEWALK SHALL BE NOT LESS THAN
SIX INCHES OR MORE THAN EIGHTEEN INCHES ABOVE THE
ROADWAY CROWN. THIS ELEVATION DIFFERENTIAL SHALL BE
CONSISTENT WITHIN EACH BLOCK.
2. ALL CONCRETE TO BE 3600 PSI STRENGTH.
3. ALL CONSTRUCTION PRACTICES, INCLUDING COMPACTION, CURING,
FINISHING, ETC. SHALL BE IN ACCORDANCE WITH THE
CHARLOTTE LAND DEVELOPMENT STANDARDS.
4. PLANTING STRIP SHALL BE GRADED WITH A CROSS SLOPE
BETWEEN 1/4 IN. PER FOOT AND 1 1/4 IN. PER FOOT EXCEPT
WHERE EXCESSIVE NATURAL GRADES MAKE THIS REQUIREMENT
IMPRACTICAL. IN SUCH CASES, THE CITY ENGINEER MAY
AUTHORIZE A SUITABLE GRADE
5. ALL DRIVEWAYS MUST MEET THE CURRENT CITY DRIVEWAY
REGULATIONS AND NCDOT REQUIREMENTS, INCLUDING BUT NOT
LIMITED TO SPACING, SIGHT DISTANCE, AND OFFSETS FROM
PROPERTY LINES AND INTERSECTIONS.
6. **PER NC IFC SECTION D103.2, FIRE APPARATUS ACCESS
ROADS SHALL NOT EXCEED 10 PERCENT IN GRADE.
7. "A" BREAKOVER SHALL BE 8% OR LESS (A = ALGEBRAIC
DIFFERENCE).
S. PRIOR APPROVAL IS REQUIRED BY CDOT ON GRADES EXCEEDING
WHAT ARE SHOWN.
DRIVEWAY WIDTH
R. Joe Harris & Associates, Inc.
X
Y
TYPE I -RESIDENTIAL:
www.rjoeharris.com
This drawing shall not be used for construction purposes until the
LOCAL/COLLECTOR
10' MIN.
30' MAX.***
THOROUGHFARE *
15' MIN.
30' MAX.***
* MUST PROVIDE ON-SITE TURNAROUND
*** MAXIMUM WIDTH INCLUDES OPTIONAL WINGS
• CITY OF CHARLOTTE
STD. N0. I REV. LAND DEVELOPMENT STANDARDS
10.17 C C RARWrT m INCLUDES CHARLOTTE ETJ
0
7. IF PAVERS ARE TO BE USED, PAVERS SHALL BE 6" THICK AND CAST FROM 5000 psi CONCRETE.
8. MATS ARE TO BE RIGID WITHTURN DOWN EDGES EMBEDDED IN CONCRETE TO ELIMINATE TRIP HAZARD.
9. DIMENSIONS PER NCDOT 848.06
NOT TO SCALE
0
0.65"
1.6" TO 2.4")
(1.6" TO 2.4")
O O
O O O O
O O O O
TRUNCATED DOME SPACING
50%-65% OF BASE DIAMETER
0.2"
0
0.9"-1.4"
TRUNCATED DOME SECTION
NOT TO SCALE
• CITY OF CHARLOTTE TRUNCATED DOMES
STD. N0. I REV.
LAND DEVELOPMENT STANDARDS PLAN AND CROSS-SECTION
�
10.2 213 O ARLOTTE- INCLUDES CHARLOTTE ETJ
0
FILAN NOT TO SCALE
RESIDENTIAL DRIVEWAY (TYPE 1)
FOR 2'-0" VALLEY GUTTER I
10.27AI 13
10.3513 113
DATE ISSUED FOR REV
05/16/19 Initial Submittal to City of Charlotte & NCDOT 0
NORTHC813�0� I
Na,U e4,. L.4 One -Call Center
Know what's below.
0811 before you dig.
Engineer:
R. Joe Harris & Associates, Inc.
Engineering • Land Surveying • Planning
Management
127 Ben Casey Drive, Suite 101, Fort Mill, S.C. 29708 P: [phone]
www.rjoeharris.com
This drawing shall not be used for construction purposes until the
seal and signature of the responsible registrant appears on the
drawing, and proper permit forms and related fees are transmitted
by the Owner, Owner's Agent or Contractor to the Authority
having jurisdiction.
Corporate Seal
Engineer's Seal
�` r CA R����
''
r CA R4���
.%%%%-
�EESS/0°°`/�9,��:
'1'q °°
.�`�����` ....
:`�,��: ,ovESsj .,-. 9�'':
Q Dy
CATAWBA PLANTATION
TOWNHOMES PHASE -2
= :m SEAL c_,° =
° C-4168
;tj
_ :W SEAL Z°s =
f, 036836
';may ��'?/HG & 5 " ���.`
'., 9, ° .
3108
° `.`
'����11111111\���
����/11111r11\��`
Project Manager
Drawn
J. Hegemann
R. Patel
Department Manager
Checked
P. Murphy
I P. Murphy
Print/Plot Date
05-16-2019
Asbuilt Drawn
Asbuilt Date
Cli
Dependable Development, Inc
2656 BREKONRIDGE CENTRE DRIVE,104
MONROE, NORTH CAROLINA 28110
P: 704-238-1229
CATAWBA PLANTATION
TOWNHOMES PHASE -2
Drawing Title:
SITE PLAN DETAILS
Project IVo.
Drawing No.
3108
D' File
S P 4
3108- Site Plan Phase -2

0
0
2'-6" STANDARD CURB AND GUTTER
(PREFERRED OPTION
22' 8' 5'
S.W. TYP.
P.S. TYP.
04
N
00
LID
5'1 8'
U)
R=15' TYP.
2'-6" STANDARD
CLDS 10.40A
• CITY OF CHARLOTTE
DEPARTMENT OF
TRANSPORTATION
(IARiATTE. INTERSECTION GUIDELINES
CURB AND
GUTTER (TYP.)
30'
RIGHT-OF-WAY LIN
A
S.W. TYP.
P.S. TYP.
H)
04
00
LID
2'-0" VALLEY GUTTER
R=15' TYP.
2'-0" VALLEY GUTTER
CLDS 10.40A
00
I to
5 � 3i
a Giii
NOTES:
1. REFER TO U-02 FOR TYPICAL SECTION.
2. CURB RADII DETERMINED USING "USDG APPENDIX C."
0
R/W
28'
S.U.E. R/W
7'-0"
(MIN)
-2'-
1.5%
'-1.5%
(2.00% MAX
2:1 CUT MAX. S R
3:1 FILL MAX.
56' TOTAL R/W
_I_
42' R/W
-21' (MIN)
(11' IF VALLEY)
SURFACE COURSE
R/W
28'
R/W S.U.E.
21' (MIN) 7'-0
"-1
(MIN) (MIN) (MIN)
(11' IF VALLEY)
1.5% /
SLOPE 3/8" PER FT. 2.00% MAX)
PLANTING STRIP
SEE NOTE 3
FINAL LIFT TO BE APPLIED UPON MEETING ONE OF THE FOLLOWING CONDITIONS:
1) 75% DEVELOPMENT OCCUPANCY,
TACK COAT 2) 1 YEAR FROM INTERMEDIATE COURSE PLACEMENT,
3) FOR ETJ STREETS, FINAL 1" MAY BE PLACED WHEN APPROVED BY NCDOT.
(SEE SECTION 1.E.4) INTERMEDIATE COURSE
1 1/2" S9.5B OR SF9.5A
BASE COURSE
8" COMPACTED AGGREGATE BASE COURSE, OR 4" BCBC TYPE B25.OB.
SHOULD ENTIRE DEVELOPMENT HAVE A CBR OF 6 OR GREATER, THEN
AN ALTERNATIVE BASE COURSE PAVEMENT DESIGN MAY BE SUBMITTED
TO THE CITY ENGINEER FOR APPROVAL.
SUBGRADE
COMPACTED SUBGRADE (SEE SECTION 1.A.18)
TYPICAL PAVEMENT SECTION
KEY
® 2'-6" STANDARD CURB AND GUTTER OR 2'-0" VALLEY GUTTER
NOT TOSCALE O 4 CONCRETE SIDEWALK
NOT FOR CONSTRUCTION NOT TO SCALE
0
LOCAL RESIDENTIAL MEDIUM TO LOCAL RESIDENTIAL MEDIUM ' CITY OF CHARLOTTE
N0. REV. � LAND DEVELOPMENT STANDARDS
TYPICAL INTERSECTION LAYOUT 1- 1 INCLUDES CHARLOTTE ETJ
R/W
STANDARD CUL-DE-SAC
• CITY OF CHARLOTTE
LAND DEVELOPMENT STANDARDS
DIAGRAM 9
2 WAY, ONE LANE TRAFFIC
(FLAGGER CONTROL)
x\
SECTION A -A
APPLICABLE WHEN NO SIDEWALK PRESENT.
PLEASE NOTE: DRIVEWAY STANDARD
MAX. SLOPES AND BREAKOVERS APPLY
2:1 CUT MAX
3:1 FILL MAX
NOTES:
1. ALTERNATIVE CUL-DE-SAC DESIGNS, INCLUDING
ISLANDS SHALL BE SUBMITTED TO THE CITY
ENGINEER AND CDOT FOR REVIEW AND APPROVAL.
3LE RAMP (TYP.) 2. THE CROWN FOR PAVEMENT SHALL BE 1/4" PER
FT FROM THE CENTER OF THE CUL-DE-SAC.
DEWALK (TYP.) 3. REFER TO NCDOT STANDARDS FOR DITCH TYPE
STREETS IN ETJ.
4. SIDEWALK MAY BE REQUIRED TO EXTEND AROUND
STRIP CUL-DE-SAC BULB WHERE PARKS OR SCHOOLS HAVE
(TYP.) FRONTAGE TO THE END OF THE CUL-DE-SAC.
NOTE: THIS DETAIL IS NOT FOR USE IN ETJ,
OR ON NCDOT-MAINTAINED STREETS. REFER TO
NCDOT SUBDIVISION ROADS MINIMUM
CONSTRUCTION STANDARDS MANUAL.
NOT TO SCALE
CITY OF CHARLOTTE RESIDENTIAL
CUL-DE-SAC DETAIL
NOTES:
1. SPACING - 25 M.P.H OR LESS
(SPACING) - 30 & 35 M.P.H.
((SPACING)) -40 M.PH. OR MORE
2.*BUFFER SHALL EXTEND BACK TO THE BEGINNING OF THE CURVE OR HILLTO PROVIDE
ADEQUATE SIGHT DISTANCE FOR THE APPROACHING TRAFFIC.
3.ONLOW VOLUME, RESIDENTIAL STREETS WHERE THERE IS ADEQUATE VISIBILITY,
ASI NGLE FLAGGER POSITIONED AS SHOWN MAYBE ACCEPTABLE.
4. IF WORK IS WITHIN 50' OFAN INTERSECTION SEE DIAGRAM 10 OR 11.
5. IF BIKE LANE IS PRESENT THE PROPER CLOSURE IS REQUIRED USING SIGNS
AND CONES REFER TO DIAGRAM 31.
66
■
TAPER 100' 100' 100'
50' (200) (200') (200')
((350')) J ((350'))
■
I
67
111.16113
2:1 CUT MAX.
3:1 FILL MAX.
NOTES:
1. FOR EXPLANATION OF RIGHT-OF-WAY
WIDTHS REFER TO CITY OF CHARLOTTE
SUBDIVISION ORDINANCE SECTION 20-22(d).
2. ZONING SETBACKS MEASURED FROM TOTAL
R/W
3. PLANTING STRIP ADJACENT TO SIDEWALK
SHALL BE GRADED TO 14" PER FOOT (MIN.)
UP TO 1%" PER FOOT (MAX.), EXCEPT
WHERE EXCESSIVE NATURAL GRADES MAKE
THIS REQUIREMENT IMPRACTICAL. IN SUCH
CASES, THE CITY ENGINEER MAY AUTHORIZE
A SUITABLE GRADE.
LOCAL RESIDENTIAL MEDIUM STREET
TYPICAL SECTION
Charlotte Urban Forestry - Tree Planting and Preservation Requirements
Plant Material
1. Minimum tree size at planting is 2" caliper and 8' tall for single -stem trees. All multi -stem plants must be tree
form, 13. Minimum tree size at planting is 2 -inch caliper (for single stem trees). All multi -stem plants must be tree
form, maximum 3 to 5 trunks, and minimum 10' tall. Where 3" single -stem caliper trees are specified/required the
minimum height shall be 10' tall, if multi -stem trees are specified then they shall be a minimum of 12' tall.
2. All new trees must have straight trunks with strong central leaders intact to the top of the crown unless multi -stem
trees are specified. All required trees shall be typical of their species and variety, have normal growth habits, have
well-developed branches, be vigorous and have fibrous root systems. Trees with co -dominant branching will NOT
be accepted. Trees that have been sheared, topped or cut back to multiply the branching structure will NOT be
accepted. Trees shall be free of abrasions, damage, disease, pests and cracks. All pruning cuts greater than 1/2
inch diameter shall have callus tissue formed prior to planting. No pruning cut on the trunk shall be more than
one-half the diameter of the central leader at the height where the cut was made. Root flares shall be located at
grade. Trees with more than 2" of soil covering the root ball/flare from will NOT be accepted (CLDS.40.09).
3. Size of required plants, spread of roots and size of balls shall be in accordance with ANSI Z60.1 (latest edition) as
published by the American Nursery & Landscape Association, except where specified/authorized by Urban
Forestry.
4. All required trees of a particular species and variety shall be uniform in size and configuration.
5. Perimeter trees in urban zones shall be 3" in caliper and be free of branches up to 6' from the top of the ball.
6. A minimum of 50% of new trees must be native species, and sites with more than 20 trees required will have to
install multiple (3 or more) species pursuant to the Tree Ordinance Guidelines.
7. 75% of required trees must be large mature species except in situations with overhead power line conflicts.
Planting Requirements maximum 3 to 5 trunks, and minimum 8 feet tall.
8. See CLDS 40.01 (on plan) for detailed tree planting requirements.
9. Plastic hose parts will NOT be accepted for tree staking. See CLDS 40.01 for approved staking method/materials.
10. All strapping, and top 1/3 of wire basket and burlap must be cut away and removed from root ball when planting.
11. For new planting areas, remove all pavement, gravel sub -base and construction debris; remove compacted soil
and add 24" new topsoil, or till and amend the top 24" of existing soil to meet topsoil/planting mix standards for
trees (within entire minimum area of 274 square feet per large mature tree and 200 square feet per small mature
tree).
12. Review soil requirements in the Tree Ordinance Guidelines at: http://landpermits.charmeck.org then click Trees.
Utility Issues
13. Large maturing trees may not be planted within 25' of overhead power distribution or transmission lines. If trees
conflict with power lines or signs, call Urban Forester to resolve BEFORE planting.
14. Adjust tree planting locations to avoid underground utilities. Plant 15' from all underground utilities.
15. No light poles, utility poles or transformers can be installed in tree islands.
16. Commercial scale lighting (> 15' in height) must be a minimum distance of 30' from a tree. Pedestrian scale
lighting (<_ 15' in height) must be a minimum distance of 15' from a tree. Show site lighting on landscape plan.
Tree Save and Preservation
17. Tree protection must be installed and verified by Urban Forestry prior to starting ANY construction activity.
18. Show tree protection and trees save areas on erosion control, grading and landscape plan sheets.
19. Commercial tree save areas must be recorded on a final plat with the Mecklenburg County Register of Deeds
before Urban Forestry holds can be released. A 10' no build zone around tree save areas must be referenced on
the plat.
20. Tree Save Areas shall be free of invasive plant species. If an area proposed for tree save contains invasive plant
species at time of proposal, such invasive plant species shall be removed prior to final CO.
21. The area of any easements (water, sewer, utility, etc.) can NOT be counted toward the tree save requirement.
22. Any alterations to tree save areas must be accomplished without mechanized equipment.
23. No structure will be allowed within 10' of tree save areas unless approved by Urban Forestry.
24. All trees on public property are protected and removal must be permitted by the city arborist [phone].
General
25. Call [phone] for an inspection of tree protection/planting areas, a minimum of 5 days before a CO is
needed.
26. Visit City of Charlotte's Land Development website for additional information and urban forestry requirements:
http://landpermits.charmeck.org then click Trees.
NOTES:
1. REMOVE WIRE AND NYLON TWINE FROM BALL AND CANOPY.
2. SOAK ROOT BALL AND PLANT PIT IMMEDIATELY AFTER INSTALLATION.
3. STAKING IS REQUIRED FOR ALL TREES IN R.O.W. OR UPON
REQUEST OF ARBORIST.
4. REMOVE EXCESS SOIL FROM SITE AND DISPOSE OF IN A
LEGAL MANNER.
5. RESEED UNMULCHED, DISTURBED AREAS.
3/4" NYLON STRAP -
ROOT CROWN TO
BE AT FINISH GRADE
4" HIGH / 6" WIDE MAXIMUM
BERM OUTSIDE OF ROOTBALL
3 - 1"x2"x18" WOOD STAKES
WITH CENTERED 3/8" HOLE
DRIVEN IN UNE WITH STRAP
EQUALLY SPACED AROUND TREE
mm
3" SUP KNOT WITH STOP KNOT.
6" LARGER THAN TREE DIAMETER
KEEP MULCH AWAY FROM
TRUNK 1" TO 2"
_4" MAXIMUM LAYER OF MULCH
FINISH GRADE
REMOVE TYPICAL EXCESS SOIL BACKFII I ec carci�m
FROM ROOT CROWN
REMOVE TOP 1/3 BURLAP UNDHMMIN.ISTURBED SOIL
AND ANY NAILS/PINS, ETC.
ROOT BALL DIA. 12"
REMOVE TOP 1/3 OF WIRE VARIES
BASKET WHERE PRESENT
RAISE PIT BOTTOM TO SET ROOT CROWN
AT THE CORRECT HEIGHT. FIRM SOIL UNDER ROUT BALL
ALL TREES SHALL MEET AMERICAN STANDARD FOR NURSERY STOCK (ANSI Z60.1-2004)
FOR EXAMPLE: CALIPER HEIGHT (RANGE) MAX. HEIGHT MIN. ROOT BALL DIA. MIN. ROOT BALL DEPTH
2" 12-14' 16' 24" 16"
3" 14-16' 18' 32" 21"
• CITY OF CHARLOTTE TREE PLANTING
STD. N0. REV. LAND DEVELOPMENT STANDARDS
U-02 16 CHARLOTTE- INCLUDES CHARLOTTE ETJ (FOR SINGLE AND MULTI -STEM TREES)
i SPECIFIED BALL DIAMETER
0
0
TOP OF BALL NATURAL SOIL LINE
AS DUG TOP
2" MAXIMUM OF SOIL
COVERING ACCEPTABLE
NATURAL
ROOT CROWN
11
NOT TO SCALE
0
40.01
1LL DIAMETER
ALL DIAMETER
EPTABLE SOIL
NG
)WN
ACCEPTABLE CONDITION UNACCEPTABLE CONDITION
(AS DELIVERED) (AS DELIVERED)
NOTE:
A ROOT FLARE EXCAVATION FOR ALL TREES SPECIFIED
WILL BE DONE BY THE CITY ARBORIST TO ENSURE THAT
TREES WERE NOT PLANTED/GROWN TOO DEEPLY AT SOURCE
(NURSERY). LANDSCAPE CONTRACTOR SHALL HAVE SUPPLIER
MARK GROUND LEVEL LINE ABOVE ROOT BALL. IF CITY ARBORIST
DETERMINES THAT THERE IS EXCESSIVE SOIL OVER THE ROOT
CROWN, THESE TREES WILL BE REJECTED.
• CITY OF CHARLOTTE ROOT E LA R E DEPTHS
LAND DEVELOPMENT STANDARDS
CHARLOTTE -INCLUDES CHARLOTTE ETJ (TREE ROOT BALL CONDITION ON TREES FROM SUPPLIERS) 140.0919
PLANTINGS IN STREET RIGHT-OF-WAY
GENERAL NOTES
1. TREE GRATES AND ASSOCIATED IRRIGATION SYSTEMS ARE REQUIRED AT VARIOUS LOCATIONS IN THE UPTOWN AREAS TO COMPLY WITH THE UPTOWN
STREETSCAPE GUIDELINES AND OTHER ZONING REQUIREMENTS. ALL OTHER INSTALLATIONS OF IRRIGATION SYSTEMS WITHIN THE RIGHT-OF-WAY OF CITY OR STATE MAINTAINED
STREETS REQUIRE AN ENCROACHMENT AGREEMENT EXECUTED THROUGH COOT OR NCDOT. THE CITY'S ENCROACHMENT AGREEMENT REVIEW/APPROVAL PROCESS MAY INCLUDE
ADDITIONAL REQUIREMENTS. CONTACT COOT OR NCDOT FOR ADDITIONAL INFORMATION REGARDING COST SUBMITTAL AND LIABILITY INSURANCE COVERAGE REQUIREMENTS.
2. A DRAINAGE SYSTEM IS REQUIRED AS SHOWN FOR ALL IRRIGATED PLANTING AREAS LOCATED ADJACENT TO STREETS. ALL IRRIGATION/DRAINAGE SYSTEMS NOT REQUIRED BY
THE UPTOWN STREET GUIDELINES REQUIRE AN ENCROACHMENT AGREEMENT EXECUTED BY CDOT OR NCDOT FOR CITY OR STATE -MAINTAINED ROADS, RESPECTIVELY.
CONTACT CDOT OR NCDOT FOR ADDITIONAL INFORMATION REGARDING COST, SUBMITTAL AND LIABILITY INSURANCE COVERAGE REQUIREMENTS.
3. AN INSPECTION SCHEDULE IS NEEDED FOR TREES THAT WILL BE PLANTED IN THE STREET RIGHT OF WAY DUE TO ZONING OR OTHER REQUIREMENTS.
LANDSCAPE INSPECTION INCLUDE THE FOLLOWING:
SUBDRAINAGE INSPECTION
TREE PIT/WELL OR PLANTING STRIP INSPECTION
SOIL MIX APPROVALS/INSPECTIONS
TREE APPROVALS/INSPECTIONS - PRIOR TO PURCHASING THE TREES, TO BE MADE BY THE CITY ARBORIST OR ASSISTANT CITY ARBORIST - 336-4262.
THIS MAY INCLUDE PHOTO APPROVAL OR PARTICIPATION IN TAGGING THE TREES.
TREE PLANTING INSPECTION
IRRIGATION INSPECTION
FINAL WALK THROUGH
ALL OF THE ABOVE INSPECTIONS WILL BE PERFORMED BY THE CITY LAND DEVELOPMENT DIV. (URBAN FORESTRY SECTION) EXCEPT FOR THE TREE APPROVALS AS NOTED.
• CITY OF CHARLOTTE
LAND DEVELOPMENT STANDARDS
CHAPJj(Y E- INCLUDES CHARLOTTE ETJ
TREE PLANTING -NOTES
(DRAINAGE AND INSPECTION)
DATE ISSUED FOR REV
05/16/19 Initial Submittal to City of Charlotte & NCDOT 0
NOBLY CABOL/NN
N.%g i1bn.°E:,r.a One -Call Center
•
•
Know what's below.
Call before you dig.
rnaineer:
I
LEGEND
O
CONES/DRUMS
HTYPE
III BARRICADE
T
SIGNS
®
WORK AREA
having jurisdiction.
FLAGGER
67
111.16113
2:1 CUT MAX.
3:1 FILL MAX.
NOTES:
1. FOR EXPLANATION OF RIGHT-OF-WAY
WIDTHS REFER TO CITY OF CHARLOTTE
SUBDIVISION ORDINANCE SECTION 20-22(d).
2. ZONING SETBACKS MEASURED FROM TOTAL
R/W
3. PLANTING STRIP ADJACENT TO SIDEWALK
SHALL BE GRADED TO 14" PER FOOT (MIN.)
UP TO 1%" PER FOOT (MAX.), EXCEPT
WHERE EXCESSIVE NATURAL GRADES MAKE
THIS REQUIREMENT IMPRACTICAL. IN SUCH
CASES, THE CITY ENGINEER MAY AUTHORIZE
A SUITABLE GRADE.
LOCAL RESIDENTIAL MEDIUM STREET
TYPICAL SECTION
Charlotte Urban Forestry - Tree Planting and Preservation Requirements
Plant Material
1. Minimum tree size at planting is 2" caliper and 8' tall for single -stem trees. All multi -stem plants must be tree
form, 13. Minimum tree size at planting is 2 -inch caliper (for single stem trees). All multi -stem plants must be tree
form, maximum 3 to 5 trunks, and minimum 10' tall. Where 3" single -stem caliper trees are specified/required the
minimum height shall be 10' tall, if multi -stem trees are specified then they shall be a minimum of 12' tall.
2. All new trees must have straight trunks with strong central leaders intact to the top of the crown unless multi -stem
trees are specified. All required trees shall be typical of their species and variety, have normal growth habits, have
well-developed branches, be vigorous and have fibrous root systems. Trees with co -dominant branching will NOT
be accepted. Trees that have been sheared, topped or cut back to multiply the branching structure will NOT be
accepted. Trees shall be free of abrasions, damage, disease, pests and cracks. All pruning cuts greater than 1/2
inch diameter shall have callus tissue formed prior to planting. No pruning cut on the trunk shall be more than
one-half the diameter of the central leader at the height where the cut was made. Root flares shall be located at
grade. Trees with more than 2" of soil covering the root ball/flare from will NOT be accepted (CLDS.40.09).
3. Size of required plants, spread of roots and size of balls shall be in accordance with ANSI Z60.1 (latest edition) as
published by the American Nursery & Landscape Association, except where specified/authorized by Urban
Forestry.
4. All required trees of a particular species and variety shall be uniform in size and configuration.
5. Perimeter trees in urban zones shall be 3" in caliper and be free of branches up to 6' from the top of the ball.
6. A minimum of 50% of new trees must be native species, and sites with more than 20 trees required will have to
install multiple (3 or more) species pursuant to the Tree Ordinance Guidelines.
7. 75% of required trees must be large mature species except in situations with overhead power line conflicts.
Planting Requirements maximum 3 to 5 trunks, and minimum 8 feet tall.
8. See CLDS 40.01 (on plan) for detailed tree planting requirements.
9. Plastic hose parts will NOT be accepted for tree staking. See CLDS 40.01 for approved staking method/materials.
10. All strapping, and top 1/3 of wire basket and burlap must be cut away and removed from root ball when planting.
11. For new planting areas, remove all pavement, gravel sub -base and construction debris; remove compacted soil
and add 24" new topsoil, or till and amend the top 24" of existing soil to meet topsoil/planting mix standards for
trees (within entire minimum area of 274 square feet per large mature tree and 200 square feet per small mature
tree).
12. Review soil requirements in the Tree Ordinance Guidelines at: http://landpermits.charmeck.org then click Trees.
Utility Issues
13. Large maturing trees may not be planted within 25' of overhead power distribution or transmission lines. If trees
conflict with power lines or signs, call Urban Forester to resolve BEFORE planting.
14. Adjust tree planting locations to avoid underground utilities. Plant 15' from all underground utilities.
15. No light poles, utility poles or transformers can be installed in tree islands.
16. Commercial scale lighting (> 15' in height) must be a minimum distance of 30' from a tree. Pedestrian scale
lighting (<_ 15' in height) must be a minimum distance of 15' from a tree. Show site lighting on landscape plan.
Tree Save and Preservation
17. Tree protection must be installed and verified by Urban Forestry prior to starting ANY construction activity.
18. Show tree protection and trees save areas on erosion control, grading and landscape plan sheets.
19. Commercial tree save areas must be recorded on a final plat with the Mecklenburg County Register of Deeds
before Urban Forestry holds can be released. A 10' no build zone around tree save areas must be referenced on
the plat.
20. Tree Save Areas shall be free of invasive plant species. If an area proposed for tree save contains invasive plant
species at time of proposal, such invasive plant species shall be removed prior to final CO.
21. The area of any easements (water, sewer, utility, etc.) can NOT be counted toward the tree save requirement.
22. Any alterations to tree save areas must be accomplished without mechanized equipment.
23. No structure will be allowed within 10' of tree save areas unless approved by Urban Forestry.
24. All trees on public property are protected and removal must be permitted by the city arborist [phone].
General
25. Call [phone] for an inspection of tree protection/planting areas, a minimum of 5 days before a CO is
needed.
26. Visit City of Charlotte's Land Development website for additional information and urban forestry requirements:
http://landpermits.charmeck.org then click Trees.
NOTES:
1. REMOVE WIRE AND NYLON TWINE FROM BALL AND CANOPY.
2. SOAK ROOT BALL AND PLANT PIT IMMEDIATELY AFTER INSTALLATION.
3. STAKING IS REQUIRED FOR ALL TREES IN R.O.W. OR UPON
REQUEST OF ARBORIST.
4. REMOVE EXCESS SOIL FROM SITE AND DISPOSE OF IN A
LEGAL MANNER.
5. RESEED UNMULCHED, DISTURBED AREAS.
3/4" NYLON STRAP -
ROOT CROWN TO
BE AT FINISH GRADE
4" HIGH / 6" WIDE MAXIMUM
BERM OUTSIDE OF ROOTBALL
3 - 1"x2"x18" WOOD STAKES
WITH CENTERED 3/8" HOLE
DRIVEN IN UNE WITH STRAP
EQUALLY SPACED AROUND TREE
mm
3" SUP KNOT WITH STOP KNOT.
6" LARGER THAN TREE DIAMETER
KEEP MULCH AWAY FROM
TRUNK 1" TO 2"
_4" MAXIMUM LAYER OF MULCH
FINISH GRADE
REMOVE TYPICAL EXCESS SOIL BACKFII I ec carci�m
FROM ROOT CROWN
REMOVE TOP 1/3 BURLAP UNDHMMIN.ISTURBED SOIL
AND ANY NAILS/PINS, ETC.
ROOT BALL DIA. 12"
REMOVE TOP 1/3 OF WIRE VARIES
BASKET WHERE PRESENT
RAISE PIT BOTTOM TO SET ROOT CROWN
AT THE CORRECT HEIGHT. FIRM SOIL UNDER ROUT BALL
ALL TREES SHALL MEET AMERICAN STANDARD FOR NURSERY STOCK (ANSI Z60.1-2004)
FOR EXAMPLE: CALIPER HEIGHT (RANGE) MAX. HEIGHT MIN. ROOT BALL DIA. MIN. ROOT BALL DEPTH
2" 12-14' 16' 24" 16"
3" 14-16' 18' 32" 21"
• CITY OF CHARLOTTE TREE PLANTING
STD. N0. REV. LAND DEVELOPMENT STANDARDS
U-02 16 CHARLOTTE- INCLUDES CHARLOTTE ETJ (FOR SINGLE AND MULTI -STEM TREES)
i SPECIFIED BALL DIAMETER
0
0
TOP OF BALL NATURAL SOIL LINE
AS DUG TOP
2" MAXIMUM OF SOIL
COVERING ACCEPTABLE
NATURAL
ROOT CROWN
11
NOT TO SCALE
0
40.01
1LL DIAMETER
ALL DIAMETER
EPTABLE SOIL
NG
)WN
ACCEPTABLE CONDITION UNACCEPTABLE CONDITION
(AS DELIVERED) (AS DELIVERED)
NOTE:
A ROOT FLARE EXCAVATION FOR ALL TREES SPECIFIED
WILL BE DONE BY THE CITY ARBORIST TO ENSURE THAT
TREES WERE NOT PLANTED/GROWN TOO DEEPLY AT SOURCE
(NURSERY). LANDSCAPE CONTRACTOR SHALL HAVE SUPPLIER
MARK GROUND LEVEL LINE ABOVE ROOT BALL. IF CITY ARBORIST
DETERMINES THAT THERE IS EXCESSIVE SOIL OVER THE ROOT
CROWN, THESE TREES WILL BE REJECTED.
• CITY OF CHARLOTTE ROOT E LA R E DEPTHS
LAND DEVELOPMENT STANDARDS
CHARLOTTE -INCLUDES CHARLOTTE ETJ (TREE ROOT BALL CONDITION ON TREES FROM SUPPLIERS) 140.0919
PLANTINGS IN STREET RIGHT-OF-WAY
GENERAL NOTES
1. TREE GRATES AND ASSOCIATED IRRIGATION SYSTEMS ARE REQUIRED AT VARIOUS LOCATIONS IN THE UPTOWN AREAS TO COMPLY WITH THE UPTOWN
STREETSCAPE GUIDELINES AND OTHER ZONING REQUIREMENTS. ALL OTHER INSTALLATIONS OF IRRIGATION SYSTEMS WITHIN THE RIGHT-OF-WAY OF CITY OR STATE MAINTAINED
STREETS REQUIRE AN ENCROACHMENT AGREEMENT EXECUTED THROUGH COOT OR NCDOT. THE CITY'S ENCROACHMENT AGREEMENT REVIEW/APPROVAL PROCESS MAY INCLUDE
ADDITIONAL REQUIREMENTS. CONTACT COOT OR NCDOT FOR ADDITIONAL INFORMATION REGARDING COST SUBMITTAL AND LIABILITY INSURANCE COVERAGE REQUIREMENTS.
2. A DRAINAGE SYSTEM IS REQUIRED AS SHOWN FOR ALL IRRIGATED PLANTING AREAS LOCATED ADJACENT TO STREETS. ALL IRRIGATION/DRAINAGE SYSTEMS NOT REQUIRED BY
THE UPTOWN STREET GUIDELINES REQUIRE AN ENCROACHMENT AGREEMENT EXECUTED BY CDOT OR NCDOT FOR CITY OR STATE -MAINTAINED ROADS, RESPECTIVELY.
CONTACT CDOT OR NCDOT FOR ADDITIONAL INFORMATION REGARDING COST, SUBMITTAL AND LIABILITY INSURANCE COVERAGE REQUIREMENTS.
3. AN INSPECTION SCHEDULE IS NEEDED FOR TREES THAT WILL BE PLANTED IN THE STREET RIGHT OF WAY DUE TO ZONING OR OTHER REQUIREMENTS.
LANDSCAPE INSPECTION INCLUDE THE FOLLOWING:
SUBDRAINAGE INSPECTION
TREE PIT/WELL OR PLANTING STRIP INSPECTION
SOIL MIX APPROVALS/INSPECTIONS
TREE APPROVALS/INSPECTIONS - PRIOR TO PURCHASING THE TREES, TO BE MADE BY THE CITY ARBORIST OR ASSISTANT CITY ARBORIST - 336-4262.
THIS MAY INCLUDE PHOTO APPROVAL OR PARTICIPATION IN TAGGING THE TREES.
TREE PLANTING INSPECTION
IRRIGATION INSPECTION
FINAL WALK THROUGH
ALL OF THE ABOVE INSPECTIONS WILL BE PERFORMED BY THE CITY LAND DEVELOPMENT DIV. (URBAN FORESTRY SECTION) EXCEPT FOR THE TREE APPROVALS AS NOTED.
• CITY OF CHARLOTTE
LAND DEVELOPMENT STANDARDS
CHAPJj(Y E- INCLUDES CHARLOTTE ETJ
TREE PLANTING -NOTES
(DRAINAGE AND INSPECTION)
DATE ISSUED FOR REV
05/16/19 Initial Submittal to City of Charlotte & NCDOT 0
NOBLY CABOL/NN
N.%g i1bn.°E:,r.a One -Call Center
•
•
Know what's below.
Call before you dig.
rnaineer:
I
R. Joe Harris & Associates, Inc.
Engineering • Land Surveying • Planning
Management
127 Ben Casey Drive. Suite 101. Fort Vlill. S.C. 29708 P: [phone]
www.rjoeharris.com
This drawing shall not be used for construction purposes until the
seal and signature of the responsible registrant appears on the
drawing, and proper permit forms and related fees are transmitted
by the Owner, Owner's Agent or Contractor to the Authority
having jurisdiction.
I-roorate SP -I
CATAWBA PLANTATION
0j%Ju111111,i,�
CA Rpt I,.,��
���t CA Rod
����•`��� •
9:
• � A,o
�
•
:��^`rjfESSj °•%9'':
� • Q Dy••
•:
9
SEAL C.D
C-41168 _
• SEAL T' e
= f1 036836 = : =
,'?/HG &S*° ,`- 'Z
'., 9, ° .
• `.`
n
i,,,,�unnNr•
J. Hegemann
R. Patel
P. Murphy
P. Murphy
Drint/Plot Date
05-16-2019
- -
Asbuilt Date
Dependable Development, Inc
2656 BREKONRIDGE CENTRE DRIVE,104
MONROE, NORTH CAROLINA 28110
P- 704-238-1229
CATAWBA PLANTATION
TOWNHOMES PHASE -2
SITE PLAN DETAILS
3108
S P 5
3108- Site Plan Phase -2

0
0
IIIIIIIIIIIIRI
SIGN STREET NAME SIGN
POST SQUARE -FIT SLEEVE POST INSTALLATION
(14 GAUGE) (12 GAUGE)
F]
- T P
T
N
0) N GO N O
N N
080" o
(THICKNESS)
O O
O o
00
KEY TO FASTENERS: 0000 000
00
A #10-24 x J" HEX HEAD MACHINE, ZINC- DEAD END O o 8'
#10-24 FLANGE NUT, ZINC- DEAD END o O
00
©{" #16 X 3" CARRIAGE BOLT, ZINC O O
" #16 HEX NUT, STEEL • O O
00
© #16 X 2-J" CORNER BOLT (BREAKAWAY), ZINC O 0
{" #16 HEX NUT, STEEL 000
O O
O 0
NOTES: • B (TYP-) 0 o C
1. POST SHALL BE 14 -GAUGE GALVANIZED O OO o (TYP.)
2" OVERLAP o 0
STEEL, QUIK-PUNCH, ,g" HOLES, 1" ON p
CENTER, ALIGNED ON ALL SIDES, AND 2" O o \ j\ /
SQUARE, 10 FEET IN LENGTH. O \ //�
2. THE SLEEVE SHALL BE 12 -GAUGE
GALVANIZED STEEL, ?g" HOLES, 1" ON (TYP-) EMBED 28" \ O 0 \
CENTER, ALIGNED ON ALL SIDES, AND 2.25" O o \
SQUARE, 30" IN LENGTH. O O
"QUIK O o SQUARE -FIT
3. ALL STREET NAME SIGNS ARE SUBJECT TOO o SLEEVE
THE APPROVAL OF THE DIRECTOR OF THE PUNCH"
CHARLOTTE DEPARTMENT OF HOLES
TRANSPORTATION AND THE CITY ENGINEER. (NP')
NOT TO SCALE
• CITY OF CHARLOTTE
(M LAND DEVELOPMENT STANDARDS STREET NAME SIGN STD. N0. REV.
rT
_ INCLUDES CHARLOTTE ETJ 50.05A 9
GREEN
24" MIN. NOTES:
0.25" 1. STREET NAME MARKERS (SNM) SHALL BE ALUMINUM, FLAT, AND HAVE DIMENSIONS AS SHOWN ON
O M
THIS DETAIL MIMIMUM LENGTH OF 24"; MAXIMUM LENGTH OF 60". THE SNM'S SHALL BE
COVERED WITH WHITE HIGH INTENSITY PRISMATIC (HIP) RETRO -REFLECTIVE SHEETING (3M SERIES
9.0)" 1.50" 3930 OR EQUIVALENT) WITH PRESSURE SENSITIVE ADHESIVE (OR EQUIVALENT TYPE N OR HIGHER).
0 /LJ 2. THE LETTERS SHALL BE REVERSE CUT FROM TRANSPARENT GREEN OVERLAY FILM (3M #1177 EC
Ila�J �r + 0.25" D4956). FILM ORETQHE TTRANSPARUIVALENT E INFEERAL NTGGREEEN OV RLAYI FILM MUST BE6PLAC DOON-9, SECTIN178.0(A) AND ASTM
THE 1SNM TO PROVIDE
TTAN EXPOSED 0.5" BORDER OF THE UNDERLAY WHITE HIP RETRO -REFLECTIVE SHEETING.
0.50" WHITE 0.50" BLACK 3. THE STREET NAME SHALL BE COMPOSED OF INITIAL UPPER CASE LETTERS 6" IN HEIGHT AND
YELLOW CORRESPONDING LOWER CASE LETTERS 4.5" IN HEIGHT, IN FHWA "HIGHWAY B" FONT. THE
I STREET RkME SHAT I RF I GFT -.II ISTIFIED NND PI ACED n 5" FROM THE SIGN BORDER ANY
1.00"
�-
O
O
F- 2.00" STREET NAME WITH 3 OR FEWER LETTERS SHALL BE CENTERED IN THE SIGN TEXT AREA.
6.00"
PIPE
D
i
O O 0BLOCK
OUTLET
PREFIX/SUFFIX NAMES SHALL BE COMPOSED OF INITIAL UPPER CASE LETTERS 3" IN HEIGHT
F 2'00" AND CORRESPONDING LOWER CASE LETTERS 2.25" IN HEIGHT, IN FHWA "HIGHWAY C" FONT.
NUMBERS SHALL BE 3" IN HEIGHT, IN FHWA "HIGHWAY C" FONT.
1 .00"
2.00" " DEAD END WITH ARROW (RIGHT OR LEFT) - PLACED ON SNM AT ENTRANCE TO A SINGLE
STREET THAT TERMINATES IN A DEAD END OR CUL-DE-SAC. USE UPPER CASE LETTERS 2"
BARS -W
NO. LENGTH
TOTAL
LBS.
. SI IFRY NAMFS AND RI nCK NI IMRFRS SHAI I RF RIGHT -.II ISTIRFn ANn PI ACFn n5" FRom
THE RIGHT -SIDE SIGN BORDER AND 0.25" FROM THE TOP AND BOTTOM SIGN BORDERS.
0.50" PREFIX LETTERS (N, S, E, AND W) SHALL BE CENTERED AND PLACED 0.5" FROM THE
I CCT CHIC Cl/.AI D/IDIICO UIRLJ A G" CDA/.IAI/. T/I DC/.IAIAIIAIl. /IC CTDCCT AIA11C
OR STREET NETWORK FROM WHICH THERE IS NO OTHER EXIT. USE UPPER CASE LETTERS 2"
2 50" r 2.50" IN HEIGHT, IN FHWA "HIGHWAY C" FONT.
PVT - PLACED ON SNM AT ENTRANCE TO PRIVATE STREET, USE UPPER CASE LETTER 4" IN
�-
O
aaBORDER
Pvt_L
4. SUPPLEMENTAL SNM WORDING ON YELLOW HIP RETRO -REFLECTIVE SHEETING WITH BLACK VINYL
LETTERS SHALL BE PLACED ADJACENT TO THE GREEN OVERLAY FILM/BORDER TO INDICATE
3.00" 4.00" STREETS THAT DEAD END, HAVE NO OUTLET, ETC. OR ARE PRIVATE STREETS (PVT). THE YELLOW
HIP RETRO -REFLECTIVE SHEETING MUST BE PLACED ON THE SNM TO MAINTAIN AN EXPOSED 0.5"
OF THE UNDERLAY WHITE HIP RETRO -REFLECTIVE SHEETING.
HEIGHT AND CORRESPONDING LOWER CASE LETTERS 3" IN HEIGHT, IN FHWA "HIGHWAY C"
:F 2.00" FONT.
PIPE
D
LI
LL 1" 1
Kin nl rn rT URTW ARRnw /RICLJT nR I rrT1 - DI ArFn nAl SAI1A AT CAITRAAIrr Tr) A STREET
OR STREET NETWORK FROM WHICH THERE IS NO OTHER EXIT. USE UPPER CASE LETTERS 2"
2 50" r 2.50" IN HEIGHT, IN FHWA "HIGHWAY C" FONT.
PVT - PLACED ON SNM AT ENTRANCE TO PRIVATE STREET, USE UPPER CASE LETTER 4" IN
3.00" 5. ALL SNMs ARE SUBJECT TO THE APPROVAL OF THE DIRECTOR OF THE CHARLOTTE DEPARTMENT
NOT TO SCALE OF TRANSPORTATION AND THE CITY ENGINEER.
• CITY OF CHARLOTTE
LAND DEVELOPMENT STANDARDS STREET NAME SIGN
� STD. N0. REV.
CHAPJjOrFTE. INCLUDES CHARLOTTE ETJ 50.051 9
INTERSECTION with
SIDEWALK, CURB, and GUTTER INTERSECTION with CURB and GUTTER
STREET NAME SIGN
STREET R/W
NAME
SIGN 8'-0" STANDARD
CURB & GUTTER
STOP SIGN
R/W-d STOP SIGN
2'-6" STANDARD
EDGE OF SIGN SET CURB AND GUTTER
2' MIN. FROM FACE 4' MIN. (TYP) MINOR VALLEY -
OF CURB (TYP)STREET GUTTER o MINOR
STOP SIGN NAME SIGN co
F
R/W Of
CC O
O STOP SIGN Q 8'-0"
Q
R/W
STREET NAME SIGN
INTERSECTION with
DITCHES, and NO CURB and GUTTER
STREET NAME NOTES
MARKER
S- 1. TWO STREET NAME MARKERS ARE REQUIRED IF
R/W / R/W THE MAJOR STREET HAS 3 OR MORE LANES.
2. ANY VARIANCE FROM THIS STANDARD MUST BE
MINOR APPROVED BY THE CHARLOTTE DEPARTMENT OF
TRANSPORTATION.
ITCH STREET NAME MARKER
STOP SIGN 3. ENSURE STOP SIGN SIZE AND INSTALLATION PER
MUTCD STANDARDS.
R/W F t R/W
D,
O
� S•
�A
NOT TO SCALE
• CITY OF CHARLOTTE STREET SIGN INSTALLATION
LAND DEVELOPMENT STANDARDS STD. N0.REV.
CIIAILiATTE. INCLUDES CHARLOTTE ETJ LOCATIONS r50.O6 13
v
v M BACK OF CURB
H
Hoz X
D Cl) 0 0
MZ M:fn Y v.:.o '. o v
I--I�=D v.. A:..
L70Mn
O D
= O
00~
C7 � D y
D�
Cn o I P LAN
Z w X
M
C7 z
O �
Z
N � _
= m cn
=mz
CC.)D
� � v
te=a
� W H
m a z
Cl) O
H
Z p
840.02
v
vm
H�
H' z
D " 0 0
F n (n
H z = D
=-nDDm
Z
2 O O O
zI���TI
O
nDyD
Co
z
M
C7 z
O �
Z
N � _
M rn
=mz
� C.)
� � v
� D
� W H
M a z
N O
H -n
Z p
x
1840.02
Y
SECTION Y -Y
RISER HT.
VARIES
J
m
0 6..
D
WHERE 30" TO 36" PIPE IS USED
RISER HT.
VARIES
D"
WHERE 42" TO 54" PIPE IS USED
DETAIL SHOWING METHOD
OF RISER CONSTRUCTION
S-0-1
PLAN OF TOP SLAB
611--E #8 "W" BARS
#4 BAR "V"
@ EQUAL SPACES
#4 BARS "U"
SECTION R -R
GENERAL NOTES:
USE CLASS "B" CONCRETE THROUGHOUT.
PROVIDE ALL CATCH BASINS OVER 3'-6" IN DEPTH WITH STEPS 12"
ON CENTER. USE STEPS WHICH COMPLY WITH STD. DRAWING 840.66.
OPTIONAL CONSTRUCTION - MONOLITHIC POUR, 2" KEYWAY, OR #4 BAR DOWELS AT
12" CENTERS AS DIRECTED BY THE ENGINEER.
USE FORMS FOR THE CONSTRUCTION OF THE BOTTOM SLAB.
IF REINFORCED CONCRETE PIPE IS SET IN BOTTOM SLAB OF BOX, ADD TO SLAB
AS SHOWN ON STD. NO. 840.00.
USE TYPE "E" "F" AND "G" GRATES UNLESS OTHERWISE INDICATED.
FOR 8'-0" IN HEIGHT OR LESS USE 6" WALLS AND BOTTOM SLAB. OVER
8'-0" TO 16'-0" IN HEIGHT USE 8" WALLS AND BOTTOM SLAB. ADJUST
QUANTITIES ACCORDINGLY.
CONSTRUCT WITH PIPE CROWNS MATCHING.
CHAMFER ALL EXPOSED CORNERS 1".
DRAWING NOT TO SCALE.
SECTION X -X
SEE
: 1VJ
1 "rf
�i"�i 1
T SECTION J -J
WHERE 30" TO 36" PIPE IS USED
a e M
D' 1
a
D 47771]
L
PLAN
A
!n, .'0.4..0. s..S..o�.' �'.�'.o�. '>♦
SECTION M -M
WHERE 42" TO 54" PIPE IS USE
Z
O V)
<a
Q
LL -J Z
OOIn=
WQQLL=
QU�OHOI
H
COHLLOJ
=0" O O Q
1 CL In
~
LLI
1 0
D
�-
2'-113/411 1 II 2 '
O
DEAD
HEIGHT AND CORRESPONDING LOWER CASE LETTERS 3" IN HEIGHT, IN FHWA "HIGHWAY C"
:F 2.00" FONT.
PIPE
D
A
LL 1" 1
COVER
DIMENSION
E F
E N D
2.00" " DEAD END WITH ARROW (RIGHT OR LEFT) - PLACED ON SNM AT ENTRANCE TO A SINGLE
STREET THAT TERMINATES IN A DEAD END OR CUL-DE-SAC. USE UPPER CASE LETTERS 2"
BARS -W
NO. LENGTH
TOTAL
LBS.
m
F6„
x
HEIGHT, IN FHWA "HIGHWAY FONT. IF STUB STREET IS LESS THAN OR EQUAL TO 200
oI
L
E = d
IIJI �f
--
F N
FEET, THEN DEAD END IS NOT NECESSARY.
3.00" 5. ALL SNMs ARE SUBJECT TO THE APPROVAL OF THE DIRECTOR OF THE CHARLOTTE DEPARTMENT
NOT TO SCALE OF TRANSPORTATION AND THE CITY ENGINEER.
• CITY OF CHARLOTTE
LAND DEVELOPMENT STANDARDS STREET NAME SIGN
� STD. N0. REV.
CHAPJjOrFTE. INCLUDES CHARLOTTE ETJ 50.051 9
INTERSECTION with
SIDEWALK, CURB, and GUTTER INTERSECTION with CURB and GUTTER
STREET NAME SIGN
STREET R/W
NAME
SIGN 8'-0" STANDARD
CURB & GUTTER
STOP SIGN
R/W-d STOP SIGN
2'-6" STANDARD
EDGE OF SIGN SET CURB AND GUTTER
2' MIN. FROM FACE 4' MIN. (TYP) MINOR VALLEY -
OF CURB (TYP)STREET GUTTER o MINOR
STOP SIGN NAME SIGN co
F
R/W Of
CC O
O STOP SIGN Q 8'-0"
Q
R/W
STREET NAME SIGN
INTERSECTION with
DITCHES, and NO CURB and GUTTER
STREET NAME NOTES
MARKER
S- 1. TWO STREET NAME MARKERS ARE REQUIRED IF
R/W / R/W THE MAJOR STREET HAS 3 OR MORE LANES.
2. ANY VARIANCE FROM THIS STANDARD MUST BE
MINOR APPROVED BY THE CHARLOTTE DEPARTMENT OF
TRANSPORTATION.
ITCH STREET NAME MARKER
STOP SIGN 3. ENSURE STOP SIGN SIZE AND INSTALLATION PER
MUTCD STANDARDS.
R/W F t R/W
D,
O
� S•
�A
NOT TO SCALE
• CITY OF CHARLOTTE STREET SIGN INSTALLATION
LAND DEVELOPMENT STANDARDS STD. N0.REV.
CIIAILiATTE. INCLUDES CHARLOTTE ETJ LOCATIONS r50.O6 13
v
v M BACK OF CURB
H
Hoz X
D Cl) 0 0
MZ M:fn Y v.:.o '. o v
I--I�=D v.. A:..
L70Mn
O D
= O
00~
C7 � D y
D�
Cn o I P LAN
Z w X
M
C7 z
O �
Z
N � _
= m cn
=mz
CC.)D
� � v
te=a
� W H
m a z
Cl) O
H
Z p
840.02
v
vm
H�
H' z
D " 0 0
F n (n
H z = D
=-nDDm
Z
2 O O O
zI���TI
O
nDyD
Co
z
M
C7 z
O �
Z
N � _
M rn
=mz
� C.)
� � v
� D
� W H
M a z
N O
H -n
Z p
x
1840.02
Y
SECTION Y -Y
RISER HT.
VARIES
J
m
0 6..
D
WHERE 30" TO 36" PIPE IS USED
RISER HT.
VARIES
D"
WHERE 42" TO 54" PIPE IS USED
DETAIL SHOWING METHOD
OF RISER CONSTRUCTION
S-0-1
PLAN OF TOP SLAB
611--E #8 "W" BARS
#4 BAR "V"
@ EQUAL SPACES
#4 BARS "U"
SECTION R -R
GENERAL NOTES:
USE CLASS "B" CONCRETE THROUGHOUT.
PROVIDE ALL CATCH BASINS OVER 3'-6" IN DEPTH WITH STEPS 12"
ON CENTER. USE STEPS WHICH COMPLY WITH STD. DRAWING 840.66.
OPTIONAL CONSTRUCTION - MONOLITHIC POUR, 2" KEYWAY, OR #4 BAR DOWELS AT
12" CENTERS AS DIRECTED BY THE ENGINEER.
USE FORMS FOR THE CONSTRUCTION OF THE BOTTOM SLAB.
IF REINFORCED CONCRETE PIPE IS SET IN BOTTOM SLAB OF BOX, ADD TO SLAB
AS SHOWN ON STD. NO. 840.00.
USE TYPE "E" "F" AND "G" GRATES UNLESS OTHERWISE INDICATED.
FOR 8'-0" IN HEIGHT OR LESS USE 6" WALLS AND BOTTOM SLAB. OVER
8'-0" TO 16'-0" IN HEIGHT USE 8" WALLS AND BOTTOM SLAB. ADJUST
QUANTITIES ACCORDINGLY.
CONSTRUCT WITH PIPE CROWNS MATCHING.
CHAMFER ALL EXPOSED CORNERS 1".
DRAWING NOT TO SCALE.
SECTION X -X
SEE
: 1VJ
1 "rf
�i"�i 1
T SECTION J -J
WHERE 30" TO 36" PIPE IS USED
a e M
D' 1
a
D 47771]
L
PLAN
A
!n, .'0.4..0. s..S..o�.' �'.�'.o�. '>♦
SECTION M -M
WHERE 42" TO 54" PIPE IS USE
Z
O V)
<a
Q
LL -J Z
OOIn=
WQQLL=
QU�OHOI
H
COHLLOJ
=0" O O Q
1 CL In
~
LLI
1 0
D
o�
2'-113/411 1 II 2 '
MINIMUM DIMENSIONS AND QUANTITIES FOR CONCRETE CATCH BASIN(BASED ON MIN. HEIGHT, H, WITH NO RISER)
DHOO
o Z
PIPE
D
A
LL 1" 1
COVER
DIMENSION
E F
.!
0 N
BARS -W
NO. LENGTH
TOTAL
LBS.
m
F6„
x
-
d
oI
L
E = d
-- --
--
� V -
--
--
O ~
--
--
LO
0.015
0.026
O Z3
3'-0"
2'-2"
LU =
3'-0"
I- I- F --
SECTION B -B
U) W -
o -n
= ti N
11
1Qi11 727%
r
�-
0.023
Z
18"
J
2'-2"
c� v
M
z
LU
EXPANSION JOINTS
PLAN
6" I 1
STD. 840.03 FRAME,
1„ GRATE & HOOD
N N
PLAN
M
¢ LL CURB AND GUTTER WITH CATCH BASIN ON STEEP GRADES
a w TOP
a, USE ON FLAT ELEV. EXPANSION JOINT
GRADES 2% AND UNDER
3'-0"1 I - I .�,_,�„ I DEPRESSED GUTTER LINE
EXPANSION JOINT
SECTION S -S
ELEVATION
NORMAL CURB AND GUTTER ON LIGHT GRADES
NORMAL GUTTER LINE
#4 BAR EXPANSION JOINT
8 TOP
IL
USE ON GRADES OVER 2`k ELEV.
-10 I DEPRESSED GUTTER LINE
fi'-0"
EXPANSION JOINT MAX,
DOWEL ELEVATION
NORMAL CURB AND GUTTER ON STEEP GRADES
o�
2'-113/411 1 II 2 '
MINIMUM DIMENSIONS AND QUANTITIES FOR CONCRETE CATCH BASIN(BASED ON MIN. HEIGHT, H, WITH NO RISER)
DHOO
www.rjoeharris.com
PIPE
D
A
oD
COVER
DIMENSION
E F
.!
BARS -V
NO. LENGTH
BARS -W
NO. LENGTH
TOTAL
LBS.
"D
DEDUCTIONS
ONE PIPE
C.M. R.C.
al
3'-0"
oI
L
2'-9"
EXPANSION JOINTS
PLAN
6" I 1
STD. 840.03 FRAME,
1„ GRATE & HOOD
N N
PLAN
M
¢ LL CURB AND GUTTER WITH CATCH BASIN ON STEEP GRADES
a w TOP
a, USE ON FLAT ELEV. EXPANSION JOINT
GRADES 2% AND UNDER
3'-0"1 I - I .�,_,�„ I DEPRESSED GUTTER LINE
EXPANSION JOINT
SECTION S -S
ELEVATION
NORMAL CURB AND GUTTER ON LIGHT GRADES
NORMAL GUTTER LINE
#4 BAR EXPANSION JOINT
8 TOP
IL
USE ON GRADES OVER 2`k ELEV.
-10 I DEPRESSED GUTTER LINE
fi'-0"
EXPANSION JOINT MAX,
DOWEL ELEVATION
NORMAL CURB AND GUTTER ON STEEP GRADES
* RISER HAS .228 CUBIC YARDS OF CONCRETE PER FOOT HEIGHT
840.021
Z
OU)
�a
Q
fZ-I�C=7U
LLJ"I--IZ
O O U =
WQQLL=
QU O
H
COLL0J
O O Q
2E I 1
1 CL~
LLI 0
I 0
_
O Z
LL I --I
0 N
Z4W
�+ t10 H
� = a
O H LO
Ln
O
z C
Q LN
F-
H
U) W -
CC N
� v r
r Z
J
00
Z
Lu
840.021
v z
Cn
C � 43" r rl rr " II " - O i
rI z NOTE: USE TYPE 'E F AND G GRATE - Q Q
D o o UNLESS OTHERWISE NOTED. ij-P� �+-+ P N== U
m0�-1-UI T �I LL -J
r-I0M�A T WCcct�=
=mZDm=UQp 21!61, Q¢I-�H
Y 1 r h(iCc
?�oH n _ N N En LL0J
n = = z SECTION - LL SECTION - MM 0 0 Q
-pl m A A ALIGN FRAME WITH INSIDE M
to H 1 O EDGE OF WALL TO ALLOr77777777W °- 0
z FOR VERTICAL ADJUSTMENT o. r� 1 a ei ' p
WALL SECTION '0 '
D D
D
SECTION - DD T
B SECTION - PP SECTION - NN
-r1 PLAN 4"
M
FRAME,GRATE, & HOOD ASS'Y J N C© Q
�Ln -
C m
mm 61, 2, 011 61, z = _
z1. _ I --I ♦= U
3r_Dr y11 rn Q Z
Cl) -I Q, r\ _ Q U
yyz K -K N N " 1�4
Z,
M> L M m a �' rt W d
z y p SECTION AA p Z
v" v _� Q
D Z L M iro "� 7rr N CD
Z a� FRAME PLAN SECTION - JJ
O 11 , r, LU
CID _ -►{ 3d --dam { 3' 0%8r1 65/g J V)
C)Cf) I I I_n.{&" 11(6". , I g 3 R �2r� 2
Z CC
�°� f� I ¢ d -- - -- - W IL
6" 81r } 11/211 6" 21.O1r 6rl 1/2„ I 2rr �c� LL
312" 3'-0" 31/2" 3�Ir U A�11 L r
SECTION - KK U
SHEET 1 OF 2 R SHEET 1 OF 2
1840.03 HOOD ELEVATION SECTION - RR 840.03
v
M
HC -I. z
DETAIL SHOWING TYPES OF GRATES
USE ACCORDING TO WATER FLOW.
2'-113/411 1 II 2 '
MINIMUM DIMENSIONS AND QUANTITIES FOR CONCRETE CATCH BASIN(BASED ON MIN. HEIGHT, H, WITH NO RISER)
DHOO
www.rjoeharris.com
PIPE
D
DIMENSIONS OF BOX AND PIPE
SPAN WIDTH WIDTH SPAN
A B C G
MIN. HEIGHT
H
COVER
DIMENSION
E F
BARS -U
NO. LENGTH
BARS -V
NO. LENGTH
BARS -W
NO. LENGTH
TOTAL
LBS.
CU.YDS. CONC. IN BOX
TOP BOTTOM TOT.CONO.
SLAB SLAB EI NT,H
HEIGHT H
DEDUCTIONS
ONE PIPE
C.M. R.C.
12"
3'-0"
2'-2"
-- --
2'-9"
-- --
--
--
--
--
--
--
--
-- 0.235 0.772
0.015
0.026
15"
3'-0"
2'-2"
3'-0"
SECTION B -B
o -n
----------------------------•------
11
1Qi11 727%
0.235 0.829
0.023
0.036
18"
3'-O"
2'-2"
3'-3"
= m
mmc~n
z y =
TYPE "F" TYPE "E" TYPE "G"
TYPE - E
z =
Z Q
Cn
0.235 0.887
0.033
0.049
24"
3'-0"
2'-2"
N Q
3'-9"
�fi" HIGH I
Dto
a W z
zaF-
0>M
Q N
\
1/21,
0U)
>Z>
0.235 1.001
0.059
0.085
30"
3'-0"
2'-2"
T-4"
4'-3"
1'-2" 4' 0"
4
1'-5"
2
T-9"
3
3'-9"
39
0.123 0.321 1.433
0.092
0.127
36"
3'-0"
2'-2"
3'-10"
4'-9"
1'-B" 4' 0"
4
1'-11"
3
3'-9"
3
3'-9"
43
0.161 0.358 1.714
0.132
0.178
42"
3'-0"
2'-2"
4'-5"
5'-3"
1'-5" 3' 2"
4
1'-8"
2
2'-11"
3
2'-11"
32
0.112 0.318 1.738
0.180
0.243
48
3'-O"
2'-2"
5'-O"
5'-9"
2'-O" T-2"
4
2'-3"
3
2'-11"
3
2'-11"
35
0.145 0.352 2.052
0.235
0.317
54"
3'-0"
2'-2"
5'-7"
6'-3"
2'-7" 3'-2"
4
2'-10"
5
2'-11"
3
2'-11"
41
0.180 0.386 2.387
0.297
0.401
* RISER HAS .228 CUBIC YARDS OF CONCRETE PER FOOT HEIGHT
840.021
Z
OU)
�a
Q
fZ-I�C=7U
LLJ"I--IZ
O O U =
WQQLL=
QU O
H
COLL0J
O O Q
2E I 1
1 CL~
LLI 0
I 0
_
O Z
LL I --I
0 N
Z4W
�+ t10 H
� = a
O H LO
Ln
O
z C
Q LN
F-
H
U) W -
CC N
� v r
r Z
J
00
Z
Lu
840.021
v z
Cn
C � 43" r rl rr " II " - O i
rI z NOTE: USE TYPE 'E F AND G GRATE - Q Q
D o o UNLESS OTHERWISE NOTED. ij-P� �+-+ P N== U
m0�-1-UI T �I LL -J
r-I0M�A T WCcct�=
=mZDm=UQp 21!61, Q¢I-�H
Y 1 r h(iCc
?�oH n _ N N En LL0J
n = = z SECTION - LL SECTION - MM 0 0 Q
-pl m A A ALIGN FRAME WITH INSIDE M
to H 1 O EDGE OF WALL TO ALLOr77777777W °- 0
z FOR VERTICAL ADJUSTMENT o. r� 1 a ei ' p
WALL SECTION '0 '
D D
D
SECTION - DD T
B SECTION - PP SECTION - NN
-r1 PLAN 4"
M
FRAME,GRATE, & HOOD ASS'Y J N C© Q
�Ln -
C m
mm 61, 2, 011 61, z = _
z1. _ I --I ♦= U
3r_Dr y11 rn Q Z
Cl) -I Q, r\ _ Q U
yyz K -K N N " 1�4
Z,
M> L M m a �' rt W d
z y p SECTION AA p Z
v" v _� Q
D Z L M iro "� 7rr N CD
Z a� FRAME PLAN SECTION - JJ
O 11 , r, LU
CID _ -►{ 3d --dam { 3' 0%8r1 65/g J V)
C)Cf) I I I_n.{&" 11(6". , I g 3 R �2r� 2
Z CC
�°� f� I ¢ d -- - -- - W IL
6" 81r } 11/211 6" 21.O1r 6rl 1/2„ I 2rr �c� LL
312" 3'-0" 31/2" 3�Ir U A�11 L r
SECTION - KK U
SHEET 1 OF 2 R SHEET 1 OF 2
1840.03 HOOD ELEVATION SECTION - RR 840.03
v
M
HC -I. z
DETAIL SHOWING TYPES OF GRATES
USE ACCORDING TO WATER FLOW.
2'-113/411 1 II 2 '
Z
p rn
QQ3 .
DHOO
www.rjoeharris.com
1/2
z�=U
IT10��-
by the Owner, Owner's Agent or Contractor to the Authority
B
LLJrL ""IZ
�z�=D
_
TYPE "G" TYPE "E" TYPE "F"
A A 1 11� I 9%8"
0065=
Q v= p 0
CnMo
Z�O�TI
' =
�
y D
-� WATER FLOW - SAG WATER FLOW �-
c+r
T
- T I9%8"
r
LL J
H
z O H L=
D�
�Fy
��I//1111111111`` %�'�'ll/111111111\`\
'>
N �H
(� O I
z
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
B 1/211 1�
T 0 Q
T
SECTION B -B
o -n
----------------------------•------
11
1Qi11 727%
m
M z
-� WATER FLOW -� SAG �- WATER FLOW �-
Imo-
C rZI
_ U)
O O Q
Cn
SECTION A -A
= m
mmc~n
z y =
TYPE "F" TYPE "E" TYPE "G"
TYPE - E
z =
Z Q
Cn
Q
o Q¢
RAISED FLOW ARROW
y a z
z y
P
RAISED FLOW ARROW 23/ "�{
fi 23Y4 11
-
N Q
yN =v
�fi" HIGH I
Dto
a W z
zaF-
0>M
Q N
\
1/21,
0U)
>Z>
_11/211 '�_
�Oz
_
W O TI
`� /611
O
Q /611 9 - z
_ q 13/411
� LLI Lu
05O
P 1 /2
N
H 0 70
z
NV 1 /211 13/ I� %8"
2'-113/4" -_I
1 /21, R 1/811
2'-11�"
Iz LL =O
LL
211 /8'/
1 /211
�
13/4 SECTION A -A
�1 /-211
IE
�H�� �
TYPE - F
TYPE G SECTION A -A
SHEET 2 OF 2
SHEET 2 OF 2
1840.031
840.03
EXISTING
MATERIALS REQUIRED
L,J
EXISTING GRADE
�IAtl IIS BRASS PLATE WITH
{{{ GROOVED DOWEL
' TO KEEP PLATE
a 11 , ell IN PLACE
e'.
11'a ,- Ila
a
11e: ell STEEL REINFORCING RODS
e < .
11'.4
a
11aatr 11
11 aA II
d
NOT TO SCALE
• CITY OF CHARLOTTE TYPICAL CONCRETE CONTROL MONUMENT
LAND DEVELOPMENT STANDARDS STD. N0. REV.
CHARLOTTE- INCLUDES CHARLOTTE ETJ 50.03
DATE ISSUED FOR REV
05/16/19 Initial Submittal to City of Charlotte & NCDOT 0
0"***
NVOTH calf NN
8111
N.%g ilbnaE:,r.a One -Call Center
•
Know what's below.
Call before you dig.
r-naineer:
I
R. Joe Harris & Associates, Inc.
Engineering • Land Surveying • Planning
Management
127 Ben Casey Drive. Suite 101. Fort Vlill. S.C. 29708 P: [phone]
www.rjoeharris.com
This drawing shall not be used for construction purposes until the
seal and signature of the responsible registrant appears on the
drawing, and proper permit forms and related fees are transmitted
by the Owner, Owner's Agent or Contractor to the Authority
having jurisdiction.
I-roorate SP -1
CATAWBA PLANTATION
,`1111111111//I//
CA /?0 ��.
,111\1111111/II//
CA /?o l,,,
����•`��� °
�EESS/0°�%9'':
�%%.�`����t °
:���^°�OFESSj
' =
9 _
= �,t
SEAL Z^ -
;° C-4168 :rr^^
: SEAL
_ °W zs
�, 036836
i O e ° Co-
ma��'�/HG & S " A-
'., 9 ° e
y
, °
��I//1111111111`` %�'�'ll/111111111\`\
J. Hegemann
R. Patel
P. Murphy
P. Murphy
Drint/Plot Date
05-16-2019
-
Asbuilt Date
Dependable Development, Inc
2656 BREKONRIDGE CENTRE DRIVE,104
MONROE, NORTH CAROLINA 28110
P- 704-238-1229
CATAWBA PLANTATION
TOWNHOMES PHASE -2
SITE PLAN DETAILS
3108
S P 6
3108- Site Plan Phase -2

LEGEND:
SPILLWAY (TYP.) �. �s % 60 LIMITS OF DISTURBANCE
.......... I' .. \
. '' it
0
INSTALL 37LF \ ...... : �o�� I
TOTAL 8 00 ACt
�....
DOUBLE ROW SILT FENCE �� �'�.. �'�... '�... SO �� �� ... 650 '� �
INITIAL SKIMMER BASIN #2 (SPILLWAY TO C.O.) I w ........... 66LF TEMPORARY DITCH #3 /
p' . x / INITIAL SKIMMER BASIN #3
DRAINAGE AREA = 6.10 AC. \ / ..: 650 y WITH CHECK DAMS S TYP.) / ..'�.����
TOP BERM = 652.00 \ / P BERM - 647.00
.08 AC.
.................
SPILLWAY = 651.50 \ t r _
=
.. DRA NAGE AREA
CLEANOUT = 648.50 r�'V
.. :................ v SPILLWAY 646.50
- INSTALL 149LF 655 \..,a ............................ CLEANOUT = 644.75
BOTTOM BASIN - 647.00
rrr BOTTOM BASIN 644.00
REQ. VOLUME = 10,980 CF SINGLE ROW SILT FENCE \ . . i -
ACT. VOLUME = 19,647 CF (C.O. TO C.O. j;�.. ssS- o s, 6g5 r REQ. VOLUME - 1,944 CF
o.' S ACT. VOLUME - 5,094 CF
SPILLWAY LENGTH = 10 FT p o ! -655 J Z
o �� SPILLWAY LENGTH = 10 FT
BARREL = 57LF 18" RCP @ 0.88 /o I >» v f rir r..te" : coo rF
./� JF / BARREL = 96LF 18" RCP @ 0.52%
SKIMMER INV = 648.00 CONCENTRATION
I ................. : SKIMMER INV = 645.00
SKIMMER SIZE = 2.50" OUTLET (TYP.) '.. ............... .: .I .. ..\ . ' .... .. ...... .. ....' j ..'/ G ......... I SKIMMER SIZE = 1.50"
ORIFICE SIZE = 2.00"/� 5
I I /..' / G0 ORIFICE SIZE = 1.00" /
: 40OLF TEMPORARY DITCH #4 /' ^\`L
INSTALL 39LF
SINGLE ROW SILT FENCE WITH CHECK DAMS (TYP.) / / o^
BAFFLES (TYP.)
(C.O. TO C.O.) I `
I ............ 660
...... ...L<j ..... Lv t / .......
.... .
_ _
INSTALL 172LF o o
SINGLE ROW SILT FENCE I � � ..������..��'��t c 200LF TEMPORARY DITCH #5 /��� � � :� ..�� :� ...'��� :�
CITY OF CHARLOTTE CONSTRUCTION SEQUENCE: C.O. TO END I ° WITH CHECK DAMS TYP. /r
1) OBTAIN GRADING/EROSION CONTROL PLAN APPROVAL FROM THE CITY OF CHARLOTTE ENGINEERING DEPARTMENT.
{
2) SET UP AN ON-SITE PRECONSTRUCTION CONFERENCE WITH EROSION CONTROL INSPECTOR OF THE CITY ENGINEERING DEPARTMENT TO DISCUSS
EROSION CONTROL MEASURES. FAILURE TO SCHEDULE SUCH CONFERENCE 48 HOURS PRIOR TO ANY LAND DISTURBANCE ACTIVITY IS A VIOLATION OF = W
\ o z o y.. ' PROPERTY BOUNDARY
CHAPTER 17 OF THE CITY CODE AND IS SUBJECT TO A FINE. Q.. S ch " (0 "/"" 665
3) INSTALL SILT FENCE, INLET PROTECTION, SEDIMENT TRAPS, DIVERSION DITCHES, TREE PROTECTION, AND OTHER MEASURE AS SHOWN ON THE PLANS, y /
CLEARING ONLY AS NECESSARY TO INSTALL THESE DEVICES. I i W ` �....... .. ' h / " . .
4) CALL FOR ON-SITE INSPECTION BY INSPECTOR, WHEN APPROVED, INSPECTOR ISSUES THE GRADING PERMIT AND CLEARING AND GRUBBING MAY BEGIN.
I
J
5) THE CONTRACTOR SHALL DILIGENTLY AND CONTINUOUSLY MAINTAIN ALL EROSION CONTROL DEVICES AND STRUCTURES. W ... /
CO
CO
6) FOR PHASED EROSION CONTROL PLANS, CONTRACTOR SHALL MEET WITH EROSION CONTROL INSPECTOR PRIOR TO COMMENCING WITH EACH PHASE OF q I
EROSION CONTROL MEASURES.
7) STABILIZE SITE AS AREAS ARE BROUGHT TO FINISHED GRADE. (o R.
6
1
y /�
I I(oW
8) COORDINATE WITH EROSION CONTROL INSPECTOR PRIOR TO REMOVAL OF EROSION CONTROL MEASURES.
W W W
9) ALL EROSION CONTROL MEASURES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE N.C. EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN = _
MANUAL U.S. DEPARTMENT OF AGRICULTURE CITY OF CHARLOTTE EROSION CONTROL ORDINANCE AND THE CHARLOTTE LAND DEVELOPMENT Q
STANDARDS MANUAL.
I GST
S
J
EROSION CONTROL CONSTRUCTION SEQUENCE:
5
6
1) THE CONTRACTOR IS TO MAKE EVERY EFFORT TO MINIMIZE THE AREA TO BE UNCOVERED, AS TO NOT UNCOVER MORE THAN 20 ACRES ATONE TIME. 6 TREE SAVE �
CLEARING AND GRUBBING ONLY AS NECESSARY FOR INSTALLATION OF PERIMETER CONTROLS. IF MORE THAN 20 ACRES IS UNCOVERED THE FOLLOWING
o1 ...
-.\... noon
..
CRITERIA MUST BE MET:
a. THE METHOD OF LIMITING THE TIME OF EXPOSURE AND AMOUNT OF EXPOSED AREA TO ACHIEVE THE OBJECTIVES OF THIS CHAPTER.
b. A CUT/FILL ANALYSIS THAT SHOWS WHERE SOIL WILL BE MOVED FROM ONE AREA OF THE TRACT TO ANOTHER AS GROUND ELEVATION IS CHANGED.
C. CONSTRUCTION SEQUENCE AND CONSTRUCTION PHASING TO JUSTIFY THE TIME AND AMOUNT OF EXPOSURE.
d. TECHNIQUES TO BE USED TO PREVENT SEDIMENTATION ASSOCIATED WITH LARGER DISTURBED AREAS.
e. ADDITIONAL EROSION CONTROL MEASURES, STRUCTURES, AND DEVICES TO PREVENT SEDIMENTATION.
2) THE CONTRACTOR SHALL INSTALL TREE PROTECTION FENCING, SILT FENCE AND CONCENTRATION OUTLETS AS SHOWN ON
PLANS. THE CONTRACTOR SHALL INSTALL THE TEMPORARY STREAM CROSSING USING A PUMP AROUND METHOD. STONE MUST
BE PLACED SPANNING TOP OF SLOPE TO TOP OF SLOPE ON BOTH SIDES OF CROSSING FOR STABILIZATION.
3) INSTALL STABILIZED CONSTRUCTION ENTRANCE AT BRADSTREET COMMONS AND INSTALL TEMPORARY 30" HDPE FOR
TEMPORARY DIVERSION DITCH #4. THE CONTRACTOR SHALL INSTALL STABILIZED CONSTRUCTION ENTRANCE AT ROCESTER
DRIVE. 30LF OF TEMPORARY 18" HDPE PIPE SHALL BE INSTALLED UNDER THE ENTRANCE FOR THE CONSTRUCTION OF
TEMPORARY DIVERSION DITCH #5. CLEARING AND GRUBBING SHALL BE FOR THE INSTALLATION OF 3 SEDIMENT BASINS.
4) THE INSTALLATION OF SKIMMER BASIN #1 AND SEDIMENT BASIN #2 AND INSTALLATION OF ALL TEMPORARY DIVERSION
DITCHES FLOWING TO THOSE STRUCTURES (OUTLETS MUST BE COMPLETELY INSTALLED AS SHOWN ON THE DETAILS BEFORE
PROCEEDING TO THE NEXT STEP. AREAS DRAINING TO THESE STRUCTURES CANNOT BE DISTURBED UNTIL THE STRUCTURES
AND DIVERSIONS TO THE STRUCTURES ARE COMPLETELY INSTALLED). TEMPORARY DIVERSIONS ARE TO HAVE ROCK CHECK
DAMS INSTALLED AS REQUIRED.
5) CLEARING AND GRUBBING OF REMAINDER OF SITE, INCLUDING ANY DEMOLITION, CAN TAKE PLACE. (SEDIMENT AND EROSION
CONTROL MEASURES FOR THESE AREAS MUST ALREADY BE INSTALLED).
6) DAILY LOG SHALL BE MAINTAINED AND KEPT ON SITE AT ALLTIMES IN ACCORDANCE WITH THE NPDES PERMIT. DAILY LOG SHALL BE
READILY AVAILABLE FOR INSPECTION BY THE ENGINEER AND NCDEQ INSPECTOR AT ALL TIMES. DAILY LOG SHALL NOTE THE DATE,
CONSTRUCTION ACTIVITIES AND RAINFALL DATA (AT A MINIMUM).
/ O
I. . .............. �z
.............
ti0
1�<<Y
0
0
U
0
E
a
VICINITY MAP - N.T.S.
GENERAL NOTE - GRADING/SITE DEVELOPMENT
1) ALL REQUIRED PERMITS MUST BE OBTAINED AND A COPY MAINTAINED ON SITE PRIOR TO COMMENCING WORK. ONCE WORK BEGINS, ANY
CONSTRUCTION ENTRANCES SHOULD BE INSTALLED BEFORE ALL OTHER MEASURES, FOLLOWED BY ANY NEEDED CULVERTS. THE PERIMETER
CONTROLS ARE THEN TO BE INSTALLED WITH ONLY THE DISTURBANCE NECESSARY FOR THEIR CONSTRUCTION. ALL REQUIRED EROSION
CONTROL DEVICES SHALL BE INSTALLED PRIOR TO THE INSTALLATION OF ANY UNDERGROUND UTILITIES OR SITE GRADING ACTIVITIES. SEE
THE APPLICABLE PLAN SHEETS FOR THE NECESSARY EROSION CONTROL REQUIREMENTS, MAINTENANCE AND STABILIZATION OF THE WORK
SITE.
2) DURING CONSTRUCTION AND UNTIL TURF IS ESTABLISHED, ALL EROSION DEVICES SHALL BE MONITORED AND MAINTAINED PER THE
SPECIFIED MAINTENANCE SCHEDULE (SEE EROSION CONTROL PLAN SHEETS). ALL COMPLETED WORK AREAS THAT HAVE BEEN BROUGHT TO
GRADE SHALL BE SEEDED AND MULCHED.
3) CONTRACTOR SHALL VERIFY ALL FIELD CONDITIONS PRIOR TO BEGINNING WORK. CONTRACTOR SHALL VERIFY LOCATION AND DEPTH OF ALL
APPLICABLE UTILITIES AFFECTING THE PROJECT (ON AND OFF SITE).
4) THE CONTRACTOR SHALL CONTACT THE NORTH CAROLINA ONE -CALL CENTER AT 8-1-1 AT LEAST 72 HOURS IN ADVANCE OF THE
CONSTRUCTION. INDIVIDUAL UTILITY AGENCIES NOT PARTICIPATING IN THE ONE -CALL PROGRAM SHALL BE CONTACTED INDEPENDENTLY BY
THE CONTRACTOR.
5) UPON VERIFICATION OF THE LOCATION AND DEPTH OF ALL UTILITIES, CONTRACTOR SHALL VERIFY THAT THERE ARE NO CONFLICTS WITH THE
EXISTING UTILITIES. ANY CONFLICTS SHALL BE REPORTED TO THE ENGINEER FOR EVALUATION AND REDESIGN (IF NECESSARY). THE
CONTRACTOR SHALL NOT COMMENCE WORK IN THE AREA UNTIL THE CONFLICT IS RESOLVED.
6) ALL EXCAVATION FOR THIS PROJECT SHALL BE CONSIDERED UNCLASSIFIED, UNLESS SPECIAL PROVISIONS ARE STATED IN THE CONTRACT
DOCUMENTS.
7) DURING EXCAVATION, ALL FOREIGN DEBRIS AND UNSUITABLE FILL MATERIALS SHALL BE REMOVED AND DISPOSED OF OFFSITE OR LOCATION
APPROVED BY OWNER.
8) ON-SITE BURIAL PITS, WHEN APPROVED, SHALL BE CLEARLY MARKED ON THE FIELD RECORD DRAWINGS AND A COPY OF THOSE DRAWINGS
SHALL BE PROVIDED TO THE OWNER. THE USE OF BURIAL PITS SHALL BE COORDINATED WITH THE OWNER AND ENGINEER PRIOR TO USE.
9) ALL FILL SHALL BE COMPACTED TO 95% STANDARD PROCTOR (ASTM D698) MAXIMUM DRY DENSITY FOR SPECIFIED MATERIAL. "LIGHTWEIGHT"
OR HIGHLY PLASTIC SOILS SHALL NOT BE USED AS FILL UNDER ROADWAYS, BUILDINGS AND OTHER STRUCTURAL AREAS. LIGHTWEIGHT OR
PLASTIC SOILS AS DEFINED BY THE GEOTECHNICAL ENGINEER. 100% STANDARD PROCTOR OF MAXIMUM DRY DENSITY SHALL BE ATTAINED
FOR DRIVEWAYS, PARKING LOTS AND BUILDINGS (UPPER 12" OF SUBGRADE).
10) AREAS CUT TO GRADE (RESIDUAL SOILS) SHALL BE PROOFROLLED (MIN. 50,000 LBS) OR TESTED BY OTHER MEANS TO ENSURE THAT MATERIAL
IS SUITABLE FOR STRUCTURAL LOADING. PLASTIC SOILS SHALL BE UNDERCUT AND DISPOSED OF OFFSITE OR LOCATION APPROVED BY
OWNER AND REPLACED WITH SUITABLE FILL MATERIAL, AS DIRECTED BY THE GEOTECHNICAL ENGINEER.
11) ALL FILL FOR STRUCTURAL AREAS SHALL BE PLACED IN 8"-12" LIFTS AND COMPACTED TO 100% STANDARD PROCTOR MAXIMUM DRY DENSITY
(ASTM D698) AT NEAR OPTIMUM MOISTURE CONTENT FOR UPPER 12" AS MEASURED FROM FINISHED GRADE (TOLERANCE SHALL BE +/-2%).
12) FILL SLOPES SHALL BE GRADED NO STEEPER THAN 3:1. SLOPES STEEPER THAN 31 MAY REQUIRE THE USE OF EROSION CONTROL BLANKETS
(ECBs) TO MINIMIZE AND PREVENT EROSION OF THE SLOPES.
13) IF NECESSARY, SLOPES WHICH EXCEED EIGHT (8) VERTICAL FEET MAY REQUIRE THE USE OF SYNTHETIC OR VEGETATIVE MATS, IN ADDITION
TO NORMAL SEEDING.
14) COMPACTION WITHIN ROAD RIGHTS-OF-WAY SHALL BE AS REQUIRED BY THE GOVERNING AGENCY. AT A MINIMUM, THE FOLLOWING
STANDARDS SHALL BE MET:
A. SUBGRADE SHALL BE COMPACTED TO 100% STANDARD PROCTOR MAXIMUM DRY DENSITY (UPPER 12").
B. AGGREGATE BASE COURSE SHALL BE COMPACTED TO 100% MODIFIED PROCTOR MAXIMUM DENSITY.
C. INTERMEDIATE AND SURFACE HOT MIX ASPHALT COURSES SHALL BE COMPACTED TO A MIN. OF 92% MAXIMUM SPECIFIC GRAVITY.
D. SUBGRADE AND BASE COURSE SHALL BE PROOFROLLED (50,000 LBS MIN.). HOT MIX ASHALT TEMPERATURE AT TIME OF LAYDOWN SHALL
BE WITHIN 20°F OF THE PLANT MIX
E. TEMPERATURE (MIN. TEMPERATURE SHALL BE NO LESS THAN 220-230 DEGREES). VARIATIONS OF THE MINIMUM REQUIREMENTS CAN BE
CONSIDERED ON A CASE-BY-CASE BASIS AND
F. MUST BE APPROVED BY THE GEOTECHNICAL ENGINEER.
15) THE CONSTRUCTION OF ALL STREETS AND DRAINAGE IMPROVEMENTS LOCATED WITHIN THE ROADWAY RIGHT-OF-WAY SHALL BE GOVERNED
BY THE CITY AND/OR STATE DEPARTMENT OF TRANSPORTATION.
16) RIGHT-OF-WAY ARE THE MAINTENANCE RESPONSIBILITY OF THE INDIVIDUAL PROPERTY OWNER OR HOMEOWNERS ASSOCIATION (HOA),
UNLESS OTHERWISE SPECIFIED. WHEN REQUIRED, PRIVATE DRAINAGE EASEMENTS SHALL BE APPLIED AND ANY OBSTRUCTION OR
ENCROACHMENT INTO SAID EASEMENT IS PROHIBITED. HOMEOWNER OR BUILDER IS SOLELY AT RISK FOR THE REMOVAL AND/OR DAMAGE OF
HARDSCAPES, LANDSCAPING, STRUCTURES OR OTHER IMPROVEMENTS PLACED WITHIN THE EASEMENTS SHOULD MAINTENANCE NEED TO BE
PERFORMED.
17) THE BUILDER SHALL BE RESPONSIBLE FOR MEETING THE BUILDING FOUNDATION DRAINAGE REQUIREMENTS AS SPECIFIED IN THE
INTERNATIONAL RESIDENTIAL CODE (CURRENT VERSION AS ADOPTED BY GOVERNING AGENCY).
18) ENGINEER DOES NOT WARRANT THAT ANY OR ALL LOTS HAVE BEEN SETUP TO MEET THE BUILDING FOUNDATION DRAINAGE REQUIREMENTS
SET FORTH IN THE INTERNATIONAL RESIDENTIAL CODE.
19) BUILDER SHALL BE RESPONSIBLE FOR MAINTAINING THE ESTABLISHED DRAINAGE PATTERNS OR ENSURING THAT ANY ALTERATIONS TO THE
ESTABLISHED DRAINAGE PATTERNS WILL NOT ADVERSELY IMPACT THE RECEIVING STORM DRAINAGE SYSTEM AND/OR DOWNSTREAM
PROPERTY OWNER.
20) FINAL ELEVATIONS ARE SUBJECT TO CHANGE BASED UPON SITE CONDITIONS, CONSTRUCTION TOLERANCES BY AND BETWEEN
OWNER/CONTRACTOR, AND OTHER CONDITIONS.
TREE PROTECTION NOTES FOR SUBDIVISION:
1. TREE PROTECTION FENCE/BARRICADES MUST MEET OR EXCEED TREE ORDINANCE REQUIREMENTS.
2. TREE PROTECTION FENCE/BARRICADES MUST BE INSTALLED BEFORE ANY DEMOLITION/CLEARING/ GRADING/CONSTRUCTION AND NOT
REMOVED UNTIL AFTER AN INSPECTION BY URBAN FORESTRY
3. NO SOIL DISTURBANCE OR COMPACTION, CONSTRUCTION MATERIALS, TRAFFIC, BURIAL PITS, TRENCHING OR OTHER LAND DISTURBING
ACTIVITIES ALLOWED IN TREE SAVE AREAS.
4. VIOLATIONS OF THE TREE PROTECTION REQUIREMENTS ARE SUBJECT TO FINES, AND/OR IMMEDIATE CORRECTIVE ACTION/MITIGATION.
5. ALL TREES ON PUBLIC PROPERTY ARE PROTECTED BY ORDINANCE AND REMOVAL MUST BE APPROVED BY THE CITY ARBORIST @ (704)
336-4262.
6. SHOW TREE PROTECTION FENCE AT LEAST 5 FEET BEYOND THE DRIPLINE OF THE DESIGNATED TREE SAVE AREA(S) WHENEVER POSSIBLE
AT NO LESS THAN THE LOCATIONS SHOWN ON SITE PLAN
7. TREE SAVE FENCING MAY BE REMOVED/OMITTED UPON ALL COMPLETED AND BUILT -OUT PORTIONS OF THE DEVELOPMENT EXAMPLE:
OCCUPIED HOME LOTS).
8. TREE PROTECTION FENCE MAYBE TEMPORARILY REMOVED AND REPLACED FOR APPROVED UTILITY/STORM DRAINAGE WORK AND
INSTALLATION OF ANY REQUIRED LANDSCAPE PLANTINGS.
9. COORDINATE ALL ACTIVITIES WITHIN THE TREE SAVE LIMITS WITH THE URBAN FORESTRY SPECIALIST, GARY TURNER, AT (704)-517-5664
CITY OF CHARLOTTE STANDARD NOTES FOR EROSION CONTROL:
1. ALL "STD" NUMBERS REFER TO THE CHARLOTTE LAND DEVELOPMENT STANDARD MANUAL
2. ON-SITE BURIAL PITS REQUIRE AN ON-SITE DEMOLITION PERMIT FROM THE ZONING ADMINISTRATOR.
3. ANY GRADING BEYOND THE DENUDED LIMITS SHOWN ON THE PLAN IS A VIOLATION OF THE CITY/COUNTY EROSION CONTROL ORDINANCE
AND IS SUBJECT TO A FINE.
4. GRADING MORE THAN ONE ACRE WITHOUT AN APPROVED EROSION CONTROL PLAN IS A VIOLATION OF THE CITY/COUNTY EROSION
CONTROL ORDINANCE AND IS SUBJECT TO A FINE.
5. ALL PERIMETER DIKES, SWALES, DITCHES, PERIMETER SLOPES AND STEEPER THAN 3 HORIZONTAL TO 1 VERTICAL (3:1) SHALL BE
PROVIDED TEMPORARY OR PERMANENT STABILIZATION WITH GROUND COVER AS SOON AS PRACTICABLE BUT IN ANY EVENT WITHIN SEVEN
(7) CALENDAR DAYS FROM THE LAST LAND -DISTURBING ACTIVITY.
6. ALL OTHER DISTURBED AREA SHALL BE PROVIDED TEMPORARY OF PERMANENT STABILIZATION WITH GROUND COVER AS SOON AS
PRACTICABLE BUT IN ANY EVENT WITHIN 14 CALENDAR DAYS FROM THE LAST LAND -DISTURBING ACTIVITY.
7. ADDITIONAL MEASURES TO CONTROL EROSION AND SEDIMENT MAY BE REQUIRED BY A REPRESENTATIVE OF THE CITY ENGINEERING
DEPARTMENT.
8. SLOPES SHALL BE GRADED NO STEEPER THAN 2:1. FILL SLOPES GREATER THAN TEN (10) FEET REQUIRE ADEQUATE TERRACING
[CLDSM#30.16].
9. A GRADING PLAN MUST BE SUBMITTED FOR ANY LOT GRADING EXCEEDING ONE (1) ACRE THAT WAS NOT PREVIOUSLY APPROVED.
10. DRIVEWAY PERMIT FOR CONSTRUCTION ENTRANCES IN NCDOT RIGHT OF WAY MUST BE PRESENTED AT PRE -CONSTRUCTION MEETING.
GRAPHIC SCALE
-60 0 30 60 120
( IN FEET )
1 inch = 60 ft.
DATE I ISSUED FOR
05/16/19 Initial Submittal to City of Charlotte & NCDOT
NORrlHC813�0�
N-9 CCw,.oe:.wc One -Call Center
REV
0
Know what's below.
0811 before you dig.
Engineer:
OVERALL LIMITS OF DISTURBANCE
Engineering • Land Surveying • Planning
TREE PROTECTION FENCING
-0--��
PROPOSED SILT FENCE
This drawing shall not be used for construction purposes until the
PROPOSED CONSTRUCTION ENTRANCE
drawing, and proper permit forms and related fees are transmitted
PROPOSED CONCENTRATION OUTLET
x -x
I I
x -x
PROPOSED INLET PROTECTION
�-­10-
PROPOSED TEMPORARY DITCH
❑
PROPOSED STOCK PILE
Q
PROPOSED RIP RAP
Q_
PROPOSED BAFFLES
SPILLWAY (TYP.) �. �s % 60 LIMITS OF DISTURBANCE
.......... I' .. \
. '' it
0
INSTALL 37LF \ ...... : �o�� I
TOTAL 8 00 ACt
�....
DOUBLE ROW SILT FENCE �� �'�.. �'�... '�... SO �� �� ... 650 '� �
INITIAL SKIMMER BASIN #2 (SPILLWAY TO C.O.) I w ........... 66LF TEMPORARY DITCH #3 /
p' . x / INITIAL SKIMMER BASIN #3
DRAINAGE AREA = 6.10 AC. \ / ..: 650 y WITH CHECK DAMS S TYP.) / ..'�.����
TOP BERM = 652.00 \ / P BERM - 647.00
.08 AC.
.................
SPILLWAY = 651.50 \ t r _
=
.. DRA NAGE AREA
CLEANOUT = 648.50 r�'V
.. :................ v SPILLWAY 646.50
- INSTALL 149LF 655 \..,a ............................ CLEANOUT = 644.75
BOTTOM BASIN - 647.00
rrr BOTTOM BASIN 644.00
REQ. VOLUME = 10,980 CF SINGLE ROW SILT FENCE \ . . i -
ACT. VOLUME = 19,647 CF (C.O. TO C.O. j;�.. ssS- o s, 6g5 r REQ. VOLUME - 1,944 CF
o.' S ACT. VOLUME - 5,094 CF
SPILLWAY LENGTH = 10 FT p o ! -655 J Z
o �� SPILLWAY LENGTH = 10 FT
BARREL = 57LF 18" RCP @ 0.88 /o I >» v f rir r..te" : coo rF
./� JF / BARREL = 96LF 18" RCP @ 0.52%
SKIMMER INV = 648.00 CONCENTRATION
I ................. : SKIMMER INV = 645.00
SKIMMER SIZE = 2.50" OUTLET (TYP.) '.. ............... .: .I .. ..\ . ' .... .. ...... .. ....' j ..'/ G ......... I SKIMMER SIZE = 1.50"
ORIFICE SIZE = 2.00"/� 5
I I /..' / G0 ORIFICE SIZE = 1.00" /
: 40OLF TEMPORARY DITCH #4 /' ^\`L
INSTALL 39LF
SINGLE ROW SILT FENCE WITH CHECK DAMS (TYP.) / / o^
BAFFLES (TYP.)
(C.O. TO C.O.) I `
I ............ 660
...... ...L<j ..... Lv t / .......
.... .
_ _
INSTALL 172LF o o
SINGLE ROW SILT FENCE I � � ..������..��'��t c 200LF TEMPORARY DITCH #5 /��� � � :� ..�� :� ...'��� :�
CITY OF CHARLOTTE CONSTRUCTION SEQUENCE: C.O. TO END I ° WITH CHECK DAMS TYP. /r
1) OBTAIN GRADING/EROSION CONTROL PLAN APPROVAL FROM THE CITY OF CHARLOTTE ENGINEERING DEPARTMENT.
{
2) SET UP AN ON-SITE PRECONSTRUCTION CONFERENCE WITH EROSION CONTROL INSPECTOR OF THE CITY ENGINEERING DEPARTMENT TO DISCUSS
EROSION CONTROL MEASURES. FAILURE TO SCHEDULE SUCH CONFERENCE 48 HOURS PRIOR TO ANY LAND DISTURBANCE ACTIVITY IS A VIOLATION OF = W
\ o z o y.. ' PROPERTY BOUNDARY
CHAPTER 17 OF THE CITY CODE AND IS SUBJECT TO A FINE. Q.. S ch " (0 "/"" 665
3) INSTALL SILT FENCE, INLET PROTECTION, SEDIMENT TRAPS, DIVERSION DITCHES, TREE PROTECTION, AND OTHER MEASURE AS SHOWN ON THE PLANS, y /
CLEARING ONLY AS NECESSARY TO INSTALL THESE DEVICES. I i W ` �....... .. ' h / " . .
4) CALL FOR ON-SITE INSPECTION BY INSPECTOR, WHEN APPROVED, INSPECTOR ISSUES THE GRADING PERMIT AND CLEARING AND GRUBBING MAY BEGIN.
I
J
5) THE CONTRACTOR SHALL DILIGENTLY AND CONTINUOUSLY MAINTAIN ALL EROSION CONTROL DEVICES AND STRUCTURES. W ... /
CO
CO
6) FOR PHASED EROSION CONTROL PLANS, CONTRACTOR SHALL MEET WITH EROSION CONTROL INSPECTOR PRIOR TO COMMENCING WITH EACH PHASE OF q I
EROSION CONTROL MEASURES.
7) STABILIZE SITE AS AREAS ARE BROUGHT TO FINISHED GRADE. (o R.
6
1
y /�
I I(oW
8) COORDINATE WITH EROSION CONTROL INSPECTOR PRIOR TO REMOVAL OF EROSION CONTROL MEASURES.
W W W
9) ALL EROSION CONTROL MEASURES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE N.C. EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN = _
MANUAL U.S. DEPARTMENT OF AGRICULTURE CITY OF CHARLOTTE EROSION CONTROL ORDINANCE AND THE CHARLOTTE LAND DEVELOPMENT Q
STANDARDS MANUAL.
I GST
S
J
EROSION CONTROL CONSTRUCTION SEQUENCE:
5
6
1) THE CONTRACTOR IS TO MAKE EVERY EFFORT TO MINIMIZE THE AREA TO BE UNCOVERED, AS TO NOT UNCOVER MORE THAN 20 ACRES ATONE TIME. 6 TREE SAVE �
CLEARING AND GRUBBING ONLY AS NECESSARY FOR INSTALLATION OF PERIMETER CONTROLS. IF MORE THAN 20 ACRES IS UNCOVERED THE FOLLOWING
o1 ...
-.\... noon
..
CRITERIA MUST BE MET:
a. THE METHOD OF LIMITING THE TIME OF EXPOSURE AND AMOUNT OF EXPOSED AREA TO ACHIEVE THE OBJECTIVES OF THIS CHAPTER.
b. A CUT/FILL ANALYSIS THAT SHOWS WHERE SOIL WILL BE MOVED FROM ONE AREA OF THE TRACT TO ANOTHER AS GROUND ELEVATION IS CHANGED.
C. CONSTRUCTION SEQUENCE AND CONSTRUCTION PHASING TO JUSTIFY THE TIME AND AMOUNT OF EXPOSURE.
d. TECHNIQUES TO BE USED TO PREVENT SEDIMENTATION ASSOCIATED WITH LARGER DISTURBED AREAS.
e. ADDITIONAL EROSION CONTROL MEASURES, STRUCTURES, AND DEVICES TO PREVENT SEDIMENTATION.
2) THE CONTRACTOR SHALL INSTALL TREE PROTECTION FENCING, SILT FENCE AND CONCENTRATION OUTLETS AS SHOWN ON
PLANS. THE CONTRACTOR SHALL INSTALL THE TEMPORARY STREAM CROSSING USING A PUMP AROUND METHOD. STONE MUST
BE PLACED SPANNING TOP OF SLOPE TO TOP OF SLOPE ON BOTH SIDES OF CROSSING FOR STABILIZATION.
3) INSTALL STABILIZED CONSTRUCTION ENTRANCE AT BRADSTREET COMMONS AND INSTALL TEMPORARY 30" HDPE FOR
TEMPORARY DIVERSION DITCH #4. THE CONTRACTOR SHALL INSTALL STABILIZED CONSTRUCTION ENTRANCE AT ROCESTER
DRIVE. 30LF OF TEMPORARY 18" HDPE PIPE SHALL BE INSTALLED UNDER THE ENTRANCE FOR THE CONSTRUCTION OF
TEMPORARY DIVERSION DITCH #5. CLEARING AND GRUBBING SHALL BE FOR THE INSTALLATION OF 3 SEDIMENT BASINS.
4) THE INSTALLATION OF SKIMMER BASIN #1 AND SEDIMENT BASIN #2 AND INSTALLATION OF ALL TEMPORARY DIVERSION
DITCHES FLOWING TO THOSE STRUCTURES (OUTLETS MUST BE COMPLETELY INSTALLED AS SHOWN ON THE DETAILS BEFORE
PROCEEDING TO THE NEXT STEP. AREAS DRAINING TO THESE STRUCTURES CANNOT BE DISTURBED UNTIL THE STRUCTURES
AND DIVERSIONS TO THE STRUCTURES ARE COMPLETELY INSTALLED). TEMPORARY DIVERSIONS ARE TO HAVE ROCK CHECK
DAMS INSTALLED AS REQUIRED.
5) CLEARING AND GRUBBING OF REMAINDER OF SITE, INCLUDING ANY DEMOLITION, CAN TAKE PLACE. (SEDIMENT AND EROSION
CONTROL MEASURES FOR THESE AREAS MUST ALREADY BE INSTALLED).
6) DAILY LOG SHALL BE MAINTAINED AND KEPT ON SITE AT ALLTIMES IN ACCORDANCE WITH THE NPDES PERMIT. DAILY LOG SHALL BE
READILY AVAILABLE FOR INSPECTION BY THE ENGINEER AND NCDEQ INSPECTOR AT ALL TIMES. DAILY LOG SHALL NOTE THE DATE,
CONSTRUCTION ACTIVITIES AND RAINFALL DATA (AT A MINIMUM).
/ O
I. . .............. �z
.............
ti0
1�<<Y
0
0
U
0
E
a
VICINITY MAP - N.T.S.
GENERAL NOTE - GRADING/SITE DEVELOPMENT
1) ALL REQUIRED PERMITS MUST BE OBTAINED AND A COPY MAINTAINED ON SITE PRIOR TO COMMENCING WORK. ONCE WORK BEGINS, ANY
CONSTRUCTION ENTRANCES SHOULD BE INSTALLED BEFORE ALL OTHER MEASURES, FOLLOWED BY ANY NEEDED CULVERTS. THE PERIMETER
CONTROLS ARE THEN TO BE INSTALLED WITH ONLY THE DISTURBANCE NECESSARY FOR THEIR CONSTRUCTION. ALL REQUIRED EROSION
CONTROL DEVICES SHALL BE INSTALLED PRIOR TO THE INSTALLATION OF ANY UNDERGROUND UTILITIES OR SITE GRADING ACTIVITIES. SEE
THE APPLICABLE PLAN SHEETS FOR THE NECESSARY EROSION CONTROL REQUIREMENTS, MAINTENANCE AND STABILIZATION OF THE WORK
SITE.
2) DURING CONSTRUCTION AND UNTIL TURF IS ESTABLISHED, ALL EROSION DEVICES SHALL BE MONITORED AND MAINTAINED PER THE
SPECIFIED MAINTENANCE SCHEDULE (SEE EROSION CONTROL PLAN SHEETS). ALL COMPLETED WORK AREAS THAT HAVE BEEN BROUGHT TO
GRADE SHALL BE SEEDED AND MULCHED.
3) CONTRACTOR SHALL VERIFY ALL FIELD CONDITIONS PRIOR TO BEGINNING WORK. CONTRACTOR SHALL VERIFY LOCATION AND DEPTH OF ALL
APPLICABLE UTILITIES AFFECTING THE PROJECT (ON AND OFF SITE).
4) THE CONTRACTOR SHALL CONTACT THE NORTH CAROLINA ONE -CALL CENTER AT 8-1-1 AT LEAST 72 HOURS IN ADVANCE OF THE
CONSTRUCTION. INDIVIDUAL UTILITY AGENCIES NOT PARTICIPATING IN THE ONE -CALL PROGRAM SHALL BE CONTACTED INDEPENDENTLY BY
THE CONTRACTOR.
5) UPON VERIFICATION OF THE LOCATION AND DEPTH OF ALL UTILITIES, CONTRACTOR SHALL VERIFY THAT THERE ARE NO CONFLICTS WITH THE
EXISTING UTILITIES. ANY CONFLICTS SHALL BE REPORTED TO THE ENGINEER FOR EVALUATION AND REDESIGN (IF NECESSARY). THE
CONTRACTOR SHALL NOT COMMENCE WORK IN THE AREA UNTIL THE CONFLICT IS RESOLVED.
6) ALL EXCAVATION FOR THIS PROJECT SHALL BE CONSIDERED UNCLASSIFIED, UNLESS SPECIAL PROVISIONS ARE STATED IN THE CONTRACT
DOCUMENTS.
7) DURING EXCAVATION, ALL FOREIGN DEBRIS AND UNSUITABLE FILL MATERIALS SHALL BE REMOVED AND DISPOSED OF OFFSITE OR LOCATION
APPROVED BY OWNER.
8) ON-SITE BURIAL PITS, WHEN APPROVED, SHALL BE CLEARLY MARKED ON THE FIELD RECORD DRAWINGS AND A COPY OF THOSE DRAWINGS
SHALL BE PROVIDED TO THE OWNER. THE USE OF BURIAL PITS SHALL BE COORDINATED WITH THE OWNER AND ENGINEER PRIOR TO USE.
9) ALL FILL SHALL BE COMPACTED TO 95% STANDARD PROCTOR (ASTM D698) MAXIMUM DRY DENSITY FOR SPECIFIED MATERIAL. "LIGHTWEIGHT"
OR HIGHLY PLASTIC SOILS SHALL NOT BE USED AS FILL UNDER ROADWAYS, BUILDINGS AND OTHER STRUCTURAL AREAS. LIGHTWEIGHT OR
PLASTIC SOILS AS DEFINED BY THE GEOTECHNICAL ENGINEER. 100% STANDARD PROCTOR OF MAXIMUM DRY DENSITY SHALL BE ATTAINED
FOR DRIVEWAYS, PARKING LOTS AND BUILDINGS (UPPER 12" OF SUBGRADE).
10) AREAS CUT TO GRADE (RESIDUAL SOILS) SHALL BE PROOFROLLED (MIN. 50,000 LBS) OR TESTED BY OTHER MEANS TO ENSURE THAT MATERIAL
IS SUITABLE FOR STRUCTURAL LOADING. PLASTIC SOILS SHALL BE UNDERCUT AND DISPOSED OF OFFSITE OR LOCATION APPROVED BY
OWNER AND REPLACED WITH SUITABLE FILL MATERIAL, AS DIRECTED BY THE GEOTECHNICAL ENGINEER.
11) ALL FILL FOR STRUCTURAL AREAS SHALL BE PLACED IN 8"-12" LIFTS AND COMPACTED TO 100% STANDARD PROCTOR MAXIMUM DRY DENSITY
(ASTM D698) AT NEAR OPTIMUM MOISTURE CONTENT FOR UPPER 12" AS MEASURED FROM FINISHED GRADE (TOLERANCE SHALL BE +/-2%).
12) FILL SLOPES SHALL BE GRADED NO STEEPER THAN 3:1. SLOPES STEEPER THAN 31 MAY REQUIRE THE USE OF EROSION CONTROL BLANKETS
(ECBs) TO MINIMIZE AND PREVENT EROSION OF THE SLOPES.
13) IF NECESSARY, SLOPES WHICH EXCEED EIGHT (8) VERTICAL FEET MAY REQUIRE THE USE OF SYNTHETIC OR VEGETATIVE MATS, IN ADDITION
TO NORMAL SEEDING.
14) COMPACTION WITHIN ROAD RIGHTS-OF-WAY SHALL BE AS REQUIRED BY THE GOVERNING AGENCY. AT A MINIMUM, THE FOLLOWING
STANDARDS SHALL BE MET:
A. SUBGRADE SHALL BE COMPACTED TO 100% STANDARD PROCTOR MAXIMUM DRY DENSITY (UPPER 12").
B. AGGREGATE BASE COURSE SHALL BE COMPACTED TO 100% MODIFIED PROCTOR MAXIMUM DENSITY.
C. INTERMEDIATE AND SURFACE HOT MIX ASPHALT COURSES SHALL BE COMPACTED TO A MIN. OF 92% MAXIMUM SPECIFIC GRAVITY.
D. SUBGRADE AND BASE COURSE SHALL BE PROOFROLLED (50,000 LBS MIN.). HOT MIX ASHALT TEMPERATURE AT TIME OF LAYDOWN SHALL
BE WITHIN 20°F OF THE PLANT MIX
E. TEMPERATURE (MIN. TEMPERATURE SHALL BE NO LESS THAN 220-230 DEGREES). VARIATIONS OF THE MINIMUM REQUIREMENTS CAN BE
CONSIDERED ON A CASE-BY-CASE BASIS AND
F. MUST BE APPROVED BY THE GEOTECHNICAL ENGINEER.
15) THE CONSTRUCTION OF ALL STREETS AND DRAINAGE IMPROVEMENTS LOCATED WITHIN THE ROADWAY RIGHT-OF-WAY SHALL BE GOVERNED
BY THE CITY AND/OR STATE DEPARTMENT OF TRANSPORTATION.
16) RIGHT-OF-WAY ARE THE MAINTENANCE RESPONSIBILITY OF THE INDIVIDUAL PROPERTY OWNER OR HOMEOWNERS ASSOCIATION (HOA),
UNLESS OTHERWISE SPECIFIED. WHEN REQUIRED, PRIVATE DRAINAGE EASEMENTS SHALL BE APPLIED AND ANY OBSTRUCTION OR
ENCROACHMENT INTO SAID EASEMENT IS PROHIBITED. HOMEOWNER OR BUILDER IS SOLELY AT RISK FOR THE REMOVAL AND/OR DAMAGE OF
HARDSCAPES, LANDSCAPING, STRUCTURES OR OTHER IMPROVEMENTS PLACED WITHIN THE EASEMENTS SHOULD MAINTENANCE NEED TO BE
PERFORMED.
17) THE BUILDER SHALL BE RESPONSIBLE FOR MEETING THE BUILDING FOUNDATION DRAINAGE REQUIREMENTS AS SPECIFIED IN THE
INTERNATIONAL RESIDENTIAL CODE (CURRENT VERSION AS ADOPTED BY GOVERNING AGENCY).
18) ENGINEER DOES NOT WARRANT THAT ANY OR ALL LOTS HAVE BEEN SETUP TO MEET THE BUILDING FOUNDATION DRAINAGE REQUIREMENTS
SET FORTH IN THE INTERNATIONAL RESIDENTIAL CODE.
19) BUILDER SHALL BE RESPONSIBLE FOR MAINTAINING THE ESTABLISHED DRAINAGE PATTERNS OR ENSURING THAT ANY ALTERATIONS TO THE
ESTABLISHED DRAINAGE PATTERNS WILL NOT ADVERSELY IMPACT THE RECEIVING STORM DRAINAGE SYSTEM AND/OR DOWNSTREAM
PROPERTY OWNER.
20) FINAL ELEVATIONS ARE SUBJECT TO CHANGE BASED UPON SITE CONDITIONS, CONSTRUCTION TOLERANCES BY AND BETWEEN
OWNER/CONTRACTOR, AND OTHER CONDITIONS.
TREE PROTECTION NOTES FOR SUBDIVISION:
1. TREE PROTECTION FENCE/BARRICADES MUST MEET OR EXCEED TREE ORDINANCE REQUIREMENTS.
2. TREE PROTECTION FENCE/BARRICADES MUST BE INSTALLED BEFORE ANY DEMOLITION/CLEARING/ GRADING/CONSTRUCTION AND NOT
REMOVED UNTIL AFTER AN INSPECTION BY URBAN FORESTRY
3. NO SOIL DISTURBANCE OR COMPACTION, CONSTRUCTION MATERIALS, TRAFFIC, BURIAL PITS, TRENCHING OR OTHER LAND DISTURBING
ACTIVITIES ALLOWED IN TREE SAVE AREAS.
4. VIOLATIONS OF THE TREE PROTECTION REQUIREMENTS ARE SUBJECT TO FINES, AND/OR IMMEDIATE CORRECTIVE ACTION/MITIGATION.
5. ALL TREES ON PUBLIC PROPERTY ARE PROTECTED BY ORDINANCE AND REMOVAL MUST BE APPROVED BY THE CITY ARBORIST @ (704)
336-4262.
6. SHOW TREE PROTECTION FENCE AT LEAST 5 FEET BEYOND THE DRIPLINE OF THE DESIGNATED TREE SAVE AREA(S) WHENEVER POSSIBLE
AT NO LESS THAN THE LOCATIONS SHOWN ON SITE PLAN
7. TREE SAVE FENCING MAY BE REMOVED/OMITTED UPON ALL COMPLETED AND BUILT -OUT PORTIONS OF THE DEVELOPMENT EXAMPLE:
OCCUPIED HOME LOTS).
8. TREE PROTECTION FENCE MAYBE TEMPORARILY REMOVED AND REPLACED FOR APPROVED UTILITY/STORM DRAINAGE WORK AND
INSTALLATION OF ANY REQUIRED LANDSCAPE PLANTINGS.
9. COORDINATE ALL ACTIVITIES WITHIN THE TREE SAVE LIMITS WITH THE URBAN FORESTRY SPECIALIST, GARY TURNER, AT (704)-517-5664
CITY OF CHARLOTTE STANDARD NOTES FOR EROSION CONTROL:
1. ALL "STD" NUMBERS REFER TO THE CHARLOTTE LAND DEVELOPMENT STANDARD MANUAL
2. ON-SITE BURIAL PITS REQUIRE AN ON-SITE DEMOLITION PERMIT FROM THE ZONING ADMINISTRATOR.
3. ANY GRADING BEYOND THE DENUDED LIMITS SHOWN ON THE PLAN IS A VIOLATION OF THE CITY/COUNTY EROSION CONTROL ORDINANCE
AND IS SUBJECT TO A FINE.
4. GRADING MORE THAN ONE ACRE WITHOUT AN APPROVED EROSION CONTROL PLAN IS A VIOLATION OF THE CITY/COUNTY EROSION
CONTROL ORDINANCE AND IS SUBJECT TO A FINE.
5. ALL PERIMETER DIKES, SWALES, DITCHES, PERIMETER SLOPES AND STEEPER THAN 3 HORIZONTAL TO 1 VERTICAL (3:1) SHALL BE
PROVIDED TEMPORARY OR PERMANENT STABILIZATION WITH GROUND COVER AS SOON AS PRACTICABLE BUT IN ANY EVENT WITHIN SEVEN
(7) CALENDAR DAYS FROM THE LAST LAND -DISTURBING ACTIVITY.
6. ALL OTHER DISTURBED AREA SHALL BE PROVIDED TEMPORARY OF PERMANENT STABILIZATION WITH GROUND COVER AS SOON AS
PRACTICABLE BUT IN ANY EVENT WITHIN 14 CALENDAR DAYS FROM THE LAST LAND -DISTURBING ACTIVITY.
7. ADDITIONAL MEASURES TO CONTROL EROSION AND SEDIMENT MAY BE REQUIRED BY A REPRESENTATIVE OF THE CITY ENGINEERING
DEPARTMENT.
8. SLOPES SHALL BE GRADED NO STEEPER THAN 2:1. FILL SLOPES GREATER THAN TEN (10) FEET REQUIRE ADEQUATE TERRACING
[CLDSM#30.16].
9. A GRADING PLAN MUST BE SUBMITTED FOR ANY LOT GRADING EXCEEDING ONE (1) ACRE THAT WAS NOT PREVIOUSLY APPROVED.
10. DRIVEWAY PERMIT FOR CONSTRUCTION ENTRANCES IN NCDOT RIGHT OF WAY MUST BE PRESENTED AT PRE -CONSTRUCTION MEETING.
GRAPHIC SCALE
-60 0 30 60 120
( IN FEET )
1 inch = 60 ft.
DATE I ISSUED FOR
05/16/19 Initial Submittal to City of Charlotte & NCDOT
NORrlHC813�0�
N-9 CCw,.oe:.wc One -Call Center
REV
0
Know what's below.
0811 before you dig.
Engineer:
R. Joe Harris & Associates, Inc.
Engineering • Land Surveying • Planning
Management
127 Ben Casey Drive, Suite 101, Fort Mill, S.C. 29708 P: [phone]
www.rjoeharris.com
This drawing shall not be used for construction purposes until the
seal and signature of the responsible registrant appears on the
drawing, and proper permit forms and related fees are transmitted
by the Owner, Owner's Agent or Contractor to the Authority
having jurisdiction.
Corporate Seal
Engineer's Seal
r
CA/?
r CA /?o `,
♦♦♦♦```%S
�`♦��: �EESS/0 %'e?r ':
♦♦♦%":\\A
:�♦ z ..-OF ESS/ 0' y °.?.y''�
° Q ° s
CATAWBA PLANTATION
Q_
= C -41A68 z • _
=`_ ^� �v �-
: SEAL To
= f, 036836 A : =
= =
-,may FRiU &s ��,♦,.
.,, y .
Drawing No.
♦♦.
//Hunr�N`
//HunnN`
Project Manager
Drawn
J. Hegemann
R. Patel
Department Manager
Checked
P. Murphy
p Y
P. Murphy
p Y
Print/Plot Date
05-16-2019
Asbuilt Drawn
Asbuilt Date
Cli
Dependable Development, Inc
2656 BREKONRIDGE CENTRE DRIVE,104
MONROE, NORTH CAROLINA 28110
P: 704-238-1229
CATAWBA PLANTATION
TOWNHOMES PHASE -2
Drawing Title:
EROSION CONTROL
INITIAL PHASE
Project No.
Drawing No.
3108
DWG File Name:
3108 -Erosion Control
EC -1
Plan -Phase -2

4,321SF TURF
REINFORCEMENT
MATTING FOR SLOPES
GREATER THAN 3:1
(SC150 OR EQUAL
OR GREATER)
670 -- 6' 7,782SF TURF
+ REINFORCEMENT
MATTING FOR SLOPES
GREATER THAN 3:1
(SC150 OR EQUAL
670 OR GREATER)
LEGEND:
OVERALL LIMITS OF DISTURBANCE
Engineering • Land Surveying • Planning
TREE PROTECTION FENCING
-0--��
PROPOSED SILT FENCE
This drawing shall not be used for construction purposes until the
PROPOSED CONSTRUCTION ENTRANCE
drawing, and proper permit forms and related fees are transmitted
PROPOSED CONCENTRATION OUTLET
x -x
x -x
PROPOSED INLET PROTECTION
STD
PROPOSED TEMPORARY DITCH
2656 BREKONRIDGE CENTRE DRIVE,104
PROPOSED STOCK PILE
F °SOF 1-SSj . '9
......�.."''
9 _
�,t
PROPOSED BAFFLES
SEAL
_ .W s
z
vi+ 036836
'.0�.y
INSTALL 125LF
DOUBLE ROW SILT FENCE
.�..
.:'
-665
66
`
3108 -Erosion Control
EC -21
(C.O. To C.O.)
......i.....'
-..
INSTALL105LF
i'
. DO OW SILT
DOUBLE R
FENCE'.;
............
I .............
(END TO C.O.)
INSTALL 18LF
... .................
"
DOUBLE ROW SILT FENCE
LLt1 �� -6 0
" '
(C.O.TO SPILLWAY)
....... ........
. . I
INSTALL 48LF
z......
0
I.
............... ::
DOUBLE ROW SILT FENCE655_
(ENDTO END)
mil-.. -.-
' �....
,
"" 655 ...... ::
......... ......� ..
��.:.. ' .
2.. ' .... ......
oI .......
..........
' ' ..............
SPILLWAY (TYP.)
...' ..'' -6S
I.....
...
/
EX. STREAM
..........
�6p
INSTALL 133LF�
((
655
I
DOUBLE ROW SILT FENCE
(SPILLWAY TO C.O.)
o
I
0
.
c '
30' STREAM BUFFER...'
650
o ::::::::....::
FINAL SEDIMENT BASIN #1
...I.. ....""'.:: I' 640
DRAINAGE AREA = 7.90 AC.
I.."".
TOP BERM = 654.00
.. z 7'
SPILLWAY = 652.50
I BAFFLES (TYP.)
RISER WEIR = 652.00
CLEANOUT = 649.75
z I
BOTTOM BASIN = 648.00
...I
REQ. VOLUME = 14,220 CF
ACT. VOLUME= 49,693 CF
ICD
SPILLWAY LENGTH = 20 FT
RISER= 4'X 4' O.D. PCS
BARREL = 62LF 24" RCP @ 0.81%
SKIMMER INV = 649.00
SKIMMER SIZE = 4.00"
ORIFICE SIZE = 2.00"
I I :o:
L`
FOREBAY SPILLWAY
(ENSURE STONE IS CONSTRUCTED ALL
w
THE WAY TO THE BOTTOM OF POND)
0
FOREBAY
I
O
650LO
++ ) r
INSTALL 279LF
I:'
DOUBLE ROW SILT FENCE
:./
(
co
(C.O. TO C.O.)
..
�\
LO,
,
O
O
INSTALL 132LF
DOUBLE ROW SILT FENCE
''
(C.O. TO C.O.)
Q
'
�
'x.�-1•�"1``••'"
5 106SF TURF
J
i:............
is
6
REINFORCEMENT
MATTING FOR SLOPES
GREATER THAN 3:1
.............
(SC150 OR EQUAL INSTALL 128LF
.Y
�"����''. '
....
x
v`9 .'
x� •.�
OR GREATER) DOUBLE ROW SILT FENCE
I.. '.. ''' . '"'
650.
C
\65
C.O. TO C.O.
L....
645
" '
I.
1946
660
.
ff6
EX. STREAM
til. '' 64p
so
STAGGERED
I
CONCENTRATIONLO
OUTLET (TYP.)
I
X60.
30' STREAM BUFFER
'
INSTALL 135LF
\ ' ._ 46. ; '
......... ... .............
.....
co
DOUBLE ROW SILT FENCE
645'
(o
(C.O.TO SPILLWAY)
I
194S
INSTALL 37LF
.... ....
I
...............
DOUBLE ROW SILT FENCE
19
I'''.. 60
.......
........�.. x .
.... 650x ......
1
(SPILLWAY TO C.O.)
w
...
655 .... 650 '.....
.
INSTALL 149LF
.0
�'
............:� : :,r.4t :.....
� .. ...
SINGLE ROW SILT FENCE
(C.O. TO C.O.)
655
CONCENTRATION
6 SS
OUTLET (TYP.)
o
... ...
' F
f'... .. #
�.
.......
I
65$
INSTALL 39LF
L!
o
/• '
SINGLE ROW SILT FENCE
I
"
+ , ,•. '
(C.O. TO C.O.)
w
INSTALL 172LF
O
o
;' .
SINGLE ROW SILT FENCE
I
c(°o
.....� ...
(C.O. TO END)
m
( ,
..
{
CITY OF CHARLOTTE CONSTRUCTION SEQUENCE:
LJ
6p ' •...,. '
1)
OBTAIN GRADING/EROSION CONTROL PLAN APPROVAL FROM THE CITY OF CHARLOTTE ENGINEERING DEPARTMENT.
Q.
M
6
665
2)
SET UP AN ON-SITE PRECONSTRUCTION CONFERENCE WITH EROSION CONTROL INSPECTOR OF THE CITY ENGINEERING DEPARTMENT TO DISCUSS
I .,W
".,•:.
EROSION CONTROL MEASURES. FAILURE TO SCHEDULE SUCH CONFERENCE 48 HOURS PRIOR TO ANY LAND DISTURBANCE ACTIVITY IS A VIOLATION
I
LL
OF CHAPTER 17 OF THE CITY CODE AND IS SUBJECT TO A FINE.
I
LL
.. /
3)
INSTALL SILT FENCE, INLET PROTECTION, SEDIMENT TRAPS, DIVERSION DITCHES, TREE PROTECTION, AND OTHER MEASURE AS SHOWN ON THE
I
CO
U
PLANS, CLEARING ONLY AS NECESSARY TO INSTALL THESE DEVICES.
CO
CALL FOR ON-SITE INSPECTION BY INSPECTOR, WHEN APPROVED, INSPECTOR ISSUES THE GRADING PERMIT AND CLEARING AND GRUBBING MAY
CO
I4)
BEGIN.
U
5)
THE CONTRACTOR SHALL DILIGENTLY AND CONTINUOUSLY MAINTAIN ALL EROSION CONTROL DEVICES AND STRUCTURES.
I LO
0
6)
FOR PHASED EROSION CONTROL PLANS, CONTRACTOR SHALL MEET WITH EROSION CONTROL INSPECTOR PRIOR TO COMMENCING WITH EACH PHASE
IW I
OF EROSION CONTROL MEASURES.
W
'Y
7)
STABILIZE SITE AS AREAS ARE BROUGHT TO FINISHED GRADE...
0
`
8)
COORDINATE WITH EROSION CONTROL INSPECTOR PRIOR TO REMOVAL OF EROSION CONTROL MEASURES.
I
9)
ALL EROSION CONTROL MEASURES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE N.C. EROSION AND SEDIMENT CONTROL PLANNING AND
I
/
TREE SAVE
DESIGN MANUAL, U.S. DEPARTMENT OF AGRICULTURE, CITY OF CHARLOTTE EROSION CONTROL ORDINANCE, AND THE CHARLOTTE LAND
'
/
AREA
DEVELOPMENT STANDARDS MANUAL.
EROSION CONTROL CONSTRUCTION SEQUENCE.
665
�O
THE
CONTRACTOR IS TO MAKE EVERY EFFORT TO MINIMIZE THE AREA TO BE UNCOVERED, AS TO NOT UNCOVER MORE THAN 20 ACRES AT ONE TIME.
CLEARING AND GRUBBING ONLY AS NECESSARY FOR INSTALLATION OF PERIMETER CONTROLS. THE CONTRACTOR IS TO MAKE EVERY EFFORT TO
.
/
MINIMIZE THE AREA TO BE UNCOVERED, AS TO NOT UNCOVER MORE THAN 20 ACRES ATONE TIME. CLEARING AND GRUBBING ONLY AS NECESSARY FOR
/
/''''
�
"
.'''
co
INSTALLATION OF PERIMETER CONTROLS. IF MORE THAN 20 ACRES IS UNCOVERED, THE FOLLOWING CRITERIA MUST BE MET:
a. THE METHOD OF LIMITING THE TIME OF EXPOSURE AND AMOUNT OF EXPOSED AREA TO ACHIEVE THE OBJECTIVES OF THIS CHAPTER.
/
•9eGi<`
b. A CUT/FILL ANALYSIS THAT SHOWS WHERE SOIL WILL BE MOVED FROM ONE AREA OF THE TRACT TO ANOTHER AS GROUND ELEVATION IS CHANGED.
C. CONSTRUCTION SEQUENCE AND CONSTRUCTION PHASING TO JUSTIFY THE TIME AND AMOUNT OF EXPOSURE.''''''"
d. TECHNIQUES TO BE USED TO PREVENT SEDIMENTATION ASSOCIATED WITH LARGER DISTURBED AREAS.
ro-7
F,p .. ""
.:
1)
ADDITIONAL EROSION CONTROL MEASURES, STRUCTURES, AND DEVICES TO PREVENT SEDIMENTATION.
' :'
:'
J ...
2)
THE CONTRACTOR SHALL INSPECT AND MAINTAIN ALL TREE PROTECTION FENCING, SILT FENCE AND CONCENTRATION OUTLETS AFTER EACH
STORM EVENT.
/
3)
SKIMMER BASIN #1 SHALL BE CONVERTED TO PERMANENT WETPOND #1. SEEDING AND MATTING SHALL BE INSTALLED AS REQUIRED.
:' :
.: :'
.
4)
ONCE SEDIMENT AND EROSION CONTROL MEASURES ARE STABILIZED CLEARING AND GRUBBING OF REMAINDER OF SITE SHALL OCCUR.
..: .: .: '
/
/'..... ..... '... '...
5)
DAILY LOG SHALL BE MAINTAINED AND KEPT ON SITE AT ALL TIMES IN ACCORDANCE WITH THE NPDES PERMIT. DAILY LOG SHALL BE
_
READILY AVAILABLE FOR INSPECTION BY THE ENGINEER AND NCDEQ INSPECTOR AT ALL TIMES. DAILY LOG SHALL NOTE THE DATE,
CONSTRUCTION ACTIVITIES AND RAINFALL DATA (AT A MINIMUM).
4,321SF TURF
REINFORCEMENT
MATTING FOR SLOPES
GREATER THAN 3:1
(SC150 OR EQUAL
OR GREATER)
670 -- 6' 7,782SF TURF
+ REINFORCEMENT
MATTING FOR SLOPES
GREATER THAN 3:1
(SC150 OR EQUAL
670 OR GREATER)
LEGEND:
�C
0
U
E
a
VICINITY MAP - N.T.S.
GENERAL NOTE - GRADING/SITE DEVELOPMENT
1) ALL REQUIRED PERMITS MUST BE OBTAINED AND A COPY MAINTAINED ON SITE PRIOR TO COMMENCING WORK. ONCE
WORK BEGINS ANY CONSTRUCTION ENTRANCES SHOULD BE INSTALLED BEFORE ALL OTHER MEASURES FOLLOWED BY
ANY NEEDED CULVERTS. THE PERIMETER CONTROLS ARE THEN TO BE INSTALLED WITH ONLY THE DISTURBANCE
NECESSARY FOR THEIR CONSTRUCTION. ALL REQUIRED EROSION CONTROL DEVICES SHALL BE INSTALLED PRIOR TO
THE INSTALLATION OF ANY UNDERGROUND UTILITIES OR SITE GRADING ACTIVITIES. SEETHE APPLICABLE PLAN SHEETS
FOR THE NECESSARY EROSION CONTROL REQUIREMENTS, MAINTENANCE AND STABILIZATION OF THE WORK SITE.
2) DURING CONSTRUCTION AND UNTIL TURF IS ESTABLISHED, ALL EROSION DEVICES SHALL BE MONITORED AND
MAINTAINED PER THE SPECIFIED MAINTENANCE SCHEDULE (SEE EROSION CONTROL PLAN SHEETS). ALL COMPLETED
WORK AREAS THAT HAVE BEEN BROUGHT TO GRADE SHALL BE SEEDED AND MULCHED.
3) CONTRACTOR SHALL VERIFY ALL FIELD CONDITIONS PRIOR TO BEGINNING WORK. CONTRACTOR SHALL VERIFY
LOCATION AND DEPTH OF ALL APPLICABLE UTILITIES AFFECTING THE PROJECT (ON AND OFF SITE).
4) THE CONTRACTOR SHALL CONTACT THE NORTH CAROLINA ONE -CALL CENTER AT 8-1-1 AT LEAST 72 HOURS IN ADVANCE
OF THE CONSTRUCTION. INDIVIDUAL UTILITY AGENCIES NOT PARTICIPATING IN THE ONE -CALL PROGRAM SHALL BE
CONTACTED INDEPENDENTLY BY THE CONTRACTOR.
5) UPON VERIFICATION OF THE LOCATION AND DEPTH OF ALL UTILITIES, CONTRACTOR SHALL VERIFY THAT THERE ARE NO
CONFLICTS WITH THE EXISTING UTILITIES. ANY CONFLICTS SHALL BE REPORTED TO THE ENGINEER FOR EVALUATION
AND REDESIGN (IF NECESSARY). THE CONTRACTOR SHALL NOT COMMENCE WORK IN THE AREA UNTIL THE CONFLICT IS
RESOLVED.
6) ALL EXCAVATION FOR THIS PROJECT SHALL BE CONSIDERED UNCLASSIFIED, UNLESS SPECIAL PROVISIONS ARE STATED
IN THE CONTRACT DOCUMENTS.
7) DURING EXCAVATION, ALL FOREIGN DEBRIS AND UNSUITABLE FILL MATERIALS SHALL BE REMOVED AND DISPOSED OF
OFFSITE OR LOCATION APPROVED BY OWNER.
8) ON-SITE BURIAL PITS, WHEN APPROVED, SHALL BE CLEARLY MARKED ON THE FIELD RECORD DRAWINGS ANDA COPY
OF THOSE DRAWINGS SHALL BE PROVIDED TO THE OWNER. THE USE OF BURIAL PITS SHALL BE COORDINATED WITH
THE OWNER AND ENGINEER PRIOR TO USE.
9) ALL FILL SHALL BE COMPACTED TO 95% STANDARD PROCTOR (ASTM D698) MAXIMUM DRY DENSITY FOR SPECIFIED
MATERIAL. "LIGHTWEIGHT" OR HIGHLY PLASTIC SOILS SHALL NOT BE USED AS FILL UNDER ROADWAYS, BUILDINGS AND
OTHER STRUCTURAL AREAS. LIGHTWEIGHT OR PLASTIC SOILS AS DEFINED BY THE GEOTECHNICAL ENGINEER. 100%
STANDARD PROCTOR OF MAXIMUM DRY DENSITY SHALL BE ATTAINED FOR DRIVEWAYS, PARKING LOTS AND BUILDINGS
(UPPER 12" OF SUBGRADE).
10) AREAS CUT TO GRADE (RESIDUAL SOILS) SHALL BE PROOFROLLED (MIN. 50,000 LBS) OR TESTED BY OTHER MEANS TO
ENSURE THAT MATERIAL IS SUITABLE FOR STRUCTURAL LOADING. PLASTIC SOILS SHALL BE UNDERCUT AND DISPOSED
OF OFFSITE OR LOCATION APPROVED BY OWNER AND REPLACED WITH SUITABLE FILL MATERIAL, AS DIRECTED BY THE
GEOTECHNICAL ENGINEER.
11) ALL FILL FOR STRUCTURAL AREAS SHALL BE PLACED IN 8"-12" LIFTS AND COMPACTED TO 100% STANDARD PROCTOR
MAXIMUM DRY DENSITY (ASTM D698) AT NEAR OPTIMUM MOISTURE CONTENT FOR UPPER 12" AS MEASURED FROM
FINISHED GRADE (TOLERANCE SHALL BE +/- 2%).
12) FILL SLOPES SHALL BE GRADED NO STEEPER THAN 3:1. SLOPES STEEPER THAN 3:1 MAY REQUIRE THE USE OF EROSION
CONTROL BLANKETS (ECBs) TO MINIMIZE AND PREVENT EROSION OF THE SLOPES.
13) IF NECESSARY, SLOPES WHICH EXCEED EIGHT (8) VERTICAL FEET MAY REQUIRE THE USE OF SYNTHETIC OR
VEGETATIVE MATS, IN ADDITION TO NORMAL SEEDING.
14) COMPACTION WITHIN ROAD RIGHTS-OF-WAY SHALL BE AS REQUIRED BY THE GOVERNING AGENCY. AT A MINIMUM, THE
FOLLOWING STANDARDS SHALL BE MET:
A. SUBGRADE SHALL BE COMPACTED TO 100% STANDARD PROCTOR MAXIMUM DRY DENSITY (UPPER 12").
B. AGGREGATE BASE COURSE SHALL BE COMPACTED TO 100% MODIFIED PROCTOR MAXIMUM DENSITY.
C. INTERMEDIATE AND SURFACE HOT MIX ASPHALT COURSES SHALL BE COMPACTED TO A MIN. OF 92% MAXIMUM
SPECIFIC GRAVITY.
D. SUBGRADE AND BASE COURSE SHALL BE PROOFROLLED (50,000 LBS MIN.). HOT MIX ASHALT TEMPERATURE AT TIME
OF LAYDOWN SHALL BE WITHIN 20°F OF THE PLANT MIX
E. TEMPERATURE (MIN. TEMPERATURE SHALL BE NO LESS THAN 220-230 DEGREES). VARIATIONS OF THE MINIMUM
REQUIREMENTS CAN BE CONSIDERED ON A CASE-BY-CASE BASIS AND
F. MUST BE APPROVED BY THE GEOTECHNICAL ENGINEER.
15) THE CONSTRUCTION OF ALL STREETS AND DRAINAGE IMPROVEMENTS LOCATED WITHIN THE ROADWAY RIGHT-OF-WAY
SHALL BE GOVERNED BY THE CITY AND/OR STATE DEPARTMENT OF TRANSPORTATION.
16) RIGHT-OF-WAY ARE THE MAINTENANCE RESPONSIBILITY OF THE INDIVIDUAL PROPERTY OWNER OR HOMEOWNERS
ASSOCIATION (HOA), UNLESS OTHERWISE SPECIFIED. WHEN REQUIRED, PRIVATE DRAINAGE EASEMENTS SHALL BE
APPLIED AND ANY OBSTRUCTION OR ENCROACHMENT INTO SAID EASEMENT IS PROHIBITED. HOMEOWNER OR BUILDER
IS SOLELY AT RISK FOR THE REMOVAL AND/OR DAMAGE OF HARDSCAPES, LANDSCAPING, STRUCTURES OR OTHER
IMPROVEMENTS PLACED WITHIN THE EASEMENTS SHOULD MAINTENANCE NEED TO BE PERFORMED.
17) THE BUILDER SHALL BE RESPONSIBLE FOR MEETING THE BUILDING FOUNDATION DRAINAGE REQUIREMENTS AS
SPECIFIED IN THE INTERNATIONAL RESIDENTIAL CODE (CURRENT VERSION AS ADOPTED BY GOVERNING AGENCY).
18) ENGINEER DOES NOT WARRANT THAT ANY OR ALL LOTS HAVE BEEN SETUP TO MEET THE BUILDING FOUNDATION
DRAINAGE REQUIREMENTS SET FORTH IN THE INTERNATIONAL RESIDENTIAL CODE.
19) BUILDER SHALL BE RESPONSIBLE FOR MAINTAINING THE ESTABLISHED DRAINAGE PATTERNS OR ENSURING THAT ANY
ALTERATIONS TO THE ESTABLISHED DRAINAGE PATTERNS WILL NOT ADVERSELY IMPACT THE RECEIVING STORM
DRAINAGE SYSTEM AND/OR DOWNSTREAM PROPERTY OWNER.
20) FINAL ELEVATIONS ARE SUBJECT TO CHANGE BASED UPON SITE CONDITIONS, CONSTRUCTION TOLERANCES BY AND
BETWEEN OWNER/CONTRACTOR, AND OTHER CONDITIONS.
TREE PROTECTION NOTES FOR SUBDIVISION:
1. TREE PROTECTION FENCE/BARRICADES MUST MEET OR EXCEED TREE ORDINANCE REQUIREMENTS.
2. TREE PROTECTION FENCE/BARRICADES MUST BE INSTALLED BEFORE ANY DEMOLITION/CLEARING/
GRADING/CONSTRUCTION AND NOT REMOVED UNTIL AFTER AN INSPECTION BY URBAN FORESTRY
3. NO SOIL DISTURBANCE OR COMPACTION, CONSTRUCTION MATERIALS, TRAFFIC, BURIAL PITS, TRENCHING OR
OTHER LAND DISTURBING ACTIVITIES ALLOWED IN TREE SAVE AREAS.
4. VIOLATIONS OF THE TREE PROTECTION REQUIREMENTS ARE SUBJECT TO FINES, AND/OR IMMEDIATE CORRECTIVE
ACTION/MITIGATION.
5. ALL TREES ON PUBLIC PROPERTY ARE PROTECTED BY ORDINANCE AND REMOVAL MUST BE APPROVED BY THE CITY
ARBORIST @ [phone].
6. SHOW TREE PROTECTION FENCE AT LEAST 5 FEET BEYOND THE DRIPLINE OF THE DESIGNATED TREE SAVE AREA(S)
WHENEVER POSSIBLE AT NO LESS THAN THE LOCATIONS SHOWN ON SITE PLAN
7. TREE SAVE FENCING MAY BE REMOVED/OMITTED UPON ALL COMPLETED AND BUILT -OUT PORTIONS OF THE
DEVELOPMENT (EXAMPLE: OCCUPIED HOME LOTS).
8. TREE PROTECTION FENCE MAYBE TEMPORARILY REMOVED AND REPLACED FOR APPROVED UTILITY/STORM
DRAINAGE WORK AND INSTALLATION OF ANY REQUIRED LANDSCAPE PLANTINGS.
9. COORDINATE ALL ACTIVITIES WITHIN THE TREE SAVE LIMITS WITH THE URBAN FORESTRY SPECIALIST, GARY TURNER,
AT (704)-517-5664
CITY OF CHARLOTTE STANDARD NOTES FOR EROSION CONTROL:
1. ALL "STD" NUMBERS REFER TO THE CHARLOTTE LAND DEVELOPMENT STANDARD MANUAL
2. ON-SITE BURIAL PITS REQUIRE AN ON-SITE DEMOLITION PERMIT FROM THE ZONING ADMINISTRATOR.
3. ANY GRADING BEYOND THE DENUDED LIMITS SHOWN ON THE PLAN IS A VIOLATION OF THE CITY/COUNTY EROSION
CONTROL ORDINANCE AND IS SUBJECT TO A FINE.
4. GRADING MORE THAN ONE ACRE WITHOUT AN APPROVED EROSION CONTROL PLAN IS A VIOLATION OF THE
CITY/COUNTY EROSION CONTROL ORDINANCE AND IS SUBJECT TO A FINE.
5. ALL PERIMETER DIKES, SWALES, DITCHES, PERIMETER SLOPES AND STEEPER THAN 3 HORIZONTAL TO 1 VERTICAL
(3:1) SHALL BE PROVIDED TEMPORARY OR PERMANENT STABILIZATION WITH GROUND COVER AS SOON AS
PRACTICABLE BUT IN ANY EVENT WITHIN SEVEN (7) CALENDAR DAYS FROM THE LAST LAND -DISTURBING ACTIVITY.
6. ALL OTHER DISTURBED AREA SHALL BE PROVIDED TEMPORARY OF PERMANENT STABILIZATION WITH GROUND
COVER AS SOON AS PRACTICABLE BUT IN ANY EVENT WITHIN 14 CALENDAR DAYS FROM THE LAST LAND -DISTURBING
ACTIVITY.
7. ADDITIONAL MEASURES TO CONTROL EROSION AND SEDIMENT MAY BE REQUIRED BY A REPRESENTATIVE OF THE
CITY ENGINEERING DEPARTMENT.
8. SLOPES SHALL BE GRADED NO STEEPER THAN 2:1. FILL SLOPES GREATER THAN TEN (10) FEET REQUIRE ADEQUATE
TERRACING [CLDSM#30.161.
9. A GRADING PLAN MUST BE SUBMITTED FOR ANY LOT GRADING EXCEEDING ONE (1) ACRE THAT WAS NOT PREVIOUSLY
APPROVED.
10. DRIVEWAY PERMIT FOR CONSTRUCTION ENTRANCES IN NCDOT RIGHT OF WAY MUST BE PRESENTED AT
PRE -CONSTRUCTION MEETING.
GRAPHIC SCALE
-60 0 30 60 120
( IN FEET )
1 inch = 60 ft.
DATE ISSUED FOR REV
05/16/19 Initial Submittal to City of Charlotte & NCDOT 0
NORrlHCNQ130L/IVAI
N-9 CA - L.4 One -Call Center
0
Know what's below.
0811 before you dig.
Engineer:
OVERALL LIMITS OF DISTURBANCE
Engineering • Land Surveying • Planning
TREE PROTECTION FENCING
-0--��
PROPOSED SILT FENCE
This drawing shall not be used for construction purposes until the
PROPOSED CONSTRUCTION ENTRANCE
drawing, and proper permit forms and related fees are transmitted
PROPOSED CONCENTRATION OUTLET
x -x
x -x
PROPOSED INLET PROTECTION
STD
PROPOSED TEMPORARY DITCH
2656 BREKONRIDGE CENTRE DRIVE,104
PROPOSED STOCK PILE
F °SOF 1-SSj . '9
PROPOSED RIP RAP
9 _
�,t
PROPOSED BAFFLES
�C
0
U
E
a
VICINITY MAP - N.T.S.
GENERAL NOTE - GRADING/SITE DEVELOPMENT
1) ALL REQUIRED PERMITS MUST BE OBTAINED AND A COPY MAINTAINED ON SITE PRIOR TO COMMENCING WORK. ONCE
WORK BEGINS ANY CONSTRUCTION ENTRANCES SHOULD BE INSTALLED BEFORE ALL OTHER MEASURES FOLLOWED BY
ANY NEEDED CULVERTS. THE PERIMETER CONTROLS ARE THEN TO BE INSTALLED WITH ONLY THE DISTURBANCE
NECESSARY FOR THEIR CONSTRUCTION. ALL REQUIRED EROSION CONTROL DEVICES SHALL BE INSTALLED PRIOR TO
THE INSTALLATION OF ANY UNDERGROUND UTILITIES OR SITE GRADING ACTIVITIES. SEETHE APPLICABLE PLAN SHEETS
FOR THE NECESSARY EROSION CONTROL REQUIREMENTS, MAINTENANCE AND STABILIZATION OF THE WORK SITE.
2) DURING CONSTRUCTION AND UNTIL TURF IS ESTABLISHED, ALL EROSION DEVICES SHALL BE MONITORED AND
MAINTAINED PER THE SPECIFIED MAINTENANCE SCHEDULE (SEE EROSION CONTROL PLAN SHEETS). ALL COMPLETED
WORK AREAS THAT HAVE BEEN BROUGHT TO GRADE SHALL BE SEEDED AND MULCHED.
3) CONTRACTOR SHALL VERIFY ALL FIELD CONDITIONS PRIOR TO BEGINNING WORK. CONTRACTOR SHALL VERIFY
LOCATION AND DEPTH OF ALL APPLICABLE UTILITIES AFFECTING THE PROJECT (ON AND OFF SITE).
4) THE CONTRACTOR SHALL CONTACT THE NORTH CAROLINA ONE -CALL CENTER AT 8-1-1 AT LEAST 72 HOURS IN ADVANCE
OF THE CONSTRUCTION. INDIVIDUAL UTILITY AGENCIES NOT PARTICIPATING IN THE ONE -CALL PROGRAM SHALL BE
CONTACTED INDEPENDENTLY BY THE CONTRACTOR.
5) UPON VERIFICATION OF THE LOCATION AND DEPTH OF ALL UTILITIES, CONTRACTOR SHALL VERIFY THAT THERE ARE NO
CONFLICTS WITH THE EXISTING UTILITIES. ANY CONFLICTS SHALL BE REPORTED TO THE ENGINEER FOR EVALUATION
AND REDESIGN (IF NECESSARY). THE CONTRACTOR SHALL NOT COMMENCE WORK IN THE AREA UNTIL THE CONFLICT IS
RESOLVED.
6) ALL EXCAVATION FOR THIS PROJECT SHALL BE CONSIDERED UNCLASSIFIED, UNLESS SPECIAL PROVISIONS ARE STATED
IN THE CONTRACT DOCUMENTS.
7) DURING EXCAVATION, ALL FOREIGN DEBRIS AND UNSUITABLE FILL MATERIALS SHALL BE REMOVED AND DISPOSED OF
OFFSITE OR LOCATION APPROVED BY OWNER.
8) ON-SITE BURIAL PITS, WHEN APPROVED, SHALL BE CLEARLY MARKED ON THE FIELD RECORD DRAWINGS ANDA COPY
OF THOSE DRAWINGS SHALL BE PROVIDED TO THE OWNER. THE USE OF BURIAL PITS SHALL BE COORDINATED WITH
THE OWNER AND ENGINEER PRIOR TO USE.
9) ALL FILL SHALL BE COMPACTED TO 95% STANDARD PROCTOR (ASTM D698) MAXIMUM DRY DENSITY FOR SPECIFIED
MATERIAL. "LIGHTWEIGHT" OR HIGHLY PLASTIC SOILS SHALL NOT BE USED AS FILL UNDER ROADWAYS, BUILDINGS AND
OTHER STRUCTURAL AREAS. LIGHTWEIGHT OR PLASTIC SOILS AS DEFINED BY THE GEOTECHNICAL ENGINEER. 100%
STANDARD PROCTOR OF MAXIMUM DRY DENSITY SHALL BE ATTAINED FOR DRIVEWAYS, PARKING LOTS AND BUILDINGS
(UPPER 12" OF SUBGRADE).
10) AREAS CUT TO GRADE (RESIDUAL SOILS) SHALL BE PROOFROLLED (MIN. 50,000 LBS) OR TESTED BY OTHER MEANS TO
ENSURE THAT MATERIAL IS SUITABLE FOR STRUCTURAL LOADING. PLASTIC SOILS SHALL BE UNDERCUT AND DISPOSED
OF OFFSITE OR LOCATION APPROVED BY OWNER AND REPLACED WITH SUITABLE FILL MATERIAL, AS DIRECTED BY THE
GEOTECHNICAL ENGINEER.
11) ALL FILL FOR STRUCTURAL AREAS SHALL BE PLACED IN 8"-12" LIFTS AND COMPACTED TO 100% STANDARD PROCTOR
MAXIMUM DRY DENSITY (ASTM D698) AT NEAR OPTIMUM MOISTURE CONTENT FOR UPPER 12" AS MEASURED FROM
FINISHED GRADE (TOLERANCE SHALL BE +/- 2%).
12) FILL SLOPES SHALL BE GRADED NO STEEPER THAN 3:1. SLOPES STEEPER THAN 3:1 MAY REQUIRE THE USE OF EROSION
CONTROL BLANKETS (ECBs) TO MINIMIZE AND PREVENT EROSION OF THE SLOPES.
13) IF NECESSARY, SLOPES WHICH EXCEED EIGHT (8) VERTICAL FEET MAY REQUIRE THE USE OF SYNTHETIC OR
VEGETATIVE MATS, IN ADDITION TO NORMAL SEEDING.
14) COMPACTION WITHIN ROAD RIGHTS-OF-WAY SHALL BE AS REQUIRED BY THE GOVERNING AGENCY. AT A MINIMUM, THE
FOLLOWING STANDARDS SHALL BE MET:
A. SUBGRADE SHALL BE COMPACTED TO 100% STANDARD PROCTOR MAXIMUM DRY DENSITY (UPPER 12").
B. AGGREGATE BASE COURSE SHALL BE COMPACTED TO 100% MODIFIED PROCTOR MAXIMUM DENSITY.
C. INTERMEDIATE AND SURFACE HOT MIX ASPHALT COURSES SHALL BE COMPACTED TO A MIN. OF 92% MAXIMUM
SPECIFIC GRAVITY.
D. SUBGRADE AND BASE COURSE SHALL BE PROOFROLLED (50,000 LBS MIN.). HOT MIX ASHALT TEMPERATURE AT TIME
OF LAYDOWN SHALL BE WITHIN 20°F OF THE PLANT MIX
E. TEMPERATURE (MIN. TEMPERATURE SHALL BE NO LESS THAN 220-230 DEGREES). VARIATIONS OF THE MINIMUM
REQUIREMENTS CAN BE CONSIDERED ON A CASE-BY-CASE BASIS AND
F. MUST BE APPROVED BY THE GEOTECHNICAL ENGINEER.
15) THE CONSTRUCTION OF ALL STREETS AND DRAINAGE IMPROVEMENTS LOCATED WITHIN THE ROADWAY RIGHT-OF-WAY
SHALL BE GOVERNED BY THE CITY AND/OR STATE DEPARTMENT OF TRANSPORTATION.
16) RIGHT-OF-WAY ARE THE MAINTENANCE RESPONSIBILITY OF THE INDIVIDUAL PROPERTY OWNER OR HOMEOWNERS
ASSOCIATION (HOA), UNLESS OTHERWISE SPECIFIED. WHEN REQUIRED, PRIVATE DRAINAGE EASEMENTS SHALL BE
APPLIED AND ANY OBSTRUCTION OR ENCROACHMENT INTO SAID EASEMENT IS PROHIBITED. HOMEOWNER OR BUILDER
IS SOLELY AT RISK FOR THE REMOVAL AND/OR DAMAGE OF HARDSCAPES, LANDSCAPING, STRUCTURES OR OTHER
IMPROVEMENTS PLACED WITHIN THE EASEMENTS SHOULD MAINTENANCE NEED TO BE PERFORMED.
17) THE BUILDER SHALL BE RESPONSIBLE FOR MEETING THE BUILDING FOUNDATION DRAINAGE REQUIREMENTS AS
SPECIFIED IN THE INTERNATIONAL RESIDENTIAL CODE (CURRENT VERSION AS ADOPTED BY GOVERNING AGENCY).
18) ENGINEER DOES NOT WARRANT THAT ANY OR ALL LOTS HAVE BEEN SETUP TO MEET THE BUILDING FOUNDATION
DRAINAGE REQUIREMENTS SET FORTH IN THE INTERNATIONAL RESIDENTIAL CODE.
19) BUILDER SHALL BE RESPONSIBLE FOR MAINTAINING THE ESTABLISHED DRAINAGE PATTERNS OR ENSURING THAT ANY
ALTERATIONS TO THE ESTABLISHED DRAINAGE PATTERNS WILL NOT ADVERSELY IMPACT THE RECEIVING STORM
DRAINAGE SYSTEM AND/OR DOWNSTREAM PROPERTY OWNER.
20) FINAL ELEVATIONS ARE SUBJECT TO CHANGE BASED UPON SITE CONDITIONS, CONSTRUCTION TOLERANCES BY AND
BETWEEN OWNER/CONTRACTOR, AND OTHER CONDITIONS.
TREE PROTECTION NOTES FOR SUBDIVISION:
1. TREE PROTECTION FENCE/BARRICADES MUST MEET OR EXCEED TREE ORDINANCE REQUIREMENTS.
2. TREE PROTECTION FENCE/BARRICADES MUST BE INSTALLED BEFORE ANY DEMOLITION/CLEARING/
GRADING/CONSTRUCTION AND NOT REMOVED UNTIL AFTER AN INSPECTION BY URBAN FORESTRY
3. NO SOIL DISTURBANCE OR COMPACTION, CONSTRUCTION MATERIALS, TRAFFIC, BURIAL PITS, TRENCHING OR
OTHER LAND DISTURBING ACTIVITIES ALLOWED IN TREE SAVE AREAS.
4. VIOLATIONS OF THE TREE PROTECTION REQUIREMENTS ARE SUBJECT TO FINES, AND/OR IMMEDIATE CORRECTIVE
ACTION/MITIGATION.
5. ALL TREES ON PUBLIC PROPERTY ARE PROTECTED BY ORDINANCE AND REMOVAL MUST BE APPROVED BY THE CITY
ARBORIST @ [phone].
6. SHOW TREE PROTECTION FENCE AT LEAST 5 FEET BEYOND THE DRIPLINE OF THE DESIGNATED TREE SAVE AREA(S)
WHENEVER POSSIBLE AT NO LESS THAN THE LOCATIONS SHOWN ON SITE PLAN
7. TREE SAVE FENCING MAY BE REMOVED/OMITTED UPON ALL COMPLETED AND BUILT -OUT PORTIONS OF THE
DEVELOPMENT (EXAMPLE: OCCUPIED HOME LOTS).
8. TREE PROTECTION FENCE MAYBE TEMPORARILY REMOVED AND REPLACED FOR APPROVED UTILITY/STORM
DRAINAGE WORK AND INSTALLATION OF ANY REQUIRED LANDSCAPE PLANTINGS.
9. COORDINATE ALL ACTIVITIES WITHIN THE TREE SAVE LIMITS WITH THE URBAN FORESTRY SPECIALIST, GARY TURNER,
AT (704)-517-5664
CITY OF CHARLOTTE STANDARD NOTES FOR EROSION CONTROL:
1. ALL "STD" NUMBERS REFER TO THE CHARLOTTE LAND DEVELOPMENT STANDARD MANUAL
2. ON-SITE BURIAL PITS REQUIRE AN ON-SITE DEMOLITION PERMIT FROM THE ZONING ADMINISTRATOR.
3. ANY GRADING BEYOND THE DENUDED LIMITS SHOWN ON THE PLAN IS A VIOLATION OF THE CITY/COUNTY EROSION
CONTROL ORDINANCE AND IS SUBJECT TO A FINE.
4. GRADING MORE THAN ONE ACRE WITHOUT AN APPROVED EROSION CONTROL PLAN IS A VIOLATION OF THE
CITY/COUNTY EROSION CONTROL ORDINANCE AND IS SUBJECT TO A FINE.
5. ALL PERIMETER DIKES, SWALES, DITCHES, PERIMETER SLOPES AND STEEPER THAN 3 HORIZONTAL TO 1 VERTICAL
(3:1) SHALL BE PROVIDED TEMPORARY OR PERMANENT STABILIZATION WITH GROUND COVER AS SOON AS
PRACTICABLE BUT IN ANY EVENT WITHIN SEVEN (7) CALENDAR DAYS FROM THE LAST LAND -DISTURBING ACTIVITY.
6. ALL OTHER DISTURBED AREA SHALL BE PROVIDED TEMPORARY OF PERMANENT STABILIZATION WITH GROUND
COVER AS SOON AS PRACTICABLE BUT IN ANY EVENT WITHIN 14 CALENDAR DAYS FROM THE LAST LAND -DISTURBING
ACTIVITY.
7. ADDITIONAL MEASURES TO CONTROL EROSION AND SEDIMENT MAY BE REQUIRED BY A REPRESENTATIVE OF THE
CITY ENGINEERING DEPARTMENT.
8. SLOPES SHALL BE GRADED NO STEEPER THAN 2:1. FILL SLOPES GREATER THAN TEN (10) FEET REQUIRE ADEQUATE
TERRACING [CLDSM#30.161.
9. A GRADING PLAN MUST BE SUBMITTED FOR ANY LOT GRADING EXCEEDING ONE (1) ACRE THAT WAS NOT PREVIOUSLY
APPROVED.
10. DRIVEWAY PERMIT FOR CONSTRUCTION ENTRANCES IN NCDOT RIGHT OF WAY MUST BE PRESENTED AT
PRE -CONSTRUCTION MEETING.
GRAPHIC SCALE
-60 0 30 60 120
( IN FEET )
1 inch = 60 ft.
DATE ISSUED FOR REV
05/16/19 Initial Submittal to City of Charlotte & NCDOT 0
NORrlHCNQ130L/IVAI
N-9 CA - L.4 One -Call Center
0
Know what's below.
0811 before you dig.
Engineer:
R. Joe Harris & Associates, Inc.
Engineering • Land Surveying • Planning
Management
127 Ben Casey Drive, Suite 101, Fort Mill, S.C. 29708 P: [phone]
www.rjoeharris.com
This drawing shall not be used for construction purposes until the
seal and signature of the responsible registrant appears on the
drawing, and proper permit forms and related fees are transmitted
by the Owner, Owner's Agent or Contractor to the Authority
having jurisdiction.
Corporate Seal
Engineer's Seal
Dependable Development, Inc
2656 BREKONRIDGE CENTRE DRIVE,104
• �E ES S/0 ° . 9
F °SOF 1-SSj . '9
CATAWBA PLANTATION
9 _
�,t
_mem SEAL z^ -
C- ;• C-4168
SEAL
_ .W s
z
vi+ 036836
'.0�.y
q °�`''d� o^
SS���``.
,,SICK L
Alo-ol
nllo"'
''//111111111``.
Project Manager
Drawn
J. Hegemann
R. Patel
Department Manager
Checked
P. Murphy
P. Murphy
Print/Plot Date
05-16-2019
Asbuilt Drawn
Asbuilt Date
Cli
Dependable Development, Inc
2656 BREKONRIDGE CENTRE DRIVE,104
MONROE, NORTH CAROLINA 28110
P: 704-238-1229
CATAWBA PLANTATION
TOWNHOMES PHASE -2
Drawing Title:
EROSION CONTROL
FINAL PHASE
Project No.
Drawing No.
3108
DWG File Name:
3108 -Erosion Control
EC -21
Plan -Phase -2

STEEL POST
WIRE FENCING
WOVEN FILTER FABRIC
C
8' MAX_
CONCENTRATION OUTLETS - SILT FENCE
c0
m
v
N
INSPECTION AND MAINTENANCE N
INSPECT EVERY SEVEN CALENDAR DAYS. CHECK FOR SEDIMENT BUILDUP AND WIREE/STONE INTEGRITY. CHECK WHERE RUNOFF
HAS ERODED AROUND THE OUTLET, OR WHERE THE WIRE HAS SAGGED OR COLLAPSED BY OVERTOPPING. REMOVE SEDIMENT
ACCUMULATED AGAINST THE STONE WHEN IT REACHES 1/3 THE HEIGHT OF THE STONE, ESPECIALLY IF HEAVY RAINS ARE EXPECTED.
REMOVE TRAPPED SEDIMENT FROM THE SITE OR STABILIZE IT ON SITE.
REMOVE CONCENTRATION OUTLET WITHIN 30 DAYS AFTER FINAL STABILIZATION IS ACHIEVED OR AFTER TEMPORARY BEST
MANAGEMENT PRACTICES (BMPS) ARE NO LONGER NEEDED. PERMANENTLY STABILIZE DISTURBED AREAS RESULTING FROM OUTLET
REMOVAL.
GENERAL NOTES:
1. AREA UNDER EMBANKMENT SHALL BE CLEARED, GRUBBED, AND STRIPPED OF ANY VEGETATION AND ROOT MATERIAL. THE BASIN AREA SHALL BE CLEARED.
2. THE FILL MATERIAL FOR THE EMBANKMENT SHALL BE FREE OF ROOTS OR OTHER WOODY VEGETATION AS WELL AS OVERSIZED STONES, ROCKS,
ORGANIC MATERIAL OR OTHER OBJECTIONABLE MATERIAL. THE EMBANKMENT SHALL BE COMPACTED BY TRAVERSING WITH EQUIPMENT WHILE BEING
CONSTRUCTED. SPILLWAYS SHOULD NOT BE CONSTRUCTED THROUGH FILL SECTIONS. ALL SPILLWAYS SHOULD BE LINED AND/OR RIPRAPPED.
3. SEDIMENT SHALL BE REMOVED AND TRAP RESTORED TO ITS ORIGINAL DIMENSIONS WHEN THE SEDIMENT HAS ACCUMULATED TO DEPTH SHOWN ON STANDARD.
REMOVED SEDIMENT SHALL BE DEPOSITED IN A SUITABLE AREA IN SUCH A MANNER THAT IT WILL NOT ERODE.
4. THE TRAP SHALL BE INSPECTED AFTER EACH RAIN AND REPAIRS MADE AS NECESSARY.
5. CONSTRUCTION OPERATION SHALL BE CARRIED OUT IN SUCH A MANNER THAT EROSION AND WATER POLLUTION IS MINIMIZED.
6. ALL CUT AND FILL SLOPES SHALL BE 2:1 OR FLATTER, UNLESS CERTIFIED BY REGISTERED GEOTECHICAL ENGINEER.
7. SEDIMENT BASIN EMBANKMENTS SHOULD BE PROVIDED WITH EROSION CONTROL AND STABILIZATION.
8. STORAGE AREA MAY BE CONSTRUCTED IN ANY SHAPE PROVIDED THE MINIMUM STORAGE VOLUME REQUIREMENT IS MET. THE BASIN SHOULD
ALSO BE ORIENTED SUCH THAT THE FILTER AND THE MAIN FLOW OF WATER AND SEDIMENT ARE ON OPPOSITE ENDS ON THE LONGER BASIN
DIMENSIONS.
9. THE LENGTH OF THE STONE OUTLET (SPILLWAY) IS TO BE BASED ON A 10 YEAR STORM.
10. WHENEVER TOPOGRAPHY ALLOWS, THE BASIN LENGTH SHOULD BE TWICE (2X) THE BASIN WIDTH, TO ALLOW FOR SETTLING.
BAFFLES SHALL BE INSTALLED IN ALL BASINS.
11. CLEANOUT STAKES SHALL BE PLACED IN ALL SEDIMENT BASINS AT THE LOW POINT IN THE BASIN. THE STAKES SHALL BE MARKED
SHOWING THE HALF FULL, CLEANOUT POINT, OF THE BASIN.
12. SAFETY FENCING 3' HIGH SHOULD BE PLACED AROUND ALL SEDIMENT BASINS.
13. FOR DESIGN OF SEDIMENT BASINS, REFER TO THE NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES,
EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL.
14. FOR SLOPES GREATER THAN 10' IN LENGTH AND PROTECTED BY SILT FENCE AT THE TOE OF THE SLOPE, SLOPE TERRACING WILL BE REQUIRED.
15. THE BERM ON SEDIMENT BASINS SHALL BE SEEDED ONCE FINAL GRADE HAS BEEN REACHED. THE SILT FENCE MAY BE REMOVED IF PERMISSION
HAS BEEN GRANTED BY THE CITY LAND DEVELOPMENT INSPECTOR AFTER THE GRASS HAS GERMINATED AND STABLE GROUND HAS BEEN
ESTABLISHED.
16. WASHED STONE AND WIRE BACKING SHALL BE USED WITH SILT FENCE WHENEVER SILT FENCE IS PLACE AT
THE TOE OF A SLOPE >10' VERTICAL OR ALONG ANY CHANNEL OR WATER COURSE WHERE 50' OF BUFFER
IS NOT PROVIDED.
• CITY OF CHARLOTTE
Ob LAND DEVELOPMENT STANDARDS GENERAL NOTES -SEDIMENT BASINS
MATTE- INCLUDES CHARLOTTE ETJ
0
1E
0
STEEL POST
WIRE FENCING
Q�
STEEL POST
WIRE FENCING
CLASS I RIP RAP
#5 WASHED STONE
Q�
r✓
35%
AREA
INLET ZONE 25%
SOF SURFACE AREA
INLET ZONE 25% GENERAL NOTES:
OF SURFACE AREA
1. DRIVE 5' STEEL POST AT LEAST
OUTLET ZONE 15% 24" INTO SOLID GROUND.
OF SURFACE AREA
2. USE STAPLES 1' APART
HnRl7nN-
0o �i�i •
�,
,Fi� 1 it ��� �r I� •
• � h% I�%1 ��%I �/I Ali ��/ // ����%1 ,; • •' •
�Ip' li ri��l Il�l��r'I�� `�• • • •
ill i°� I j%�� I/ (/%%� /�/ f•r �.� .:li�.^R"��. � • •
I •:* rr��l� � 1Nire
4'-0" MAX. SPACING
(TYPICAL)
X�
\X_ X�
5' STEEL
FL
8" X 6" TRENCH
BACKFILL AND COMPA(
FENCE AND FABRIC
BURIED IN TRENCH
• CITY OF CHARLOTTE
LAND DEVELOPMENT STANDARDS
CHARLMM INCLUDES CHARLOTTE ETJ
PVC END CAP
PVC TEE
00
\ Cti
0
I
M
0
I
N
BAFFLE INSTALLATION
PERSPECTIVE VIEW
PVC VENT
PVC ELBOW PIPE
"C" ENCLOSURE
JFR FNTRY IINIT
WATER SURFACE
PVC END CAP
PVC PIPE 1
1/2" HOLES IN
UNDERSIDE
PVC TEE
FLEXIBLE
HOSE SCHEDULE 40
0 PVC PIPE
END VIEW FRONT VIEW
SCHEMATIC OF SKIMMER TAKEN FROM PENNSYLVANIA EROSION AND SEDIMENT POLLUTION CONTROL MANUAL, MARCH 2000.
"H" REFERS TO THE HEIGHT FROM INVERT OF FLEXIBLE HOSE ON SKIMMER TO THE INVERT OF THE PRIMARY SPILLWAY.
• CITY OF CHARLOTTE
LAND DEVELOPMENT STANDARDS SKIMMER
CtUPJMTE. INCLUDES CHARLOTTE ETJ
WL
WOVEN FILTER FABRIC
0
N
6' MAX.
STEEL POST
z FILTER FABRIC
s
JU
n Na FLOW
z
uo __
14" IMIN.
NOT TO SCALE
SCHEDULE 40
PVC PIPE
ORIFICE
PLATE
0
30.191 1 ) °
NOT TO SCALE
30.02BI12J
SEDIMENT BASIN
DESIGN CRITERIA
DRAINAGE
BASIN AREA
RFAPROV
AREA
>10 AC.
(ACRES)
<100 AC.
MIN.
1.
LENGTH TO
2:1
WIDTH RATIO
2:1
MAX.
DED
LENGTH TO
6:1
WIDTH RATIO
LENGTH
MIN.
1800
VOLUME
(CU. FT.
REQUIRED
PER AC.
SEDIMENT BASINS.
DISTURBED)
H/2
435
SURFACE
(SQ, FT,
AREA
PER CFS
REQUIRED
Q10)
PLAN VIEW
INFLOW
AVERAGE AREA*
WIDTH =LENGTH
* AREA OF BASIN WATER
SURFACE AT TOP OF PRIMARY
SPILLWAY
CROSS-SECTION VIEW
INFLOW
DEWATERING
ZONE
FILTER FABRIC
CLEANOUT
DEPTH
DATA BLOCK (H/2)
BAFFLE P.
DENUDED
D
VOLUME
BASIN AREA
RFAPROV
AREA
BAFFLE (TYP.)
NOTES:
NCESCPDM
MIN.
1.
REFER TO NCESCPDM
2:1
WIDTH RATIO
Qio RSKII
EQUR EID PROVIDED
SECTION #6.61 FOR
DED
EPCE
THN (Fr.)
(FEET)
ADDITIONAL DESIGN
LENGTH
(FEET)
(F �)
SPECIFICATIONS REGARDING
(ACRES)
(ACRES)
(CUBIC FT.) (CUBIC FT.)
SEDIMENT BASINS.
(SQ Fr.)
H/2
2.
REFER TO STD. #30.19
10'
AREA
PER CFS
FOR BAFFLE SPACING AND
MIN.
5.12
20.18 14,148 49,639
INSTALLATION.
18,355
1.75ft
3.
FIRST BAFFLE IS TO BE
20ft
1.5ft
10ft
CONSTRUCTED OF RIP -RAP.
sinal 7.90
_
28.25 14,148 49,639
WITH A MIN. HEIGHT OF 3'
18,355
=
3.5ft
AND MIN. TOPWIDTH OF 2'.
20ft
----- --
4.
FLASHBOARD RISER NOT
GUIDELINES). THE COLOR ORANGE IS RESERVED FOR VISUAL IDENTIFICATION OF
ELEVATION -
PERMITTED FOR USE IN
L
RISER
THE CIN OF CHARLOTTE
ELEVATION
SKIMMER
5.
SKIMMER INVERT ELEVATION
1' FREEBOARD
DEWATERING
FABRIC SHALL BE REPLACED PROMPTLY.
=BASIN BOTTOM + 1'
EMBANKMENT
DEVICE
OVER EMERGENCY SPILLWAY
MIN.
3. SEDIMENT DEPOSITS SHOULD BE REMOVED WHEN DEPOSITS REACH APPROX. HALF
6.
H = SPILLWAY ELEVATION
Z=5' MAX.
L=20'
THE HEIGHT OF THE BARRIER. ANY SEDIMENT DEPOSITS REMAINING IN PLACE
- SKIMMER INVERT
z
MIN.
-
ELEVATION
J- SEE NOTE #3
1' FREEBOARD
6" MAX. DEPTH OF FLOW
OVER EMERGENCY SPILLWAY
MIN. 1'
PRIMARY SPILLWAY (RISER)
2' MIN.
Z
H
14 H X 1.5
1' SEDIMENT BAFFLE (5' MIN.)
STORAGE
W
EMBANKMENT
r- T
- EMERGENCY
SPILLWAY
ANTI -SEEP
COLLAR NOT TO SCALE
SIN DRRIEEAAGE
DENUDED
D
VOLUME
BASIN AREA
RFAPROV
AREA
< 10 AC.
(ACRES)
NCESCPDM
MIN.
W
SKIMMER
2:1
WIDTH RATIO
Qio RSKII
EQUR EID PROVIDED
REQUIRED
DED
EPCE
THN (Fr.)
(FEET)
(FEET)
(FEET)
(FEET)
(F �)
OR
(ACRES)
(ACRES)
(CUBIC FT.) (CUBIC FT.)
(SQ FT.)
(SQ Fr.)
H/2
325
SURFACE
(SQ, FT.
AREA
PER CFS
DIAMETER DIAL
nitial 7.86
5.12
20.18 14,148 49,639
8,778
18,355
1.75ft
3.5ft
5ft
20ft
1.5ft
10ft
4.00" 2
sinal 7.90
7.76
28.25 14,148 49,639
12,287
18,355
1.75ft
3.5ft
5ft
20ft
1.5ft
10ft
4.00" 2
• CITY OF CHARLOTTE
10 LAND DEVELOPMENT STANDARDS
0LUMOTTE- INCLUDES CHARLOTTE ETJ
SKIMMER SEDIMENT BASIN
DESIGN CRITERIA
DRAINAGE
1.
AREA
< 10 AC.
(ACRES)
NCESCPDM
MIN.
W
LENGTH TO
2:1
WIDTH RATIO
FOR ADDITIONAL
MAX.
PROVIDED
LENGTH TO
6:1
WIDTH RATIO
SPECIFICATIONS
MIN.
1800
VOLUME
(CU. FT.
REQUIRED
PER AC.
10
DISTURBED)
BASINS.
325
SURFACE
(SQ, FT.
AREA
PER CFS
REQUIRED
Q10)
PLAN VIEW
1zIaI1•Pi➢
AVERAGEAREA*
WIDTH LENGTH
* AREA OF BASIN WATER
SURFACE AT TOP OF PRIMARY
SPILLWAY
CROSS-SECTION VIEW
INFLOW BAFFLES
DEWATERING
ZONE
FILTER FABRIC _... .._
DEPTH 1' SEDIMENT
(H/2) STORAGE
DATA BLOCK
SEDIMENT BASIN
30.03A1 13) ° 1
SIN DRAINAGE
NOTES:
BASIN VOLUME
1.
REFER TO
H
Z
NCESCPDM
T
W
SECTION #6.64
AREA
EMBANKMENT
FOR ADDITIONAL
LENGTH
PROVIDED
DESIGN
(FEET)
(FEET)
SPECIFICATIONS
(FEET)
(FEET)
REGARDING
(ACRES)
(ACRES)
SKIMMER SEDIMENT
10
(SQ FT.)
BASINS.
MIN.
2.
REFER TO STD.
#30.19 FOR
nitial 6.10
2.36
BAFFLE SPACING
5,305
7,642
AND INSTALLATION
SKIMMER
3.
SKIMMER INVERT
DEWATERING
10ft
ELEVATION =
DEVICE
1.08
BASIN BOTTOM +
1,579
EMERGENCY
1' MIN.
2.5ft
SPILLWAY
10ft
1.5ft
4.
H SPILLWAY
GUIDELINES). THE COLOR ORANGE IS RESERVED FOR VISUAL IDENTIFICATION OF
ELEVATION -
L
SKIMMER INVERT
ENVIRONMENTALLY SENSITIVE AREAS.
ELEVATION
BAFFLES
1' FREEBOARD
W=5' MIN.
FABRIC SHALL BE REPLACED PROMPTLY.
6" MAX. DEPTH OF FLOW
EMBANKMENT
_
x' „'
I
OVER EMERGENCY SPILLWAY
3. SEDIMENT DEPOSITS SHOULD BE REMOVED WHEN DEPOSITS REACH APPROX. HALF
T=1.5' MIN.
Z=5' MAX.
6. SLOPE LENGTHS CAN NOT EXCEED CRITERIA SHOWN IN TABLE 6.62A NORTH CAROLINA
THE HEIGHT OF THE BARRIER. ANY SEDIMENT DEPOSITS REMAINING IN PLACE
z
-
H=2' MIN. EMERGENCY
AFTER THE SILT FENCE IS REMOVED SHALL BE DRESSED TO CONFORM TO THE
SPILLWAY
SKIMMER ARM
EXISTING GRADE, PREPARED AND SEEDED.
LENGTH =
ro
ANTI -SEEP
(MIN.15')
COLLAR NOT TO SCALE
SIN DRAINAGE
DENUDED
BASIN VOLUME
BASIN SURFACE AREA
CLEANOUT
H
Z
L
T
W
SKIMMER SKIT
AREA
AREA
Qio REQUIRED PROVIDED
REQUIRED
PROVIDED
DEPTH (FT.)
(FEET)
(FEET)
(FEET)
(FEET)
(FEET)
PIPE ORI
(ACRES)
(ACRES)
(CUBIC FT.) (CUBIC FT.)
(SQ Fr.)
(SQ FT.)
H/2
Plan Phase -2
TYPE.
MAINTENANCE NOTES:
DIAMETER DIA1
nitial 6.10
2.36
12.19 10,980 19,647
5,305
7,642
1.5ft
3ft
4.5ft
10ft
1.5ft
10ft
2.50" 2.
Initial 1.08
1.08
3.63 1,944 1 5,094
1,579
3,440
1.25ft
2.5ft
2.Oft
10ft
1.5ft
10ft
1.50" 1
• CITY OF CHARLOTTE
LAND DEVELOPMENT STANDARDS
GLUUMTE. INCLUDES CHARLOTTE ETJ
SKIMMER SEDIMENT BASIN
NOTES:
1. A STABILIZED ENTRANCE PAD OF #5 WASHED STONE AND RAILROAD BALLAST SHALL BE LOCATED WHERE
TRAFFIC WILL ENTER OR LEAVE THE CONSTRUCTION SITE ONTO A PUBLIC STREET.
2. FILTER FABRIC OR COMPACTED CRUSHER RUN STONE SHALL BE USED AS A BASE FOR THE CONSTRUCTION ENTRANCE.
3. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOWING OF SEDIMENT
ONTO PUBLIC STREETS OR EXISTING PAVEMENT. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL
STONE AS CONDITIONS WARRANT AND REPAIR OR CLEANOUT OF ANY MEASURES USED TO TRAP SEDIMENT.
4. ANY SEDIMENT SPILLED, DROPPED, WASHED, OR TRACKED ONTO PUBLIC STREETS MUST BE REMOVED IMMEDIATELY.
ANY AGGREGATE TRACKED INTO THE ROADWAY MUST BE SWEPT BACK ONSITE ON A NIGHTLY BASIS.
5. WHEN APPROPRIATE, WHEELS MUST BE CLEANED TO REMOVE SEDIMENT PRIOR TO ENTERING A PUBLIC STREET. WHEN
WASHING IS REQUIRED, IT SHALL BE DONE IN AN AREA STABILIZED WITH CRUSHED STONE WHICH DRAINS INTO AN
APPROVED SEDIMENT BASIN SEE STD. NO. 30.11B.
6. CDOT MAY REQUIRE A STANDARD COMMERCIAL DRIVEWAY (STD. 10.24 & 10.25) TO
ACCESS THE CONSTRUCTION SITE IF THE DRIVEWAY IS ON A THOROUGHFARE.
GENERAL NOTES:
R. Joe Harris & Associates, Inc.
Engineering • Land Surveying • Planning
Management
127 Ben Casey Drive, Suite 101, Fort Mill, S.C. 29708 P: [phone]
www.rjoeharris.com
This drawing shall not be used for construction purposes until the
seal and signature of the responsible registrant appears on the
drawing, and proper permit forms and related fees are transmitted
by the Owner, Owner's Agent or Contractor to the Authority
having jurisdiction.
PUBLIC STREET
1. WOVEN FILTER FABRIC BE USED WHERE SILT FENCE IS TO REMAIN FOR A PERIOD OF
,111\11111111/,�,
,11111111111/,,1,
lz- ,EESS/0'1',-%y :
:����° °*rjFESSj °•
Q Oy°°
q°
MORE THAN 30 DAYS.
=SEAL c-,^
r*7
°S C-4168 z: _
_ :W SEAL
; 036836 = =
EXISTING GROUND '
Project No.
eeololooe
2. STEEL POSTS SHALL BE 5'-0" IN HEIGHT AND BE OF THE SELF -FASTENER ANGLE STEEL
''��/1111111111``
1111111111
3108 Erosion Control
E C 3
Plan Phase -2
TYPE.
MAINTENANCE NOTES:
SOIL STABILIZATION FABRIC
UNDER #5 WASHED STONE
3. TURN SILT FENCE UP SLOPE AT ENDS.
1. FILTER BARRIERS SHALL BE INSPECTED BY THE FINANCIALLY RESPONSIBLE PARTY
OR HIS AGENT IMMEDIATELY AFTER EACH RAINFALL AND AT LEAST DAILY DURING
4. ORANGE SAFETY FENCE IS REQUIRED AT BACK OF SILT FENCE WHEN GRADING IS
PROLONGED RAINFALL. ANY REPAIRS NEEDED SHALL BE MADE IMMEDIATELY.
100' MIN.
ADJACENT TO SWIM BUFFERS, STREAMS OR WETLANDS (REFER TO SWIM BUFFER
GUIDELINES). THE COLOR ORANGE IS RESERVED FOR VISUAL IDENTIFICATION OF
2. SHOULD THE FABRIC DECOMPOSE OR BECOME INEFFECTIVE PRIOR TO THE END
ENVIRONMENTALLY SENSITIVE AREAS.
OF THE EXPECTED USABLE LIFE AND THE BARRIER STILL IS NECESSARY, THE
Ld
5. DRAINAGE AREA CAN NOT BE GREATER THAN 1/4 ACRE PER 100 FT OF FENCE.
FABRIC SHALL BE REPLACED PROMPTLY.
_
x' „'
I
W
of
3. SEDIMENT DEPOSITS SHOULD BE REMOVED WHEN DEPOSITS REACH APPROX. HALF
6. SLOPE LENGTHS CAN NOT EXCEED CRITERIA SHOWN IN TABLE 6.62A NORTH CAROLINA
THE HEIGHT OF THE BARRIER. ANY SEDIMENT DEPOSITS REMAINING IN PLACE
z
!n
EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL.
AFTER THE SILT FENCE IS REMOVED SHALL BE DRESSED TO CONFORM TO THE
U
EXISTING GRADE, PREPARED AND SEEDED.
ro
7. DO NOT INSTALL SEDIMENT FENCE ACROSS STREAMS, DITCHES, WATERWAYS OR OTHER
m
AREAS OF CONCENTRATED FLOW.
M
a_
-jam
- -
• CITY OF CHARLOTTE
STD. N0. REV. Ob LAND DEVELOPMENT STANDARDS
30.038 1 3
(HARiATTE. INCLUDES CHARLOTTE ETJ
TEMPORARY SILT FENCE
NOTTO SCALE
30.02A 1131 °
NOT TO SCALE
• CITY OF CHARLOTTE
LAND DEVELOPMENT STANDARDS STABILIZED CONSTRUCTION ENTRANCE STD. N0. REV.
MAI LOWE. INCLUDES CHARLOTTE ETJ 1,30.11 A 112,
DATE ISSUED FOR REV
05/16/19 Initial Submittal to City of Charlotte & NCDOT 0
NORYTNCO130L/IVi�I �
81 Know what's below.
Na,;9 e4,. L.4 One -Call Center call before you dig.
Engineer:
R. Joe Harris & Associates, Inc.
Engineering • Land Surveying • Planning
Management
127 Ben Casey Drive, Suite 101, Fort Mill, S.C. 29708 P: [phone]
www.rjoeharris.com
This drawing shall not be used for construction purposes until the
seal and signature of the responsible registrant appears on the
drawing, and proper permit forms and related fees are transmitted
by the Owner, Owner's Agent or Contractor to the Authority
having jurisdiction.
Corporate Seal
Engineer's Seal
,111\11111111/,�,
,11111111111/,,1,
lz- ,EESS/0'1',-%y :
:����° °*rjFESSj °•
Q Oy°°
q°
TOWNHOMES PHASE -2
=SEAL c-,^
r*7
°S C-4168 z: _
_ :W SEAL
; 036836 = =
iO e °cow
Project No.
eeololooe
3108
''��/1111111111``
1111111111
Project Manager
Drawn
J. Hegemann
R. Patel
Department Manager
Checked
P. Murphy
P. Murphy
Print/Plot Date
05-16-2019
Asbuilt Drawn
Asbuilt Date
Cli
Dependable Development, Inc
2656 BREKONRIDGE CENTRE DRIVE,104
MONROE, NORTH CAROLINA 28110
P: 704-238-1229
CATAWBA PLANTATION
TOWNHOMES PHASE -2
Drawing Title:
EROSION CONTROL
DETAILS
Project No.
Drawing No.
3108
DWG File Name:
3108 Erosion Control
E C 3
Plan Phase -2

GENERAL NOTES:
1. RIPRAP SIZE TO BE DESIGNED BY ENGINEER.
2. CHECK DAMS MAY BE USED IN SLOPING DITCHES
OR CHANNELS TO SLOW VELOCITY OR TO CREATE
SEDIMENT TRAPS.
3. ENSURE THAT MAXIMUM SPACING BETWEEN DAMS PLACES THE
TOE OF THE UPSTREAM DAM AT THE SAME ELEVATION AS THE
DOWNSTREAM DAM (SEE DIAGRAM BELOW).
CLASS B RIP
V-6" MIN.
I^-1
. ..,.���,. °'TONE
4' To 6'
CROSS SECTION
PLAN
H
IAX
NTER
• CITY OF CHARLOTTE
LAND DEVELOPMENT STANDARDS TEMPORARY ROCK CHECK DAM STD. N0.
C11ARL0TTE. INCLUDES CHARLOTTE ETJ 30.10
O
GENERAL NOTES:
1. UNIFORMLY GRADE A SHALLOW
DEPRESSION APPROACHING THE
INLET.
2. DRIVE 5 -FOOT STEEL POSTS 2 FEET
INTO THE GROUND SURROUNDING THE
INLET. SPACE POSTS EVENLY AROUND
THE PERIMETER OF THE INLET, A
MAXIMUM OF 4 FEET APART.
3. SURROUND THE POSTS WITH WIRE
MESH HARDWARE CLOTH. SECURE
THE WIRE MESH TO THE STEEL
POSTS AT THE TOP, MIDDLE, AND
BOTTOM. PLACING A 2 -FOOT FLAP
OF THE WIRE MESH UNDER THE
GRAVEL FOR ANCHORING IS
RECOMMENDED.
4. PLACE CLEAN GRAVEL (NC DOT #5
OR #57 STONE) ON A 2:1 SLOPE
WITH A HEIGHT OF 16 INCHES
AROUND THE WIRE, AND SMOOTH TO
AN EVEN GRADE.
5. ONCE THE CONTRIBUTING DRAINAGE
AREA HAS BEEN STABILIZED, REMOVE
ACCUMULATED SEDIMENT, AND
ESTABLISH FINAL GRADING
ELEVATIONS.
6. COMPACT THE AREA PROPERLY AND
STABILIZED IT WITH GROUNDCOVER.
NCDOT #5
WASHED
NCDOT #5
WASHED
j 4' MAX.
-GAUGE HARDWARE CLOTH
MESH OPENINGS)
2'
i16" MIN.
0
O
FOR LATE WINTER AND
SOIL AMENDMENTS:
EARLY SPRING:
FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,000 LB/ACRE GROUND AGRICULTURAL LIMESTONE
W2
AND 750 LB/ACRE 10-10-10 FERTILIZER
SEEDING MIXTURE:
MULCH:
RYE (GRAIN) - 120 LB/ACRE
APPLY 4,000 LB/ACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING, OR A MULCH
ANNUAL LESPEDEZA (KOBE) - 50 LB/ACRE
ANCHORING TOOL. A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS A MULCH ANCHORING
(OMIT ANNUAL LESPEDEZA WHEN DURATION
TOOL
OF TEMPORARY COVER IS NOT TO EXTEND
FES#200
BEYOND JUNE)
MAINTENANCE:
6.Oft
REFERTILIZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED, FERTILIZE AND MULCH IMMEDIATELY FOLLOWING
SEEDING DATES:
EROSION OR OTHER DAMAGE
JAN. 1 - MAY 1
loft
FOR SUMMER:
SOIL AMENDMENTS:
1.25ft
FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,000 LB/ACRE GROUND AGRICULTURAL LIMESTONE
POND #1
AND 750 LB/ACRE 10-10-10 FERTILIZER
SEEDING MIXTURE:
1 6f
GERMAN MILLET - 40 LB/ACRE
MULCH:
(A SMALL -STEMMED SUDANGRASS MAY BE
APPLY 4,000 LB/ACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING, OR A MULCH
SUBSTITUTED AT A RATE OF 50 LB/ACRE)
ANCHORING TOOL. A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS A MULCH ANCHORING
1 12ft 1
TOOL
SEEDING DATES:
1 lft
MAY 1 - AUG. 15
MAINTENANCE:
REFERTILIZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED, FERTILIZE AND MULCH IMMEDIATELY FOLLOWING
EROSION OR OTHER DAMAGE
FOR FALL:
SOIL AMENDMENTS:
FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,000 LB/ACRE GROUND AGRICULTURAL LIMESTONE
AND 1,000 LB/ACRE 10-10-10 FERTILIZER
SEEDING MIXTURE:
RYE (GRAIN) - 120 LB/ACRE
MULCH:
APPLY 4,000 LB/ACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING, OR A MULCH
SEEDING DATES:
ANCHORING TOOL. A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS A MULCH ANCHORING
AUG. 15 - DEC 30
TOOL
MAINTENANCE:
REPAIR AND REFERTILIZE DAMAGED AREAS IMMEDIATELY. TOPDRESS WITH 50 LB/ACRE OF NITROGEN IN
MARCH. IF IT IS NECESSARY TO EXTEND TEMPORARY COVER BEYOND JUNE 15, OVERSEED WITH 50
LB/ACRE KOBE LESPEDEZA IN LATE FEBRUARY OR EARLY MARCH.
FOR ADDITIONAL INFORMATION, REFER TO NCDENR
EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL (ESCPDM), SECTION 6.10.
FOR PERMANENT SEEDING SPECIFICATIONS, INCLUDING
SEED BED PREP, SEASONAL LIMITATIONS FOR SEEDING OPERATIONS, THE KINDS OF GRADES OF
FERTILIZERS, THE KINDS OF SEED, AND THE RATES OF APPLICATION OF LIMESTONE, FERTILIZER, AND SEED, REFER TO NCDENR ESCPDM SECTION 6.11 AND
THE CHARLOTTE LANDSCAPE CONSTRUCTION STANDARDS SECTION 04200 SEEDING AND SODDING OF TURFGRASS.
•
CITY OF CHARLOTTE
LAND DEVELOPMENT STANDARDS
TEMPORARY SEEDING SCHEDULE,
STD. N0, I REV,
CIIARLOTTE_
INCLUDES CHARLOTTE ETJ
3 0.17 9
SEE APPROVED
PRESERVATION F
REQUIRED RADIU
OF TREE BARRIE
PLAN VIEW OF ROOT ZONE
FOR PRUNING SEE
INTERNATIONAL SOCIETY
OF ARBORICULTURE SPECS.
NOTES:
1. REMOVE ALL BARRIERS UPON COMPLETION OF PROJECT.
2. LANDSCAPING PLANS SHALL SHOW THE LOCATIONS OF ALL TREE PROTECTION FENCES.
3. REFER TO CITY OF CHARLOTTE LANDSCAPE CONSTRUCTION STANDARDS SECTION 01000
FOR GENERAL SPECIFICATION REGARDING TREE PROTECTION.
ONE FOOT FOR EACH
INCH OF TRUNK DIAMETER
OR 1/2 HEIGHT OF TREE
WHICHEVER IS GREATER
DEAD TREES AND SCRUB OR UNDER o
GROWTH SHALL BE CUT FLUSH WITH-'
ADJACENT GRADE. GRUBBING
ALLOWED UNDER DRIP
LINE.
2"x4" STANDARDS + 1 'x4" RAILS
OR ORANGE SAFETY FENCING
MAY BE USED. �?
NOT TO SCALE
• CITY OF CHARLOTTE HARDWARE CLOTH AND GRAVEL CITY OF c(Yyi LAND DEVELOPMENT CHARLOTTE
STANDARDS
LAND DEVELOPMENT STANDARDS
STD. N0. REV.
CIIARLOTTE, INCLUDES CHARLOTTE ETJ INLET PROTECTION 30.09 1 J CHARLOTTE- INCLUDES CHARLOTTE ETJ
0
c�nTlnNl
HOOD
NOTES:
1. INLET MAINTENANCE SHALL BE DOCUMENTED IN PROJECT LOG BOOK.
2. FILTER TYPES SHALL BE APPROVED BY THE CITY INSPECTOR PRIOR
TO INSTALLATION.
3. FILTER BAGS MAY BE REMOVED WHEN SITE IS STABILIZED AT THE
DIRECTION OF THE ENGINEER.
4. FILTER BAGS SHALL BE REMOVED PRIOR TO STREET ACCEPTANCE
AND/OR CLOSE OUT OF GRADING PERMIT.
5. FILTER BAGS SHALL BE CLEANED OR REPLACED ON A REGULAR
BASIS (NOT BE MORE THAN HALF FULL AT ANY TIME).
6. FILTER BAGS MAY BE INSTALLED IN EXISTING CITY OR NCDOT ROADS
AS LONG AS STORM DRAINAGE IS NOT IMPEDED.
GRATE
AR FOR BAG -
REMOVAL
REMOVOVAL FROM INLET\\
FILTER I
DUMP LC
CATCH
INSTALLATION
DEFLECTOR REQUIRED WHEN USED ON
EXISTING MAINTAINED STREETS.
DEFLECTOR SHALL BE PLACED SUCH THAT
IT WILL NOT COMPLETELY OBSTRUCT STORM
WATER FLOW FROM ENTERING VIA THE CURB
OPENING. ENSURE NO MORE THAN 25% OF
CURB OPENING IS OBSTRUCTED.
)UTLET
NOT TO SCALE
0
NOTES:
1. CLASS OR MEDIAN SIZE OF RIPRAP AND LENGTH, WIDTH AND DEPTH OF APRON
TO BE DESIGNED BY THE ENGINEER.
2. REFER TO THE CHARLOTTE MECKLENBURG STORM WATER DESIGN MANUAL FOR
RIPRAP APRON DESIGN STANDARDS.
3. RIPRAP SHOULD EXTEND UP BOTH SIDES OF THE APRON AND AROUND THE END
OF THE PIPE OR CULVERT AT THE DISCHARGE OUTLET AT A MAXIMUM SLOPE OF
2:1 AND A HEIGHT NOT LESS THAN TWO THIRDS THE PIPE DIAMETER OR
CULVERT HEIGHT.
4. THERE SHALL BE NO OVERFLOW FROM THE END OF THE APRON TO THE
SURFACE OF THE RECEIVING CHANNEL. THE AREA TO BE PAVED OR RIPRAPPED
SHALL BE UNDERCUT SO THAT THE INVERT OF THE APRON SHALL BE AT THE
SAME GRADE (FLUSH) WITH THE SURFACE OF THE RECEIVING CHANNEL. THE
APRON SHALL HAVE A CUTOFF OR TOE WALL AT THE DOWNSTREAM END.
5. THE WIDTH OF THE END OF THE APRON SHALL BE EQUAL TO THE BOTTOM
WIDTH OF THE RECEIVING CHANNEL. MAXIMUM TAPER TO RECEIVING CHANNEL 5:1
6. ALL SUBGRADE FOR STRUCTURE TO BE COMPACTED TO 95% OR GREATER.
7. THE PLACING OF FILL, EITHER LOOSE OR COMPACTED IN THE RECEIVING
CHANNEL SHALL NOT BE ALLOWED.
8. NO BENDS OR CURVES IN THE HORIZONTAL ALIGNMENT OF THE APRON
WILL BE PERMITTED.
9. FILTER FABRIC SHALL BE INSTALLED ON COMPACTED SUBGRADE PRIOR TO
PLACEMENT OF RIP RAP.
10. ANY DISTURBED AREA FROM END OF APRON TO RECIEVING CHANNEL
MUST BE STABILIZED.
USE USDA NOMOGRAPH FROM NC SEDIMENT AND EROSION CONTROL MANUAL OR
CHARLOTTE MECKLENBURG STORM WATER DESIGN MANUAL FOR DESIGN DATA.
LOCATION
OUTLET
La
W1
W2
'T
H
POND#1
FES#100
loft
12ft
4.5ft
1.25ft
1ft
POND #1
FES#200
13ft
15ft
6.Oft
1.25ft
1.33ft
POND#2
FES#300
loft
12ft
4.5ft
1.25ft
1ft
POND #1
58'-24" RCP 1
14ft
1 6f
6.0ft
1.125ft
1.67ft
POND #2
25'-18" RCP I
10ft
1 12ft 1
4.5ft 1
1.25ft
1 lft
k d50 (see fig 8.06 aft "NC SEDIMENT AND EROSION CONTROL MANUAL"
dmax= 1.5 x d50
T = 1.5 X dmax.
T(min.)=10"
6" BARK MULCH, PLACE BARK
MULCH AT AREAS NOT
PROTECTED BY BARRIER.
40.02
END OF FLARED SECTION
PLAN
OF NEEDED)
ELEVATION
NATURAL GRADE
�I
I r.,
RIP RAP -
H SII II I
X111 T (THICKNESS)=10" MIN.
NOTE: LAYER OF FILTER FABRIC
MINIMUM H=2/3 PIPE DIAMETER
SECTION B -B
• CITY OF CHARLOTTE CITY OF CHARLOTTE RIPRAP APR0N AT PIPE OUTFALLS
LAND DEVELOPMENT STANDARDS CATCH BASIN INLET PROTECTION STD. NO, REV. LAND DEVELOPMENT STANDARDS
CHARLOTTE., INCLUDES CHARLOTTE ETJ130 .15 13 CHARLOTTE OTHER THAN AT SWIM
INCLUDES CHARLOTTE ETJ
0
MIN.
20.23 1 7
0
0
DATE I ISSUED FOR
05/16/19 Initial Submittal to City of Charlotte & NCDOT
NORM II iC0130L/IVAI
RNOW
N.4&4d4,40ne-Call Center
REVI
Know what's below.
0111 before you dig.
4110D
R. Joe Harris & Associates, Inc.
Engineering • Land Surveying • Planning
Management
127 Ben Casey Drive, Suite 101, Fort Mill, S.C. 29708 P: [phone]
www.rjoeharris.com
This drawing shall not be used for construction purposes until the
seal and signature of the responsible registrant appears on the
drawing, and proper permit forms and related fees are transmitted
by the Owner, Owner's Agent or Contractor to the Authority
having jurisdiction.
Corporate Seal
Engineer's Seal
,``111111111//I,I
CARp� ��.
,`11►1111111//,,I
.�`��H CA
�``��•``��N.
-SS/p' any;
a
���:'�pFESsj 'any''
oy9�
Q
a
.
= a m SEAL �,�a ==
oa C-4168 a_
a W SEAL Z a =
= a
= a 036836CO-
DETAILS
Project No.
I &
3108
AS� 1.
•,,�/►1111111►11````
Project Manager
Drawn
J. Hegemann
R. Patel
Department Manager
Checked
P. Murphy
P. Murphy
Print/Plot Date
05-16-2019
Asbuilt Drawn
Asbuilt Date
Cll
Dependable Development, Inc
2656 BREKONRIDGE CENTRE DRIVE,104
MONROE, NORTH CAROLINA 28110
P: 704-238-1229
CATAWBA PLANTATION
TOWNHOMES PHASE -2
Drawing Title:
EROSION CONTROL
DETAILS
Project No.
Drawing No.
3108
DWG File Name:
3108 Erosion Control
E C 4
Plan Phase -2

W
z',
J
NOTE:
SILT FENCE TO BE INSTALLED BY LOT OWNER
PRIOR TO CONSTRUCTION AND TO BE
MAINTANED UNTIL LOT IS GRADED AND TURF
IS ESTABLISHED.
PROPOSED
CONCENTRATION
OUTLET (TYP.)
SILT FENCE (TYP.)
p
SLOPE NEW
HOME
p UNDER
L
CONSTRUCT-
TEMPERARY —
TEMPERARY
CONSTRUCTION
ENTRANCE
p —
PROPERTY
LINE
W
z
ry
!Y
LOT SILT FENCE PLAN #1
N.T.S.
QZ
0 cQ.c
OU
of_:i
Um
J �
ma
D0
0
W
z
J
NOTE:
SILT FENCE TO BE INSTALLED BY LOT OWNER
PRIOR TO CONSTRUCTION AND TO BE
MAINTANED UNTIL LOT IS GRADED AND TURF
IS ESTABLISHED.
PROPOSED
CONCENTRATION
OUTLET (TYP.)
I— SILT FENCE (TYP.)
llllz� LOPE
I ­
PROPERTY
LINE
NEW
HOME
UNDER
CONSTRUCT.
TEMPERARY
CONSTRUCTION
ENTRANCE
LOT SILT FENCE PLAN #2
N.T.S.
QZ
p�
OU
QfJ
Um
J �
ma
D0
ajo
W
z
NOTE:
SILT FENCE TO BE INSTALLED BY LOT OWNER
PRIOR TO CONSTRUCTION AND TO BE
MAINTANED UNTIL LOT IS GRADED AND TURF
IS ESTABLISHED.
PROPOSED
CONCENTRATION
OUTLET (TYP.)
NEW
HOME
UNDER
CONSTRUCT.
TEMPERARY
CONSTRUCTION
ENTRANCE
PROPERTY
LINE
LOT SILT FENCE PLAN #3
N.T.S.
SILT FENCE (TYP.)
'♦.♦.♦
•
W
z
J
NOTE:
SILT FENCE TO BE INSTALLED BY LOT OWNER
PRIOR TO CONSTRUCTION AND TO BE
MAINTANED UNTIL LOT IS GRADED AND TURF
IS ESTABLISHED.
SILT FENCE (TYP.)
p p p p p ON71
NEW
HOME PROPOSED
UNDER SLOPE STOCKPILE °
CONSTRUCT. LOCATION
p
TEMPERARY
CONSTRUCTION
ENTRANCE
PROPERTY
LINE
W
z
LOT SILT FENCE PLAN #4
N.T.S.
PROPOSED
CONCENTRATION
OUTLET (TYP.)
NOTE:
SILT FENCE TO BE INSTALLED BY LOT OWNER
PRIOR TO CONSTRUCTION AND TO BE
MAINTANED UNTIL LOT IS GRADED AND TURF
IS ESTABLISHED.
LOT SILT FENCE PLAN #5
N.T.S.
NOTE:
SILT FENCE TO BE INSTALLED BY LOT OWNER
PRIOR TO CONSTRUCTION AND TO BE
MAINTANED UNTIL LOT IS GRADED AND TURF
IS ESTABLISHED.
LOT SILT FENCE PLAN #6
N.T.S.
NOTE:
SILT FENCE TO BE INSTALLED BY LOT OWNER
PRIOR TO CONSTRUCTION AND TO BE
MAINTANED UNTIL LOT IS GRADED AND TURF
IS ESTABLISHED.
LOT SILT FENCE PLAN #7
N.T.S.
NOTE:
SILT FENCE TO BE INSTALLED BY LOT OWNER
PRIOR TO CONSTRUCTION AND TO BE
MAINTANED UNTIL LOT IS GRADED AND TURF
IS ESTABLISHED.
LOT SILT FENCE PLAN #8
N.T.S.
DATE ISSUED FOR REV
05/16/19 Initial Submittal to City of Charlotte & NCDOT 0
MqW
N-9 CA—L.4 One -Call Center
•
•
Know what's below.
0811 before you dig.
Engineer:
(191D
R. Joe Harris & Associates, Inc.
—
Engineering • Land Surveying • Planning
Management
127 Ben Casey Drive, Suite 101, Fort Mill, S.C. 29708 P: [phone]
www.rjoeharris.com
This drawing shall not be used for construction purposes until the
seal and signature of the responsible registrant appears on the
drawing, and proper permit forms and related fees are transmitted
by the Owner, Owner's Agent or Contractor to the Authority
having jurisdiction.
Corporate Seal
Engineer's Seal
,`SNu1urrri1,1
CA Rpt ��.,��
111111111 ,,l't
%
CA RO� �.,,��
����•`��� •
�EESS/0°�%9:
Ny•
���.�`��� •
:��°`r3VESsj
°Q oy• ;
CATAWBA PLANTATION
�,t
_mem SEAL Z^ -
;• C-4168
SEAL
_ .W s
Z
vi+ 036836
DETAILS
Project No.
Drawing No.
3108
DWG File Name:
3108—Erosion Control
E C 5
Plan -Phase -2
PROPOSED
CONCENTRATION
OUTLET (TYP.)
SILT FENCE (TYP.)
SILT FENCE (TYP.)
PROPOSED
CONCENTRATION
OUTLET (TYP.)
XXX
p
Xx�
SLOPE
XXX
p
p
Ae
NEW
HOME
PROPOSED
NEW
HOME
SLOPE
PROPOSED
NEW
XXX
PROPOSED
NEW
HOME
PROPOSED
Q
UNDER
STOCKPILE
Q
UNDER
STOCKPILE
HOME
UNDER
Q
UNDER
SLOPE
STOCKPILE
p
o�
Q 0f
CONSTRUCT.
LOCATION
O
Q�
CONSTRUCT.
LOCATION
�
o�
CONSTRUCT.
SLOPE
OCATIONSTOCKPILE
p
p
Q�
CONSTRUCT.
LOCATION
OU
p
��
0c)
Um
C)0
00
U
�J
m
U00
C) 00
0
dLO
SILT FENCE (TYP.)
ago
W0
TEMPERARY SILT FENCE (TYP.)
ma
Db
DO
0 W
TEMPERARY
p
CONSTRUCTION
TEMPERARY
CONSTRUCp TQON
CONSTRUCTION
p
p
p p
ENTRANCE lei
ENTRANCE
ENTRANCE
p
p
p
p p p
TEMPERARY
PROPERTY
PROPERTY
PROPERTY
CONSTRUCTION
LINE
LINE
PROPERTY
LINE
ENTRANCE
LINE
W
z
LU z_
W
z
W
PROPOSED
J
z
W
W
W
J
Z
CONCENTRATION
J
Z
PROPz
CONCENTRATION
OUTLET (TYP.)
OUTLETJ
OUTLET
(TYP.)
NOTE:
SILT FENCE TO BE INSTALLED BY LOT OWNER
PRIOR TO CONSTRUCTION AND TO BE
MAINTANED UNTIL LOT IS GRADED AND TURF
IS ESTABLISHED.
LOT SILT FENCE PLAN #5
N.T.S.
NOTE:
SILT FENCE TO BE INSTALLED BY LOT OWNER
PRIOR TO CONSTRUCTION AND TO BE
MAINTANED UNTIL LOT IS GRADED AND TURF
IS ESTABLISHED.
LOT SILT FENCE PLAN #6
N.T.S.
NOTE:
SILT FENCE TO BE INSTALLED BY LOT OWNER
PRIOR TO CONSTRUCTION AND TO BE
MAINTANED UNTIL LOT IS GRADED AND TURF
IS ESTABLISHED.
LOT SILT FENCE PLAN #7
N.T.S.
NOTE:
SILT FENCE TO BE INSTALLED BY LOT OWNER
PRIOR TO CONSTRUCTION AND TO BE
MAINTANED UNTIL LOT IS GRADED AND TURF
IS ESTABLISHED.
LOT SILT FENCE PLAN #8
N.T.S.
DATE ISSUED FOR REV
05/16/19 Initial Submittal to City of Charlotte & NCDOT 0
MqW
N-9 CA—L.4 One -Call Center
•
•
Know what's below.
0811 before you dig.
Engineer:
(191D
R. Joe Harris & Associates, Inc.
—
Engineering • Land Surveying • Planning
Management
127 Ben Casey Drive, Suite 101, Fort Mill, S.C. 29708 P: [phone]
www.rjoeharris.com
This drawing shall not be used for construction purposes until the
seal and signature of the responsible registrant appears on the
drawing, and proper permit forms and related fees are transmitted
by the Owner, Owner's Agent or Contractor to the Authority
having jurisdiction.
Corporate Seal
Engineer's Seal
,`SNu1urrri1,1
CA Rpt ��.,��
111111111 ,,l't
%
CA RO� �.,,��
����•`��� •
�EESS/0°�%9:
Ny•
���.�`��� •
:��°`r3VESsj
°Q oy• ;
CATAWBA PLANTATION
�,t
_mem SEAL Z^ -
;• C-4168
SEAL
_ .W s
Z
vi+ 036836
DETAILS
Project No.
Drawing No.
3108
DWG File Name:
Project Manager
Drawn
J. Hegemann
R. Patel
Department Manager
Checked
P. Murphy
P. Murphy
Print/Plot Date
05-16-2019
Asbuilt Drawn
Asbuilt Date
Cli
Dependable Development, Inc
2656 BREKONRIDGE CENTRE DRIVE,104
MONROE, NORTH CAROLINA 28110
P: 704-238-1229
CATAWBA PLANTATION
TOWNHOMES PHASE -2
Drawing Title:
EROSION CONTROL
DETAILS
Project No.
Drawing No.
3108
DWG File Name:
3108—Erosion Control
E C 5
Plan -Phase -2

SLOPE INSTALLATION
cm)
CHANNEL INSTALLATION 4012
(156CM)
SHORELINE INSTALLATION
IN12(30
_
\�
J
12&-j-
5cmp12.5cm)
6"
NORTH \ //�//� \\ \\� (, 5 cm)
U �i .: 1't :: :•;v:: ��
:::... .
::. +�+
_ (30 5 CM 5" 12.5 CM)
-
NORTH >
AMERICAN _
s 4
i / s"
,SCM
\ 15 CM
AMERICAN c )
v���
i`� 2
GREEN �. c,5 cm) O
EROSION CONTROL Products
NORTH r ,
,� r
•� / 5
AMERICAN 0
�r
GREENFP7 4B
O 6"- 5
3 Q
( ) 0
����•`��� •
�EESS/0°-%9�':
3 r
1 0 l
GREEN
EROSION CONTROL Products
\
Guaranteed SOLUTIONS
3B
� r ^ , I �-4"-�
^ ^ ^ ^ ^
Guaranteed SOLUTIONS
14649 HIGHWAY 41 NORTH -- -- ^ - ^ ^ - -� \ //\//\
LROSION CONTROL Products r� �^"�
SOLUTIONS / /\\/� / ^ r l _4r (10 cm)
------------------
14649 HIGHWAY 41 NORTH LEVEL A.
EVANSVILLE, IN 47725
Guaranteed \\ 7
r 0
EVANSVILLE IN 47725 _
800 772 2040
- ---------------------
www.nagreen.com -----------------------
9 ----------------------------------
------------___ t
---------------------
14649 HIGHWAY 41 NORTH J Y 2"-5"
EVANSVILLE IN 47725 . SCM- 12.5 CM
'�
/ _
800-772-2040 -- -- -- -- -- -_ _
www.nagreen.com
9
p
---------------------------- 3
800-772-2040 --__:__: ___:__:___:__: ___:__:___: �. -------: ___:__:___ /\�
3o CM ->-
----------------------------------...--------..--------..-7.5cm
---------------------------- 3A I
------------------------ -
-.---.------.---.---.------. \/-.--.---.---.---.--.---.---.- .--.---.---.---.--.---.---.--- .
www.nagreen.com \ \ /
---------------------------- --------------------------- -------------------------------
.� \ 6
-- -- -- -- -- -- -- -- -- -- -- -- - -- -- -- -
--------------------- ---------------------- ----
-------------------- -------------------------------
---------------------------------------------------
---------------------------------------------------------------\/\
------------------------------------ -----------------------------
/
6 -=-=-=-=-=-_-=-=--------- --_--
= --=
---------------------
--------------------------------------- -----------------------------
-----------------
--= - - - -- -- --= - --= -= -
- - - - - - - - -
-----------------------
--------------------------------------------------------------- 5
4"-6"
"-
-_ --- --- LEVEL B.--
-------------------------------------------------------------------
-------------------------------------------------------------------
------------------------ --------------- --------10 CM - 15
v.CM)*.*.*.*:-
6" \---
------------------------ -------------------- ---
15 EI,{ == Y
--- -- --- --
--- -- --
--=-=------------- - - -- - - -- - - -- - - -- -
0 4
_______________
1. PREPARE SOIL BEFORE INSTALLING ROLLED EROSION CONTROL PRODUCTS RECP's INCLUDING ANY NECESSARY APPLICATION OF LIME FERTILIZER AND SEED.
4A
O
NOTE: WHEN USING CELL -0 -SEED Do NOT SEED PREPARED AREA. CELL -O -SEED MUST BE INSTALLED WITH PAPER SIDE DOWN.
2. BEGIN AT THE TOP OF THE CHANNEL BY ANCHORING THE RECP's IN A 6" (15 CM) DEEP X 6" (15 CM) WIDE TRENCH WITH APPROXIMATELY 12" (30 CM) of RECP's
1. PREPARE SOIL BEFORE INSTALLING ROLLED EROSION CONTROL PRODUCTS (RECP's), INCLUDING ANY NECESSARY APPLICATION
EXTENDED BEYOND THE UP-SLOPE PORTION OF THE TRENCH. ANCHOR THE RECP's WITH A ROW OF STAPLES/STAKES APPROXIMATELY 12" (30 CM) APART IN THE
BOTTOM of THE TRENCH. BACKFILL AND COMAPCT THE TRENCH AFTER STAPLING. APPLY SEED To COMPACTED SOIL AND FOLD REMAINING 12" (30 CM) PORTION OF
1. FOR EASIER INSTALLATION, LOWER WATER FROM LEVEL A TO LEVEL B BEFORE INSTALLATION.
OF LIME, FERTILIZER, AND SEED.
RECP's BACK OVER SEED AND COMPACTED SOIL. SECURE RECP's OVER COMPACTED SOIL WITH A ROW OF STAPLES/STAKES SPACED APPROXIMATELY 12" (30 CM)
2. PREPARE SOIL BEFORE INSTALLING ROLLED EROSION CONTROL PRODUCTS (RECP's), INCLUDING ANY NECESSARY APPLICATION OF LIME,
ACROSS THE WIDTH of THE RECP's.
FERTILIZER, AND SEED.
NOTE: WHEN USING CELL -0 -SEED DO NOT SEED PREPARED AREA. CELL -0 -SEED MUST BE INSTALLED WITH PAPER SIDE DOWN.
3. ROLL CENTER RECP's IN DIRECTION of WATER FLOW IN BOTTOM OF CHANNEL. RECP's WILL UNROLL WITH APPROPRIATE SIDE AGAINST THE SOIL SURFACE. ALL
NOTE: WHEN USING CELL -O -SEED, Do NOT SEED PREPARED AREA. CELL -0 -SEED MUST BE INSTALLED WITH PAPERSIDE DOWN.
2. BEGIN AT THE TOP OF THE SLOPE BY ANCHORING THE RECP's INA 6" (15 CM) DEEP X 6" (15 CM) WIDE TRENCH
RECP's MUST BE SECURELY FASTENED TO SOIL SURFACE BY PLACING STAPLES/STAKES IN APPROPRIATE LOCATIONS AS SHOWN IN THE STAPLE PATTERN GUIDE.
WHEN USING THE DOT SYSTEM"', STAPLES/STAKES SHOULD BE PLACED THROUGH EACH OF THE COLORED DOTS CORRESPONDING To THE APPROPRIATE STAPLE PATTERN.
3. BEGIN AT THE TOP of THE SHORELINE BY ANCHORING THE BLANKET IN A 6" 15 CM DEEP X 6" 15 CM WIDE TRENCH
WITH APPROXIMATELY 12" (30 CM) OF EXTENDED BEYOND THE UP-SLOPE PORTION CF THE TRENCH. ANCHOR THE BLANKET
WITH APPROXIMATELY 12 (30cm) OF RECP's EXTENDED BEYOND THE UP-SLOPE PORTION OF THE TRENCH. ANCHOR THE
RECP's WITH A ROW OF STAPLES/STAKES APPROXIMATELY 12" (30 CM) APART IN THE BOTTOM OF THE TRENCH.
4. PLACE CONSECUTIVE RECP's END OVER END (SHINGLE STYLE) WITH A 4" - 6" (10 CM -15 CM) OVERLAP. USE A DOUBLE ROW of STAPLES STAGGERED 4" (10 CM)
APART AND 4" (10 CM) ON CENTER TO SECURE RECP's.
WITH A ROW OF STAPLES/STAKES APPROXIMATELY 12" (30 CM) APART IN THE BOTTOM of THE TRENCH.
BACKFILL AND COMPACT THE TRENCH AFTER STAPLING. APPLY SEED TO COMPACTED SOIL AND FOLD REMAINING 12" (30 CM)
BACKFILL AND COMPACT THE TRENCH AFTER STAPLING. APPLY SEED TO COMPACTED SOIL AND FOLD REMAINING 12" (30 CM)
PORTION OF RECP's BACK OVER SEED AND COMPACTED SOIL. SECURE RECP's OVER COMPACTED SOIL WITH A ROW OF
5. FULL LENGTH EDGE OF RECP's AT TOP OF SIDE SLOPES MUST BE ANCHORED WITH A ROW OF STAPLES/STAKES APPROXIMATELY 12" (30 CM) APART IN A 6" (15 CM)
DEEP X 6" (15 CM) WIDE TRENCH. BACKFILL AND COMPACT THE TRENCH AFTER STAPLING.
PORTION OF BACK OVER SEED AND COMPACTED SOIL. SECURE OVER COMPACTED SOIL WITH A ROW OF
STAPLES/STAKES SPACED APPROXIMATELY 12" (30 CM) APART ACROSS THE WIDTH OF THE BLANKET
STAPLES/STAKES SPACED APPROXIMATELY 12" (30 CM) APART ACROSS THE WIDTH OF THE RECP's.
6. ADJACENT RECP's MUST BE OVERLAPPED APPROXIMATELY 2" - 5" (5 CM -12.5 CM) (DEPENDING ON RECP's TYPE) AND STAPLED.
4. ROLL RECP's EITHER (A.) DOWN THE SHORELINE FOR LONG BANKS, (TOP TO BOTTOM) OR (B.) HORIZONTALLY ACROSS
3. ROLL THE RECP's (A.) DOWN OR (B.) HORIZONTALLY ACROSS THE SLOPE. RECP's WILL UNROLL WITH APPROPRIATE SIDE
7. IN HIGH FLOW CHANNEL APPLICATIONS, A STAPLE CHECK SLOT IS RECOMMENDED AT 30 TO 40 FOOT (9 M - 12 M) INTERVALS. USE A DOUBLE ROW OF STAPLES
THE SHORELINE SLOPE. RECP's WILL UNROLL WITH APPROPRIATE SIDE AGAINST THE SOIL SURFACE. ALL RECP's MUST
BE SECURELY FASTENED TO SOIL SURFACE BY PLACING STAPLES/STAKES IN APPROPRIATE LOCATIONS AS SHOWN IN THE STAPLE
AGAINST THE SOIL SURFACE. ALL RECP's MUST BE SECURELY FASTENED TO SOIL SURFACE BY PLACING STAPLES/STAKES
STAGGERED 4" (10 CM) APART AND 4" (10 CM) ON CENTER OVER ENTIRE WIDTH of THE CHANNEL.
PATTERN GUIDE. WHEN USING THE DOT SYSTEM'", STAPLES/STAKES SHOULD BE PLACED THROUGH EACH OF THE COLORED DOTS
IN APPROPRIATE LOCATIONS AS SHOWN IN THE STAPLE PATTERN GUIDE. WHEN USING THE DOT SYSTEMTM , STAPLES/STAKES
S. THE TERMINAL END OF THE RECP's MUST BE ANCHORED WITH A ROW OF STAPLES/STAKES APPROXIMATELY 12" (30 CM) APART IN A 6" (15 CM) DEEP X 6" (15 CM)
CORRESPONDING TO THE APPROPRIATE STAPLE PATTERN.
SHOULD BE PLACED THROUGH EACH OF THE COLORED DOTS CORRESPONDING TO THE APPROPRIATE STAPLE PATTERN.
WIDE TRENCH. BACKFILL AND COMPACT THE TRENCH AFTER STAPLING.
5. THE EDGES OF ALL HORIZONTAL AND VERTICAL SEAMS MUST BE STAPLED WITH APPROXIMATELY 2" - 5" (5 CM - 12.5 CM)
4. THE EDGES OF PARALLEL RECP's MUST BE STAPLED WITH APPROXIMATELY 2" - 5" (5 CM - 12.5 CM) OVERLAP DEPENDING
NOTE:
LOOSE SOIL CONDITIONS, THE USE OF STAPLE OR STAKE LENGTHS GREATER THAN 6" (15 CM) MAY BE NECESSARY TO PROPERLY ANCHOR THE RECP's.
OVERLAP.
NOTE:
ON RECP's TYPE.
* SEAM OVERLAP SHOULD BE SHINGLED ACCORDING To PREDOMINANT EROSIVE ACTION.
END(SHINGLE
5. CONSECUTIVE RECP's SPLICED DOWN THE SLOPE MUST BE PLACED END OVER ENDSHINGLE STYLE WITH AN APPROXIMATE
NOTE:
6. THE EDGE OF THE BLANKET AT OR BELOW NORMAL WATER LEVEL MUST BE ANCHORED BY PLACING THE STAPLES/STAKES
IN A 12" (30 CM) DEEP X 6" (15 CM) WIDE ANCHOR TRENCH. ANCHOR THE BLANKET WITH A ROW OF STAPLES/STAKES
3" (7.5 CM) OVERLAP. STAPLE THROUGH OVERLAPPED AREA, APPROXIMATELY 12" (30 CM) APART ACROSS ENTIRE
RECP's WIDTH.
A CRITICAL POINTS * HORIZONTAL STAPLE SPACING SHOULD BE ALTERED
B IF NECESSARY To ALLOW STAPLES To SECURE THE
G ANDSE MINE CRITICAL POINTS ALONG THE CHANNEL SURFACE.
SPACED APPROXIMATELY 12" (30 CM) APART IN THE TRENCH. BACKFILL AND COMPACT THE TRENCH AFTER STAPLING (STONE OR
SOIL MAY BE USED AS BACKFILL.)
NOTE:
B. PROJECTED
NOTE:
*IN LOOSE SOIL CONDITIONS, THE USE OF STAPLE OR STAKE LENGTHS GREATER THAN 6" (15 CM) MAY BE NECESSARY TO
C. CHANNEL BOTTOM/SIDE ** IN LOOSE SOIL CONDITIONS, THE USE OF STAPLE
* IN LOOSE SOIL CONDITIONS, THE USE OF STAPLE OR STAKE LENGTHS GREATER THAN 6" (15 CM) MAY BE NECESSARY
PROPERLY SECURE THE RECP's.
SLOPE VERTICES OR STAKE LENGTHS GREATER THAN 6" (15 cm) MAY
TO PROPERLY ANCHOR THE RECP's.
BE NECESSARY To PROPERLY ANCHOR THE RECP's.
REV. 01/05REV.
01/05
REV. 01/05
STAPLE PATTERN GUIDE
STAPLE PATTERN GUIDE
STAPLE PATTERN GUIDE
49 (1.2 M) WIDE ROLLS
6.679 (2.03 M) WIDE ROLLS
89 (2.4 M) WIDE ROLLS
NORTH
AMEORICAN
AMERICAN
EORICAN
AMERICAN
GREENGREEN
GREEN
O
EROSION CONTF Products O 4.00' [1.22M]
_-SlOk _JNTROL Products O
EROSION CON I RUL Products
Guaranteed SOLu , SON`
14649 HIGHWAY 41 NORTH
Guaranteed - ' (TIONSAh Ah
14649 HIGHWAY 41 NORTHEVANSVILLE, IN 47725
Guaranteed SOLUTIONS
it 40 0 40
14649 HIGHWAY 41 NORTH 4.00' [1.22M]
EVANSVILLE, IN 47725
3' 0.9m
800-772-2040 ( )
EVANSVILLE, IN 47725
800-772-2040
www.nagreen.com 8.00' [2.44M] •
www.nagreen.com
800-772-2040
www.nagreen.com 8.00' [2.44M] • •
2.00' [0.61 M]
6' (1.8m)
2
.00' [0.61 M]
3.3' (1.0m)
if
.40 • 40
4.00'[1.22M]
-AO 40 Adk Ask 1
'Mir mr1.6' (0.5m)
4.00' [1.22M]
3' (0.9m) 2' (0.6m)
•
0 4' (1.2m) J
• •
0.7 STAPLES PER SQ. YD.
(0.8 STAPLES PER SQ. M)
6' (1.8m)
0.7 STAPLES PER SQ. YD.
(0.8 STAPLES PER SQ. M)
3.3' (1.0m) 1
1.6' (0.5m) 0.7 STAPLES PER SQ. YD. 3.3 (1.0m)
© ©
(0.8 STAPLES PER SQ. M)
-13.3' (1.0m)
'
2.00'[0.61M] 1.50 [0.46M]
3.00' [0.91 M] •
1.50' [0.46M]
2.00 [0.61 M] 3.00' [0.91 M] • •
4.00'[1.22M] •
4.00'[1.22M] • •
2.00' [0.61M]
• • 40 •
1
•
40 •
2.00' [0.61 M] •
1.15 STAPLES PER SQ. YD.
2.00' [0.61 M] • •
• 41 40
• •40 •
4.00'[1.22M]
(1.35 STAPLES PER SQ. M) 1.7 STAPLES PER SQ. YD.
2.00'[0.61M]
40 40 •
(2.0 STAPLES PER SQ. M)
0----1•
40•
4.00' [1.22M]
4.00'[1.22M] 40• 40
•
• • 4.00'[1.22M]
•
• •
1.3 STAPLES PER SQ. YD. 1.7 STAPLES PER SQ. YD.
(1.5 STAPLES PER SQ. M) (2.0 STAPLES PER SQ. M)
0
1.3 STAPLES PER SQ. YD. 1.7 STAPLES PER SQ. YD.
(1.5 STAPLES PER SQ. M) (2.0 STAPLES PER SQ. M)
2' (0.6m)
OO
f 10" (0.25m)
O O
4' (1.2m) O 4' (1.2m) 40 0 0 0
3.00' [0.91 M] • 1.50'[0.46M] 3.00'[0.91M] • • 1.50'[0.46M]
20" (0.5m) 10" (0.25m)
6M] 3.00' [0.91 M] • • • • 1� 6M]
3.00' [0.91 M] • • •
O
�
• •
20" �.5m•
3.3' (1.0m)
• • • • • •
T_•�0 �
• • •
• • • • •
2.00'[0.61M] 1.00' [0.30M]
•
2.00' [0.61 M] 1.00' [0.30M]
• • • • •
� 4.00' [1.22M] 2.00'[0.61M]
3.3' (1.0m)
4.00' [1.22M] �2.00' [0.61 M]
j
• •
4.00'[1.22M]
• • • • • • •
1.00' [0.30M]
• •0
0 0
• • • • • •
• • •
• • • • • • •
• •
• • • • • •
3.4 STAPLES PER SQ. YD. 3.6 STAPLES PER SQ. YD.
3.4 STAPLES PER SQ. YD. 3.75 STAPLES PER SQ. YD.
(4.1 STAPLES PER SQ. M) (4.5 STAPLES PER SQ. M)
3.4 STAPLES PER SQ. YD. 3.6 STAPLES PER SQ. YD.
(4.1 STAPLES PER SQ. M) (4.3 STAPLES PER SQ. M)
(4.1 STAPLES PER SQ. M) (4.3 STAPLES PER SQ. M)
REV. 01/05
REV. 01/05
REV. 01/05
DATE I ISSUED FOR
05/16/19 Initial Submittal to City of Charlotte & NCDOT
NORTH IC�130L/IVA
N-9 CA - L.4 One -Call Center
REV
0
Know what's below.
0811 before you dig.
Engineer:
R. Joe Harris & Associates, Inc.
Engineering • Land Surveying • Planning
Management
127 Ben Casey Drive, Suite 101, Fort Mill, S.C. 29708 P: [phone]
www.rjoeharris.com
This drawing shall not be used for construction purposes until the
seal and signature of the responsible registrant appears on the
drawing, and proper permit forms and related fees are transmitted
by the Owner, Owner's Agent or Contractor to the Authority
having jurisdiction.
Corporate Seal
Engineer's Seal
CA Rpt I'll
,`,//
.%`%CA R�.,,��
����•`��� •
�EESS/0°-%9�':
•
:����°°��FESSr °.�'�.y''
•:
_ ' =
9 _
=: �� rn
_mem SEAL z1 -
;• C-4168
S
_ .W EAL Zs
v1 036836
' ?1 °�FR/roc & S ^ ��:
:� q °�`''d� �''�^
Drawing No.
3108
`%
/%
Project Manager
Drawn
J. Hegemann
R. Patel
Department Manager
Checked
P. Murphy
P. Murphy
Print/Plot Date
05-16-2019
Asbuilt Drawn
Asbuilt Date
Cli
Dependable Development, Inc
2656 BREKONRIDGE CENTRE DRIVE,104
MONROE, NORTH CAROLINA 28110
P- 704-238-1229
CATAWBA PLANTATION
TOWNHOMES PHASE -2
Drawing Title:
EROSION CONTROL
DETAILS
Project No.
Drawing No.
3108
DWG File Name:
3108 -Erosion Control
EC -6
Plan Phase -2

DATE ISSUED FOR REV
05/16/19 Initial Submittal to City of Charlotte & NCDOT 0
NORrlHC813�0�
N-9 CA—L.4 One -Call Center
0
Know what's below.
0811 before you dig.
Engineer:
(191D
R. Joe Harris & Associates, Inc.
Engineering • Land Surveying • Planning
Management
127 Ben Casey Drive, Suite 101, Fort Mill, S.C. 29708 P: [phone]
www.rjoeharris.com
This drawing shall not be used for construction purposes until the
seal and signature of the responsible registrant appears on the
drawing, and proper permit forms and related fees are transmitted
by the Owner, Owner's Agent or Contractor to the Authority
having jurisdiction.
Corporate Seal
Engineer's Seal
,`SNu1urrri1,1
CA Rpt �,.,��
11111111 ,,l't
%
CA Ro�
����•`��� •
�: �EESS10°.%9�':
Ny•
���.�`��� •
Z. ���^°��FESsj
°Q oy• ;
CATAWBA PLANTATION
�,t
_mem SEAL Z^ -
;• C-4168
SEAL
_ .W s
Z
vi+ 036836
INITIAL PHASE DRAINAGE
AREAS
Project No.
Drawing No.
3108
Project Manager
Drawn
J. Hegemann
R. Patel
Department Manager
Checked
P. Murphy
P. Murphy
Print/Plot Date
05-16-2019
Asbuilt Drawn
Asbuilt Date
Cli
Dependable Development, Inc
2656 BREKONRIDGE CENTRE DRIVE,104
MONROE, NORTH CAROLINA 28110
P: 704-238-1229
CATAWBA PLANTATION
TOWNHOMES PHASE -2
Drawing Title:
EROSION CONTROL
INITIAL PHASE DRAINAGE
AREAS
Project No.
Drawing No.
3108
DWG File Name:
3108—Erosion Control
E C 7
Plan—Phase-2

LEGEND:
. .. ..........
Z11..__� I .... 11 . ........ I'll ........ ......................................
VICINITY MAP - N.T.S.
GRAPHIC SCALE
( IN FEET )
1 inch = 60 ft.
DATE I ISSUED FOR
05/16/19 Initial Submittal to City of Charlotte & NCDOT
NORrlHC813�0�
N-9 CA—L.4 One -Call Center
REVI
0
Know what's below.
0811 before you dig.
7
Engineer:
(191D
R. Joe Harris & Associates, Inc.
OVERALL LIMITS OF DISTURBANCE
Management
127 Ben Casey Drive, Suite 101, Fort Mill, S.C. 29708 P: [phone]
TREE PROTECTION FENCING
This drawing shall not be used for construction purposes until the
-0--��
PROPOSED SILT FENCE
by the Owner, Owner's Agent or Contractor to the Authority
having jurisdiction.
PROPOSED CONSTRUCTION ENTRANCE
Engineer's Seal
,`SNu1urrn1ii
CA Rpt ��.,��
0/,
PROPOSED CONCENTRATION OUTLET
%% •
%9'':
°� Ny•
���.�`��\ •
�pFESSy
°Q oy• ;
CATAWBA PLANTATION
' •., ::; ..
I
x—x
PROPOSED INLET PROTECTION
\I
AREAS
Project No.
Drawing No.
STD
PROPOSED TEMPORARY DITCH
DWG File Name:
3108—Erosion Control
C _ Q
IIS v
�S \ .... \�
PROPOSED STOCK PILE
PROPOSED RIP RAP
j
�\ \
CO
J^\✓�
PROPOSED BAFFLES
. .. ..........
Z11..__� I .... 11 . ........ I'll ........ ......................................
VICINITY MAP - N.T.S.
GRAPHIC SCALE
( IN FEET )
1 inch = 60 ft.
DATE I ISSUED FOR
05/16/19 Initial Submittal to City of Charlotte & NCDOT
NORrlHC813�0�
N-9 CA—L.4 One -Call Center
REVI
0
Know what's below.
0811 before you dig.
7
Engineer:
(191D
R. Joe Harris & Associates, Inc.
—
Engineering • Land Surveying • Planning
Management
127 Ben Casey Drive, Suite 101, Fort Mill, S.C. 29708 P: [phone]
www.rjoeharris.com
This drawing shall not be used for construction purposes until the
seal and signature of the responsible registrant appears on the
drawing, and proper permit forms and related fees are transmitted
by the Owner, Owner's Agent or Contractor to the Authority
having jurisdiction.
Corporate Seal
Engineer's Seal
,`SNu1urrn1ii
CA Rpt ��.,��
0/,
%01111urrnlii
CA Rod
%% •
%9'':
°� Ny•
���.�`��\ •
�pFESSy
°Q oy• ;
CATAWBA PLANTATION
TOWNHOMES PHASE -2
_mem SEAL c-,
;• C-4168
SEAL zs
vi+ 036836
FINAL PHASE DRAINAGE
AREAS
Project No.
Drawing No.
3108
Project Manager
Drawn
J. Hegemann
R. Patel
Department Manager
Checked
P. Murphy
P. Murphy
Print/Plot Date
05-16-2019
Asbuilt Drawn
Asbuilt Date
Cli
Dependable Development, Inc
2656 BREKONRIDGE CENTRE DRIVE,104
MONROE, NORTH CAROLINA 28110
P: 704-238-1229
CATAWBA PLANTATION
TOWNHOMES PHASE -2
Drawing Title:
EROSION CONTROL
FINAL PHASE DRAINAGE
AREAS
Project No.
Drawing No.
3108
DWG File Name:
3108—Erosion Control
C _ Q
IIS v
Plan—Phase-2

do
",fly
:' I_",
E
::::::':.:... j.':::::::::....cIDo
M
_-:.. PROPERTY BOUNDARY... ....... . ( _
I
GARRON VENTURES LLC
DEED BOOK 57 PAGE 643
""'.TAX PARCEL 031-45-879
G'y� ZONING: R-12MF(CD)
�O
c.oOO' .
Tod \\
.
a
a
VICINITY MAP — N.T.S.
vN�O
��,
N
::::.::'.:::....:::::.. I I ..:
I' \,': :f 4 '' � GENERAL NOTE - GRADING/SITE DEVELOPMENT
:\........:::::: :::::.....: t �\
.
.. ....
I... 16
y
J
I I I:
!� .... Lsl ....... I I 'ti
�.
15
:..
�. :.
:'.
....... :..: :..:
. I ...:
... x
,. :.
'. . I 1) ALL REQUIRED PERMITS MUST BE OBTAINED AND A COPY MAINTAINED ON SITE PRIOR TO COMMENCING WORK.
��1
I :I I :.::::I: ;:::: :;...':
2
r.:.... " ::: —�' �... '' w w " I ` 1 ONCE WORK BEGINS, ANY CONSTRUCTION ENTRANCES SHOULD BE INSTALLED BEFORE ALL OTHER MEASURES,
�::....... ........
�' d.......... w :::.:
..
:..', .: .
SA I R #100 .
:::,
::::::.:::.... ' Nfl F LIME ....
FOLLOWED BY ANY NEEDED CULVERTS THE PERIMETER CONTROLS ARE THEN TO BE INSTALLED WITH ONLY THE
0 J
P
;...
:;
\\c
5..
�.:.:.::. ...'" : : ...'. „ ;... I: DISTURBANCE NECESSARY FOR THEIR CONSTRUCTION. ALL REQUIRED EROSION CONTROL DEVICES SHALL BE
Q 0 : I .1 : ....� ...... ; :...: ..
,..:..:.. ..... .......... ,
..... T... -T .................. ..
..:::::: '::' ..." I ...........:..... :..: ' {.:' ` = _ INSTALLED PRIOR TO THE INSTALLATION OF ANY UNDERGROUND UTILITIES OR SITE GRADING ACTIVITIES. SEETHE
:........:.. I I . ::..:::.:: :.:...' :::........:...: . :
.... ..........:::I...... I I .:. , :.:,.�........ ......\ 14v->,, 53
:::::::: ' .... "�-' ..-'� "'. '. 1;1:..'.'':.'.'':' 26 \" . •' `v. 1(3' #C3 C:..... SET ACK APPLICABLE PLAN SHEETS FOR THE NECESSARY EROSION CONTROL REQUIREMENTS, MAINTENANCE AND
I.
:..:.
25
I . ' . I�:..l; ; ::::. '�
:..........
P... LJ : : L... : I I: ::: Vis STABILIZATION OF THE WORK SITE.
52
..
:.
.. i L_F
. .................. w
::: ; ;
....I... tai.. .. � �. . .. �, �. . . . .. . .. _ ._ . .. , . . / .. ... '`�. �'. � 2 DURING CONSTRUCTION AND UNTIL TURF IS ESTABLISHED, ALL EROSION DEVICES SHALL BE MONITORED AND
C \.
.. o o : 50
I.. \::
PROPERTY UN �`
;':::::
.. .'':: 27 MAINTAINED PER THE SPECIFIED MAINTENANCE SCHEDULE SEE EROSION CONTROL PLAN SHEETS). ALL
:....... 4 R ::: :.. /.:..
I ....... I I / :; :; :;;:::
.. ... .. .... .. I ........ ... 4„ '. .
q \... , L_.: "' ' ... ;): COMPLETED WORK AREAS THAT HAVE BEEN BROUGHT TO GRADE SHALL BE SEEDED AND MULCHED
:.:::...
.
I. 20 28
.ti
.... :::::: 1
I I \ 29 3 CONTRACTOR SHALL VERIFY ALL FIELD CONDITIONS PRIOR TO BEGINNING WORK. CONTRACTOR SHALL VERIFY
!':'- i . .':' LOCATION AND DEPTH OF ALL APPLICABLE UTILITIES AFFECTING THE PROJECT ON AND OFF SITE).
Ii� . LSI I O 1 30 ( )
:I:.: 9
z
y 47
'.
.
�..
w w o 18 .:::' :.: : './.:'....:
�_ ��:: 46 4) T
. ......
I: HOURSSHALLTHENORTHCENTERLEAST I N
. z M\ : ::. .:::. .
17 :::: 31 y. ---. \ .
:::: o' o I ADVANCE OF THE CONSTRUCTION.OTINDIVIDUAL TAROYIAGENCIES ANOT PARTICIPATING IN THE ONE-CALE
I.. .
1
.. •fir,
r"
~'
z �` PROGRAM SHALL BE CONTACTED INDEPENDENTLY BY THE CONTRACTOR.
1
::: " .;:
: : .. ,......... I : 1 .............' ..I.' I : " :'. :� ''.. 32 >.::x .a•:.'
{,.
:.1.. _
/y�, \ ': 45
RPpUCED CRSS BUFFER (30).......
.
' 33 5) UPON VERIFICATION OF THE LOCATION AND DEPTH OF ALL UTILITIES, CONTRACTOR SHALL VERIFY THAT THERE
\ 44 ... ARE NO CONFLICTS WITH THE EXISTING UTILITIES. ANY CONFLICTS SHALL BE REPORTED TO THE ENGINEER FOR
:::.:-I . :. I.
�.
:�
:. I....... ..... 34 ::::::
I:...: .
�_ �...... \\\ 43 EVALUATION AND REDESIGN (IF NECESSARY). THE CONTRACTOR SHALL NOT COMMENCE WORK IN THE AREA UNTIL
' . ..' _ _ �I ��� ��� ..'�.'\ �''' � .:.:�:f`�:::::� �::� � THE CONFLICT IS RESOLVED.
z w � \.-•. ...:::.......I.....:::....::::
:::::: �/ 30 R M BUFFED . ..... .... \'••. ::..'::\'.. 35
o _ PROPERTY BOUNDARY
f " 6) ALL EXCAVATION FOR THIS PROJECT SHALL BE CONSIDERED UNCLASSIFIED, UNLESS SPECIAL PROVISIONS ARE
. . ..:..... .... .. ... {" 1 ...... .. :.... 'Q� :: ' STATED IN THE CONTRACT DOCUMENTS.
. f_
l :..... I'. I Imo. �.. .:::.:::::'
...... l.' ..................' ::::::'........ ... ..I. .I............ ...... "::',.V�U�i .. 37 6 .; `> :WOOD CATAWBA CENTER LLC
��� .. .. q 1............
... � 80 UNSUITABLE FILL MATERIALS SHALL BE REMOVED AND DISPOSED
I ".:'::' ::'.:U:'::': v DEED BOOK 31054 PAGE 8 7) DURING EXCAVATION, ALL FOREIGN DEBRIS AND U
:.... �.........20.SLWE SASE ENT .......{�' ..I ..............' �. I.. .. � �'��."'.:. '
f --
t� .. OF OFFSITE OR LOCATION APPROVED BY OWNER
14 110
............. _ � . —..
:.........:' I i — �i• r 41..:' :ZONING: B-1 (CD) CD
L7 -_ �� i .i ......... T Q .....
:.... q.... 2'.,.
................ ► ..
— 40 : ) S ANDA
{........ i� ...... ��� y
THE USE OF BURIAL PITS SHALL BE
ice. .i i' ... \.:. -SITE
OF BURIAL
DRAWINGS SHALL PROVIDED TO THE OWNER. THE ... ►..... L �. iw t
i� }- .. i' _... ' I.' ..:...:::: ......... J::• : �;,) qq 39 COORDINATED WITH THE OWNER AND ENGINEER PRIOR TO USE.
'� ..
.......... . .
— i. �'(--a.......
-7
i. f �..�► ........ .i.... o..'
..` ''�
.:
.. — — — — ....'j = i. i /I ....... j ..... ........ 1 43 38 ....;
. o
:.:-;i ..:......'. ... I �:..:.::� 9 ALL FILL SHALL BE COMPACTED TO 95/° STANDARD PROCTOR ASTM D698 MAXIMUM DRY DENSITY FOR SPECIFIED
:�. �i \:
�.............. I
F. BUILDINGS
i�' 0 0�
..... . .
::: w ...... I o .... ' AND OTHER STRUCTURAL AREAS LIGHTWEIGHT OR PLASTIC SOILS ASSDEDF DEFINED BYTHE GEOTECHNICAL
:...:......................:............-� a'........ .. .
�� EXISTING.STF{E M" .:.... '. 41 /
:.' .... ..
�� �.... .......... ..... .. ...'�"��...�'��� I M DRY DENSITY SHALL BE ATTAINED FOR DRIVEWAY PARKING
... .... .. � �. �........ .......... ©.. /................................. .." 'r ..... ..... .. .. '✓/ '... \���'�.. ENGINEER. 100% STANDARD PROCTOR OF MAXIMUM S, P
.. ........
-- :....:'.........445 DUKE.ROiNEf2IR/W....... .. ``.::::::�.....::':.
..........' � . { LOTS AND BUILDING (UPPER 12 OF SUBGRAD
... " ............. /..:.... .......
S U E.
..I. 40
F\ .15.. E EM NT I .......)........... ..... O� 10 AREAS CUT TO GRADE RESIDUAL SOILS SHALL BE PROOFROLLED MIN. 50,000 LBS OR TESTED BY OTHER MEANS
.: .. w ....w. ..
;. : COOPER AND SONS NC LLC
. .
:::: .. " ... � s N TO ENSURE THAT MATERIAL IS SUITABLE FOR STRUCTURAL LOADING. PLASTIC SOILS SHALL BE UNDERCUT AND
:..: _....... j........j. w.
38
- w..........I......::::::..:::.................. : . : f.::' ::' ;' - DEED BOOK 31843 PAGE 291
::. .e --
. _ ........ ... ... s . 37 - • DISPOSED OF OFFSITE OR LOCATION APPROVED BY OWNER AND REPLACED WITH SUITABLE FILL MATERIAL, AS
.. \ ............... �...''�....'................. .......... ..... . 1 . . . , �: : :� '. TAX PARCEL 031-14-114
::::.......... .:1
"'z L " I �O- �Y DIRECTED BY THE GEOTECHNICAL ENGINEER.
...... .. . .
.......
:'..:::: ' ........-��......'..:::� ATAWB:A: PLAN.TAfif(1N'~P �E. 6-: �L : :: :.: A "I I ... `Z' ' NG: B-1 CD
. .. T ............... i. ( )
.
.... ............. .......:..'�E>SBOdK'..2b66 AGE 5' : : � :.:� : ::.: -..`... li S'i�0
'I
NG
c
"'.::::::::"'I:"".....'I':.'" ...'::::. - _ i SJ 11) ALL FILL FOR STRUCTURAL AREAS SHALL BE PLACED IN 8"-12" LIFTS AND COMPACTED TO 100% STANDARD
...... .... 1 TAX..PAR E.L 31...1.4...290 :.� .... 46 C
.
~" .." "'.. _�-I : ' :.I: r ' - A PROCTOR MAXIMUM DRY DENSITY (ASTM D698) AT NEAR OPTIMUM MOISTURE CONTENT FOR UPPER 12" AS
ZONING. Mv. 1 { .
::.' I :� 47 �' �' o
... . '.
. 1 r I: S MEASURED FROM FINISHED GRADE TOLERANCE SHALL BE +/ 2 /°
EX. 50 NATURAL GAS R/W ll 1 :::::::::::::.:::.:::..... i i : F ( )
J......
::.:.:.::'.....::::.::.::......:: .:: U,...........1i.......::::... ''.....�.....z.. : : :: I �! 48 Te\\ ,�...'
... .. 2
-:..:: _ ........_.....:::::{;�.:.:..:.:.'..'........::"... '.....P..... ..: :' j:' d �C
::::: :... n":::..'' �� { :. : ` 12) FI REQUIRE THE USE OF
I.. \
l I .. EROSION CONTROL BLANKET CB O MINIMIZE AND PREVENT EROSION OF THE SLOPES
........
o \ / { 49' 72 `r RADS E O STEEPER LL SLOPES SHALL BE PER THAN 3'1 SLOPES STEEPER THAN 3'1 MAY
I.:: ...............
l
T
<...: .. _. 50 7
. : . \ 'C
..: I :: I.: : PHASE -1
.. / SA D FI L �2 20
t
::::::::,,:..:.. : 1 ) CAL FEET MAY REQUIRE THE USE OF SYNTHETIC OR
I � I' ..' N . . # a .: : � ;. 3 IF NECESSARY, SLOPES WHICH EXCEED EIGHT (8) VERTICAL 51 l
; .._.:.....Y —1.—/ . I I :...:... I. : . I I. : 70 i' :', I VEGETATIVE MATS, IN ADDITION TO NORMAL SEEDING.
14) COMPACTION WITHIN ROAD RIGHTS-OF-WAY SHALL BE AS REQUIRED BY THE GOVERNING AGENCY. AT A MINIMUM,
THE FOLLOWING STANDARDS SHALL BE MET:
\ � .1 -.II j` . °f ' 100% STANDARD PROCTOR MAXIMUM DRY DENSITY (UPPER 12").
"...
1 /..: \ \ o
.1 ( : : : 3 I r B. AGGREGATE BASE COURSE SHALL BE COMPACTED TO 100% MODIFIED PROCTOR MAXIMUM DENSITY.
I '. ::.. .
5 .. :. 2
L.
. ,P .Ft7Y.$C 1.NDA. ... .. I 54 ..� 3 : v OS \
............ . I � ... LY .... ...... ................: 34 I I I S
I I .: : : \ :; I ..: F C. INTERMEDIATE AND SURFACE HOT MIX ASPHALT COURSES SHALL BE COMPACTED TO A MIN. OF 92% MAXIMUM
z ............. .:...:'. 66 .
:. �: w T :'.,.'.:'.,.::'.'.:,.'.!'.::....... ...
I..
.. a
... ] .... :...... ...... ..\ : i b5..... 4'
Ir I \
w ,
/:
/0 ..........z
"..
�. ` \
.. 65
SPECIFIC GRAVITY
................... .. �. .... ................ .......�... ..... .. .. / 4 . � .. � ... �\ D 00 LBS MI HOT MIX ASHALT TEMPERATURE AT
/...
►..
' .. :: '....
'� �. 64 �.:�.:. :� �: ��. 5 TIME OF DLA DOWN SHALL U ESWITHIAN 20'F OFTHE PLANT DMIX
O
"' ... """ ....... 2.. E. TEMPERATURE MIN. TEMPERATURE SHALL BE NO LESS THAN 220-230 DEGREES .VARIATIONS OF THE MINIMUM
�.. " 63'.
:....:' '..... %" I. , , ::'' \ REQUIREMENTS CAN BE CONSIDERED ON A CASE-BY-CASE BASIS AND
..:.. {.::.::......
/:: ..
X:
::..:..... r ..:::.....:.
:'.. I
. .............. ... .....1......... .. F. MUST BE APPROVED BY THE GEOTECHNICAL ENGINEER.
�. 7
w.... /.
..' ...'
:: .' : :'::..
...... " / ... "i...'... / . \� 15 THE CONSTRUCTION OF ALL STREETS AND DRAINAGE IMPROVEMENTS LOCATED WITHIN THE ROADWAY
� z ....... .
s
:.
�. fSTi. G 1M ... I. j� :' RIGHT-OF-WAY SHALL BE GOVERNED BY THE CITY AND/OR STATE DEPARTMENT OF TRANSPORTATION.
'.'' ' /',.......... x..
..:.: - ..' .z' 59 Q
7
T
U
R 58 ✓
16) RIGHT-OF-WAY ARE THE MAINTENANCE RESPONSIBILITY OF THE INDIVIDUAL PROPERTY OWNER OR HOMEOWNERS
...........
1. . .
/............I1 III .:::: :. a I TREE SAVE
/.: I .................... ..' .. I
��.. I.� . I.....' j. \ AREA 57 . ASSOCIATION (HOA), UNLESS OTHERWISE SPECIFIED. WHEN REQUIRED, PRIVATE DRAINAGE EASEMENTS SHALL
i. :........:.......'. LSI\. :
. ..
. .... ...
w J: ::::::.:::::::: ti
w''... r BE APPLIED AND ANY OBSTRUCTION OR ENCROACHMENT INTO SAID EASEMENT IS PROHIBITED. HOMEOWNER OR
M.1 1 ` 12 �.. .. :
w. 0" . 1 1 BUILDER IS SOLELY AT RISK FOR THE REMOVAL AND/OR DAMAGE OF HARDSCAPES, LANDSCAPING, STRUCTURES
._ .. ...{ .. } "........ 1 \,, HUNTERSVILLE INVESMENT LLCM OR OTHER IMPROVEMENTS PLACED WITHIN THE EASEMENTS SHOULD MAINTENANCE NEED TO BE PERFORMED.
�: ... \ \ 13..
I.: ...... ............ .. �... :: ..:::.:::.'::. / DEED BOOK 20223 PAGE 39
l `. I I
I I I�17 THE BUILDER SHALL BE RESPONSIBLE FOR MEETING THE BUILDING FOUNDATION DRAINAGE REQUIREMENTS AS
3
2. .
: \ I". .I 31 031-14-104)
: ......
:.....•......
TAX PARCEL
: I :r. 1 " �_ M �� .� .� ' \ .: 15:' ZONING: B-2 / SPECIFIED IN THE INTERNATIONAL RESIDENTIAL CODE (CURRENT VERSION AS ADOPTED BY GOVERNING AGENCY).
. :.'. — �
�:
. .
.
1 T THE BUILDING FOUNDATION
�. : ..' ....�..W. 8) ENGINEER DOES NOT WARRANT THAT ANY OR ALL LOTS HAVE BEEN SETUP TO MEET
i�ROPO ED
1 n _
:. I , : : DRAINAGE REQUIREMENTS SET FORTH IN THE INTERNATIONAL RESIDENTIAL CODE.
'29
. . . I : - I KIIOS X I 18 17.:.. ..
. .
:.. I I :... �. G�
: : : I..: " 5 PHASE -11 19) BUILDER SHALL BE RESPONSIBLE FOR MAINTAINING THE ESTABLISHED DRAINAGE PATTERNS OR ENSURING THAT
: : : . .
I :. / ..'' ..''
. . ( . . : I :.. `\ :..._ / / _ I 20 G�Q� ANY ALTERATIONS TO THE ESTABLISHED DRAINAGE PATTERNS WILL NOT ADVERSELY IMPACT THE RECEIVING
:�:
\ w / '
. STORM DRAINAGE SYSTEM AND/OR DOWNSTREAM PROPERTY OWNER.
. . : . { /
.. '...w
`i I'''...... I... 21
.
. 0. 0
.
I
... ..
. I cn 22 ✓
: I 2) CONDITIONS, CONSTRUCTION TOLERANCES BY
.
I
AND BETWEEN OWNER/CONTRACTOR, AND OTHER CONDITIONS
.
�"�� .I''�� g ... "�.���\:� / T TO CHANGE
j
/'�� ..'�� . 0 FINAL ELEVATIONS ARE SUBJEC E BASED UPON SITE C S C
. :: I ..\(
I U
. �_ Q
.. \ ........... _
w Elf 24
�.'
.. 1' . 1' .. ..... ..''' O w 25 • ✓
LTJ =
_ \ I O o l .' 26 ........ .
\' TREE PROTECTION NOTES FOR SUBDIVISION:
....
'1..'' ............. .':f: I : of 27 PE ....'L T90F, cF
1 TREE PROTECTION FENCE/BARRICADES MUST MEET OR EXCEED TREE ORDINANCE REQUIREMENTS
''... .. {.N .'' .I. ''..... .. I. I 28 : DEED-- BOOK ,119.35.. -PA -6E: 5y�9 +FO �y� .
I........{...... TAX P 4R�E[ .031'=1.4-. �,y o O
I I I I ZONING!$ -2 ��' 9 n0�� 2. TREE PROTECTION FENCE/BARRICADES MUST BE INSTALLED BEFORE ANY DEMOLITION/CLEARING/
I' I = : = I �� F�Go�
w w ................. ::
�.. \ o = 0 . 0 \�� u� A GRADING/CONSTRUCTION AND NOT REMOVED UNTIL AFTER AN INSPECTION BY URBAN FORESTRY
_ _ _ ✓ I I I : �`�� �,o� 3. NO SOIL DISTURBANCE OR COMPACTION, CONSTRUCTION MATERIALS, TRAFFIC, BURIAL PITS, TRENCHING OR
0 I Imo' I I I / / �, 0 O� OTHER LAND DISTURBING ACTIVITIES ALLOWED IN TREE SAVE AREAS.
I I
I., : :' z.".... TREE SAVE \ F -i-J.
I :I:........I AREA / �O� �O F
I I I .l I :{ '. . '' I 4. VIOLATIONS OF THE TREE PROTECTION REQUIREMENTS ARE SUBJECT TO FINES, AND/OR IMMEDIATE CORRECTIVE
I ACTION/MITIGATION.
I I �........ ..... \
LLJ = OVERHEAD . 5. ALL TREES ON PUBLIC PROPERTY ARE PROTECTED BY ORDINANCE AND REMOVAL MUST BE APPROVED BY THE
.... /.'
0 o ELECTRIC LINE �� CITY ARBORIST @ [phone].
I I :' � ...'.' " ��P�`h .. \ SHEET GP -2 6. INE OF THE DESIGNATED TREE SAVE AREA(S)
SHOW TREE PROTECTION FENCE AT LEAST 5 FEET BEYOND THE DRIPL
I I DUKE ENERGY CAROLINAS LLC . �:.::: / .: V � l WHENEVER POSSIBLE AT NO LESS THAN THE LOCATIONS SHOWN ON
DEED BOOK 4677 PAGE 309 :EVAN T�KARAGIAS `L F
�\ J� / \
I I DEE BOOK 274..28 PAGE 6' �
w w TAX PARCEL 031-44-108 7. TREE SAVE FENCING MAY BE REMOVED/OMITTED UPON ALL COMPLETED AND BUILT -OUT PORTIONS OF THE
_ _ : : :TAX P'4RCEL"fl31-.44-10.7"'�..':::::::. / DEVELOPMENT EXAMPLE: OCCUPIED HOME LOTS).
0 0 NING:1=1 j ( )
I I .' ( "%....' ..
I I 8. APPROVED UTILITY/STORM
L
DRAINAGE WORK AND IIN INSTALLATION ONEOF ANY REQUIRED LANDSCAPE PLANTINGS.
I I
.
I I / \
w w �- ` 9. COORDINATE ALL ACTIVITIES WITHIN THE TREE SAVE LIMITS WITH THE URBAN FORESTRY SPECIALIST, GARY
_ _ /� ° �' TURNER, AT (704)-517-5664
0 0 ..
�\ �....."',
I I
I I \
\ \ :::: .
I I \ \
LII I II .'\ \ .. :I:::`.: `....,
GRAPHIC SCALE
( IN FEET )
1 inch = 100 ft.
DATE I ISSUED FOR
05/16/19 Initial Submittal to City of Charlotte & NCDOT
NORllHC813�0
N-9 CA—L.4 One -Call Center
REV
0
Know what's below.
0811 before you dig.
Engineer:
R. Joe Harris & Associates, Inc.
Engineering • Land Surveying • Planning
Management
127 Ben Casey Drive, Suite 101, Fort Mill, S.C. 29708 P: [phone]
www.rjoeharris.com
This drawing shall not be used for construction purposes until the
seal and signature of the responsible registrant appears on the
drawing, and proper permit forms and related fees are transmitted
by the Owner, Owner's Agent or Contractor to the Authority
having jurisdiction.
Corporate Seal
Engineer's Seal
r
111111,1
RO/1.
''��
—6.
:\\A r CA o �'i
.`` ,R,\ ..
�`,�kJ: �EESS/p°°`��q''�
• 4,y •
.``:-
.... °, .
�`���: °�pFESSj°°•%y''�
• I o4••. ;
.Q
:p 9
- :;10m SEAL �° -
,?5 C-4168 z F � =
_ :W SEAL Zs -
= f, 036836 5 =
of ° FSPA�n I . •
: A . ,Y, 1�11> 1 .00. �
3108
N 1111 n 11",
////N u n 1111,10V
Project Manager
Drawn
J. Hegemann
R. Patel
Department Manager
p 9
Checked
P. Murphy
I P. Murphy
Print/Plot Date
05-16-2019
Asbuilt Drawn
Asbuilt Date
Cli
Dependable Development, Inc
2656 BREKONRIDGE CENTRE DRIVE,104
MONROE, NORTH CAROLINA 28110
P: 704-238-1229
CATAWBA PLANTATION
TOWNHOMES PHASE -2
Drawing Title:
OVERALL GRADING PLAN
Project No.
Drawing No.
3108
D' File
G P 1
3108- Grading Plan Phase -2

1�� i.��,..lll�wi�r�i©I��li��lll��ll�l��0�- �� � � ,®il®�I �r■t�:�'I� � -l�i��
WIN
OWN,
all 0�,M" 1 1101 OF All
E
c
VICINITY MAP - N.T.S.
680
670 c
c
660 v
c
c
c
640
v
610
0+00
NONE
-49
ao�
50"
127 Ben Casey Drive, Suite 101, Fort Mill, S.C. 29708 P: [phone]
51
a
seal and signature of the responsible registrant appears on the
aoN
52'
E
c
VICINITY MAP - N.T.S.
680
670 c
c
660 v
c
c
c
640
v
610
0+00
NONE
A�����������������������
yti0 °�
Management
127 Ben Casey Drive, Suite 101, Fort Mill, S.C. 29708 P: [phone]
www.rjoeharris.com
This drawing shall not be used for construction purposes until the
seal and signature of the responsible registrant appears on the
O
by the Owner, Owner's Agent or Contractor to the Authority
having jurisdiction.
Engineer's Seal
�y0
,`��Nuuu�ii,i
�EE-SS/0°�%9:
Ny•
PROPERTY BOUNDARY
ti0�
U U_
SEAL Zs
'j; 036836
&S•, "���.`
:: ..................
rm
•
D' File
1/2 CLASS A BUFFER
GP -2j
y
O /
...................
y
OS
o......
y
O
.....
..............
..... .... ....... .....
:
.................. .....
-
�.
:. ::
..........................
IIMENOMINEE
GRAPHIC SCALE
......... .�yss i
Oy �^ -50 0 25 50 100
0+30 0+60 0+90 1+20 1+49.32 ...........y I
1 inch = 2ft. �\
DATE ISSUED FOR REV
05/16/19 Initial Submittal to City of Charlotte & NCDOT 0
NORrlHC813�0�
N-9 CA—L.4 One -Call Center
0
Know what's below.
0811 before you dig.
Engineer:
v\
yti0 °�
Management
127 Ben Casey Drive, Suite 101, Fort Mill, S.C. 29708 P: [phone]
www.rjoeharris.com
This drawing shall not be used for construction purposes until the
seal and signature of the responsible registrant appears on the
O
by the Owner, Owner's Agent or Contractor to the Authority
having jurisdiction.
Engineer's Seal
�y0
,`��Nuuu�ii,i
�EE-SS/0°�%9:
Ny•
PROPERTY BOUNDARY
ti0�
U U_
SEAL Zs
'j; 036836
&S•, "���.`
:: ..................
rm
•
D' File
1/2 CLASS A BUFFER
GP -2j
y
O /
...................
y
OS
o......
y
O
.....
..............
..... .... ....... .....
:
.................. .....
-
�.
:. ::
..........................
GRAPHIC SCALE
......... .�yss i
Oy �^ -50 0 25 50 100
0+30 0+60 0+90 1+20 1+49.32 ...........y I
1 inch = 2ft. �\
DATE ISSUED FOR REV
05/16/19 Initial Submittal to City of Charlotte & NCDOT 0
NORrlHC813�0�
N-9 CA—L.4 One -Call Center
0
Know what's below.
0811 before you dig.
Engineer:
R. Joe Harris & Associates, Inc.
Engineering • Land Surveying • Planning
Management
127 Ben Casey Drive, Suite 101, Fort Mill, S.C. 29708 P: [phone]
www.rjoeharris.com
This drawing shall not be used for construction purposes until the
seal and signature of the responsible registrant appears on the
drawing, and proper permit forms and related fees are transmitted
by the Owner, Owner's Agent or Contractor to the Authority
having jurisdiction.
Corporate Seal
Engineer's Seal
,`�Nuiurrni,i
,`��Nuuu�ii,i
�EE-SS/0°�%9:
Ny•
:��^°�rjFESSj °•.��-9'':
°Q oy• ;
CATAWBA PLANTATION
Q_
r
_mem SEAL c-,: .W
;• C-4168 Z °
SEAL Zs
'j; 036836
&S•, "���.`
'.,.9,.°. ° �`.`
3108
•
D' File
Project Manager
Drawn
J. Hegemann
R. Patel
Department Manager
Checked
P. Murphy
P. Murphy
Print/Plot Date
05-16-2019
Asbuilt Drawn
Asbuilt Date
Cli
Dependable Development, Inc
2656 BREKONRIDGE CENTRE DRIVE,104
MONROE, NORTH CAROLINA 28110
P- 704-238-1229
CATAWBA PLANTATION
TOWNHOMES PHASE -2
Drawing Title:
GRADING PLAN
Project No.
Drawing Ir,
3108
D' File
GP -2j
3108- Grading Plan_Phase-2

E
c
\/Ir_InIITV KAAP _ nI T.S.
PCSO SUMMARY
Original Parcel ID Number(s):
3114103
Development Type:
Mixed -Use
Subject to PCSO? Y/N
Yes
If NO, why?
-- Click for Dropdown --
Watershed:
Western Catawba
Disturbed Area (ac):
8
Site Area (ac):
10
•
%9'':
°� Ny•
DA#1 DA#2
Total on-site Drainage Area (ac):
7.9
Existing Built -upon -area (SF):
0
Existing BUA to be removed (SF):
0
Existing BUA to remain (SF):
0
Proposed New BUA (SF):
4.16
Proposed % BUA:
52.65
Density (High / Low)
High
Total Post -Project BUA for site:
4.16
Development or Redevelopment?
Development
Natural Area Required (ac):
1.00
Natural Area provided, total (ac):
3.78
Undisturbed Treed Natural Area Preserved (ac):
1.80
Total stream buffer protected on-site (ac):
0.41
Transit Station Area? Y/N
No
Distressed Business District? Y/N
No
Mitigation Type (if applicable)
-- Click for Dropdown --
Natural Area mitigation? Y/N
No
Buffer Mitigation? Y/N
No
Total Phosphorous Mitigation? Y/N
No
GRAPHIC SCALE
50 100
( IN FEET )
1 inch = 50 ft.
NATURAL AREA CALCULATIONS Ce#414 \ j I L............'.......
sss 11 1 k
N
'; i / DA= 0.26 Ac. : : is : \� I .I
TYPE OF
AREA
CONVERSION
NATURAL AREA
AREA
(ACRES)
FACTOR
(EQUIVALENT ACRES)
TREE SAVE AREAS
1.80
-
1.80
COMMON OPEN
,`SNuiurrniii
��� CA Rpt �,.,��
%0111iurrniii
�� CA Ro�
•
%9'':
°� Ny•
AREAS
1.50
-
1.50
VEGITATED
AREAS
Project No.
Drawing N,
UTILITY R.O.W'S
0.54
0.25
0.14
PLANTING
3108- Grading Plan_Phase-2
STRIPS
0.45
0.75
0.34
TOTAL: 3.78 ACRES �
REQUIRED: 1.00 ACRES
it -
DATE ISSUED FOR REV
05/16/19 Initial Submittal to City of Charlotte & NCDOT 0
NORrlHC813�0�
N-9 CA—L.4 One -Call Center
0
Know what's below.
0811 before you dig.
Engineer:
(191D
R. Joe Harris & Associates, Inc.
Engineering • Land Surveying • Planning
Management
127 Ben Casey Drive, Suite 101, Fort Mill, S.C. 29708 P: [phone]
www.rjoeharris.com
This drawing shall not be used for construction purposes until the
seal and signature of the responsible registrant appears on the
drawing, and proper permit forms and related fees are transmitted
by the Owner, Owner's Agent or Contractor to the Authority
having jurisdiction.
Corporate Seal
Engineer's Seal
,`SNuiurrniii
��� CA Rpt �,.,��
%0111iurrniii
�� CA Ro�
•
%9'':
°� Ny•
•
:°;pFESs1
°Q oy• ;
CATAWBA PLANTATION
= �� r
_mem SEAL Z^ -
;• C-4168
: SEAL
_ .W Zs
'j; 036836
AREAS
Project No.
Drawing N,
3108
--,,..... `%
,,,,,..... r., N,`
Project Manager
Drawn
J. Hegemann
R. Patel
Department Manager
Checked
P. Murphy
P. Murphy
Print/Plot Date
05-16-2019
Asbuilt Drawn
Asbuilt Date
Cli-
Dependable Development, Inc
2656 BREKONRIDGE CENTRE DRIVE,104
MONROE, NORTH CAROLINA 28110
P: 704-238-1229
CATAWBA PLANTATION
TOWNHOMES PHASE -2
Drawing Title:
STORM DRAINAGE
AREAS
Project No.
Drawing N,
3108
D' File
GP -3--i
3108- Grading Plan_Phase-2

Name
EX. Pipe -302
EX. Pipe -303
EX. Pipe -304
EX. Pipe -305
Pipe -301
Pipe -401
US
Storm#400
DS
Size
STORM
Material
SCHEDULE
US Invert DS Invert
661.460 661.320
Length
Slope
US Rim
665.87
669.09
669.09
668.48
665.79
US
EX.CB#302
EX.CB#301
18"
RCP
24.15'
51.19'
32.00'
49.51'
169.87'
0.58%
EX.CB#303
EX.CB#304
EX.DG#305
EX.CB#301
EX.CB#302
EX.CB#303
EX.CB#304
CB#417
Outfall - 1
18"
RCP
664.490 661.660
664.880 664.690
665.380 665.130
661.120 652.000
5.53%
0.59%
0.50%
5.37%
0.60%
18"
RCP
18"
RCP
18"
RCP
C13#401
30"
RCP
648.230 648.000
38.36'
654.66
Pipe -402
CB#402
C13#401
24"
RCP
649.080
648.730
57.87'
0.60%
653.98
Pipe -403
Pipe -404
Pipe -405
Pipe -406
Pipe -407
CB#403
C13#402
C13#403
CB#404
CB#405
CB#406
24"
RCP
649.840 649.280
650.890 650.040
651.800 651.390
652.350 652.000
652.820 652.550
93.07'
141.68'
67.96'
24.51'
39.52'
0.60%
0.60%
0.60%
1.43%
0.68%
654.80
656.45
657.07
657.04
657.40
CB#404
24"
RCP
CB#405
18"
RCP
CB#406
18"
RCP
C13#407
18"
RCP
Pipe -408
Pipe -409
Pipe -410
Pipe -411
Pipe -412
Pipe -413
Pipe -414
C13#408
C13#407
18"
RCP
655.070
661.350
653.020
137.68'
1.49%
661.17
667.25
671.19
674.48
657.98
658.71
CB#409
C13#408
18"
RCP
655.270
118.40'
5.14%
5.49%
5.84%
0.61%
0.60%
CB#410
C13#409
CB#410
CB#405
C13#412
18"
RCP
665.900 661.550
670.020 666.100
652.300 652.000
652.930 652.500
653.280 653.130
79.28'
67.16'
49.19'
72.10'
CB#411
18"
RCP
CB#412
18"
RCP
C13#413
18"
RCP
C13#414
CB#413
18"
RCP
24.37'
0.62%
658.70
Pipe -415
C13#415
C13#402
18"
RCP
649.923
649.780
23.90'
0.60%
653.95
Pipe -416
Pipe -417
Pipe -418
Pipe -419
Pipe -420
CB#416
C13#401
C13#401
C13#403
CB#407
C13#408
18"
RCP
649.373 649.230
651.800 649.230
650.684 650.540
653.165 653.020
655.415 655.270
23.90'
57.47'
24.01'
24.12'
24.18'
0.60%
4.47%
0.60%
0.60%
0.60%
654.74
656.75
654.81
657.40
661.16
CB#417
18"
RCP
CB#418
18"
RCP
CB#419
18"
RCP
C13#420
18"
RCP
Pipe -421
C13#421
C13#422
CB#409
C13#411
18"
18"
RCP
RCP
661.697
670.390
661.550
670.220
24.43'
0.60%
0.61%
667.40
675.17
658.07
654.00
659.44
Pipe -422
Pipe -423
Pipe - 424
Pipe - 425
27.86'
25.88'
129.78'
91.38'
CB#423
C13#412
C13#416
DG#424
18"
RCP
652.655 652.500
650.402 649.623
651.148 650.600
0.60%
0.60%
0.60%
DG#424
15"
RCP
DG#425
15"
RCP
Storm Bypass STORM SCHEDULE
Name
Pipe -500
US
DS
MH #500
123.42'
Pipe -501
Pipe -502
MH #501
MH #500
DG #502
MH #501
Pipe -503
Pipe -504
Pipe -505
DG #503
DG #502
DG #504
DG #503
DG #505
DG #502
Size Material US Invert DS Invert Length Slope US Rim
24"
RCP
650.300
648.000
123.42'
1.86%
0.60%
0.60%
657.77
658.89
660.00
24"
RCP
651.040
650.500
651.240
89.78'
24"
RCP
651.780
90.00'
24"
RCP
655.699
657.340
654.050
651.980
656.449
652.530
105.00'
139.52'
105.00'
3.54%
0.64%
1.45%
662.68
661.64
660.00
15"
RCP
15"
RCP
DATE ISSUED FOR REV
05/16/19 Initial Submittal to City of Charlotte & NCDOT 0
NORTHC813�0�
N-9 CA - L.4 One -Call Center
0
Know what's below.
-call before you dig.
Engineer:
R. Joe Harris & Associates, Inc.
Engineering • Land Surveying • Planning
Management
127 Ben Casey Drive, Suite 101, Fort Mill, S.C. 29708 P: [phone]
www.rjoeharris.com
This drawing shall not be used for construction purposes until the
seal and signature of the responsible registrant appears on the
drawing, and proper permit forms and related fees are transmitted
by the Owner, Owner's Agent or Contractor to the Authority
having jurisdiction.
Corporate Seal
Engineer's Seal
Dependable Development, Inc
2656 BREKONRIDGE CENTRE DRIVE,104
�EE.SS/0°�%9�':
4y1
:����FESSj
°Q oy• ;
CATAWBA PLANTATION
TOWNHOMES PHASE -2
_mem SEAL C-,)
;• C-4168
Q.
SEAL Zs
vi+ 036836
&S•, "���.`
'.,.9,.°. ° �`.`
Drawing No.
•
D' File
Project Manager
Drawn
J. Hegemann
R. Patel
Department Manager
Checked
P. Murphy
P. Murphy
Print/Plot Date
05-16-2019
Asbuilt Drawn
Asbuilt Date
Cli-
Dependable Development, Inc
2656 BREKONRIDGE CENTRE DRIVE,104
MONROE, NORTH CAROLINA 28110
P: 704-238-1229
CATAWBA PLANTATION
TOWNHOMES PHASE -2
Drawing Title:
GRADING PLAN
STORM DRAIN CHART
Project No.
Drawing No.
3108
D' File
G P 4
3108- Grading Plan -Phase -2

POST -CONSTRUCTION
CONTROLS EASEMENT
RIP RAP APRON
LENGTH=14 FT
WIDTH= 16 FT
DEPTH= 15"
DETENTION BASIN BARREL-
58LF-24" RCP @ 0.86%
INV. IN 662.50
INV. OUT 662.00
3'X3'1.D. PRECAST STRUCTURE /
WE I R=830..00
6" PERFORATED
DRAIN PIPE
43' X 30' SAND
FILTER AREA
FOREBAY SPILLWAY
Lg10197:111:797;TTI 10
12" PERFORATED
RISER
10'
TOP OF EMBANKMENT "A" 654.00'
EMERGENCY SPILLWAY "B" 652.50'
Q�
O
�v
17!1%A17!177)h17!nllw 01711 1 1A/AV
BMP SAND FILTER #100
DETAIL - N.T.S.
U.
TOP OF SLAB -"C2"
O WEIR ELEV.-"C1"
\ CPv ELEV. = 651.13
1 -YR - 24HR ELEV. = 650.62'��BAY TOP
6" DRAIN PIPE (PERFORATED DOUBLE
WALL HDPE)(CONSTRUCTED @0.00°/"
SLOPE)
662.50'
—20 0 1
Sand Filter Maintenance Tasks and Schedule
TASK
SCHEDULE
Street sweep parking lot
Quarterly
Remove trash
Monthly
Inspect outlet for obstructions
Monthly
Inspect for clogging
Monthly
Inspect inlet grates
Monthly
Skim sand media
Yearly
Pump oil and grit from
sedimentation chamber
Yearly or at 50% full
Replace sand media
As needed (expect 3 years)
BMP SAND FILTER #200
TOP OF BERM = 654.00
EMERGENCY SPILLWAY= 652.50
PRINCIPAL WEIR= 652.00
BOTTOM OF BASIN=648.00
GRAPHIC SCALE
( IN FEET )
1 inch = 20 ft.
"A,
"B" "C1"
"C2" "D"
"F"
"G"
POND
ELEV.
ELEV. ELEV.
ELEV. SIZE
INV.
SIZE
SLOPE
INV. U/S
INV. D/S
SIZE
SLOPE
#200 654.00
652.50 652.00
653.00 6.00"
645.50
24" RCP
0.81%
645.50
645.00
12"
0.00%
�.
S
.,L.
,�'►� 11111►�`````
BMP-
31 08BMP Plan Phase -2
VICINITY MAP - N.T.S.
MAINTENANCE ACCESS - CITY OF CHARLOTTE BMP DESIGN STANDARD MANUAL SECTION 4.8.7
ADEQUATE ACCESS MUST BE PROVIDED FOR ALL SAND FILTER SYSTEMS FOR INSPECTION AND MAINTENANCE,
INCLUDING THE APPROPRIATE EQUIPMENT AND VEHICLES. ACCESS GRATES TO THE FILTER BED MUST BE INCLUDED IN A
PERIMETER AND UNDERGROUND SAND FILTER DESIGN. THE ACCESS LOCATION MUST BE SPACED SO THAT ALL
UNDERGROUND LOCATIONS ARE WITHIN 25 FEET FROM SURFACE ACCESS. FACILITY DESIGNS MUST ENABLE
MAINTENANCE PERSONNEL TO EASILY REPLACE UPPER LAYERS OF THE FILTER MEDIA. SEE APPROPRIATE
JURISDICTION'S LAND DEVELOPMENT STANDARDS MANUAL FOR THE WIDTH OF THE REQUIRED EASEMENT (PCCE OR
SDE).
MAINTENANCE REQUIREMENTS FOR ALL BMPs
BMPS SHALL BE MAINTAINED BY THE OWNER OF THE SUBJECT PROPERTY. THE FOLLOWING REQUIREMENTS SHALL BE
MET FOR ALL BMPS THAT HAVE BEEN CONSTRUCTED ON PRIVATELY -OWNED PROPERTY AND NOT WITHIN A PUBLIC
EASEMENT.
1. MAINTENANCE COVENANTS. PRIOR TO PLAN APPROVAL AND ISSUANCE OF A STORM WATER MANAGEMENT PERMIT,
THE APPLICANT OR OWNER OF THE BMP SHALL ESTABLISH A FORMAL MAINTENANCE COVENANT APPROVED BY THE
MECKLENBURG COUNTY LAND USE AND ENVIRONMENTAL SERVICES AGENCY AND RECORDED IN THE OFFICE OF
THE REGISTER OF DEEDS IN WHICH THE OWNER ACKNOWLEDGES THE DUTY OF THE OWNER AND ALL SUBSEQUENT
OWNERS OF THE PROPERTY TO MAINTAIN THE BMP IN ACCORDANCE WITH THE TERMS OF THE COVENANT. A
MAINTENANCE PLAN AND SCHEDULE SHALL BE INCLUDED AS PART OF THE COVENANT AS WELL AS A MECHANISM
FOR FUNDING MAINTENANCE AND REPAIRS. THIS MAINTENANCE COVENANT SHALL ALSO SPECIFY THE
HOMEOWNERS ASSOCIATION OR OTHER PARTY RESPONSIBLE FOR MAINTENANCE OF THE BMP. A HOMEOWNERS
ASSOCIATION OR SIMILAR LEGAL ENTITY HAS THE POWER TO COMPEL CONTRIBUTIONS FROM RESIDENTS OF A
DEVELOPMENT TO COVER THEIR PROPORTIONATE SHARES OF THE COSTS ASSOCIATED WITH BMP MAINTENANCE.
EXAMPLES OF A TYPICAL MAINTENANCE COVENANT, MAINTENANCE PLAN AND INSPECTION CHECKLIST ARE
PROVIDED IN THE ADMINISTRATIVE MANUAL FOR IMPLEMENTATION OF THE POST -CONSTRUCTION STORM WATER
ORDINANCE. THIS MANUAL IS AVAILABLE ON THE FOLLOWING WEBSITE: HTTP://STORMWATER.CHARMECK.ORG
(SELECT "REGULATIONS", SELECT "POST -CONSTRUCTION PROGRAMS & MANUALS", SELECT "MECKLENBURG
COUNTY, TOWNS OF CORNELIUS DAVIDSON, MATTHEWS, MINT HILL, HUNTERSVILLE & PINEVILLE", SELECT
"POST -CONSTRUCTION ADMINISTRATIVE MANUAL - COUNTY AND TOWNS").
2. REQUIREMENTS FOR THE MAINTENANCE COVENANTS. BMPS SHALL BE INSPECTED AT A MINIMUM OF ANNUALLY BY
A QUALIFIED PROFESSIONAL AS DESCRIBED IN THE MAINTENANCE COVENANT. THE PURPOSE OF THIS INSPECTION
IS TO IDENTIFY MAINTENANCE AND REPAIR NEEDS TO ENSURE THE LONG-TERM FUNCTIONALITY OF THE BMP. ANY
IDENTIFIED MAINTENANCE AND/OR REPAIR NEEDS SHALL BE ADDRESSED IN A TIMELY MANNER. THE INSPECTION
AND MAINTENANCE REQUIREMENT MAY BE INCREASED AS DEEMED NECESSARY BY THE MECKLENBURG COUNTY
WATER QUALITY PROGRAM (MCWQP) TO ENSURE PROPER FUNCTIONING OF THE BMP.
3. RECORDS OF INSTALLATION AND MAINTENANCE ACTIVITIES. PARTIES RESPONSIBLE FOR THE INSPECTION,
OPERATION, AND MAINTENANCE OF A BMP SHALL MAINTAIN RECORDS OF THE INSTALLATION OF ALL THE
MAINTENANCE AND REPAIRS AND SHALL RETAIN THE RECORDS FOR THE LIFE OF THE BMP. AFTER INSPECTIONS
AND MAINTENANCE HAVE BEEN PERFORMED, A COPY OF THE INSPECTION CHECKLIST SHALL BE FORWARDED BY
THE OWNER TO MCWQP WITHIN TWO WEEKS OF THE INSPECTION. THE ADMINISTRATIVE MANUAL FOR
IMPLEMENTATION OF THE POST -CONSTRUCTION STORM WATER ORDINANCE CONTAINS AN EXAMPLE OF A TYPICAL
INSPECTION CHECKLIST. THIS MANUAL IS AVAILABLE ON THE FOLLOWING WEBSITE:
HTTP://STORMWATER.CHARMECK.ORG (SELECT "REGULATIONS", SELECT "POST -CONSTRUCTION PROGRAMS &
MANUALS", SELECT "MECKLENBURG COUNTY, TOWNS OF CORNELIUS DAVIDSON, MATTHEWS, MINT HILL,
HUNTERSVILLE & PINEVILLE", SELECT "POST -CONSTRUCTION ADMINISTRATIVE MANUAL - COUNTY AND TOWNS").
MCWQP STAFF WILL FILE SUBMITTED INSPECTION FORMS AND ENTER THE INSPECTION INFORMATION INTO A BMP
MAINTENANCE DATA BASE TO TRACK INSPECTIONS AND MAINTENANCE PERFORMED. ALL INSPECTION CHECKLISTS
ARE TO BE MAILED TO 700 NORTH TRYON STREET, CHARLOTTE, NC 28202, ATTENTION: WATER QUALITY PROGRAM.
4. WATERING AND MAINTENANCE RESPONSIBILITIES DURING DIFFERENT PHASES OF A PROJECT SHALL GENERALLY
BE DEFINED AS FOLLOWS, UNLESS CONTRACTUAL OBLIGATIONS REQUIRE OTHERWISE:
- CONSTRUCTION PHASE: DEVELOPER/BUILDER
- PROJECT ACCEPTANCE: BUILDER
- PROPERTY OWNERSHIP TRANSFER: BUILDER/PROPERTY OWNER
- WARRANTEE PHASE: PROPERTY OWNER
- OPERATION PHASE: PROPERTY OWNER/HOMEOWNERS ASSOCIATION
BMP CONSTRUCTION SEQUENCE NOTES:
1. CALL THE WATER QUALITY INSPECTOR TO SET UP A BMP PRE -CONSTRUCTION MEETING PRIOR TO STARTING ANY
WORK ON BMPS. THIS MEETING SHOULD TAKE PLACE AT LEAST 48 HOURS PRIOR TO STARTING CONSTRUCTION
ON ANY BMP AND SHALL INCLUDE THE DESIGN ENGINEER TO ENSURE ENGINEER INSPECTIONS ARE PERFORMED
AT KEY BMP INSTALLATION PHASES.
2. THE DESIGN ENGINEER MUST VERIFY AND CERTIFY THE DRAINAGE AREA IS PROPERLY STABILIZED; MEASURES
ARE IN PLACE TO PREVENT SEDIMENTATION INTO THE BMP, THE STORM DRAINS, INLETS AND PAVEMENT HAVE
BEEN PROPERLY CLEANED PRIOR TO COMMENCEMENT OF BMP CONSTRUCTION.
3. ADDITIONAL MEASURES, TO ENSURE PROPER CONSTRUCTION AND OPERATION OF THE BMP, MAY BE REQUIRED
BY THE WATER QUALITY INSPECTOR.
4. A DOUBLE -RINGED INFILTROMETER TEST (ASTM D 3385), OF THE BOTTOM OF THE BMP, MUST BE SUBMITTED TO
THE WATER QUALITY INSPECTOR PRIOR TO THE INSTALLATION OF THE UNDERDRAIN SYSTEM.
5. THE RESULTS OF THE DOUBLE -RINGED INFILTROMETER TEST MUST SHOW INFILTRATION CAPABILITIES,
CONFIRMED BY THE DESIGN ENGINEER, AND SUBMITTED FOR BMP AS -BUILT APPROVAL.
6. THE ENGINEER OF RECORD SHALL SUBMIT PHOTO EVIDENCE OF SAND FILTER CONSTRUCTION FOR AS -BUILT
APPROVAL.
7. WATER QUALITY INSPECTOR: NICK FINELLI, 980-721-9390
DATE ISSUED FOR REV
05/16/19 Initial Submittal to City of Charlotte & NCDOT 0
NORTHC�130L/IVA1
N.4� &4d4.6 One -Call Center
15
Know what's below.
Call before you dig.
Project Manager
R. Joe Harris & Associates, Inc.
Engineering • Land Surveying • Planning
Management
127 Ben Casey Drive, Suite 101, Fort Mill, S.C. 29708 P: [phone]
www.rjoeharris.com
This drawing shall not be used for construction purposes until the
seal and signature of the responsible registrant appears on the
drawing, and proper permit forms and related fees are transmitted
by the Owner, Owner's Agent or Contractor to the Authority
having jurisdiction.
Corporate Seal
Engineer's Seal
,,00 CA
,•``��N. CARp� ��.,��
,``111111111//,,,
��H CA /?o
ESS/p' any'';
OQ` N9�
a
�``��:'�pFESS1,0*
Q
a
.
= a m SEAL �,�a ==
oa C-4168 a _
a W SEAL " a 2
= o 036836 = a
PLAN AND NOTES
Project No.
&ASS
3108
�.
S
.,L.
,�'►� 11111►�`````
Project Manager
Drawn
J. Hegemann
R. Patel
Department Manager
Checked
P. Murphy
P. Murphy
Print/Plot Date
05-16-2019
Asbuilt Drawn
Asbuilt Date
Cl!
Dependable Development, Inc
2656 BREKONRIDGE CENTRE DRIVE,104
MONROE, NORTH CAROLINA 28110
P: 704-238-1229
CATAWBA PLANTATION
TOWNHOMES PHASE -2
hawing Title:
SAND FILTER #200
PLAN AND NOTES
Project No.
Drawing No.
3108
'WG File Nan
BMP-
31 08BMP Plan Phase -2

NOTES:
1. ALL SAND FILTERS SHALL HAVE A
MINIMUM 20 FOOT ACCESS EASEMENT
CONNECTING TO A DEDICATED PUBLIC
RIGHT OF WAY. ACCESS ROAD SHALL
HAVE MIN. 12' STABILIZED WIDTH, MAX.
LONG. GRADE OF 15%, MAX.
CROSS—SLOPE 5%. IN ADDITION, A
10—FOOT WIDE PERMANENT
MAINTENANCE ACCESS EASEMENT MUST
BE PROVIDED AROUND THE PERIMETER
OF ALL BMPS TO ALLOW FOR
ADEQUATE MAINTENANCE AND REPAIR.
2. ALL DRAINAGE AREAS TO A SAND
FILTER FACILITY ARE TO BE
STABILIZED PRIOR TO INSTALLATION
OF SAND.
3. CLEAN OUTS IN THE UNDERDRAIN
SYSTEM ARE TO BE PROVIDED EVERY
50' MINIMUM. CLEAN OUTS SHALL
HAVE WATER TIGHT, VANDAL PROOF
CAPS AND EMEND V ABOVE THE
SURFACE.
CLEANOUT
RIP—RAP PCCE
APRON
SDE T T
SDE
PRETREATMENT
SEDIMENTATION
CHAMBER
UNDERDRAIN
PCCE LEVEL SPREADER J
COLLECTION
POST—CONSTRUCTION
SYSTEM
CONTROLS
OR RIP RAP
EASEMENT
PCCE
(PCCE)
...............................................................
Corporate Seal
******* * ..................................
.............................................
..............................................
..............................................
........................................ ........................................... . . . . . .
...
........................................ ...
.......................................
........................................ O
........................................ ...
........................................ ...
r........................................
........................................ ***
........................................ .......
OUTFLOW
PLAN VIEW
CATAWBA PLANTATION
• CITY OF CHARLOTTE
LAND DEVELOPMENT STANDARDS
LUMUFTE- INCLUDES CHARLOTTE ETJ
SURFACE SAND FILTER
NOT TO SCALE • CITY OF CHARLOTTE
REV. LAND DEVELOPMENT STANDARDS
STD. N0. �
21 .24 110 a"J'WTE- INCLUDES CHARLOTTE ETJ
TYPICAL SECTION
FILTER FABRIC
FILTER FABRIC
PERFORATED
PIPE/GRAVEL
UNDERDRAIN
SYSTEM
SURFACE SAND FILTER SECTION
21.25 110
Manhole frame
and cover for
access.
High density
PCCE LEVEL SPREADER J
PCCE
OVERFLOW
structural plastic
Top View
OR RIP RAP
FILTER BED
SPILLWAY
by the Owner, Owner's Agent or Contractor to the Authority
having jurisdiction.
Corporate Seal
Engineer's Seal
AS NEEDED
CL
"C(
•
°� Ny•
PLAN VIEW
CATAWBA PLANTATION
TOWNHOMES PHASE -2
_mem SEAL z^ -
;• C-4168
SEAL
_ .W Zs
vi+ 036836
SEE INSET FOR EARTHEN
Drawing No.
3108
D' File
OPTION BERM
BMP-
31 08BMP Plan—Phase-2
NOTES:
RIP RAP BERM
6
PERFORATED
CLEANOUT
OVERFLOW
1. "CONCRETE" SAND REFERS TO SAND THAT IS
2'
STANDPIPE /
SPILLWAY
COMMONLY USED IN CONCRETE MIXES.
WASHED RIP
FILTER BED
AS NEEDED
STONE RAP
o
2. ALL DRAINAGE AREAS TO A SAND FILTER
WQ v o
1
WQ v
FACILITY ARE TO BE STABILIZED PRIOR TO
=
=
INSTALLATION OF SAND.
_
� � �'
o
PRETREATMENT
3. UNDERDRAIN PIPES SHOULD BE MIN. 6"
PERFORATED SCHEDULE 40 PVC (PER AASHTO
INFLOW
\
M278) OR DOUBLE WALL HDPE (PER AASHTO
tt
M252). PERFORATIONS SHOULD BE %" SPACED
\
3" ON CENTER ALONG 4 LONGITUDINAL ROWS
OUTFLOW
SPACED 90' APART.
IN
INSET
PROFILE VIEW
N
SYSTEM
• CITY OF CHARLOTTE
LAND DEVELOPMENT STANDARDS
LUMUFTE- INCLUDES CHARLOTTE ETJ
SURFACE SAND FILTER
NOT TO SCALE • CITY OF CHARLOTTE
REV. LAND DEVELOPMENT STANDARDS
STD. N0. �
21 .24 110 a"J'WTE- INCLUDES CHARLOTTE ETJ
TYPICAL SECTION
FILTER FABRIC
FILTER FABRIC
PERFORATED
PIPE/GRAVEL
UNDERDRAIN
SYSTEM
SURFACE SAND FILTER SECTION
21.25 110
Manhole frame
and cover for
access.
High density
_T
polyethylene
4.. MIN.*
structural plastic
Top View
(All 4 sides)
seal and signature of the responsible registrant appears on the
Trash rack m�
by Plastic Sol
877-877-5727
equal.
Prec
Elev. B
OR AS RECOMMENDED BY MANUFACTURER
(CAN BE LESS THEN MIN. DEPTH SPECIFIED)
SOME FORM OF TRACK RACK TO BE PROVIDED OVER THE 6"
DIAMETER ORIFICE AT SIDE OF STRUCTURE. TRASH RACK DETAIL
SHOWN IS MERELY FOR REFERENCE PURPOSES AND ANY
APPROVED EQUAL MATERIAL WOULD BE SATISFACTORY.
Trash Rack Assembly
FLAT ROOF TRASH RACK
DATE ISSUED FOR REV
05/16/19 Initial Submittal to City of Charlotte & NCDOT 0
NORTHC813�0�
N-9 CA—L.4 One -Call Center
0
Know what's below.
0811 before you dig.
Engineer:
R. Joe Harris & Associates, Inc.
Engineering • Land Surveying • Planning
Management
127 Ben Casey Drive, Suite 101, Fort Mill, S.C. 29708 P: [phone]
www.rjoeharris.com
This drawing shall not be used for construction purposes until the
seal and signature of the responsible registrant appears on the
drawing, and proper permit forms and related fees are transmitted
by the Owner, Owner's Agent or Contractor to the Authority
having jurisdiction.
Corporate Seal
Engineer's Seal
,`SNu i u 111,111
��� CA/? �,.,��
%011111111"iii
�� CA Ro�
•
°� Ny•
•
:°;pFESSy
°Q oy• ;
CATAWBA PLANTATION
TOWNHOMES PHASE -2
_mem SEAL z^ -
;• C-4168
SEAL
_ .W Zs
vi+ 036836
Project No.
Drawing No.
3108
D' File
Project Manager
Drawn
J. Hegemann
R. Patel
Department Manager
Checked
P. Murphy
P. Murphy
Print/Plot Date
05-16-2019
Asbuilt Drawn
Asbuilt Date
Cli
Dependable Development, Inc
2656 BREKONRIDGE CENTRE DRIVE,104
MONROE, NORTH CAROLINA 28110
P: 704-238-1229
CATAWBA PLANTATION
TOWNHOMES PHASE -2
Drawing Title:
SAND FILTER DETAILS
Project No.
Drawing No.
3108
D' File
BMP-
31 08BMP Plan—Phase-2

DATE ISSUED FOR REV
05/16/19 Initial Submittal to City of Charlotte & NCDOT 0
NORrlHC813�0�
N-9 CA—L.4 One -Call Center
0
Know what's below.
0811 before you dig.
Engineer:
(191D
R. Joe Harris & Associates, Inc.
Engineering • Land Surveying • Planning
Management
127 Ben Casey Drive, Suite 101, Fort Mill, S.C. 29708 P: [phone]
www.rjoeharris.com
This drawing shall not be used for construction purposes until the
seal and signature of the responsible registrant appears on the
drawing, and proper permit forms and related fees are transmitted
by the Owner, Owner's Agent or Contractor to the Authority
having jurisdiction.
Corporate Seal
Engineer's Seal
,`SNu i u 111,111
CA Rpt ��.,��
%011111111"iii
CA Rod
����.���� •
,��:%9'':
°� Ny•
���.�`��\ •
����pFESSI,
°Q oy• ;
CATAWBA PLANTATION
_mem SEAL Z^ -
;• C-4168
SEAL
_ .W Zs
vi+ 036836
Project No.
Drawing No.
3108
D' File
Project Manager
Drawn
J. Hegemann
R. Patel
Department Manager
Checked
P. Murphy
P. Murphy
Print/Plot Date
05-16-2019
Asbuilt Drawn
Asbuilt Date
Cli
Dependable Development, Inc
2656 BREKONRIDGE CENTRE DRIVE,104
MONROE, NORTH CAROLINA 28110
P: 704-238-1229
CATAWBA PLANTATION
TOWNHOMES PHASE -2
Drawing Title:
BMP DRAINAGE AREAS
Project No.
Drawing No.
3108
D' File
BMP-
31 08BMP Plan—Phase-2

LL U)
HYDRAULIC GRADE LINE
PROPOSED GRADE
EXISTING GRADV�
O
I
M
0 O
CO
LO
m
O � OO
Ln
+ Ln
m Q
m6«)
i
ao
NUU
C)
m<
N r-
U
UU)�U
CO\
+
C)
0
O
O
m��
O
O
N
\ C)
+Lo
It
Ucn�7CL)Q-17700
m
<
zzz
cmc
CO
U
O7-
O
U
U
m
>>>
CD� O
N"
O z O
>O?
U
m < U co j
z Z
C')n
1- N
3.89'
O
O �•
0
o
O??
^
\
0
0+
*k
>
00
0--=
�
o
Z I
-
648.06±
m o:i
»
LL U)
HYDRAULIC GRADE LINE
PROPOSED GRADE
EXISTING GRADV�
O
I
N
0 O
CO
LO
m
O � OO
Ln
+ Ln
m Q
m6«)
4.42'
C)
NUU
C)
m<
N r-
U
UU)�U
z z
C)
C)
c`�c,
m��
Q
m<�
U
\
+Lo
i
Ucn�7CL)Q-17700
cn
0 0"t
zzz
EXISTING GRADE
N r -c0
O7-
O
>
0 0
Q0
>>>
CD� O
N"
O z O
>O?
0
m < U co j
z Z
C')n
1- N
3.89'
O
O �•
CD
O??
^
@G,
G
�$O
<�
r Ln
C
*k
>
00
0--=
Z Z
irz-,
Z I
-
648.06±
m o:i
»
>
1.00'
P
No
COD0
U
648.58
4.79'
po
HYDRAULIC GRADE LINE
I
N
2390 LF
24" RC:P
@ 0.60%
10
4.42'
c0 o O
NUU
C LOjm
N r-
93.07 LF -
�
z z
C)
C)
c`�c,
m��
Q
m<�
U
\
mO0
i
co � U
cn
0 0"t
zzz
EXISTING GRADE
N r -c0
O7-
O
>
0 0
Q0
>>>
CD� O
N"
O z O
>O?
0
m < U co j
z Z
C')n
1- N
3.89'
O
O �•
CD
O??
^
@G,
G
�$O
<�
r Ln
C
*k
>
00
0--=
Z Z
irz-,
Z I
-
648.06±
m o:i
»
>
P
No
COD0
U
648.58
Loncm
po
/
m 00
/
o C
-O
N �
�
0�0 0it0
co
U
U O
r
c0 0 Lr)0
0�
7 O
6j O
M
LOQ LOQ
0
4 Lf )
(D cc)00
Ln In
0
(0
N
0Z �_
C:) C:)
ZZ
�coQ0
0�
M
O
z
>>Z
o I p
0
0
UC��
Q O/
Z
�$D 2.21'
z O
Z
Z z
z>>
UC)Of
>
ZZ
Z
PR P. 8" SEWER PVC
INV - 644.4157.87
L.F - 24" RCP @ 0.6C%
38.36 LF - 30 RCP @ 0.600+ 0 1+ 0
2+00
3
0
PROPOSED GRADE
EXISTI G GRADE
ooOO
PROP
SED GRADE
VIV
-
o
O
o000O
O
M O
M+
0
L{) CO +
0 0 0O
O Li)
+OLoQ
U
U P U Cn �U
ui U
cn
EXISTING GRADE
HYDRAULIC GRADE LINE
644.77
HYDRAULIC GRADE LINE
� 0�-
mm COU U o
O Lr)
I
N
2390 LF
18" C
@0.
10
4.42'
c0 o O
NUU
C LOjm
N r-
Z
�
z z
C)
C)
c`�c,
m��
Q
m<�
U
`D
mO0
U
co � U
cn
0 0"t
zzz
EXISTING GRADE
N r -c0
O7-
O
>
0 0
Q0
>>>
CD� O
N"
O z O
>O?
0
m < U co j
z Z
C')n
1- N
zzz
O
/Q
CD
00
O??
644.77
HYDRAULIC GRADE LINE
� 0�-
mm COU U o
O Lr)
I
N
O
66
��
10
C)�
c0 o O
NUU
z z >
N r-
Z
�
z z
C)
C)
c`�c,
PROP. 8" SEWER PVC
INV = 645.93±
.01 LF - 18" RCP @ 0.58%
O O
N �
CO
co 12�
1
-18' R p@)
N rn
4.4
N Oit it
r m m
pip U U
Ln 00U
) U �LO X00
T
� Ln co co co
0 O N co PROP. 24" STORM RCP
0 I V = 650.70±
� OZZ
0? >>>
O - >> ZZZ
> > ZZ --
z z --
39.52 LF - 18" RCP @ 0.68%
PROP. 8" WM DIP
ll: -:651.01±
PROP. 8" EWER PVC
INV = 646.16±
24.51 LF - 18" RCP @ 1.43%
67.96 LF - 18" RCP @ 0.600
PROP. 24" STORM RCP
INV = 648.94±
STORM 400504+00
PROPOSED GRADE
24.12 LF 18" RC @ 0
00 O
O
N
O
O O
��
000 N00
C)�
-t C0
NUU
r- � U')
N r-
0
�
o
C)
C)
c`�c,
m��
Q
m<�
U
`D
co LO
U
co � U
cn
O N�
zzz
EXISTING GRADE
24.12 LF 18" RC @ 0
00 O
RAULIC GRADE LINE
APAv3^ I 040
0+00 0+23.90 0+00 0+24.01 0+00 0+24.12
STORM 402 STqRM 403 STORM 404
PROPOSED GRADE
O
O7
0
CO
N
O
00+0 0+0
��
000 N00
m m
M N
NUU
r- � U')
0 0
0
" Ci
0 c UC��
CD
LO LO
it �
;�
L000
�
U
`D
co LO
>
H00
UC)Of
O N�
zzz
O
z
ZZz
O7-
O
>
N N
Q0
>>>
c
N"
O z O
"COO
RAULIC GRADE LINE
APAv3^ I 040
0+00 0+23.90 0+00 0+24.01 0+00 0+24.12
STORM 402 STqRM 403 STORM 404
PROPOSED GRADE
HYDRAULIC GRADE LINE
2.00'
O
O7
0
CO
N
O
00+0 0+0
��
000 N00
+�
O
M N
F--
r- � U')
0 0
m m
tN tN 0
0 c UC��
CD
HYDRAULIC GRADE LINE
2.00'
)ROP. 8" SEWER PVC
NV = 652.71 ±
VYV
0+00 0+24.18
STORM 405
U U 0
EXISTING GRADE
O L-0
ON
��
C:)
+�
O
M N
F--
r- � U')
0 0
0
tN tN 0
0 o
CD
LO LO
it �
;�
HCD(D
D
U
m
O>
>
Ozz
UC)Of
O N�
zzz
z
ZZz
LO
c)UUU-t1-0
N N
)ROP. 8" SEWER PVC
NV = 652.71 ±
VYV
0+00 0+24.18
STORM 405
rn o
It It
m m
U U
ti ti
LOj Lr)
Z Z
z z
0
PROPO 3ED GRADE 7+00
C)
O L-0
ON
��
��� N
+�
O
M N
F--
000lY UuJor_
0 C0
0 0
O
+
0 o
`D
CD CD
it �
;�
r
O
U
m
LOj N +
>
o
UC)Of
O N�
m m
O N 0
ZZz
LO
c)UUU-t1-0
N N
Q0
CO00
c
N"
O z O
"COO
0
m < U co j
4
C')n
1- N
CD
O
/Q
CD
00
O??
PROP. 8" SEWER
@G,
G
�$O
<�
U C/) 12�
0>
>
PROPOSED GRADE
0--=
Z Z
ZZ
Z I
-
648.06±
i
»
>
P
94AZZZZ
PVC
INV=
648.58
po
/
/
G
N
N �
�
0�0 0it0
OLC
Ln
U_ U_
^
7 O
6j O
M
LOQ LOQ
0
4 Lf )
Ln In
0
(0
Q0--
C:) C:)
m
�coQ0
02
Lc)+ti
o I p
4
UC��
Q O/
zzz
�$D 2.21'
m�
rn o
It It
m m
U U
ti ti
LOj Lr)
Z Z
z z
0
PROPO 3ED GRADE 7+00
C)
c�
O
ON
��
��� N
+�
O
m m
F--
000lY UuJor_
0 C0
0 0
N ti
HYDRAULIC GRADE LINE
P. 8" SEWER PVC
AM1111KI ZIE191
STORM 1406
O
O
LOQ
(0
CO
J
LO
C:,
EXISTING GRADE
129.78 LF - 15'
EXISTI
_
Ln
m
U
N
co
�
0 0
N ti
�? 0
0 o
`D
CD CD
O r
r
O
U
M
LOj N +
>
o
g�:Z
O N�
m m
O N 0
ZZz
LO
P. 8" SEWER PVC
AM1111KI ZIE191
STORM 1406
O
O
LOQ
(0
CO
J
LO
2.02'
fl
1.00'
N
129.78 LF - 15'
EXISTI
_
O
670
N
m
co
0 0
N ti
CO
0 o
m
0 M
O r
r
HYDRAULIC GRADE LINE
U
M
LOj N +
*CO
o
Ln 0
O N�
m m
O N 0
O
LO
c)UUU-t1-0
N N
Q0
CO00
c
N"
O z O
"COO
C.0 �
O
- z
m < U co j
4
C')n
1- N
EXISTING GRADE
O
G
CD
00
O??
PROP. 8" SEWER
PVC
U C/) 12�
0>
>
PROPOSED GRADE
0--=
Z Z
ZZ
Z I
-
648.06±
i
»
>
P
94AZZZZ
PVC
INV=
648.58
O
N �
�
OLC
m
7 O
6j O
M
N 0
+
0
4 Lf )
O
C:) C14
+o
0
(0
C:) C:)
m
� m
-
Lc)+ti
o I p
4
UC��
Q O/
�$D 2.21'
m�
UC)Of
PROP. 8" SEWER PVC
INV = 667.4± 2 .8 LF - 18" RCP @ 0161
8+93.
EXISTING GRADE
i
PROPOSED GRADE
0 O
O0 O
O
(.0N ~
+ 0 + LO
CD 0 0 O 0
4k Q
m m -
UU
0C/)l2r_
HYDRAULIC GR DE LINE
PROP. 8" SEWER PV
INV = 646.64±
2.02'
fl
1.00'
N
129.78 LF - 15'
EXISTI
_
O
CD N
N
m
O 0
0 0
N ti
CO
0 o
m
•
°Q oy• ;
•e
O r
r
0
U
M
*k *k
*CO
o
Ln 0
O N�
m m
m6j
N
LO
c)UUU-t1-0
N N
Q0
�
c
N"
O z O
"COO
C.0 �
O
- z
..
?
z
4
C')n
1- N
n..It
NC
O
G
CD
00
O??
PROP. 8" SEWER
PVC
m 0
0>
>
ROP. 8" WM PVC
0--=
Z Z
ZZ
Z I
-
648.06±
LF-18"RCP @0.
»
>
P
94AZZZZ
PVC
INV=
648.58
23.90 LF - 1 p" RCP @ 0.59%
0
O
CO O
Ln -4
+
r �
ly
LO
N
Nt
C�
D
O
CO
1.38 RCP @ 0
ST(?RMo407
0+00 I 1+00 1+45.66
STORM 1 401
r
18 19� 8I:
3.34'
2.10 LF - 18" RCP
0.60%2 04
r
EXISTI
�co
O
CD N
N
m
O 0
0 0
m
co C) N
0 o
m
•
°Q oy• ;
•e
N
O
ED O
U
M
C)
U U Cl)
o
Ln 0
O N�
`. `.
C,
_ _ N
LO
O O CO
N N
Q0
�
c
O z O
C� E
C.0 �
O
- z
..
?
z
>> Z
O-
zzz
G
G
O??
PROP. 8" SEWER
PVC
INV = 650.5
t
zzz
24.37LF-18"R
P@0.62%
49.19
LF-18"RCP @0.
1%
0+00 I 1+00 1+45.66
STORM 1 401
r
18 19� 8I:
25.88 L - 18" RCP @ 0.62%
3.34'
PROPOSED
GRAIPE
G GRAD
EXISTI
�co
O
0
drawing, and proper permit forms and related fees are transmitted
� N
O 0
0 0
Engineer's Seal
,`IIII111111///�,
CA /?o N.
0 o
LO0
•
°Q oy• ;
•e
CATAWBA PLANTATION
O
N
SEAL
_ .W Zs
'j; 036836
mm
Project No.
Drawing No.
ODU
CD
O N�
O �
C,
_ _ N
n
LVV
�
c
U
C� E
U
ANN
HYDRAULIC
GRADE LINE
25.88 L - 18" RCP @ 0.62%
TORM 408
HOR. SCALE:
40 0 20 40
1 inch = 40ft.
VER. SCALE:
4 0 2 4
1 inch = 4ft.
DATE ISSUED FOR REV
05/16/19 Initial Submittal to City of Charlotte & NCDOT 0
/
NORTHC813�0�
Know what's below.
N-9 CA -L.4 One -Call Center Call before you dig.
Engineer:
3.34'
Engineering • Land Surveying • Planning
Management
127 Ben Casey Drive, Suite 101, Fort Mill, S.C. 29708 P: [phone]
�co
This drawing shall not be used for construction purposes until the
seal and signature of the responsible registrant appears on the
drawing, and proper permit forms and related fees are transmitted
� N
having jurisdiction.
Corporate Seal
Engineer's Seal
,`IIII111111///�,
CA /?o N.
,`IIII111111/////
.�`��� CA Rod
����.���� •
• °� Ny•
•
°Q oy• ;
•e
CATAWBA PLANTATION
9 _
rn
_mem SEAL Z° -
;• C-4168
SEAL
_ .W Zs
'j; 036836
mm
Project No.
Drawing No.
ODU
CD
/���/111111111\�`
C,
_ _ N
0 0 Ln
0
ANN
O??
O
zzz
z
P
OP. 8" SEWER
PVC
INV=
648.58
TORM 408
HOR. SCALE:
40 0 20 40
1 inch = 40ft.
VER. SCALE:
4 0 2 4
1 inch = 4ft.
DATE ISSUED FOR REV
05/16/19 Initial Submittal to City of Charlotte & NCDOT 0
/
NORTHC813�0�
Know what's below.
N-9 CA -L.4 One -Call Center Call before you dig.
Engineer:
R. Joe Harris & Associates, Inc.
Engineering • Land Surveying • Planning
Management
127 Ben Casey Drive, Suite 101, Fort Mill, S.C. 29708 P: [phone]
www.rjoeharris.com
This drawing shall not be used for construction purposes until the
seal and signature of the responsible registrant appears on the
drawing, and proper permit forms and related fees are transmitted
by the Owner, Owner's Agent or Contractor to the Authority
having jurisdiction.
Corporate Seal
Engineer's Seal
,`IIII111111///�,
CA /?o N.
,`IIII111111/////
.�`��� CA Rod
����.���� •
• °� Ny•
•
°Q oy• ;
•e
CATAWBA PLANTATION
9 _
rn
_mem SEAL Z° -
;• C-4168
SEAL
_ .W Zs
'j; 036836
STORM SYSTEM 400
Project No.
Drawing No.
3108
'�///111111111\111%11
/���/111111111\�`
Project Manager
Drawn
J. Hegemann
R. Patel
Department Manager
Checked
P. Murphy
P. Murphy
Print/Plot Date
05-16-2019
Asbuilt Drawn
Asbuilt Date
Cli
DEPENDABLE DEVELOPMENT, INC
2656 BREKONRIDGE CENTRE DRIVE,104
MONROE, NORTH CAROLINA 28110
P: 704-238-1229
CATAWBA PLANTATION
TOWNHOMES PHASE -2
Drawing Title:
STORM DRAIN PROFILES
STORM SYSTEM 400
Project No.
Drawing No.
3108
DWG File Name:
S D 1
3108 Storm Profiles Phase -2

DATE I ISSUED FOR
05/16/19 Initial Submittal to City of Charlotte & NCDOT
10 ON Tff ME 0
I W_
N-9 CA—L.4 One -Call Center
REV
0
Know what's below.
0811 before you dig.
Engineer:
R. Joe Harris & Associates, Inc.
Engineering • Land Surveying • Planning
Management
127 Ben Casey Drive, Suite 101, Fort Mill, S.C. 29708 P: [phone]
www.rjoeharris.com
This drawing shall not be used for construction purposes until the
seal and signature of the responsible registrant appears on the
drawing, and proper permit forms and related fees are transmitted
by the Owner, Owner's Agent or Contractor to the Authority
having jurisdiction.
Corporate Seal
Engineer's Seal
,`�Nuiurrni,i
2656 BREKONRIDGE CENTRE DRIVE,104
,%%% �EESS/0°�%9:
:��°•��FESSj %.-y'':
_ �•"=
= r:
_mem SEAL Z° -
;• C-4168
: SEAL
_ .W Zs
vi+ 036836
PROPOSED
GRADE
Project No.
•
3108
DWG File Name:
SD -21
3108 Storm Profiles -Phase -2
I
VIV
EXISTIN
GRADE
O
N 00
00 O
O
z
+
L c
co
O
(�
I
co
N O
p
(n
LO
O C4
CO O
O p
Cs! O
+ c,) C0
p
0'
M M
CO
N
r—
�
� M
O N Lo
Q
M r—
LO
N
O + Lr)LO
LO
_
—
* ..
2Cn12�
I
U) ly
O
PROP. 18" STORM RC P
INV = 653.37± /
15 RCP @
0.64%
139.52
LF -
PROP. 18" STOR
0 RCP
o
INV 651.48±
@3.
HYDRAULIC
GRADE LINE
o
CO o�0 cc
o
�LO
0
0.6
RCQ
�
NO �00
*+� C�
w�
o�F..2�
�05�
*k
co
++�
�� mM0 0000
LL
C/)
c�
X < g <) co
0.54'
90.00 LF - 24" RCP @ 0.60%
M Ll U� LLJcn� ��
0.64'
go
LO
�
C N N _ \ -iii ��
@ .86°
� C
O
z
z
- 2 RCP
N
�
O
>
U Q Q
123.42E
2.00'
o
C� C�
>
LU U) Of
LO
O
pp
zz
=
c)
C:)
L0
MO�
LN
u) Lr)
(.0 CD
(.0�
�o
��
MI
--
0
>
z
1.00' o
O
o
02
>>
z
-
M
�
00
Nt
z_z
ZZ
c� C�
1.00' m p
Z_
PROP 8" SEWER DIP
U X M
00W
>
INV = E349.48±
/
+< (O
I^ W C tri
(0 . �'' v co
N
z
PROP. 8"
-
EWER PVC
00
oM � (0 LO89.78
LF - 24" RCP @ 0.60%
Q
00 I. --m
co
C) U)
U O
�o
C:)
C:)
��°�° U X Oz >
5 z
co
X W >> Z
-
m<�
GQ@ �w o z z
— —
UU�
N O
1�' �c - 49.48LF- 15"
RCP @0.51%
/
1
0- > L32.00 LF 18" RCP @ 0.59%
z
z_ z_ PROP. 8" WM PVC
IE 661.97±
51.19 LF-18"RCP @5.3%
65W
630
mLPROP.
8" WN/1 PVC
U
IE 660.70±
X
�
24.15 LF - 18" RCP C 0.58%
0+00
1+00
2 00
3+00
4+00
5+00
5+47.72
C:)
I
Loo
N 1+ ��
O- - �co
I
T)RM
YPASS
500
mmm
O-680
zz
NUUU
00
co M M
— —
4
ti N N
CD
Nt It It 57.47
LF - 18" RCP @ Z..47%
H
CD (.0 (.0
0OZZZ
>
> > >
z
z z z
I
EXISTING GRADR.
HYDRAU I GRADE LINE
670
PROPOSED GRADE
r_on
VJV
0+00
1+00
2+00 3+00 3+84.16
O
Cs! O
O
o 0
M O
LO O
NC)o
rn�o
+
:5 (0
�+
cl)�
*kQ�
#Q�
STORM 300
���
- ���
660
1.45%
105.00 LF -15
Ri
00
LOLO
oooo
00 M
CO
r N
Lr)
O--
zzz
HOR. SCALE:
40 0 20 40
1 inch = 40ft.
640
VER. SCALE:
4 0 2 4
0+00
1+00 1+05
1 inch = 4ft.
STORM
BYPASS 501
DATE I ISSUED FOR
05/16/19 Initial Submittal to City of Charlotte & NCDOT
10 ON Tff ME 0
I W_
N-9 CA—L.4 One -Call Center
REV
0
Know what's below.
0811 before you dig.
Engineer:
R. Joe Harris & Associates, Inc.
Engineering • Land Surveying • Planning
Management
127 Ben Casey Drive, Suite 101, Fort Mill, S.C. 29708 P: [phone]
www.rjoeharris.com
This drawing shall not be used for construction purposes until the
seal and signature of the responsible registrant appears on the
drawing, and proper permit forms and related fees are transmitted
by the Owner, Owner's Agent or Contractor to the Authority
having jurisdiction.
Corporate Seal
Engineer's Seal
,`�Nuiurrni,i
2656 BREKONRIDGE CENTRE DRIVE,104
,%%% �EESS/0°�%9:
:��°•��FESSj %.-y'':
_ �•"=
= r:
_mem SEAL Z° -
;• C-4168
: SEAL
_ .W Zs
vi+ 036836
may -/HG&S•,co,
'.,.9,.°. °
Project No.
•
3108
Project Manager
Drawn
J. Hegemann
R. Patel
Department Manager
Checked
P. Murphy
P. Murphy
Print/Plot Date
05-16-2019
Asbuilt Drawn
Asbuilt Date
Cli-
DEPENDABLE DEVELOPMENT, INC
2656 BREKONRIDGE CENTRE DRIVE,104
MONROE, NORTH CAROLINA 28110
P: 704-238-1229
CATAWBA PLANTATION
TOWNHOMES PHASE -2
Drawing Title:
STORM DRAIN PROFILES
STORM SYSTEM 300 &
500
Project No.
Drawing No.
3108
DWG File Name:
SD -21
3108 Storm Profiles -Phase -2
I

LLo6w
O0Q
zQ J
OOYco
U O
UJ
U)J CO >
W O W W
(D
M 1 1
PVI STA 1+00.00
PVI ELE 1: 675.7
K: 34.13
LVC: 50.00
oLQ
R. Joe Harris & Associates, Inc.
o
�
Management
LO(D
www.rjoeharris.com
U)
`1-
+(D
by the Owner, Owner's Agent or Contractor to the Authority
+(D
Corporate Seal
Engineer's Seal
,/
CA Rpt ��.,��
CA Rod
���%•`��� •
O
CATAWBA PLANTATION
�,t
_mem SEAL Z^ -
;• C-4168
SEAL
_ .W :
'j; 036836
Hundley Road STA 6+73.80
-12+99.39
Project No.
66
`
/
D'
3108–Road Plan &
R P 2
Profile–Phase-2
i
m
i
W
m
W
CB#422
PROP. 18" RC
INV = 670.31±
1
PROPOSED GRADE
CB#410
EXISTING GRADE
E
\ CB#421
\RSA \
PROP. 4' Rd
INV = 661.63
PAIGEBROOK LANE
OW PT. STA: 5+22.17
.OW PT ELEV: 657.72
PVI STA: 4+72.18
PVI ELEV: 657.09
K: 25.00
00
rn
SOO o m
\—CB#409
CB#420
�Cp
_ _C #408 CB 419
\
PROP. 1'8-�Cp
—
I N V = 655.35±
18,RCP ---
_PROP. 8"PrP
IqV-5E9t
TINV
OP�4 RCP
= 650.79±
M
00
r;
LO
U
LU
LL o6
O0QM
Z Q J
00Y�
U>-O�
W ILI (]�
0 COLLI LLJJ
71 r`n
zT
C13#41/CB#412-, /—CB#423
RCP
J
M r,
PROP. 18" RCP— — — — INV = 653. O±
INV = 652.58± 18" RCP ----Ly
�C!3#414
6+00 7+00
7+43.
GRAPHIC SCALE
—40 020 40 80
( IN FEET )
1 inch = 40 ft.
HOR. SCALE:
40 0 20 40
1 inch = 40ft.
VER. SCALE:
4 0 2 4
1 inch = 4ft.
DATE ISSUED FOR REV
05/16/19 Initial Submittal to City of Charlotte & NCDOT 0
NORTHC813�0�
N-9 CA—L.4 One -Call Center
0
Know what's below.
0811 before you dig.
Engineer:
(@ED
R. Joe Harris & Associates, Inc.
Engineering • Land Surveying • Planning
Management
127 Ben Casey Drive, Suite 101, Fort Mill, S.C. 29708 P: [phone]
www.rjoeharris.com
This drawing shall not be used for construction purposes until the
seal and signature of the responsible registrant appears on the
drawing, and proper permit forms and related fees are transmitted
by the Owner, Owner's Agent or Contractor to the Authority
having jurisdiction.
Corporate Seal
Engineer's Seal
,/
CA Rpt ��.,��
CA Rod
���%•`��� •
���.�`��\ •
CATAWBA PLANTATION
�,t
_mem SEAL Z^ -
;• C-4168
SEAL
_ .W :
'j; 036836
Hundley Road STA 6+73.80
-12+99.39
Project No.
Drawing No.
`
/
Project Manager
Drawn
J. Hegemann
R. Patel
Department Manager
Checked
P. Murphy
I P. Murphy
Print/Plot Date
05-16-2019
Asbuilt Drawn
Asbuilt Date
Cli
Dependable Development, Inc
2656 BREKONRIDGE CENTRE DRIVE,104
MONROE, NORTH CAROLINA 28110
P: 704-238-1229
CATAWBA PLANTATION
TOWNHOMES PHASE -2
Drawing Title:
Roadway Plan & Profile
Hundley Road STA 6+73.80
-12+99.39
Project No.
Drawing No.
3108
D'
3108–Road Plan &
R P 2
Profile–Phase-2

LLo6w
O0Q
zQ J
OOYco
U O
UJ
U)J CO >
W O W W
(D
M 1 1
PVI STA 1+00.00
PVI ELE 1: 675.7
K: 34.13
LVC: 50.00
oLQ
R. Joe Harris & Associates, Inc.
o
�
Management
LO(D
www.rjoeharris.com
U)
`1-
+(D
by the Owner, Owner's Agent or Contractor to the Authority
+(D
Corporate Seal
Engineer's Seal
,/
CA Rpt ��.,��
CA Rod
���%•`��� •
O
CATAWBA PLANTATION
�,t
_mem SEAL Z^ -
;• C-4168
SEAL
_ .W :
'j; 036836
Hundley Road STA 6+73.80
-12+99.39
Project No.
66
`
/
D'
3108–Road Plan &
R P 2
Profile–Phase-2
i
m
i
W
m
W
CB#422
PROP. 18" RC
INV = 670.31±
1
PROPOSED GRADE
CB#410
EXISTING GRADE
E
\ CB#421
\RSA \
PROP. 4' Rd
INV = 661.63
PAIGEBROOK LANE
OW PT. STA: 5+22.17
.OW PT ELEV: 657.72
PVI STA: 4+72.18
PVI ELEV: 657.09
K: 25.00
00
rn
SOO o m
\—CB#409
CB#420
�Cp
_ _C #408 CB 419
\
PROP. 1'8-�Cp
—
I N V = 655.35±
18,RCP ---
_PROP. 8"PrP
IqV-5E9t
TINV
OP�4 RCP
= 650.79±
M
00
r;
LO
U
LU
LL o6
O0QM
Z Q J
00Y�
U>-O�
W ILI (]�
0 COLLI LLJJ
71 r`n
zT
C13#41/CB#412-, /—CB#423
RCP
J
M r,
PROP. 18" RCP— — — — INV = 653. O±
INV = 652.58± 18" RCP ----Ly
�C!3#414
6+00 7+00
7+43.
GRAPHIC SCALE
—40 020 40 80
( IN FEET )
1 inch = 40 ft.
HOR. SCALE:
40 0 20 40
1 inch = 40ft.
VER. SCALE:
4 0 2 4
1 inch = 4ft.
DATE ISSUED FOR REV
05/16/19 Initial Submittal to City of Charlotte & NCDOT 0
NORTHC813�0�
N-9 CA—L.4 One -Call Center
0
Know what's below.
0811 before you dig.
Engineer:
(@ED
R. Joe Harris & Associates, Inc.
Engineering • Land Surveying • Planning
Management
127 Ben Casey Drive, Suite 101, Fort Mill, S.C. 29708 P: [phone]
www.rjoeharris.com
This drawing shall not be used for construction purposes until the
seal and signature of the responsible registrant appears on the
drawing, and proper permit forms and related fees are transmitted
by the Owner, Owner's Agent or Contractor to the Authority
having jurisdiction.
Corporate Seal
Engineer's Seal
,/
CA Rpt ��.,��
CA Rod
���%•`��� •
���.�`��\ •
CATAWBA PLANTATION
�,t
_mem SEAL Z^ -
;• C-4168
SEAL
_ .W :
'j; 036836
Hundley Road STA 6+73.80
-12+99.39
Project No.
Drawing No.
`
/
Project Manager
Drawn
J. Hegemann
R. Patel
Department Manager
Checked
P. Murphy
I P. Murphy
Print/Plot Date
05-16-2019
Asbuilt Drawn
Asbuilt Date
Cli
Dependable Development, Inc
2656 BREKONRIDGE CENTRE DRIVE,104
MONROE, NORTH CAROLINA 28110
P: 704-238-1229
CATAWBA PLANTATION
TOWNHOMES PHASE -2
Drawing Title:
Roadway Plan & Profile
Hundley Road STA 6+73.80
-12+99.39
Project No.
Drawing No.
3108
D'
3108–Road Plan &
R P 2
Profile–Phase-2

SIGHT DISTANCE LINE
1
SIGHT DISTANCE LINE
INTERSECTION OF HUNDLEY ROAD AND MT. HOLLY ROAD
/
2
HORIZONTAL SIGHT DISTANCE - 240'
EXISTING GRADE
/
/ I
/
/ 3 5'
-- / 0 0
/ 0
/ U J
w O
PROPOSED
+41.55 -2400 1 -1400 1 0+100
SIGHT DISTANCE EASEMENTS REQUIRED WHERE SIGHT DISTANCE LINES EXTEND OUTSIDE STREET R/W.
NOTE:
THE DEVELOPER OR HIS DESIGNEE IS RESPONSIBLE FOR KEEPING ALL SIGHT
DISTANCE EASEMENTS CLEAR OF ALL SIGNS, VEGETATION, AND OTHER OBJECTS
THAT MAY BLOCK DRIVERS' LINE OF SIGHT.
HORI ONTAL SIGHT ISTANCE -
/
1+100
/
1
2+84.13
GRAPHIC SCALE
—40 020 40 80
( IN FEET )
1 inch = 40 ft.
HO R. SCALE:
40 0 20 40
1 inch = 40ft.
VER. SCALE:
4 0 2 4
1 inch = 4ft.
DATE ISSUED FOR REV
05/16/19 Initial Submittal to City of Charlotte & NCDOT 0
film
N-9 CA—L.4 One -Call Center
0
Know what's below.
0811 before you dig.
Engineer:
(191D
R. Joe Harris & Associates, Inc.
Minimum Sight
Minimum Sight
Intersection
Posted Speed Limit
Distance Required
Distance Required
Hundley Road &
by the Owner, Owner's Agent or Contractor to the Authority
'Left Turn From top
(Right Turn From top
Mt. Holly Road
25 mph
280' MIN.
I 240' MIN.
SIGHT DISTANCE EASEMENTS REQUIRED WHERE SIGHT DISTANCE LINES EXTEND OUTSIDE STREET R/W.
NOTE:
THE DEVELOPER OR HIS DESIGNEE IS RESPONSIBLE FOR KEEPING ALL SIGHT
DISTANCE EASEMENTS CLEAR OF ALL SIGNS, VEGETATION, AND OTHER OBJECTS
THAT MAY BLOCK DRIVERS' LINE OF SIGHT.
HORI ONTAL SIGHT ISTANCE -
/
1+100
/
1
2+84.13
GRAPHIC SCALE
—40 020 40 80
( IN FEET )
1 inch = 40 ft.
HO R. SCALE:
40 0 20 40
1 inch = 40ft.
VER. SCALE:
4 0 2 4
1 inch = 4ft.
DATE ISSUED FOR REV
05/16/19 Initial Submittal to City of Charlotte & NCDOT 0
film
N-9 CA—L.4 One -Call Center
0
Know what's below.
0811 before you dig.
Engineer:
(191D
R. Joe Harris & Associates, Inc.
Engineering • Land Surveying • Planning
Management
127 Ben Casey Drive, Suite 101, Fort Mill, S.C. 29708 P: [phone]
www.rjoeharris.com
This drawing shall not be used for construction purposes until the
seal and signature of the responsible registrant appears on the
drawing, and proper permit forms and related fees are transmitted
by the Owner, Owner's Agent or Contractor to the Authority
having jurisdiction.
Corporate Seal
Engineer's Seal
DEPENDABLE DEVELOPMENT, INC
2656 BREKONRIDGE CENTRE DRIVE,104
�EESS/0°�%9:
:��^°�rjFESSj °•.�'�-y'':
CATAWBA PLANTATION
SE
_mem AL Z^
;• C-4168 Z 9
SEAL Zs
e'j; 036836
Int. Hundley Rd &
Mt. Holly Rd
Project No.
Drawing No.
3108
Project Manager
Drawn
J. Hegemann
R. Patel
Department Manager
Checked
P. Murphy
P. Murphy
Print/Plot Date
05-16-2019
Asbuilt Drawn
Asbuilt Date
Cli
DEPENDABLE DEVELOPMENT, INC
2656 BREKONRIDGE CENTRE DRIVE,104
MONROE, NORTH CAROLINA 28110
P: 704-238-1229
CATAWBA PLANTATION
TOWNHOMES PHASE -2
Drawing Title:
Sight Dist. Plan
Int. Hundley Rd &
Mt. Holly Rd
Project No.
Drawing No.
3108
DWG File Name:
3108—Sight Distance Plan &
D P 1
Profile—Ph-2

SIGHT DISTANCE LINE
SIGHT DISTANCE LINE
INTERSECTION OF HUNDLEY ROAD AND PAIGEBROOK LANE
2 0'
SNE` S/GH.r
-`? 00
r PROPOSID GRADE
EXISTING GRADE
+40.85 -2400 1 -1400
Sight Distance Chart -
SIGHT DISTANCE EASEMENTS REQUIRED WHERE SIGHT DISTANCE LINES EXTEND OUTSIDE STREET R/W.
NOTE:
THE DEVELOPER OR HIS DESIGNEE IS RESPONSIBLE FOR KEEPING ALL SIGHT
DISTANCE EASEMENTS CLEAR OF ALL SIGNS, VEGETATION, AND OTHER OBJECTS
THAT MAY BLOCK DRIVERS' LINE OF SIGHT.
_ L NE -OF SIGHT - 18 .00' —
2 0'
3.5'
/ o
Z Lu
OC)Q
zQ J
_ Y
OO
~�
O
wwx
(n J m
LU
LU Z
z=D-
1
1+82.13
GRAPHIC SCALE
—40 0 20 40 80
( IN FEET )
1 inch = 40 ft.
HO R. SCALE:
40 0 20 40
1 inch = 40ft.
VER. SCALE:
4 0 2 4
1 inch = 4ft.
DATE ISSUED FOR REV
05/16/19 Initial Submittal to City of Charlotte & NCDOT 0
NORTH IC�130L/IVA�
Know what's below.
Na,;9 24,.L.4 One -Call Center Call before you dig.
Engineer:
R. Joe Harris & Associates, Inc.
Minimum Sight
Minimum Sight
Intersection
Posted Speed Limit
Distance Required
Distance Required
Hundley Road &
by the Owner, Owner's Agent or Contractor to the Authority
e t urn From Stop
—ig`FT-7urn From top
Paigebrook Lane
25 mph
280' MIN.
I 240' MIN.
SIGHT DISTANCE EASEMENTS REQUIRED WHERE SIGHT DISTANCE LINES EXTEND OUTSIDE STREET R/W.
NOTE:
THE DEVELOPER OR HIS DESIGNEE IS RESPONSIBLE FOR KEEPING ALL SIGHT
DISTANCE EASEMENTS CLEAR OF ALL SIGNS, VEGETATION, AND OTHER OBJECTS
THAT MAY BLOCK DRIVERS' LINE OF SIGHT.
_ L NE -OF SIGHT - 18 .00' —
2 0'
3.5'
/ o
Z Lu
OC)Q
zQ J
_ Y
OO
~�
O
wwx
(n J m
LU
LU Z
z=D-
1
1+82.13
GRAPHIC SCALE
—40 0 20 40 80
( IN FEET )
1 inch = 40 ft.
HO R. SCALE:
40 0 20 40
1 inch = 40ft.
VER. SCALE:
4 0 2 4
1 inch = 4ft.
DATE ISSUED FOR REV
05/16/19 Initial Submittal to City of Charlotte & NCDOT 0
NORTH IC�130L/IVA�
Know what's below.
Na,;9 24,.L.4 One -Call Center Call before you dig.
Engineer:
R. Joe Harris & Associates, Inc.
Engineering • Land Surveying • Planning
Management
127 Ben Casey Drive, Suite 101, Fort Mill, S.C. 29708 P: [phone]
www.rjoeharris.com
This drawing shall not be used for construction purposes until the
seal and signature of the responsible registrant appears on the
drawing, and proper permit forms and related fees are transmitted
by the Owner, Owner's Agent or Contractor to the Authority
having jurisdiction.
Corporate Seal
Engineer's Seal
,`�Nu�urrn�,i
,`,�Nr11�����/,�
MONROE, NORTH CAROLINA 28110
��rjFESSj °•.�'�-y'':
CATAWBA PLANTATION
SE
_mem AL Z^
;• C-4168 Z °
SEAL Zs
'j; 036836
Int. Hundley Rd &
Paigebrook Lane
Project No.
Drawing No.
3108
Project Manager
Drawn
J. Hegemann
R. Patel
Department Manager
Checked
P. Murphy
P. Murphy
Print/Plot Date
05-16-2019
Asbuilt Drawn
Asbuilt Date
Cli
DEPENDABLE DEVELOPMENT, INC
2656 BREKONRIDGE CENTRE DRIVE,104
MONROE, NORTH CAROLINA 28110
P: 704-238-1229
CATAWBA PLANTATION
TOWNHOMES PHASE -2
Drawing Title:
Sight Dist. Plan
Int. Hundley Rd &
Paigebrook Lane
Project No.
Drawing No.
3108
DWG File Name:
3108—Sight Distance Plan &
D P 2
Profile -Ph -2

VICINITY MAP - N.T.S.
GRAPHIC SCALE
60 120
( IN FEET )
1 inch = 60 ft.
Y
DATE I ISSUED FOR
05/16/19 Initial Submittal to City of Charlotte & NCDOT
NORrlHC813�0�
N-9 CA—L.4 One -Call Center
REVI
0
Know what's below.
0811 before you dig.
7
Engineer:
(191D
R. Joe Harris & Associates, Inc.
Engineering • Land Surveying • Planning
Management
127 Ben Casey Drive, Suite 101, Fort Mill, S.C. 29708 P: [phone]
www.rjoeharris.com
This drawing shall not be used for construction purposes until the
seal and signature of the responsible registrant appears on the
drawing, and proper permit forms and related fees are transmitted
by the Owner, Owner's Agent or Contractor to the Authority
having jurisdiction.
Corporate Seal
Engineer's Seal
,`SNuiurrniii
��� CA Rpt �,.,��
%0111iurrniii
CA Ro�
•
�: �EESS10 °.%9�':
Ny•
���.�`��� •
:`���°'��FESSj °.�ti-yam':
°Q oy• ;
CATAWBA PLANTATION
_mem SEAL Z° -
;• C-4168
SEAL
_ .W Zs
vi+ 036836
DRAINAGE AREA
Project No.
Drawing No.
3108
D' File
Project Manager
Drawn
J. Hegemann
R. Patel
Department Manager
Checked
P. Murphy
P. Murphy
Print/Plot Date
05-16-2019
Asbuilt Drawn
Asbuilt Date
Cli
DEPENDABLE DEVELOPMENT, INC
2656 BREKONRIDGE CENTRE DRIVE,104
MONROE, NORTH CAROLINA 28110
P: 704-238-1229
CATAWBA PLANTATION
TOWNHOMES PHASE -2
Drawing Title:
PRE DEVELOPMENT
DRAINAGE AREA
Project No.
Drawing No.
3108
D' File
PRE DA
31 08Pre vs Post—Phase-2

VICINITY MAP - N.T.S.
GRAPHIC SCALE
( IN FEET )
1 inch = 60 ft.
DATE ISSUED FOR REV
05/16/19 Initial Submittal to City of Charlotte & NCDOT 0
NORrlHC813�0�
N-9 CA—L.4 One -Call Center
0
Know what's below.
0811 before you dig.
Engineer:
(191D
R. Joe Harris & Associates, Inc.
Engineering • Land Surveying • Planning
Management
127 Ben Casey Drive, Suite 101, Fort Mill, S.C. 29708 P: [phone]
www.rjoeharris.com
This drawing shall not be used for construction purposes until the
seal and signature of the responsible registrant appears on the
drawing, and proper permit forms and related fees are transmitted
by the Owner, Owner's Agent or Contractor to the Authority
having jurisdiction.
Corporate Seal
Engineer's Seal
,`SNuiurrniii
��� CA Rpt �,.,��
%0111iurrniii
CA Ro�
•
�: �EESS10 °.%9�':
Ny•
���.�`��� •
:`���°'��FESSj
°Q oy• ;
CATAWBA PLANTATION
_mem SEAL Z° -
;• C-4168
SEAL
_ .W Zs
vi+ 036836
DRAINAGE AREA
Project No.
Drawing No.
3108
D' File
Project Manager
Drawn
J. Hegemann
R. Patel
Department Manager
Checked
P. Murphy
P. Murphy
Print/Plot Date
05-16-2019
Asbuilt Drawn
Asbuilt Date
Cli
DEPENDABLE DEVELOPMENT, INC
2656 BREKONRIDGE CENTRE DRIVE,104
MONROE, NORTH CAROLINA 28110
P: 704-238-1229
CATAWBA PLANTATION
TOWNHOMES PHASE -2
Drawing Title:
POST DEVELOPMENT
DRAINAGE AREA
Project No.
Drawing No.
3108
D' File
POST DA
31 08Pre vs Post—Phase-2