20191408 Ver 1_Townhomes Ph-1_20191011

PLAN SHEET INDEX:
COVER COVER SHEET
SP -1 SITE PLAN OVERALL
SP -2 SITE PLAN
SP -3 STREET TREES AND PLANTING PLANS
05mm 1 4,m201 9 SP -4 - SP -6 SITE PLAN DETAILS
DEMO -1 DEMO REPAIR PLAN
DEMO -2 DEMO REPAIR 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 GRADING PLAN
GP -3 STORM DRAINAGE AREAS
GP -4 STORM DRAINAGE CHART
z BMP -1 BMP PLAN
m
BMP -2 BMP DETAILS
BMP -3 BMP DRAINAGE AREAS
SDA - SD -2 STORM DRAIN PROFILES
RP -1 - RP -2 ROADWAY PLAN AND PROFILES
MT DPA - DP -2 SIGHT DISTANCE PLAN AND PROFILES
PRE -DA PRE -DEVELOPMENT DRAINAGE AREA
E,iK. Joe r POST -DA POST -DEVELOPMENT DRAINAGE AREA
ao T y
o<<y Engineering Land Surveying ® Planning -
o
F
Management
_�� 127 Ben Casey Drive; Suite 101, Fort Mill, SC 29708 Phone: [phone]
m
0
R. Joe Harris & Associates, Inc.
Engineering • band Surveying ® Planning
Management
127 Caen Casey Drive, Suite 101, Fort Mill, S.C. 39708 P: [phone]
www.rjoeharris°corn
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
CARO , *,, > ®°`��� CARO"*,,,
00000°Ooo
ESS/pN nn 9 rs ®` n pF ESS/O
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SEAL �a = ow SEAL �> -
c C-4168 o.036836 o
°OO0000n°°° \P ®J I °oono°npO
S& ASSN: °'® s s °CK L .11100
Project Manager
Drawn
J. Hegemann
R. Patel
Department Manager
Checked
P. Murphy
P. Murphy
Print/Plot (late
05-14-2019
Asbuilt Drawn
Asbuilt Date
Client
DEPENDABLE DEVELOPMENT, INC
2656 BREKONRIDGE CENTREDRIVE,104
MONROE, NORTH CAROLINA 28110
P: 704-238-1229
Project:
CATAWBA PLANTATION
TOWNHOMES PHASE -1
Drawing Title:
COVER
Project No. Drawing No.
3108
DWG File game:
3108- Cover Sheet COVE

DATE ISSUED FOR REV
y
05/14/19 Initial Submittal to City of Charlotte & NCDOT 0
M Fzp
T
S IL L FULLAR g I I w w
RTIS D FULLA D I I T
9�Z4_
�2 SEED BOOK 39 AGE 169 I I ❑ I P o
TAX PARCEL 031 46-201 I I I I i HOMEOWNERS ASSOC INC
w`` I i L j DED BOOK 57 PAGE 643 TE
TAX PARCEL 031-45-839Ld Ty
IJ I o p I PROPERTY BOUNDARY D
I I\ T w I \ DEED BOOK 57 PAGE 643
TAX PARCEL 031-45-879 m
ZONING: R-12MF CD
EXPQ W ER TO 1ER w I I w _ °``• SAG \ C`
❑ I I � ! I �� I �`� 11 10 9 I I g7 �m Qom \ \ A `\ PROPOSED �eVelO lileilt 0i1f01li�atlOii. VICINI VICINITY MAP IY. i .�7.
❑ I� d 12 6 S \y \ p
`\ I T T �. ®" 5 FT .\\ MAILBOX
14 13 O,9c� ,,; �� KIOSK Project Name: Catawba Plantation Townhomes
o
15 4'' -'`~ U
I I I I I 16 3
w w ' i I I I C� 4° 2 _ -= Location: Charlotte ETJ North Carolina
I ❑ I
z ❑ ❑ I PROPOSED Owner/Develo er: Dependable Development, Inc.
p p p
I i o o I I P BMP AREA
I I I I I ,. `\,E/` % 53
25 _ 2649 Brekonridge Centre Drive, Suite 104
w I I I 26 f Vii°/ 20'PUBLIC RAW SETBACK Monroe, North Carolina 28110
s ( ti
I I I I I '� 23 24 \\v,: i 52&� ,� TREE SAVE Phone: [phone]
'w"HEET %t -2
�' /
I u / - z 22 I \,\ 51 ' U AREA
i i ) ❑ 27 50 Parcels: 03114107, 03114103 (Portion)
PROPERTY POUND�RY i I 1 I �/ 20 21 I 2$ / f
Y
j w ( f 29 / Rezoning Peitition /
I LD w f 4 Number: 2018-069 (Parcel 03114103) jl
Ws`_ a Qr<o \ 19 30 / 47 f `�
o
_ I i w~w \\\ 18 TREE SAVE >/ f ice\ 46 Site Acreage: 11.49 Acres (Phase -1) wwhait
I I
N�Cvw$wOn-CallCenter AREA before you dig.
32 Z4
I iREDUCED CLAS C45 45 O\ Common Open
I I BUFFER ( 0') N. \ `\ 33 i,:� 44 Space (COS): 1.2 Ac (10.44% of total)(Min. Req. is 10.0%) Engineer:
_ 43
w w \ ;% l Zoning: MX -2
IifYc ! PROPERTY BOUNDARY 9
I Li
w ca ❑ I I 114- t\ j 42
I + s I I I I y �. \\�. 35 1/2 CLASS C BUFFER (25') Density: Maximum 8.0 Units per ACTe
❑ I L '~ TREE SAVE >\ 36 °
30' STREAM BUFFER
i i I �-ti AREA a , Proposed 5.0 Units per Acre
. WOOD CATAWBA CENTER LLC
_ (
20'SEWER EASE ENT I I I I '} \,, \� DEED BOOK 31054 PAGE 880
��� 1 TAX PARCEL 031-14-110 Setbacks/Yards: Setbacks As Per City Ordinance
_..
ZONING:B-1 (CD) ) Front - 20 FT
�o Im ® ®� ®a ' 43 i Corner - 20 FT
�/
r hi % I/ Side - 16 FT (Between Buildings)
-l- °�) o i f 3g
- - - - 00 -I j I I ®� / TREE SAVE AREA
L \l ' / 38 �`� Rear - 20 FT
w w I s ° ��� ® 400 SF Open Space Per Unit
T I o I z I _. �' ° `. y A. Jae awls Associates,
Inc.
' / , i
❑ _ I I / Land Use: Existing - Wooded & Pasture
TREE SAVE A Proposed - Town En 1T1eeT1T1 Land Surveying ® Planning
I j I 445' DUKE P01NER WW z I �. \\ `� �-�`/� \. r7 �r
I i I ❑ �' 20' PUBLIC RNV SETBACK g J b
I I I I I I Management
! i w Lia I I , COOPER AND SONS NC LLC Min. Lot
w I uT- o I z : ��Ty�� DEED BOOK 31843 PAGE 291 Dimensions: Min. Width -22 FT 1z7Ben Casey Drive, saitetol,f^ort Mill, s.e.zv7o8 P:(so3)soz-t799
_ CAT I P I ❑ i `t'0 �R�l<y ry"y� TAX PARCEL 031-14-114 Min. Lot Size - 1144 SF
I' AWBA PLANTATION PHA$E 6 LC
DEED BOOK 20662 PAGE 45 `® off` .y Ap\ ' ZONING: B-1 (CD)
\ \ Avg. Lot Slze - 1227 SF
1 I TAX PARCEL d31-14-290 s \`
ZONING: MuIX-1� j ®��2Ls ` \` \� Lots Proposed: 53 Lots (Phase -1) .rj® ham . om
EX. 50' NATURAL GAS RNV
fTree Save: (Phase -1)
I ❑ i i STING STRAM I \
EXISTING V
1 I4 Required Area (15% of Phase -I Area): 1.24 Ac.
I I_17,� I (� PHASE -I Easement & R/W: 3.24 Ac. This drawing shall not be used for construction purposes until the
I I I Iseal and signature of the responsible registrant appears on the
1 I I\Provided Tree Save: 1.27 Ac.
drawing, and proper permit forms and related fees are transmitted
,.\ \ by the Owner, Owner's Agent or Contractor to the Authority
_ w I ❑ \ 4� Parkin Provided : 114 Nos.(Phase-1)Navin
❑ = I I I 9 g jurisdiction.
❑ I 1 u I ®`. , `\ �,� 53 units x 2 =106 Nos. ( 2 Per unit, 1 in Garrage & 1 in Driveway)
j Corporate;® 2 Parking Lots x 4 =8 Nos. ( 4 Per Parking Lot)
i 1 + p I � i ® „•``~'� . ®tlnu/ Engineer's® cal f
I I P�OPFwRITY BOUNDARY � •. o, �j ` � ., m,°CACARO
❑ I 1 i ! / ®`` `. qy,®O2oFESS/ON°oo
�y''.: ®��o°QpFEssj0SEL
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C-4168 z o = SEAL o
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LJ ❑ ❑ 1
1 I I I T T / r HUNTERSVILLE INVESMENT LLC
1 I ❑ o i / x`12 DEED BOOK 20223 PAGE 392
TAX PARCEL 031-14-104 s°
ZONING: B-2
I I s
I ' = r z
13 EJ
iL
W f ./ FUTURE PHASE -II
Ld w 0 ca w
PEN L
DEED BOOK 11935 PAGE 549
)\ ell TAX PARCEL 031-14-109 p�� °
1 ( w w w w ,, ZONING: B-2 ti�,,9,F�,O/F -&
LI-ILJ ❑ fJ
r 4l �, A
M i f I
0"
OVERHEAD ELECTRIC LINE
EVAN T KARAGIAS
I I DEED BOOK 27428 PAGE 65
T TAX PARCEL 031-44-107 HUNTERSVILLE INVESMENT\LLC
Q
ZONING: 1-1 DEED BOOK 20223 PAGE 392 , �\
TAX PARCEL 031-14-116
? DUKE ENERGY CAROLINAS LLC ZONING: B-2, 1-1
DEED BOOK 4677 PAGE 309
TAX PARCEL 031-44-108
❑ ❑
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 j S51 ° 40' 12"E
105.62
C10
33.32
1019.83
1.87 -11 S54° 57' 30"E
33.32
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
o ° oFF via �,�: : ,o o��� ��� o A oo
ASS i,,�K L.f1M�;;�`
111 111
Project Manager Drawn
J. Hegemann R. Patel
Department Manager Checked
P. Murphy P. Murphy
Print/Plot Date
05-14-2019
Asbuilt Drawn Asbuilt Date
Client
Dependable Development, Inc
2656 SREKONRIDGE CENTRE DRIVE,104
MONROE, NORTH CAROLINA 26110
P: 704-238-1229
Project:
A L TAT 1
TOWNHOMES -1
Draining Title:
V L SITE PLAIN

\ HOMEOWNERS ASSOC II
DEED BOOK 57 PAGE
TAX PARCEL 031-45
A-
J \
\
l \
,Q
®® 22°0 r
Ole
IDA
6 w�
\ `w 7 ao
CARRON VENTURES LLC a
DEED BOOK 57 PAGE 643 m
TAX PARCEL 031-45-879
ZONING: R-12MF(CD) TREE PROTECTION FENCING
SIGHT TRIANGLE (TYP.) v
GARRON POINT DR, �o ti RE xSAV.
(60' CDOT R/W)G ® + 5 A P�
20' PUBLIC R/W SETBACK
22.50'
Line #
Length
I,
t
N 4
N
72cq�-,
L2
59.37
S56° 09' 18.20"E
3�
294.09
N560 47'59.64"W
L4
189.33
S30 03'03.95"W
mf
z;e u0' 'j
fi..
22.61' :.
S680 56'10.99"W
L6
106.65
N47° 04'53.01"W
E
u n �
92.00'
B 6• , 52 N VICINITY MAP - N.T.S.
t oxv.. 51 N �{
HANDICAP ACCESSIBLE RAMPS (TYP.)
I � i$�. �.f 50 N �' ✓� J
I 93.04' f
I
yti 9> 22°_r : ® b a ... mob` 92.00'
Clk
i_ I (
49
SUN CREEK RACE I--
No III
`
`
I 56' PUBLIGRTW)2� o N�1 3.89'
�0 i48
o o r I 95.%3' o I WOOD CATAWBA CENTER LLC
+ -
0
47 I U DEED BOOK 31054 PAGE 880
®
PROPOSED--__-
12 ao N y
TAX PARCEL 031-
14-110
95.5MAILBOX COS ZONING:13-1 (CD) 1 KIOSK
�
92.00'
2
N
tS>27.
1300.+'
.00 ,.' �Q ?. l / Yry s;:, 9Aps,
26 28 \ \ Y l 45 , u�
® ryN 9 14
25 1 N 92p0
.
60 29 121 44
r 1 U
4-"
60 15 ryal %e ! 9> ryry. 0 92.0
a4l p N
92' N tips 2482
N �v r ryd O N 92.0 N v
30
Qs�, \ 92.00' _..o o
96 rs. 23 N ! s n �,�Z w N 1
Y
92.0
tiry1:1 a`4- 42 TREE PROTECTION FENCING
COS 92.00' 'N
31 »- 15'SD� fl
5' PAVED PEDESTRIAN CONNECTION
92'68' 1 'SD ` N ~ N o T `E E, �f,/�IVEk, TO EXISTING FOOD LION SHOPPING CENTER
32
0.0 'AC) c)
f�' 1_ ` 2� 9'L•00 s o
m-
21 33
® I n 94.57'
` 34 1�
N
j I
PROPOSED N 1 a` 92p0 98.00'
s2.az' N
\ V BMP AREA - - I , / N ` a 41 N 00
'Q M'` �,*• \ '' ...._r-`'" btj _ 94.96' U
\ M® -
.se's;- \ o
\\\ �o rx�. is 106.36' o % 935~# ", �` 40 COOPER AND SONS NC LLC
\\ Q\ Tr,\�� \ 19 IN N 94.63' DEED BOOK 31843 PACE 291
�
N
TAX PARCEL 031-
14-114
93.74' 89
36 18 92.2.7' ZONING: B-1 (CD)
EE 6.4 0a
�
93.13' 0 37 �" a ° 38
\ \ \ •, \ %�- � 17 N \, \,' �,, 4, N 95.44' N M 94.48'
06.65' . r r
Tv -SDE
TRE SAVE f
11\
\ OVERHEAD 1�. (±` 7'-
} `\ TREE PROTECTION FENCING _
\ \ ELECTRIC LINE >> \ \ . -. _ 0. �f I,.,
30 DUKE POWER RAN
\ r\\Q ti \ \ \ `,yQ - - I •�\ ,
. �---�; -f-�-20--'- PUBLIC R/ SETBACK
❑HE ❑HE ❑HL--___❑HE---._❑H�� ❑HE -----❑HE--- ❑�E - 0160 _
- - �Q4 ❑ ��-- -.._
-
-
Q \ - -_
Y f .. _ > x . ---
a a ,
183
PROPERTY BOUNDARY \, \\ w �./ o
v� \ vi \ ti 7ti yT 0 3+00
cn h, % 2+Oo MT. HOLLY ROAD o
EF,PROT-CTIO: FENG�ING \! B 0+00 f 1+00 �M _-----{-- (R/W VARIES) o
TREE SAVE i \ 5' PAYED'PDESTRIAN CONNECTION - --�--
' TRE . *SAVE` \ �-
32 ,nh.
(±04, A') � ,`,, '\ �\T'O MT`,,Ha � LY ROAD
O M
w I's/ / o �+ ey�- I
:A K�
\ CATAWBA PLANTATION PHAS LLC
� \ \\ \
\, � J REDUL D CLASS O
DEED BOOK 20662 PAGE 433°'\ ®.:
\ S € �; . 2' VALLEY CURB & GUTTER (TYP.)
�o TAX PARCEL 031-14-290' \ O\ BIJ�FER(30') �\
\ ZONING: MX-1�`
\ 445' DUKE POWE NV \ \ °
\\ \ /I �y / \ \ N\ � \ ® 5' SIDEWALK (TYP.) 6' SIDEWALK SIGHT TRIANGLE (TYP.)
\\ k \ r�Q \ ®�4 8' PLANTING STRIP (TYP.) 8' PLANTING STRIP
Al, "\ / / ' ®\ EXISTING STREAM
/
30' STREAM BUFFER
EX. POWER TOWER
�,�� �o\
EX. 50' NATURAL GAS R/WO
v� Q
\\ AO
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
N560 47'59.64"W
L4
189.33
S30 03'03.95"W
L5
204.87
S680 56'10.99"W
L6
106.65
N47° 04'53.01"W
L7
24.92
N570 42'29.10"E
L8
107.18
N43° 08'38.86"E
L9
153.46
N270 40`55.44"E
L10
6.23
N28° 35'21.02"E
1-11
91.57
N400 25'56.57"E
L12
21.32
N4° 08' 12.26"W
L13
9625
S48o 24'25.90"E
L14
73.60
N410 34'52.83"E
L15
20.93
N41' 34'52.83"E
L16
489.08
S470 01' 38.84"E
TE ISSUED FOR REV
05/14/19 Initial Submittal to City of Charlotte & NCDOT 0
N
Curve Table
Curve #
Length
Radius
Delta
Chord Direction
Chord Length
C1
139.22
630.00
2�
N79° 28'56"W
138.94
C2
35.09
20.28
99.11
N46° 05'38"W
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
_I
280.00
113.12
N54° 31'35"W
467.30
C4
245.86
220.00
64.03
N790 04'12"W
233.27
C5
238.43
320.00
42.69
N680 23'43"W
232.95
C6
88.877
280.00
18.18
N340 06'30"E
88.49
C7
73.07
268.20
15.61
N35' 35' 07"IE
72.84
C8
66.66
330.00
11.57
N34° 35' 41"E
66.54
GRAPHIC SCALE
\ -50 0 25 50 100
mum §1111111 11111511 oulolmoom
R. Joe Harris & Associates, Inca
Uingineeringi,
Management
127 Sen Casey Drive, Suite 101, Fort Mill, S.C. 29708 Y: [phone]
www.rjoeriarris.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 Beal Engineer's Seal
ao®®a� olroaire®'B` �o.0111i,111111 �
CA CA
F�,SS/o% ypFESsj0
® e m SEAL E 2 SEAL 1
e c C-4168 z o v 036836 2 J
o®'°
Project Manager
Drawn
J. Hegernann
R. Patel
DepzMment Manager
Checked
P. Murphy
P.-
Print/Plot Date
•
r�
Client
Dependable Development, Inc
2656 BREKONRIDGE CENTRE DRIVE,104
MONROE, NORTH CAROLINA 28110
P: 704-238-1229
Project:
CATAWBA PLAINITATIONI
TOWNHOMES -1
Drawing Title:
SITE PLAIN
Project No. Drawing No.
3108
DWG File Name:
3108- Site Plan

S IL L FULLAR I r, ❑w a �T
URTIS D FULLA D I I tio<
�2 EED BOOK 39 F,AGE 169 I I ❑ I I
TAX PARCEL 031-46-2 HOMEOWNERS ASSOC INC
DEED BOOK 57 PAGE 6431 2,r
w w TAX PARCEL 031-45-839 W tion
yR
I I p I PROPERTY BOUNDARY v
-----
4 mow,` — w
DEED ED BOOK 57 PAGE 643 m ��
I �\
m
® z s tJ {
y I I I w ❑ p®°�.. ,® TAX PARCEL 031-45-879 m P
r�El® 9 ZONING: R-12MF CD
EX.'P ER Tol ER
VICINITY MAP N.T.S.
_ _ LANDSCAPING NOTES
j I i I I I I I ,®✓ ® ,. t F_-__ 1. MINIMUM TREE SIZE AT PLANTING IS 2 -INCH CALIPER (FOR SINGLE STEM TREES). ALL MULTI -STEM PLANTS MUST BE TREE FORM,
w I I I �; `•� 'v /. - = - MAXIMUM 3 TO 5 TRUNKS AND MINIMUM 8 FEET TALL.
T I I w w I `' �G�I\N� �_ _,_ -- 2. ALL STRAPPING AND TOP 2/3 OF WIRE BASKET MUST BE CUT AWAY AND REMOVED FROM ROOT BALL PRIOR TO BACKFILLING
-C = w Qin : x ' . \ /
W W r I _ Qv « t1 " ' 7#P :a 4 - = - '�~ PLANTING PIT. REMOVE 1/3 OF THE BURLAP FROM ROOT BALL.
I I I ❑ PROPOSED
I I I
BMP AREA \'� 1 3. FOR NEW PLANTING AREAS REMOVE ALL PAVEMENT GRAVEL SUB -BASE AND CONSTRUCTION DEBRIS' REMOVE COMPACTED
I I ���'
SOIL AND ADD 24" NEW TOPSOIL, OR TILL AND AMEND THE TOP 24" OF EXISTING SOIL TO MEET TOPSOIL/PLANTING MIX
{ { W STANDARDS FOR TREES (WITHIN ENTIRE MINIMUM AREA OF 274 SQUARE FEET PER TREE.)
Jt
iv
I ❑ s �.ti 4. LARGE MATURING TREES MAY NOT BE PLANTED WHERE THERE ARE OVERHEAD DISTRIBUTION OR TRANSMISSION LINES. IF
TREES CONFLICT WITH POWER LINES OR SIGN CALL URBAN FORESTRY TO RESOLVE BEFORE PLANTING. PROPERTY �OUND�RY E S,
5. A MINIMUM OF (50) PERCENT NEW TREES MUST BE NATIVE SPECIES, AND SITES WITH MORE THAN TWENTY (20) TREES
W I I �°% REQUIRES WILL HAVE TO INSTALL MULTIPLE SPECIES PURSUANT TO THE TREE ORDINANCE GUIDELINES. °
- W Uti
%� % 6. SITE LIGHTING MUST BE A MINIMUM THIRTY (30) FEET AWAY FROM A TREE, IF PEDESTRIAN SCALE LIGHTING IS BEING USED,
1 ❑ r s -
I W W❑ - '� ��'.; f THEN LIGHTING MUST BEA MINIMUM OF FIFTEEN (15) FEET AWAY FROM A TREE, UNLESS APPROVED OTHERWISE BY THE CITY.
-�
�' { I I ❑ ❑ I I �/� � � A� \ \ / r- � aq, .,'.\.;\' ` � / SHOW SITE LIGHTING PLAN. I N C' a.�P.i.kOne-Can Center i1,8i �� ° �
7. ADJUST TREE PLANTING LOCATIONS TO AVOID UNDERGROUND UTILITIES. PLANT 15' FROM ALL UNDERGROUND UTILITIES (GAS,
.per Engineer:
65
WATER, PHONE AND ELECTRICAL LINES.)
8. ATTENTION LANDSCAPER: NOTIFY URBAN FORESTRY OF ANY SIGN POWER LINE OR OTHER CONFLICTS BEFORE PLANTING
w r s I PROPERTY BOUNDARY NEW TREES. LARGE MATURING TRESS MUST BE 25 TO 30 FEET FROM THE OVERHEAD DISTRIBUTION OR TRANSMISSION LINES.
J ❑ ❑ ' I \\,,
{ L { ❑ 30' STRF�AM BUFFED J P, \\., _ f / 9. PLEASE CALL [phone] FOR AN INSPECTION OF TREE PROTECTION AND/OR TREE PLANTING AREAS, 1 TO 2 DAYS BEFORE
I ❑ THE CERTIFICATE OF OCCUPANCY IS NEEDED.
f
I I _E— LJ � – G � - O \ ,.. ". �. •.� WOOD CATAWBA CENTER LLC
I _ 20' SEWER EASE I ENT I I I I �' x � � �" `� `� � �=^� , �`� �, r� '' DEED BOOK 31054 PAGE .880 10. NO UTILITY OR LIGHT POLES TO BE INSTALLED IN TREE ISLANDS.
i w w l ,..,,- r �\ � .,. � r '�:z... '~�"� � TAX PARCEL 031-14-110
W I r-1 z Fog — — — \° ` \ .: ZONING: B-1 (CD) 11. ALL TREES ON PUBLIC PROPERTY ARE PROTECTED BY ORDINANCE AND REMOVAL MUST BE APPROVED BY THE CITY /
o { W I c� U ARBORIST. [phone] OR 704 336-5753 T `I _ — — — — .• /— Cit y
j r W I I 12. COMMERCIAL TREE SAVE AREAS MUST BE RECORDED IN ACCORDANCE WITH THE APPROVED PLAN ON A FINAL PLAT AT THE
i ` _ '� I I { ❑ I -� / �' Gw REGISTER OF DEEDS OFFICE BEFORE URBAN FORESTRY HOLDS CAN BE RELEASED.
F+ M woo 00w I s = i I 13. THE AREA OF ANY EASEMENTS (WATER, SEWER, UTILITY, ETC) THAT PASSES THROUGH TREE SAVE AREAS CANNOT BE Joe arras ssocia:tes, Inc.
J L ,rj I _T i i { i / 4 COUNTED TOWARD THE REQUIRED TREE SAVE REQUIREMENTS. T
—I ---r — 445' DUKE P01 R/W ° I ® \ems 14. REFER TO SHEET SP -7 FOR UPDATED CHARLOTTE TREE ORDINANCE NOTES. Engineering - Land Surveying - Planning
I �ER I aTha�T_
15. STREET TREE SPACING TO BE 30' MINIMUM TO 40' MAXIMUM. EXACT LOCATIONS OF STREET TREES TO BE DETERMINED IN THE ge111Ci].t
W _ I w r \ �' !Lid :l COOPER AND SONS NC LLC \ FIELD. 127 Ben Casey Drive, Suite 101, Fort Mill, S.C. 29708 Y:(803)a0?,z799
w I ❑ ❑ z DEED BOOK 31843 PAGE 291
11 { { ❑ s I I ! /�, o�<r, �1, TAX PARCEL 031-14-114
I ❑ CATAWBA PLANTATION PHASE 6 ILC j Ram; ZONING: B-1 (CD)
16. SEE SHEET SP -6 FOR PLANTING DETAILS.
DEED B06K 217662 PAGE 435 "� /�. \\
I TAX PARG�EL b31-14-290 I ; \ �® 17. SEE SHEET SP -6 FOR MORE LANDSCAPE NOTES.
I I
{ { ZONING: MDC -1 1 � >,www.rjoe'[-]arris.com
EX. 50'NATURAL GAS R/W bi
- W I Tn I W I �® ~ r` ` PERIMETER TREE REQUIREMENTS:
l o { { EXISTING STRWAM
LINEAR FEET OF ROAD FRONTAGE ALONG MAINTAINED RIGHTS-OF-WAY INCLUDING This drawing shall not be used for construction purposes until the
❑ PHASE -I
DRIVEWAYS:. seal and signature of the responsible registrant appears on the
{ I w w I i drawing, and proper permit forms and related fees are transmitted
l z { o i O \� �a HUNDLEY ROAD = 1,268 LF/40' O.C.(MAX. SPACING) = 32 TREES REQUIRED (MIN.) by the Owner, Owner's Agent or Contractor to the Authority
❑I I� having jurisdiction.
I I I � � SUN CREEK TERRACE = 1,048 LF/40 O.C.(MAX. SPACING) = 27 TREES REQUIRED (MIN.)
I j w ®•` < \\ ` STREET TREES TO BE PROVIDED AT 30-40 FT.(O.C.)� ALTERNATE THE FOLLOWING LARGE
Corporate Seal Engineer's Seal
i n MATURING TREES (2 CALIPER AT PLANTING):
{ I I P&PFWRTY BOUNDARY I �
`- yF '�� ,ov®y®aon�a'ur,o'°° ,e®®®t�®auie®aarI't
,•�HCARP ®��HCARO
0o O
%%;%
°oeo oe
• I . . / � ♦ 00000 ®
s ❑ I W / / / Ess/ �� °OFEss,
{ � ❑ ❑ \\ LACEBARK ELM -WHITE OAK �®° q >° '.
I a I I I I I / \� - NUTTALL OAK - SHUMARD OAK �° °®�pF O,j, 0 9 0 0 °Qg py°°
J
) W I j Hw y`` \'� -FREEMAN MAPLE Q '�� o 4Z 9<°00
SEAL eW SEALa
vry�C-4168 o®-0 36836W LJ
�� q
L'i
IS
��i °
c�
hi
A$Sa®�e
PERIMETER TREE SUMMARY
y� STREET: MINTREES REQ.: TREES PROVIDED: w
Project Manager Drawn HUNDLEY ROAD 32 33
❑ I I I / HUNTERSVILLE LNVESMENT LLC, SUN CREEK TERRACE 27 33
DEED BOOK 20223 PAGE 392/ J. Hegemanrl R. Patel
I I I w w r TAX PARCEL 031-14-104 Department Manager Checked
I i I otiti ZONING: B-2
P. Murphy P. Murphy
Print/Plot Date
I I I I ROAD LENGTHS AS CALCULATED ALONG PUBLIC RNV'S FOR APPLICABLE AREAS.
05-14-2019
LU
f w w o TREES PROVIDED ARE MINIMUM REQUIRED AND FIELD CONDITIONS MAY DICTATE THE USE OF Asbuilt Drawn Asbuilt Date
I�~ —L'� J FUTURE DEVELOPMENT ! FUTURE PHASE -11
ADDITIONAL TREES TO SATISFY STREET TREE REQUIREMENT (PROVIDE 40 FT. MAXIMUM SPACING).
/ (NOT TO BE REZONED)
E3 2.48 AC. i PERIMETER TREES MUST BE PLANTED NO MORE THAN 20 FEET FROM THE BACK OF CURB, BUT Client
'\ ZONING: B-2
I I I I I I I LOCATED OUTSIDE OF THE PUBLIC ROAD R/W, PERIMTER TREES SHALL BE LOCATED NO MORE
r �`L THAN 8 FEET BEHIND THE PUBLIC ROAD RNV (TO MAINTAIN 20 FT. DISTANCE FROM CURB).
I I bi w '� I Dependable Development, Inc
I I s s TREE LOCATIONS ON PLAN SHOWN FOR REFERENCE ONLY AND ADJUSTMENTS TO THE PERIMETER
❑ r' /® TREE LOCATIONS MAY BE MADE IN THE FIELD (CONFLICTS WITH DRIVEWAYS, UTILITIES, ETC.). 2656 BREKONRIDGE CENTRE DRIVE,1 O4
0 El I I PEN LLP oFG� ,�/ TREES T D DRAINAGE E EN MONROE NORTH CAROLINA 28110
I i I I I I i DEED BOOK 11935 PAGE 549 �Ty+F0��]i�\ ® RE S SHALL NO BE PLANTED IN UTILITY AND/OR STORMEASEMENTS. ,
I I I a TAX PARCEL 031-14-109 O,1o \ / P: 704-238-1229
I I I I I I ZONING: B-2 i- 9 p0 g J TREES PLACED IN SIGHT TRIANGLES SHALL BE SINGLE -STEM SPECIES WITH LIMBS PRUNED TO A
W W z �'� C� ��,Gp ® \�, MINIMUM HEIGHT OF 6' AS MEASURED FROM FINISHED GRADING SURFACES.
W I I I \ {�, ws > o O� o `` REFER TO CITY OF CHARLOTTE LAND DEVELOPMENT STANDARDS MANUAL, CURRENT EDITION, FOR
\�R�G'F F� \ TREE PLANTING. SOIL REMEDIATION, IRRIGATION, ETC. AS APPLICABLE. Project:
I T
I �\ �� �p CONTACT URBAN FORESTER FOR APPROVAL OF ADDITIONAL TREE SPECIES AND REFER TO CITY OF
\\ `\ CHARLOTTE TREE ORDINANCE FOR LIST OS APPROVED SPECIES.
TA A PLAINITATIOIN
o a <'8 �� \
I OVERHEAD ELECTRIC LINE TREE PROTECTION NOTES FOR SUBDIVISION: —1
1. TREE PROTECTION FENCE/BARRICADES MUST MEET OR EXCEED TREE ORDINANCE REQUIREMENTS.
>\Ob \
I I EVAN T KARAGIAS� , 2: TREE PROTECTION FENCEIBARRICADES MUST BE INSTALLED BEFORE ANY DEMOLITION/CLEARING/DEED BOOK 27428 PAGE 65'
w T
LJ FUTURE DEVELOPMENT \ GRADING/CONSTRUCTION AND NOT REMOVED UNTIL AFTER AN INSPECTION BY URBAN FORESTRY
s s TAX PARCEL 031-44-107 r Drawing Title:
❑ ❑ ZONING: 1-1 (NOT TO BE REZONED) \
I I 0.53 AC.\ 3. NO SOIL DISTURBANCE OR COMPACTION, CONSTRUCTION MATERIALS, TRAFFIC, BURIAL PITS, TRENCHING
I DUKE ENERGY CAROLINAS LLC ZONED: B-2, 1-1 / /� � OR OTHER LAND DISTURBING ACTIVITIES ALLOWED IN TREE SAVE AREAS.
DEED BOOK 4677 PAGE 309
I ( TAX PARCEL 031-44-108 / 4. VIOLATIONS OF THE TREE PROTECTION REQUIREMENTS ARE SUBJECT TO FINES, AND/OR IMMEDIATE
CORRECTIVE ACTION/MITIGATION.
, o \ PLANTINIG PLAIN
5. ALL TREES ON PUBLIC PROPERTY ARE PROTECTED BY ORDINANCE AND REMOVAL MUST BE APPROVED BY
I \ THE CITY ARBORIST @ [phone].
6. SHOW TREE PROTECTION FENCE AT LEAST 5 FEET BEYOND THE DRIPLINE OF THE DESIGNATED TREE SAVE
1 1 \ t AREA(S) WHENEVER POSSIBLE AT NO LESS THAN THE LOCATIONS SHOWN ON CONSTRUCTION PLANS.
Iii ISI t �`
7. TREE SAVE FENCING MAY BE REMOVED/OMITTED UPON ALL COMPLETED AND BUILT -OUT PORTIONS OF
GRA
h�IIC SCALE THE DEVELOPMENT (EXAMPLE: OCCUPIED HOME LOTS).
-100 0 50 100 200 400 8. TREE PROTECTION FENCE MAY BE TEMPORARILY REMOVED AND REPLACED FOR APPROVED
Project No. Drawing No.
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, 3108
(
IN FEET) GARY TURNER [phone] DWG File Name:
1 inch = 100 ft.
3108- Site Plan

DATE ISSUED P EtREV
05/14/19 Initial Submittal to City of Charlotte & NCDOT 0
0 0 0
Ld L = 10 FEET IN LONGITUDINAL SECTION
0 L
1/2° RADIUS g-,. Z'_q„ V-0
6"co z Q L/4 -- L/4 -.. L/4 L/4 Q BEGIN TRANSITION AT
(� I - L " >
3" RADIUS 1/2" RADIUS N G
1/8" RADIUS 3" RADIUS m a w AT END OF RADIUS
zo
o oof
woA B BACK OF CURB?
a.
w a d d.-1/8" RADIUS
n _ _ SEE STD. NO. 10.29
da r p �: o N VARIES FOR MORE DETAIL
n� FACE OF CURB
2'-6" as p? d + �L� c� 2,_0„ VALLEY GUTTER Qz p
A--
�� v ~ -i ® 2'-6" CURB
STANDARD 2'- 6 CURB AND GUTTER I A B C EXPANSION JOINT o� a
1'-6" STANDARD CURB AND GUTTER LIP of GUTTER/ECP
PLAN VIEW STEEL HOOD CATCH BASIN
Z
7 1/2"
o� z
�6� 6"-J 8 3/4" EXPANSION JOINT -
F13"
3" RADIUS 3" RADIUS 11"
.02 FT/FT
F44 03 FT/FT ° :-__ -tea-' ( , °9 4 Q 41 a d .. Q..� 2'-0" VALLEY GUTTER - -
AV
2'-4 1/2" V-1 1/2"
v
2'-0' 1 .03 Fr/Fl- SECTION A -A SECTION B -B SECTION C -C
NOTE:
2'-0" STANDARD CURB & GUTTER 2'-0"
1. WHERE 2'-6" CURB AND GUTTER IS USED,
I
CATCH BASINS MAY BE LOCATED AT END Knowvit a
SLOPE FOR VARIABLE OF RADIUS. N"
One -Call Call beftre YOU dig.
SUPERELEVATION RATES NOTES: -_
2. RADIUS AT INTERSECTION MAY VARY.
1. TRANSITION IS NOT TO BE LOCATED WITHIN THE CURB RADIUS. Engineer:
NOT TO SCALE NOT TO SCALE NOT TO SCALE
CITY OF CHARLOTTE ® CITY OF CHARLOTTE CURB TRANSITION CITY OF CHARLOTTE /
LAND DEVELOPMENT STANDARDS STANDARD CURB AND CUTTER QLThLAND DEVELOPMENT STANDARDS LAND DEVELOPMENT STANDARDS CATCH BASIN PLACEMENT AT INTERSECTIONS jl
STD. N0. REV. 2'6" CURB AND GUTTER TO 2'-0" VALLEY GUTTER STD• No. REV. TTE STD. No. REv.
� �'�•• INCLUDES CHARLOTTE ETJ 1 0.1 7A CItiTTE. INCLUDES CHARLOTTE ETJ 1 O. 1 O INCLUDES CHARLOTTE ETJ 10.301
i
0 25" RADIUS o 1/g„ GENERAL NOTES:
1. A GROOVE JOINT 1" DEEP WITH 1/8" RADII SHALL BE REQUIRED IN THE CONCRETE
.a p'° �• SIDEWALK AT 5' INTERVALS. ONE 1/2 EXPANSION JOINT WILL BE REQUIRED AT 45'
2'-0" VALLEY GUTTER �'.' 1a" RADIUS<#; :` FI <: INTERVALS NOT TO EXCEED 50' AND MATCHING EXPANSION/CONSTRUCTION JOINT IN
ADJACENT CURB. A SEALED 1/2" EXPANSION JOINT WILL BE REQUIRED WHERE THE
°'••p�•< 4,, a•°a: *..•'.,. SIDEWALK JOINS ANY RIGID STRUCTURE
" < .4 2. SIDEWALK AT DRIVEWAY ENTRANCES TO BE 6" THICK.
3. WIDTH OF SIDEWALK ON THOROUGHFARE STREETS SHALL BE A MINIMUM OF 6'. WIDTH
OF SIDEWALKS IN THE CENTRAL BUSINESS DISTRICT WILL BE DETERMINED BY THE CDOT.
4. WIDTH OF SIDEWALKS ON NON -THOROUGHFARE STREETS SHALL ` BE BASED ON TYPICAL
° STREET SECTION, A MINIMUM OF 5'. SIDEWALK TO BE POURED TO END OF RADIUS AT
INTERSECTING STREETS.
GROOVE JOINT IN SIDEWALK 5, CONCRETE COMPRESSIVE STRENGTH SHALL BE 3600 PSI. IN 28 DAYS.
1/2" RADIUS 6. ZONING CONDITIONS MAY REQUIRE ADDITIONAL WIDTH SIDEWALKS WHICH SHALL
� " RADIUS SUPERSEDE THESE STANDARD DIMENSIONS SHOWN.
7. LIDS FOR JUNCTION BOXES AND UTILITY VAULTS SHALL BE NON-SKID AS SPECIFIED BY
- ENGINEER.
1/8" RADIUS
0.65" (1.6" TO 2.4")
Harris Associates, Inc.
®e
0 o Engineering Land Surveying . Planning
(1.6" TO 2.4")
Management
127 Ben Casey Drive, Suite 101, Fort Mill, S.C. 29708 " P: [phone]
O O O @
4 . 8. JOINT MATERIALS SHALL LIMIT SHRINK/SWELL SO POST CONSTRUCTION INSTALLATION VV. rj rrl s. c®
1,_g„ MEDIAN CURB AND GUTTER
N " / RADIUS RESULTS N MAXIMUM 0
FROM FLUSH
TO BE USED IN MEDIANS WHEN LANES ARE SLOPED �
1 8" DIU ESU S I A AXIM F 1/4" F
a 4'-0" MIN. WIDTH COVERED WITH DETECTABLE WARNING MAT O O O (o 1
FROM ISLAND OR AS SPECIFIED BY THE APPROPRIATE ;D
CITY ENGINEERING DEPT. : •° '�
A
.8
4" °° . g J.
EXAMPLE SIDEWALK CONSTRUCTION DIMENSIONS:
WIDTH
RISE
CROSS -SLOPE
1.56%
4'
i"
5'
1,,
1.67%
6'
1-A"
1.56%
8'
14,
1.56%
(MATCH WIDTH OF RAMP)
TRUNCATED DOME PLAN VIEW This drawing shall not be used for construction purposes until the
seal and signature of the responsible registrant appears on the
NOTES: drawing, and proper permit forms and related fees are transmitted
1. ALL DETECTABLE WARNING DEVICES USED IN NEW CONSTRUCTION SHALL BE' OF A RIDGID PRECAST OR TRUNCATED DOME SPACING by the Owner, Owner's Agent or Contractor to the Authority
EMBEDDED PRODUCT APPROVED BY THE CITY ENGINEER. RETRO FIT MATS WILL ONLY BE ALLOWEED ON having jurisdiction.
° a. y 1/2 EXPANSION JOINT EXISTING RAMPS WITH PRIOR APPROVAL OF THE CITY ENGINEER FOR MATERIAL TYPE AND INSTALLATION
:° ; .':. [A(IE. RESURFACING). Corporate Seal Engineer's seal
2. RAMP AND DETECTABLE WARNING AREA SHALL BE A MINIMUM OF 4 FEET IN WIDTH, BUT NOT BE LESS J
9 9� a f I JOINT FILLER o� 1.50% (2.00% MAX.) THAN THE WIDTH OF SIDEWALK LEADING TO BACK OF RAMP.
1/8 RADIUS I`- •-ff-1H-IQ-"Q - 0� 3. DETECTABLE WARNING SURFACES SHALL EXTEND 2.0 FT MINIMUM IN THE DIRECTION OF PEDESTRIAN 50%-65% OF BASE DIAMETER ° �9
3/4" 1 2 TRAVEL s®`��� CARO °®is ®®®��� C/'�%O N,
° RADIUS / �� 4. DETECTABLE WARNING AREA CAN BE SQUARE WHERE USED IN A CURB RADIUS. I I tee®® 00000°• !✓,�
2" 1/8" RADIUS TRANSVERSE EXPANSION '•';1:.f ;'' PROPOSED CURB & GUTTER 5. PERPEHE �DIC LARWS OF TTONTHEEDGRADEDOMES
BREAK BEIWEENETHE RAMP RUNSURFACES
D THE STREET. ALIGNED
Wf ERE D 0.2" �O° 4��SS�O °°<v9 r: ®°® °O° °*pFES$/o •°�y '.®
1'-6" MOUNTABLE CURB AND GUTTER DETECTABLE WARNING SURFACES ARE PROVIDED ON A SURFACE WITH A SLOPE THAT IS LESS THAN 5�" Q� N9!
N o JOINT I N S I D EWALK PERCENT, DOME ORIENTATION IS LESS CRITICAL
TO BE USED IN MEDIANS ONLY: WHEN SPECIFIED BY 1 3/4" RADius ,'9 PROPOSED 4' CONCRETE SIDEWALK 6. DECTECTABLE WARNING AREA SHALL BE COLORED BLACK IN ALL LOCATIONS EXCEPT ON TRYON STREET ° m SEAL- > m > w SEAL z e
THE APPROPRIATE CITY ENGINEERING DEPT..''4 MALL, WHERE FRENCH GRAY IS TO BE USED. (MUST BE A CONTRASTING COLOR TO SURROUNDING r c g c C-4168 a Z ; o to 036836 °<
° . a� DETAILS SHOWING EXPANSION JOINTS SURFACE).
TRUNCATED DOME SECTION <`
7. IF PAVERS ARE TO BE USED, PAVERS SHALL BE 6" THICK AND CAST FROM 5000 psi CONCRETE.
a I ®.........
I N CONCRETE SID EWALK 8. MATS ARE TO BE RIGID WITH TURN DOWN EDGES EMBEDDED IN CONCRETE TO ELIMINATE TRIP HAZARD. y�� °9% Q�
1 _g 9. DIMENSIONS PER NCDOT 848.06 sea/r�/
o v`
NOT TO SCALE NOT TO SCALE NOT TO SCALE '°®n ®a,a,au��®° ���`'�K,iaiiM�`®
® CITY OF CHARLOTTE ® CITY OF CHARLOTTE CITY OF CHARLOTTE TRUNCATED DOME S
LAND DEVELOPMENT STANDARDS CURB AND GUTTER LAND DEVELOPMENT STANDARDS CONCRETE S D E WA L K S LAND DEVELOPMENT STANDARDS STD. No: REV. Project manager Drawn
LSTD.NO. REV. STD. N0. REV. PLAN AND CROSS-SECTIONCILA iLWTL. INCLUDES CHARLOTTE ETJ 7B C1 ffr - INCLUDES CHARLOTTE ETJ 0.22 � j CKABLOTSL INCLUDES CHARLOTTE ETJ 10.35B 1 3 J. Hegemann R. Patel
a o BAR/fS«, („A„ SEE NOTE 7)_ Department Manager Checked
-VARIES (MIN 4') o Murphy
p Murphy �
+14q** BACK OF SIDEWALK P. MUC h r . IV urprh
A" +6% 6" �,� PER FOOT MIN. (TO MATCH p �/ F' �/
JOINT SEALER 1/8" RADIUS (TYPICAL) (** SEE NOTE 6) "A 1.5% (200% MAX.) PLANTING STRIP BEYOND) s"r
t
-2% larin#/ret3$ Date
05-14-2019
SURFACE OF GUTTER in, _o"-- 1o'-0" SECTION A -A Asbuilt Drawn Asbuilt Date
sd. ..d.'q: °• .4NOTES:
Client
a° 1. THE ELEVATION OF THE SIDEWALK SHALL BE NOT LESS THAN5 MIN. SIDEWALK
d n a .. SIX INCHES OR MORE THAN EIGHTEEN INCHES ABOVE THE
ROADWAY CROWN. THIS ELEVATION DIFFERENTIAL SHALL BE EXPANSION �y
CONSISTENT WITHIN EACH BLOCK. JOINT Dependable Development, Inc
2. ALL CONCRETE TO BE 3600 PSI STRENGTH. Xz"
JOINT FILLER -EXPANSION 2656 BREKONRIDGE CENTRE ®RIVE,104.
3. ALL CONSTRUCTION PRACTICES, INCLUDING COMPACTION, CURING, JOINT L�
FINISHING, ETC. SHALL BE IN ACCORDANCE WITH THE MONROE, NORTH CAROLINA 28110
CHARLOTTE LAND DEVELOPMENT STANDARDS. 6" THICK
TRANSVERSE EXPANSION JOINT CONCRETE AT F': 704-238-1229
4. PLANTING STRIP SHALL BE GRADED WITH A CROSS SLOPE DRIVEWAY
BETWEEN 1/4 IN. PER FOOT AND 1 1/4 IN. PER FOOT EXCEPT ENTRANCE
NOTES. WHERE EXCESSIVE NATURAL GRADES MAKE THIS REQUIREMENT
IMPRACTICAL. IN SUCH CASES, THE CITY ENGINEER MAY
AUTHORIZE A SUITABLE GRADE A
L___. A
1. CONTRACTION JOINTS SHALL BE SPACED AT 10 -FOOT INTERVALS. FOR VALLEY GUTTER, 5. ALL DRIVEWAYS MUST MEET THE CURRENT clrr DRIVEWAY
A 10 -FOOT SPACING MAY BE USED WHEN A MACHINE IS USED. JOINT SPACING MAY BE ALTERED REGULATIONS AND NCDOT REQUIREMENTS, INCLUDING BUT NOTProject:
LIMITED TO SPACING, SIGHT DISTANCE, AND OFFSETS FROM x
BY THE CITY ENGINEER TO PREVENT UNCONTROLLED CRACKING. PROPERTY LINES AND wTERsecnorls. Y2" cftGOVE JOINTS
'ATAW'A PLANTATION
2. CONTRACTION JOINTS MAY BE INSTALLED BY THE USE OF TEMPLATES OR FORMED BY OTHER APPROVED METHODS. ExPAN
6. **PER NC IFC SECTION D103.2, FIRE APPARATUS ACCESS JOOIINNTT
WHERE SUCH JOINTS ARE NOT FORMED BY TEMPLATES, A MINIMUM DEPTH OF 1 1/2" SHALL BE OBTAINED. ROADS SHALL NOT EXCEED 10 PERCENT 1N GRADE.
=
3. ALL EXPANSION JOINTS SHALL BE SPACED AT 90 FOOT INTERVALS, AND ADJACENT TO ALL RIGID OBJECTS. 7 "A" ERENCE V R E SHALL BE 8% OR LESS ALGEBRAICTOWINIHOMES PHASE -1
JOINTS SHALL MATCH LOCATIONS WITH JOINTS IN ABUTTING SIDEWALK. DIFFERENCE).
8. PRIOR APPROVAL Is REQUIRED BY cool ON GRADES EXCEEDING4. CONCRETE COMPRESSIVE STRENGTH SHALL BE 3600 P.S.I. IN 28 DAYS.
WHAT ARE SHOWN. 4'THICK
CONCRETE
5. CURB SHALL BE DEPRESSED AT INTERSECTIONS TO PROVIDE FOR FUTURE ACCESSIBLE RAMPS. WALK
6. TOP 6" OF SUBGRADE BENEATH THE CURB AND GUTTER SHALL BE COMPACTED TO 100% STANDARD PROCTOR DENSITY.
DRIVEWAY WIDTH
X
Y
TYPE I -RESIDENTIAL:
LOCAL/COLLECTOR
10' MIN.
30' MAX.***
THOROUGHFARE *
15' MIN.
30' MAX.***
o raving Title
4'x4,
6" THICK
WON CRETE L
INGSITE PLAN
(OPTIONAL)
* MUST PROVIDE ON-SITE TURNAROUND
*** MAXIMUM WIDTH INCLUDES OPTIONAL WINGS
GROOVE JOINT
NOT TO SCALE PLAN NOT TO SCALE
CITY OF CHARLOTTE CITY OF CHARLOTTE RESIDENTIAL DRIVEWAY (TYPE 1)
STD. N0. REV.
LAND DEVELOPMENT STANDARDS CURB AND GUTTER STD. No. REV. LAND DEVELOPMENT STANDARDS
2 '1
�,CRARLOTTEINCLUDES CHARLOTTE ETJ 1 0.1 7C cmumn INCLUDES CHARLOTTE ETJ FOR 2 -0 VALLEY GUTTER 10.2 7A 13
0 0
Project No. Drawing No.
3108
DWG File Name:
3108- Site Plan

05/14/19 Initial Submittal to City of Charlotte & NCDOT 0
0 0
» R/W 56' TOTAL R/W R/W NOTES:
-2 -6 STANDARD CURB AND GUTTER 2'-0 VALLEY GUTTER 28' 28' v ,
PREFERRED OP,TIONJ 1. REMOVE WIRE AND NYLON TWINE FROM BALL AND CANOPY.
S.U.E. R/W42' R/W (MINIMUM) R/W S.U.E. 2. SOAK ROOT BALL AND PLANT PIT IMMEDIATELY AFTER INSTALLATION. 22' 8' S' 7_0 x_,„
23, 8' 5' 7'-0" --- 21' (MIN) 21' (MIN) 3. STAKING IS REQUIRED FOR ALL TREES IN R.O.W. OR UPON
REQUEST OF ARBORIST.
(MIN) (MIN) (MIN) (MIN) 4. REMOVE EXCESS SOIL FROM SITE AND DISPOSE OF IN A
-2'-0" 10'-6" - 10'-61, _8, -O" --5'-O"- 1°-O° LEGAL MANNER.
(11' IF VALLEY) (11' IF VALLEY)
S.W. TYP. S.W. TYP. 1.5% 1.5% 5. RESEED UNMULCHED, DISTURBED AREAS.
2.00% MAX) j�
P.S. TYP. tp
P.S. TYP. (2 00% MAX SLOPE 3/8' PER FT.
.:.....MUM
3/4" NYLON STRAP
-6" SLIP KNOT 'NTH STOP KNOT. -
R=15' TYP. R=15' TYP, 2:1 CUT MAX. R R ' \ 6". LARGER THAN TREE DIAMETER
S S ROOT CROWN TO
04 1-) 3:1 FILL MAX. 2:1 CUT MAX. BE AT FINISH GRADE KEEP MULCH AWAY FROM
N N 3:1 FILL MAX. TRUNK 1" To 2°
2'-6" STANDARD
CURB AND GUTTER 2'-0" VALLEY GUTTER PLANTING STRIP
SEE NOTE 3 4" HIGH / 6" WIDE MAXIMUM
SURFACE COURSE - BERM OUTSIDE OF ROOTBALL 4°' MAXIMUM LAYER OF MULCH
CLDS 10.40A CLDS 1 D.40A 1 " SF9.5A..
FINAL LIFT TO BE APPLIED UPON MEETING ONE OF THE FOLLOWING CONDITIONS: 3 H CENTERS Woo- STAKES
OC, 00 '� NTH CENTERED 3/6" HOLE
Y) 75% DEVELOPMENT OCCUPANCY, DRIVEN IN LINE WITH STRAP
LO TACK COAT 2) 1 YEAR FROM INTERMEDIATE COURSE PLACEMENT, NOTES: EQUALLY SPACED AROUND TREE FINISH GRADE
SEE SECTION 1.E.4 3) FOR ETJ STREETS, FINAL 1" MAY BE PLACED WHEN APPROVED BY NCDOT.
( ) 1. FOR EXPLANATION OF RIGHT-OF-WAY
INTERMEDIATE COURSE
WIDTHS REFER TO CITY OF CHARLOTTE
/ 1 1/2" S9.5B OR SF9.5A SUBDIVISION ORDINANCE SECTION 20-22(d).
5' 8' d n ✓
a 5 $ F~ BASE COURSE _
2. ZONING SETBACKS MEASURED FROM TOTAL REMOVE TYPICAL ExcEss SOIL '��" BACKFILL As SPECIFIED
o FROM ROOT CROWN�t `.
Vi 3 8" COMPACTED AGGREGATE .BASE COURSE, OR 4" BCBC TYPE 825.08. R/W
d vi a: vi SHOULD ENTIRE DEVELOPMENT HAVE A CBR OF 6 OR GREATER, THEN
AN ALTERNATIVE BASE COURSE PAVEMENT DESIGN MAY BE SUBMITTED 3. PLANTING STRIP ADJACENT TO SIDEWALK REMOVE TOP 1/3 BURLAP UNDISTURBED SOIL
TO THE CITY ENGINEER FOR APPROVAL. SHALL BE GRADED TO 1/4" PER FOOT (MIN.) AND ANY NAILS/PINS, ETC.
UP TO 11/4" PER FOOT (MAX.), EXCEPT ROOT BALL DIA. 12"
REMOVE TOP 1/3 OF WIRE VARIES
SUBGRADE WHERE EXCESSIVE NATURAL GRADES MAKE BASKET WHERE PRESENT
THIS REQUIREMENT IMPRACTICAL. IN SUCH
COMPACTED SUBGRADE (SEE SECTION 1.A.18) CASES, THE CITY ENGINEER MAY AUTHORIZE
A SUITABLE GRADE. RAISE PIT BOTTOM TO SET ROOT CROWNAl W
NOTES' TYPICAL PAVEMENT SEC -KION AT THE CORRECT HEIGHT. FIRM SOIL UNDER ROOT BALL.
1. REFER TO U-02 FOR TYPICAL SECTION. KEY Knowwhars . e .
R 2' 6".STANDARD CURB AND GUTTER OR 2' 0" VALLEY GUTTER I
/J.4 CTA�L"-A Cine -Call Center YOU dig.
Q ALL TREES SHALL MEET AMERICAN STANDARD FOR NURSERY STOCK (ANSI 260.1-2p04)
2. CURB RADII DETERMINED USING "USDG APPENDIX C."
NOT TO SCALE O 4" CONCRETE SIDEWALK FOR EXAMPLE: CALIPER HEIGHT (RANGE) MAX. HEIGHT MIN. ROOT BALL DIA. MIN. ROOT BALL DEPTH
NOT TO SCALE 3" 14-16' 12-14 18' 32" 21 Engineer:
.NOT FOR CONSTRUCTION NOT TO SCALE g�
CITY OF CHARLOTTE LOCAL RESIDENTIAL MEDIUM TO LOCAL RESIDENTIAL MEDIUM 0 ® CITY OF CHARLOTTE LOCAL RESIDENTIAL MEDIUM STREET CITY OF CHARLOTTE D
DEPARTMENT OF LAND DEVELOPMENT STANDARDS LAND DEVELOPMENT STANDARDS TREE P LA N T I N G
TRANSPORTATION NO. REV. STD. N0. REV. STD. N0. REV.
rE TYPICAL INTERSECTION LAYOUT �Ia��rr� TYPICAL SECTION fTE. (FOR SINGLE AND MULTI STEM TREES) 40.01
INTERSECTION GUIDELINES I - INCLUDES CHARLOTTE ETJ U-02 1 6 INCLUDES CHARLOTTE ETJ j
��
o ` R/W o
A -35- 45-
4% Charlotte Urban Forestry - Tree Planting and Preservation Requirements
.+. as .. a,
2:1CUT MAX Plant Material
3:1 FILL MAX 1. Minimum tree size at planting is 2" caliper and 8' tall for single -stem trees. All multi -stem plants must be tree SPECIFIED BALL DIAMETER
Joe Associates Inc
form, 13. Minimum tree size at planting is 2 -inch caliper (for single stem trees). All multi -stem plants must be tree arris ,
form, maximum 3 to 5 trunks, and minimum 10' tall. Where 3" single -stem caliper trees are specified/required the SPECIFIED BALL DIAMETER
Rift' QP�ti� SECTION A -A minimum height shall be 10' tall, if multi -stem trees are specified then they shall be a minimum of 12' tail. Engineering o Land Surveying . Planning
APPLICABLE WHEN NO SIDEWALK PRESENT. 2, All new trees must have straight trunks with strong central leaders intact to the to of the crown unless multi -stem EFFECTIVE BALL DIAMETER Management
A PLEASE NOTE: DRIVEWAY STANDARD g g p TOP OF BALL NATURAL SOIL LINE TOP OF BALL 1V1
MAX; SLOPES AND BREAKOVERS APPLY trees are specified. All required trees shall be typical of their species and variety, have normal growth habits, have AS DUG As DUG
127 Ben Casey Drive, Suite 101, Fort Mill, S.C. 39708 Y: [phone]
well-developed branches, be vigorous and have fibrous root systems. Trees with co -dominant branching will NOT z" MAXIMUM of SOIL
CURB AND be accepted. Trees that have been sheared, topped or cut back to multiply the branching structure will NOT be 2" MA IM ACCEPTABLE
GUTTER (TYP.) NOTES: accepted. Trees shall be free of abrasions, damage, disease, pests and cracks. All pruning cuts greater than ---� NATURAL soil LINE UNACCEPTABLE SOIL
. inch diameter shall have callus tissue formed prior to planting. No pruning cut on the trunk shall be more than COVERING
30' R 1. ALTERNATIVE CUL-DE-SAC DESIGNS, INCLUDING one-half the diameter of the central leader at the height where the cut was made. Root flares shall be located at www.rjoeharris.com
n.. :. ISLANDS SHALL BE SUBMITTED TO THE CITY rade. Trees with more than 2" of soil covering the root ball/flare from will NOT be accepted (CLDS.40.09),
' ENGINEER AND COOT FOR REVIEW AND APPROVAL. 9 9 ROOT CROWN
30' R� 3. Size of required plants, spread of roots and size of balls shall be in accordance with ANSI 260.1 (latest edition) as
ACCESSIBLE RAMP (TYP.) 2. THE CROWN FOR PAVEMENT SHALL BE 1 4" PER
. / published by the American Nursery &.Landscape Association, except where specified/authorized by Urban
FT FROM THE CENTER OF THE CUL-DE-SAC. ROOT CROWN This drawing shall not be used for construction purposes until the
u ' Forestry.
I particular i r! ( seal and signature of the responsible registrant appears on the
RIGHT-OF-WAY LINE 3. REFER TO NCDOT STANDARDS FOR DITCH TYPE 4. All required trees of a part u ar spec es and variety shall be uniform in size and configuration.
CONC. SIDEWALK (TYP.) drawing; and proper permit forms and related fees are transmitted
STREETS IN ETJ. 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. by the Owner, Owner's Agent or Contractor to the Authority
4. SIDEWALK MAY BE REQUIRED TO EXTEND AROUND 6. A minimum of 50% of new trees must be native species, and sites with more than 20 trees required Will have t0 having jurisdiction.
PLANTING STRIP CUL-DE-SAC BULB WHERE PARKS OR SCHOOLS HAVE install multiple (3 Or more) species pursuant to the Tree Ordinance Guidelines. ACCEPTABLE CONDITION UNACCEPTABLE CONDITION
(TYP.) FRONTAGE TO THE END OF THE CUL-DE-SAC. 7. 75% of required trees must be large mature species except in situations with overhead power line conflicts. (AS DELIVERED) (AS DELIVERED) corporate Seal Engineer's Seal
Planting Requirements maximum 3 to 5 trunks, and minimum 8 feet tall. r`®®o+"""'de,°°° N®m,°,1
8. See CLDS 40.01 (on plan) for detailed tree planting requirements. NOTE: `®e,`���°CARd�°�,®�� >`���CARO
�°+,,,�
A ROOT FLARE EXCAVATION FOR ALL TREES SPECIFIED i0 .d ,°° ° °°�/li ,i �® O °®°.........
STANDARD CUL -'DE -SAC NOTE: THIS DETAIL IS NOT FOR LSE IN ETJ, 9. Plastic hose parts will NOT be accepted for tree staking. See CLDS 40.01 for approved staking method/materials. WILL BE DONE BY THE CITY ARBORIST TO ENSURE` THAT `® � e FESS/0,1'...
OR ON NCDOT-MAINTAINED STREETS. REFER TO 10. All Strapping, and top 1/3 of wire basket and burlap must be cut away and removed from root ball when planting. TREES WERE NOT PLANTED/GROWN TOO DEEPLY AT SOURCE °g o°�
NCDOT SUBDIVISION ROADS MINIMUM 11. For new planting areas, remove all pavement, ravel sub -base and construction debris; remove compacted soil r 2 ® 0 12 ;
CONSTRUCTION STANDARDS MANUAL. p g g p (NURSERY). LANDSCAPE CONTRACTOR SHALL HAVE SUPPLIER ®� o SEAL Y c) ® , W SEAL a
and add 24 new topsoil, or till and amend the top 24 of existing soil to meet topsoil/planting mix standards for MARK GROUND LEVEL LINE ABOVE ROOT BALL. IF CITY ARBORIST t C-4168, o �® m n 036836
trees within entire minimum area of 274 square feet per large mature tree and 200 square feet per small mature DETERMINES THAT THERE IS EXCESSIVE SOIL OVER THE ROOT
NOT TO SCALE tree). CROWN, THESE TREES WILL BE REJECTED.A-`r
® 12. Review soil requirements in the Tree Ordinance Guidelines at: http://landpermits.charmeck.org then click Trees. o '°',�S�Aj `�Ga®`®�\,� f' �'�K �E�v�0`°
10
CITY OF CHARLOTTE CITY OF CHARLOTTE RESIDENTIAL utility Issues CITY OF CHARLOTTE /
LAND DEVELOPMENT STANDARDS 13. Large maturing trees may not be planted within 25' of overhead power distribution or transmission lines. If trees LAND DEVELOPMENT STANDARDS ROOT FLARE R E E PTH S
STD. N0. REV. STD. N0. REV.
„
CUL-DE-SAC DETAIL conflict with power lines or signs, call Urban. Forester to resolve BEFORE planting, rE (TREE ROOT BALL CONDITION ON TREES FROM SUPPLIERS)
1 1.1 0 1 3 CJ INCLUDES CHARLOTTE ETJ 40.00 9 Project Manager Drawn`
1.4. Adjust tree planting locations to avoid underground utilities.. Plant 15' from all underground utilities.
15 N I' ht 1 f l't 1 t f b; 11 d; '
0
HTYPE
NOTES: T SZGNE
1. SPACING 25 NLRH'OR LESS
(SPAGINGI-k8&35M.PH. ' � WORK
((SPACING)) - 40.M.P.H OR MORE.
2 "BUFFER SHALT, EXTEND BACK 70 THE BEGINNING OF THE CURVE OR. HILLTO PROVIDE ®- FLAG(
ADEQUATE SIGHT DISTANCE FOR THEAPPROACHING TRrAFFIG..
3 ON.I.OW VOLUME, RESIDENTIgL STREETS VVFIERETHERE ISADEQUATE VISI-I;ITY,.
A SINGLE FLAGGER POSMIDNED AS SHOWN MAY BE.ACCEPTABLE.
4. IF IAORK IS VNTHIN 50 OFAN INTERSECTION SEE DIAGRAM 10 OR 11.
5. IF BIKE LANE IS P RESENT THEpjiOPER CLOSURE IS REQUIRED USING SIGNS
AND CONES REFER TO DIAGRAM :31.
66 67
U ig po es, U I I y po eo or rano ormers can a ;Z)"LCI a In tree is ands.
J. Hegemann R. Patel
16. Commercial scale lighting (> 15' in height) must be a minimum distance of 30' from a tree. Pedestrian scale
Department Manager checked
lighting (<_ 15' in height) must be a minimum distance of 15' from a tree. Show site lighting on landscape plan.
Tree Save and Preservation
P. Murphy P. Murphy
p y p y
17. Tree protection must be installed and verified by Urban Forestry prior to starting ANY construction activity.
Print/Plot nate
18. Show tree protection and trees save areas on erosion control, grading and landscape plan sheets.
PLANTINGS IN STREET RIGHT-OF-WAY
05-14-2019
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
Asbuilt Drawn Asbuilt Date
the plat.
20. Tree Save Areas shall be free of invasive plant species. If an area proposed for tree save contains invasive plant
.GENERAL. NOTES
Client
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.
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
¢
Dependable Development, Inc
22. An alterations to tree save areas must be accomplished without mechanized equipment.
Any pADDITIONAL
REQUIREMENTS. CONTACT CDOT OR NCDOT FOR ADDITIONAL INFORMATION REGARDING COST, SUBMITTAL, AND LIABILITY INSURANCE COVERAGE REQUIREMENTS.
23. No structure will be allowed within 10' of tree save areas unless approved by Urban Forestry.
DRIVE,104
2656 BREKONRIDGE CENTRE DRIVE 104
All trees on public property are protected and removal must be permitted by the city arborist [phone].
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.
MONROE NORTH CAROLINA 28110
General
CONTACT CDOT OR NCDOT FOR ADDITIONAL INFORMATION REGARDING COST, SUBMITTAL AND LIABILITY INSURANCE COVERAGE REQUIREMENTS.
25. Call [phone] for an inspection of tree protection/planting areas, a minimum of 5 days before a CO is
P. 704-238-1229
3. AN INSPECTION SCHEDULE IS NEEDED FOR TREES THAT WILL BE PLANTED IN THE STREET RIGHT OF WAY DUE TO ZONING OR OTHER REQUIREMENTS.
needed.
LANDSCAPE INSPECTION INCLUDE THE FOLLOWING:
26. Visit City of Charlotte's Land Development website for additional information and urban forestry requirements:
http://Iandpermits.charmeck.oM then click Trees.
SUBDRAINAGE INSPECTION
TREE PIT/WELL OR PLANTING STRIP INSPECTION
SOIL MIX APPROVALS/INSPECTIONS
Project:
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
PLANTATION
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.TOWNHOMES
PHASE -1
Drawing Title:
IT T A I L
CITY of CHARLOTTE TREE PLANTING -NOTES
LAND DEVELOPMENT STANDARDS
(DRAINAGE AND INSPECTION)
STD. N0. REV.
�CIIAU(FTE INCLUDES CHARLOTTE ETJ
0
Project No. Drawing No.
3108
DWG File Name:
3108- Site Pian

DA,rE ISSUED FOR REV
05/14/19 Initial Submittal to City of Charlotte & NCDOT 0
SIGN STREET NAME SIGN v _A�O GENERAL NOTES:
POST SQUARE -FIT SLEEVE POST INSTALLATfON v� BACK OF culls sETD.`ovE$46.03 D usE cLAss "S" ctlncRErE rHRouctiour. o� ®-n
'(14 GAUGE) (12 GAUGE) !�, i x PROVIDE ALL CATCH BASINS OVER 3'-6" IN DEPTH WITH STEPS 12" +* H ��TAIL SHOWING TYPES OF GRATES r u ��� �a
-- ���� fYg" ON CENTER. .USE STEPS WHICH COMPLY WITH STD. DRAWING 840.66. �. p USE ACCORDING TO WATER FLOW.
-11 11 to d
1••1 .OPTIONAL CONSTRUCTION - MONOLITHIC POUR, 2" KEYWAY, OR R4 BAR DOWELS AT C, 6-1 ;XJ O ----t1 d
__T
d T! -i v v ,:, v v p ,:,p c t 12" CENTERS AS DIRECTED BY THE ENGINEER. u- � 0 M r ®� ' 1 m LL J � r�� °
Mm4 7 -•1 D. Y ' . ..... -'°' Y L. USE FORMS FOR THE CONSTRUCTION OF THE BOTTOM SLAB. C7 t9 m H --1 D z'
• o °N o y D 'a A m ----- .v, IF REINFORCED CONCRETE PIPE IS SET IN BOTTOM SLAB OF BOX, ADD TO SLAB w $ LL. _n m TYPE r'G'r TYPE "E" TYPE "F" A A „ w Q ¢ LL ME
N in 6•. ':u AS SHOWN ON STD. N0. 840.00. H CO �.C: 1 , 9�$tr }••• tJ O
cV N ® „ x USE TYPE "E„ "F„ AND "G" GRATES UNLESS OTHERWISE INDICATED. ¢ L•- M C/? ® °�C F^ !•-1
py ®L-
.080" O M
: c• 5 FOR 8'-0" IN HEIGHT OR LESS USE 8" WALLS AND BOTTOM SLAB. OVER �� W � J � O t�1 � � Id.� J
v ...,. .v'• 8'-0" TO 16'-0" IN HEIGHT USE B" WALLS AND BOTTOM SLAB. ADJUST B " CT = , T O ~ 'Q
(THICKNESS) yP :°. '''° ' " J. r1 D - �- WATER FLOW ---� 9%$" riacc
OUANTITIEB ACCORDINGLY. �AO .•- WA ER FLOW �-
�` -i Tro ,' • •.:• • •.•,' CONSTRUCT WITH PIPE CROWNS MATCHING. t-- g ®i w; %�'
® ° PLAN T 3�, .SEE NOTE CHAMFER ALL EXPOSED CORNERS 1". LLUCM] ® r r WC3
.,_-_-._..-_--_....._,,.,,...>__..-----------_
O O DRAWING NOT TO SCALE. ® R 11�rr I�
O O TOP ELEVATION SECTION XIX rG 1 ' 4tr ®.
O O ° ° °° _"'.."111
KEY TO FASTENERS: o O TDP ELEvnngN 1 5/811
A #10-24 x J'" HEX HEAD MACHINE, ZINC- DEAD END O o
STEPS- STD, NO. 840.66
SEE STD.NO• 64 STEPS - N0. 840.86 SECTION •->�
#10-24 FLANGE NUT, ZINC- DEAD END
_ -- -- _-.---- --- -- ----'----- --- -' ----� z'
Q)
8 6" `,c A '6" z TOP ELEVATION _ O '-
B,. #16 X 3" CARRIAGE BOLT, ZINC O o .n x " °'( Cr :D --a-WATER FLOW --�• SAO °r-- WATER FLOW ^r
LJ L
O„ #16 HEX NUT, STEEL r
r--
° o o � � �-{.°• ."a•. ,•. �. E A U. � � SECTION A.A �
-j- LL.
1%" #16 #16 X 2-" CORNER BOLT (BREAKAWAY), ZINC O p Z H c •'...:.';o v. ® o T -"� C'3 fa I71 C9
C op N_ " .° Epiot
O #16 HEX NUT, STEEL P -
ui
TYPE F TYPE E, TYPE G TYPE E
O o _ M to SECTION Y -Y 6'" :° tc 6" .� _ ¢ z U., Q �
NOTES: ° B (TYP.) cc
o o C n °s ° ' ® a v RAISED /PEON( ARROW ,, a
® RISER HT. v v ® tl D' ® )r rg Hliaii--4-s"I °i <
O � t`9 D VARIES r Ln M RAISED FLOW ARROW 2 fli g
1. POST SHALL BE 14 -GAUGE GALVANIZED 0 0 2„ OVERLAP O p (TYP.) o m o. P D %" HIGH QCl � 0
STEEL, QUIK-PUNCH, A" HOLES, 1" ON ® O A � r - g" :.';ec.` .,_. • :o . , , .• � e .� � � � a
CENTER. ALIGNED ON ALL SIDES, AND 2" p p 6„ `�- =F:�•.,..'::•. ea
SQUARE 10 FEET IN LENGTH. /� ° ;rO . .p' i SECTION JI-.! m �'� FQ- �9 c F-
i o
t--
�7 �v 1
rr r-
1\1y 1_
O C7 "® s WHERE 30" TO 36" PIPE IS USED v D 1 _
O O O \ M :°: SEE NOTE SECTION -ill �' 112" m '
2. THE SLEEVE SHALL BE 12 -GAUGE 1-1
® \ O p M �s WHERE 30" TO 36" PIPE IS USED WHERE 42" TO 54" PIPE IS USED r T rr v. m
GALVANIZED STEEL, HOLES, 1' ON (TYP. O p � '� 2 � '� rr �LU
EMBED 28" \ RISER HT. M z G') �/$ M w # s
CENTER, ALIGNED ON ALL SIDES, AND 2.25" O O VARIES J rr J 7
SQUARE, 30" IN LENGTH. Q \ O o / _ _ _ u a�.� Q ...'• o a` J " 1" ,� 1 n ,
QUIK o SQUARE FIT ap - a g . �.' s • :.,• ,• s , w " 112 R w im
3. ALL STREET NAME SIGNS ARE SUBJECT TO O o SLEEVE :u� G -"- 9 ° 1 1 4'=s"I �- 1/$�r U. C? what'sbelow.
PUNCH" a:1 > z r n t- r u w
THE APPROVAL OF THE DIRECTOR OF THE A 2 -11;4 2 -114 1�
CHARLOTTE DEPARTMENT OF HOLES s;befom you
(TYP.) o A W oI e 1 n rr T 12 rr %la X Bann Lr a One Call COnter
-
TRANSPORTATION AND THE CITY ENGINEER. a m
U.
IL
WHERE az" To 54° PIPE Is USED 14" SECTION A -A n Engineer:
NOT TO SCALE .. 4. •..e. �'.::n,:.•Q °' o v.. P �$
DETAIL SHOWING ��T�®® �� TYPE - F e
® SHEET 1 OF 2 O RISER CONSTRUCTIONSHEET 1 OF 2 HEET 2 OF 2 C�l ' SECTION A -A SHEET 2 OF 2
CITY OF CHARLOTTE P PLAN �4 TYPE +�
840.031
LAND DEVELOPMENT STANDARDS STREET NAME SIGN
(I I" FE. INCLUDES CHARLOTTE ETJ 5 0.0 5 A 9V
0 GREEN
I 24 MIN. { NOTE
T�l 0'25 1. STREET NAME MARKERS (SNM) SHALL BE ALUMINUM, FLAT, AND HAVE DIMENSIONS AS SHOWN ON
0 �j j THIS DETAIL, MIMIMUM LENGTH OF 24"; MAXIMUM LENGTH OF 60". THE SNM'S SHALL BE
lL COVERED WITH WHITE HIGH INTENSITY PRISMATIC (HIP) RETRO -REFLECTIVE SHEE ING.(3M SERIES
9.00" 1.50" 3930 OR EQUIVALENT) WITH PRESSURE SENSITIVE ADHESIVE (OR EQUIVALENT TYPE IV OR HIGHER).
2. THE LETTERS SHALL BE REVERSE CUT FROM TRANSPARENT GREEN OVERLAY FILM (3M #1177 EC
0.25° DILM 495 )R TQHEVALENT TRA TRANSPAREFEDERAL NT GREEN OVERLAY SPECIFICATION
P MUSTBE PLACED Oi 1
PL A EDONTHE SNMATD ASrM
O PROVIDE
AN EXPOSED 0.5" BORDER OF THE UNDERLAY WHITE HIP RETRO -REFLECTIVE SHEETING.
X0.50" WHITE _rO.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
STREET NAME SHALL BE LEFT -JUSTIFIED AND PLACED 0 5 FROM THE SIGN BORDER ANY
1.00"_-
6.00"
1.00„
0 h 0 ,,
l�400 OUTLET
STREET NAME WITH 3 OR FEWER LETTERS SHALL BE CENTERED IN THE SIGN TEXT AREA.
�- 2.00"
• PREFIX/SUFFIX NAMES SHALL BE COMPOSED OF INITIAL UPPER CASE LETTERS 3" IN HEIGHT
�- 2.00" AND CORRESPONDING LOWER CASE LETTERS 2.25" IN HEIGHT, IN FHWA "HIGHWAY C" FONT.
° BLOCK NUMBERS SHALL BE 3" IN HEIGHT, IN FHWA "HIGHWAY C' FONT.
°
SUFFIX NAMES AND BLOCK NUMBERS SHALL BE RIGHT -JUSTIFIED AND PLACED 0.5" FROM
3.00" J -11- THE RIGHT -SIDE SIGN BORDER AND 0.25" FROM THE TOP AND BOTTOM SIGN BORDERS.
11
'
0.50" PREFIX LETTERS (N, S, E, AND W) SHALL BE CENTERED AND PLACED 0.5' FROM THE
O ��
Pvt
1 O� IN mcal
LEFT -SIDE SIGN BORDER WITH 2.5 SPACING TO BEGINNING OF STREET NAME.
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"
BORDER OF THE UNDERLAY WHITE HIP RETRO -REFLECTIVE SHEETING. .
o NO OUTLET WITH ARROW (RIGHT OR LEFT) - PLACED ON SNM AT ENTRANCE TO A STREET
OR STREET NETWORK FROM WHICH THERE IS NO OTHER EXIT. USE UPPER CASE LETTERS 2"
22 50" 2,50" IN HEIGHT, IN FHWA "HIGHWAY C" FONT.
~I -�� • PVT - PLACED ON SNM AT ENTRANCE TO PRIVATE STREET, USE UPPER CASE LETTER 4" IN
HEIGHT AND CORRESPONDING LOWER CASE LETTERS 3" IN HEIGHT, IN FHWA "HIGHWAY C"
0 DEAD _ 2.00" FONT.
_ PLACED ON AT
END 7- 2.00" ` STREET NDA ITTERMINATESRIIN A DEAD E ND OR CUL-DE-SAC, USE PPER CASE L LETTERS 2"
O d IN HEIGHT, IN FHWA "HIGHWAY C" FONT. IF STUB STREET IS LESS THAN OR EQUAL TO 200
1 0 O 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. NO. REV.
I
EXISTING GRADE- EXISTING GRADE
IRON PIN
.a
aJoe Harris & Associates, Inc.
' ° I Engineering • Land Surveying ° Planning
d Management
° N 127 Ben Casey Drive, Suite 101, FortMill, S,C. 29708 P: (803') 802-1799
° , a' ��d• ' �� BRASS PLATE WITH
ff GROOVED DOWEL
TO KEEP PLATE
" IN PLACE
a 4 www.rjoelllarris.com
o a FERROUS MATERIALS REQUIRED "T d °
STEEL REINFORCING RODS This, drawingshall not be used .for construction purposes until the
°. 4 p p
seal and signature of the responsible registrant appears on the
drawing, and proper permit forms and related fees are transmitted
d a4 by the Owner, Owner's Agent or Contractor to the Authority
d
having jurisdiction.
II °
Corporate Seal Engineer's Seal
d I I 4 II ,'�`,1 a n u ua®��,CA
CA
' ®�®`%J111111111111 1®'
Ro
°d d..�041y°Oo�9 ✓® ♦�' =oao°°� ®Cf SSIoti°yoo°O
°e° � m�o o
;m SEAL ° °w SEAL z8 -
o c C-41680 �� " < n 036836
�" _ -s"-=I =.. F` `�FF,� vim `'�':"•` P "� '^mo`''d' �'��° �`
9 °Q
♦
✓ P
NOT TO SCALE '•,,R/S& ASS�GO °® J �����.Q��K L , M�� •®`®
CITY OF CHARLOTTE TYPICAL CONCRETE CONTROL MONUMENT
LAND DEVELOPMENT STANDARDS
STD. N0. REV.
Cl E. INCLUDES CHARLOTTE ETJ 50.05B 9 CIL�I3L0ITE. ProjelatManager Draysn
INCLUDES CHARLOTTE ETJ 50.03
0 INTERSECTION with
SIDEWALK, CURB, and GUTTER INTERSECTION with CURES and GUTTER
STREET NAME SIGN
STREET R/W
NAME
SIGN 8"_D„ STANDARD
CURB & GUTTER
STOP SIGN
R/W STOP SIGN
2'-6" STANDARD
EDGE OF SIGN SET _- CURB AND GUTTER
2MIN: FROM FACE 4' MIN. (TYP)MINOR VALLEY o
OF CURB (TYP) STREET GUTTER o MINOR
STOP SIGN NAME SIGN 00
F
R/W
LY O
0 STOP SIGN Q *-8'_0°
a
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 �° LR/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.
DITCH STREET NAME MARKER
STOP SIGN 3. ENSURE STOP SIGN SIZE AND INSTALLATION PER
MUTCD STANDARDS.
R/W F R/W
NOT TO SCALE
® CITY OF CHARLOTTE
LAND DEVELOPMENT STANDARDS STREET SIGN INSTALLATION
STD. NO. REV.
LOCATIONS
. MINIMDM DI.NSIONS AND 4UANTITIES FOR CONCRETE CATCH BASIN BASED ON MIN. HEIGHT 8
WITS NO RISER °
Checked
P. Murphy
PIPE
D
DIMENSIONS OF BOX AND PIPE
I $PAN IWIDTH WIDTH SPAN
A 8 C G
MIN. HEIGHT
H
COVER
DIMENSION
E F
BARS -U
NO. LENGTH
.BARS -V.
NO. LENGTH
8AR8-W
N0. ILENGTH
TOTAL
LES.
CU.YDS. CONC. IN BOX
TOP BOTTOM TUT-
1000
SLAB SLAB .FM Mon. H
DEDUCTIONS
ONE PIPE
12"
3'-0"
2"•2"'
2'-9"
0.235
0.772
tl.015
0.026
95"
3"-0"
2'-2"
3'•0"
0.235
0.829
0.023
0.038
18"
3'-0"
2'-2"
31-311
0.235.
0.887
0.033
0.049
24"
3O"
3'-0"
3 -0"
2'-2"
2'•2"
3 '.4"
3 -9"'
4 -3"
9 .2" 4 _ "
0
4
1 6'"
2 -
9 -9"
3
3'•9"
39
0.235
.12 21
0 3 0.3
1.001
1 .433
0.059
tl. 2
09
0.065
0.127
36"
3'-0'
2'-2"
W-10"
4'-9"
V-8" 4'-0"
4
V-11"
3
3'-9"
3
3'-9" 1
43
0.161 0.358
11.714
0.132
0.178
42"
3 -0"
2'-2"
0.'-5"
5 •3
1 -5" 3 -2°`
4
1'-8"
2
12'-11'
3
2'-11°
32
0.192 0.318
.1.73
0.180
0.243
48"
3'-q11
2'-2"
5"-0"
6 -9
2'-0° 3'-2"
4
2'-3"
3
2'-11"
3
2'-.11".
35
4.145 0.352
2.052
0.235
0.317.
84"
3'-0"
1 2'-2".
5'-7" 1
6'-3" 1
2'-7" 3'-2"
0.
2'-10"
5
2'-11"
3
12'-11"1
41
10.180 10.386
2.387 1
0.297
0.401
EXISTING GRADE- EXISTING GRADE
IRON PIN
.a
aJoe Harris & Associates, Inc.
' ° I Engineering • Land Surveying ° Planning
d Management
° N 127 Ben Casey Drive, Suite 101, FortMill, S,C. 29708 P: (803') 802-1799
° , a' ��d• ' �� BRASS PLATE WITH
ff GROOVED DOWEL
TO KEEP PLATE
" IN PLACE
a 4 www.rjoelllarris.com
o a FERROUS MATERIALS REQUIRED "T d °
STEEL REINFORCING RODS This, drawingshall not be used .for construction purposes until the
°. 4 p p
seal and signature of the responsible registrant appears on the
drawing, and proper permit forms and related fees are transmitted
d a4 by the Owner, Owner's Agent or Contractor to the Authority
d
having jurisdiction.
II °
Corporate Seal Engineer's Seal
d I I 4 II ,'�`,1 a n u ua®��,CA
CA
' ®�®`%J111111111111 1®'
Ro
°d d..�041y°Oo�9 ✓® ♦�' =oao°°� ®Cf SSIoti°yoo°O
°e° � m�o o
;m SEAL ° °w SEAL z8 -
o c C-41680 �� " < n 036836
�" _ -s"-=I =.. F` `�FF,� vim `'�':"•` P "� '^mo`''d' �'��° �`
9 °Q
♦
✓ P
NOT TO SCALE '•,,R/S& ASS�GO °® J �����.Q��K L , M�� •®`®
CITY OF CHARLOTTE TYPICAL CONCRETE CONTROL MONUMENT
LAND DEVELOPMENT STANDARDS
STD. N0. REV.
Cl E. INCLUDES CHARLOTTE ETJ 50.05B 9 CIL�I3L0ITE. ProjelatManager Draysn
INCLUDES CHARLOTTE ETJ 50.03
0 INTERSECTION with
SIDEWALK, CURB, and GUTTER INTERSECTION with CURES and GUTTER
STREET NAME SIGN
STREET R/W
NAME
SIGN 8"_D„ STANDARD
CURB & GUTTER
STOP SIGN
R/W STOP SIGN
2'-6" STANDARD
EDGE OF SIGN SET _- CURB AND GUTTER
2MIN: FROM FACE 4' MIN. (TYP)MINOR VALLEY o
OF CURB (TYP) STREET GUTTER o MINOR
STOP SIGN NAME SIGN 00
F
R/W
LY O
0 STOP SIGN Q *-8'_0°
a
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 �° LR/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.
DITCH STREET NAME MARKER
STOP SIGN 3. ENSURE STOP SIGN SIZE AND INSTALLATION PER
MUTCD STANDARDS.
R/W F R/W
NOT TO SCALE
® CITY OF CHARLOTTE
LAND DEVELOPMENT STANDARDS STREET SIGN INSTALLATION
STD. NO. REV.
LOCATIONS
Client
Dependable Development, Inc
2656 B
Project:
CATAWBA PLAPNITATION
TOWNHOMESPHASE-11
Drawing Title:
IT L TIL
CtLL01TE. INCLUDES CHARLOTTE ETJ 5O.0C 3
0
Project No. Drawing ing o.
3108
DWG File Name:
3108 Site Plan
Manager
Checked
P. Murphy
r
PrintPrint/Plot Date
05-14-2019
Asbuilt Drawn
Asbuilt Date
Client
Dependable Development, Inc
2656 B
Project:
CATAWBA PLAPNITATION
TOWNHOMESPHASE-11
Drawing Title:
IT L TIL
CtLL01TE. INCLUDES CHARLOTTE ETJ 5O.0C 3
0
Project No. Drawing ing o.
3108
DWG File Name:
3108 Site Plan

1. CONTRACTOR IS RESPONSIBLE FOR PLACING BARRICADES USING
FLAG MEN, ETC. AS NECESSARY TO ENSURE SAFETY TO THE PUBLIC.
2. ALL PAVEMENT CUTS, CONCRETE OR ASPHALT, ARE TO BE
REPLACED ACCORDING TO STANDARDS OF THE NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION AND CHARLOTTE-MECKLENBURG
UTILITIES SPECIFICATIONS.
3. SHORING WILL BE ACCORDING TO THE OSHATRENCHING
STANDARDS PART 1926 SUBPART P, AS AMENDED TO DATE.
34LF OF EX. STANDARD
C&G TO BE REMOVED
17LF OF EX. SIDE WALK
TO BE REMOVED
40 LF LONG & 4.5 LF WIDE (180 SQ.FT)
ENCROACHMENT FOR WATER CONNECTION EXISTING 12" WATERMAIN
FOR DETAIL SEE DEMO -2
GARRON VENTURES LLC
PROP. WATER CONNECTION /
DEED BOOK 57 PAGE 643
TAX PARCEL 031-45-879 s .
ZONING: R-12MF(CD) X
r
96LF OF EX. STANDARD r
C&G TO BE REMOVED
r ,
97LF OF EX. SIDE WALK TO BE REMOVED
PROPERTY BOUNDARY
Ile
�Z' TREE GAVE
AREA
�..,
53
co rn
°..;.
52
NOTES:
1. CONTRACTOR SHALL FIELD VERIFY LOCATION AND DEPTH OF ALL
UNDERGROUND UTILITIES PRIOR TO CONSTRUCTION. C
2. WATER MAINS TO BE INSTALLED WITH MINIMUM 36" OF COVER. PROPOSED 5' SIDE WALK
, � /ALK
3. IF PROPOSED WATER MAIN IS INSTALLED WITHIN 12" IN ANY DIRECTION
(VERTICALLY OR. HORIZONTALLY) FROM GAS MAIN, CONTRACTOR SHALL ADVISE -
PIEDMONT NATURAL GAS COMPANY AT [phone]
4. MINIMUM 12" OF CLEARANCE REQUIRED BETWEEN WATER MAIN AND ANY
STORM DRAINAGE. PROPOSED 2'
VALLEY C&G
5. NO EXCAVATION WITHIN THE CLEAR RECOVERY ZONE SHALL BE LEFT OPEN
OVERNIGHT.
37LF OF EX. STANDARD
C&G TO BE REMOVED
- 37LF OF EX. SIDE WALK
TO BE REMOVED
1 .�,ovvvl W1 i ovt 1 1"1- r e wrw
PAVEMENT TO BE REMOVED
VICINITY MAP -N.T.S.
R. J®e Harris & Associates, Inc.
GRAPHIC SCALE Engineering sand Surveying d Planning
Management
—30 0 15 30 60 120 127 Ben Casey Drive, Suite 101, Fort Mill, S.C. 29708 P: [phone]
( IN FEET )
1 inch = 30 ft. 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
®�oa�wrfsrnarr��g,� e`�eosannurre'1CARO®
CARO
FESS/p
a� SEALmW SEAL T',
®� e C-4168 o S= 036836 y t
rn
1 S cK L, M 0
�� •.®/ ! Project Manager Drawn
J. He emann . R. Patel
lDepartment Manager Checked
rn 12'x15'x4° 1 P. Murphy P. Murphy
RECEIVING PIT � Print/Plot Date
—' 05-14-2019
1
6' FROM EX. EOP
Asbu'slt Drawn Asbuilt Date
ALLATION UNDER MT. HOLLY-HUNTERSVILLE ROAD AND
SED WITH 84LF 18" DIA STEEL ENCASEMENT; 0.25" WALL Ma Client
THICKNESS 8" DIP WATER MAIN THROUGH CASING 3
--- - ✓ ``'� i DEPENDABLE DEVELOPMENT, INC
IE— ` 2656 BREKONRIDGE CENTRE DRIVE,104
EIHE — _ 1� _ OHE `� ` MONROE, NORTH CAROLINA 28110
P: 704-238-1.229
Project:
CATAWBA LA T Ti
TOWINIHOMESPHASE-1
Drawing Title:
Demo Repair Plan
Project No, Drawing No.
3108
DWG File Name:
3108 -Demolishing Plan
LEGEND
EXISTING CURB TO BE REMOVED
EXISTING SIDE WALK TO BE REMOVED
ASPHALT ROAD PAVEMENT TO BE REMOVED
C'.
PROPOSED BORE UNDER ROAD PAVEMENT
R. J®e Harris & Associates, Inc.
GRAPHIC SCALE Engineering sand Surveying d Planning
Management
—30 0 15 30 60 120 127 Ben Casey Drive, Suite 101, Fort Mill, S.C. 29708 P: [phone]
( IN FEET )
1 inch = 30 ft. 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
®�oa�wrfsrnarr��g,� e`�eosannurre'1CARO®
CARO
FESS/p
a� SEALmW SEAL T',
®� e C-4168 o S= 036836 y t
rn
1 S cK L, M 0
�� •.®/ ! Project Manager Drawn
J. He emann . R. Patel
lDepartment Manager Checked
rn 12'x15'x4° 1 P. Murphy P. Murphy
RECEIVING PIT � Print/Plot Date
—' 05-14-2019
1
6' FROM EX. EOP
Asbu'slt Drawn Asbuilt Date
ALLATION UNDER MT. HOLLY-HUNTERSVILLE ROAD AND
SED WITH 84LF 18" DIA STEEL ENCASEMENT; 0.25" WALL Ma Client
THICKNESS 8" DIP WATER MAIN THROUGH CASING 3
--- - ✓ ``'� i DEPENDABLE DEVELOPMENT, INC
IE— ` 2656 BREKONRIDGE CENTRE DRIVE,104
EIHE — _ 1� _ OHE `� ` MONROE, NORTH CAROLINA 28110
P: 704-238-1.229
Project:
CATAWBA LA T Ti
TOWINIHOMESPHASE-1
Drawing Title:
Demo Repair Plan
Project No, Drawing No.
3108
DWG File Name:
3108 -Demolishing Plan

Appendix
>* 00
Street Cut Regulations and Procedures rev. 2.0 Street Cut Regulations and Procedures g g rev. 2.0
z SHLD.
L
TAPER LENGTH CRITERIA FOR
Appendix D m CHANNELIZING DEVICES IN WORK ZONES
Appendix � TYPES OF TAPERS TAPER LENGTH
(® ` UPSTREAM TAPER � -.
M F -i I i MERGING TAPER..., .. ...... ........L MINIMUM
�'3 `� g ¢. g., .} 9 � SHIFTING TAPER..: It L MINIMUM
Steel Plate Details Utility Locate alit Benching Detail � —i SH0lLOER TAPER..: h L MINIMUM
Temporary Steel Plate Details Surface MountM Z (D MSWAY TRAFFIC TAPER ....; ........FO - 1U0 FEET MAIXIM(B
Steel Plate on
Tvp elf Exos4ing Restoration . Detail 0 > DOWNSTREAM TAPER . ........ .......100 FEET MAXIMUM
zAsphalt For Use in Utilit Locate jl'athole)
Excavations ® �
12"0 0
Klin. 12" Min. 12" Ntin,
12" PAIn. Plate overlcp Platz r5v riap
T t:.dg 'Prim Final 1 - TABLE FOR ''L" DISTAN
Aspli ft�Nedge ''-.�
€AIlAra+.na) lift of Asphalt (`Ti z H WHERE:
zia s y t ti„.,n w b swrs BOrhSides �y. gam-{ SPEED LTMET
TI
40 MPH OR LESS
45 MPH OR GREATER
Base/Su6;rade
L = MINIMUM TAPER LE
a a tx x_
;
W - WIDTH OF-
OFFSET j
Ut'sllty S POSTEDL SPEED LIM
r
OR THE ANTICIPAT
Excavation Span ----
4.S” Asphalt Pavement Patch 2- "L" DISTANCE :IS FO
Placed in TwoUfts; vVahtack 6asEjSlrb de HEET 14F 4 AND_TRAN$ITIQNS,
coat between lifts � '� � �;® 1 °' BARRICADES, RAISEC
Existing Asp -trait
utility
Temporary Steal Pfau Details — Flush Mount
Propffly
cornpactetl
Steel Plate Recessed Flush on approved fill
Temporary .tap of Milled Surface Asphait material Excavation Spar -
r}v-ph31t Patch iA§I 6t
Araundl
72" Klin. 12 Min.
Plate Overlap Plate Overlap
Ii
yb"�' � aq
' �i�" ��� � t �. x3 r ^t�'�p xra S;, FI !: �✓ 2.m t�. 'ii ra y xr ; a's� ,Ir T`��, �t"� `� x atyl'rt, a
Z-
Base/Su$grade
-------
Existing Asphalt
I Lltllity ';.`
Excavation Span
Street Cut Regulations and Procedures rev. 2.0 Street Cut Regulations and Procedures rev. 2.0
Repairs
EOP
S9.5C �
or OPEN CUT
EOP
Mill down 15� � Fill with 2"- 9:C 4r S9.513 n�Il— I d 0 w 1.5°
'
I
11-011 '�?r 7 X _7n ?9-7
tt_JJ__ I 1i { 1 j
Notes: (13" of asphalt total) I
11 1325,02B �
Qrl.i
11" B25 -OC
=1 ! II S I I I1 11-1 11-1 11-1 I f1. � I-1 I I I
Select Fill
100 COMPACT _! III ---,1.
Density Required
Project ,tanager
Drawn
DATE ISSUED FOR REV
M
Department Manager
05/14/19 Initial Submittal to City of Charlotte & NCIDOT 0
H�
Appendix _ �':
100' To 200' BE NE UW
PREPARED.. ROADr�-
TO STOP
'PPIX'
z,
<
H
X
�'i'171,�
AHEAD
48" 43'3X 4R" 48W'2X �8"
Cn
gy 3 �g ry g® m % -" l ,y��,
g g p}� ; Restoration
Street.e �.5 tl�. a7iri@ti4tl 14A IL.tflY �'r ' "I J'*'
20' 20'
MAX.,MAX. /��JI {/�q�� y ���;y�
a- H
LL m,j
0.,�
:C ZLU
r 1-4 r
g
<
>* 00
Street Cut Regulations and Procedures rev. 2.0 Street Cut Regulations and Procedures g g rev. 2.0
z SHLD.
L
TAPER LENGTH CRITERIA FOR
Appendix D m CHANNELIZING DEVICES IN WORK ZONES
Appendix � TYPES OF TAPERS TAPER LENGTH
(® ` UPSTREAM TAPER � -.
M F -i I i MERGING TAPER..., .. ...... ........L MINIMUM
�'3 `� g ¢. g., .} 9 � SHIFTING TAPER..: It L MINIMUM
Steel Plate Details Utility Locate alit Benching Detail � —i SH0lLOER TAPER..: h L MINIMUM
Temporary Steel Plate Details Surface MountM Z (D MSWAY TRAFFIC TAPER ....; ........FO - 1U0 FEET MAIXIM(B
Steel Plate on
Tvp elf Exos4ing Restoration . Detail 0 > DOWNSTREAM TAPER . ........ .......100 FEET MAXIMUM
zAsphalt For Use in Utilit Locate jl'athole)
Excavations ® �
12"0 0
Klin. 12" Min. 12" Ntin,
12" PAIn. Plate overlcp Platz r5v riap
T t:.dg 'Prim Final 1 - TABLE FOR ''L" DISTAN
Aspli ft�Nedge ''-.�
€AIlAra+.na) lift of Asphalt (`Ti z H WHERE:
zia s y t ti„.,n w b swrs BOrhSides �y. gam-{ SPEED LTMET
TI
40 MPH OR LESS
45 MPH OR GREATER
Base/Su6;rade
L = MINIMUM TAPER LE
a a tx x_
;
W - WIDTH OF-
OFFSET j
Ut'sllty S POSTEDL SPEED LIM
r
OR THE ANTICIPAT
Excavation Span ----
4.S” Asphalt Pavement Patch 2- "L" DISTANCE :IS FO
Placed in TwoUfts; vVahtack 6asEjSlrb de HEET 14F 4 AND_TRAN$ITIQNS,
coat between lifts � '� � �;® 1 °' BARRICADES, RAISEC
Existing Asp -trait
utility
Temporary Steal Pfau Details — Flush Mount
Propffly
cornpactetl
Steel Plate Recessed Flush on approved fill
Temporary .tap of Milled Surface Asphait material Excavation Spar -
r}v-ph31t Patch iA§I 6t
Araundl
72" Klin. 12 Min.
Plate Overlap Plate Overlap
Ii
yb"�' � aq
' �i�" ��� � t �. x3 r ^t�'�p xra S;, FI !: �✓ 2.m t�. 'ii ra y xr ; a's� ,Ir T`��, �t"� `� x atyl'rt, a
Z-
Base/Su$grade
-------
Existing Asphalt
I Lltllity ';.`
Excavation Span
Street Cut Regulations and Procedures rev. 2.0 Street Cut Regulations and Procedures rev. 2.0
Repairs
EOP
S9.5C �
or OPEN CUT
EOP
Mill down 15� � Fill with 2"- 9:C 4r S9.513 n�Il— I d 0 w 1.5°
'
I
11-011 '�?r 7 X _7n ?9-7
tt_JJ__ I 1i { 1 j
Notes: (13" of asphalt total) I
11 1325,02B �
Qrl.i
11" B25 -OC
=1 ! II S I I I1 11-1 11-1 11-1 I f1. � I-1 I I I
Select Fill
100 COMPACT _! III ---,1.
Density Required
Project ,tanager
Drawn
. . . . .
M
Department Manager
Checked
P. Murphy
P. Murphy
Print/Plot Date
05-14-2019
si3Ulit Drawn1
Asbuilt Date
... , 90%.
'
`0 +sLocaliA,11
Thoroughfare Sheets—Minimurn asphalt thicknessg.5' (3 rifts)
11 •.
P 7 2x�:'�.
�
r
-{ i Ck
l 1
:
t� sit
93
Sai4
SO!
99,
>* 00
Street Cut Regulations and Procedures rev. 2.0 Street Cut Regulations and Procedures g g rev. 2.0
z SHLD.
L
TAPER LENGTH CRITERIA FOR
Appendix D m CHANNELIZING DEVICES IN WORK ZONES
Appendix � TYPES OF TAPERS TAPER LENGTH
(® ` UPSTREAM TAPER � -.
M F -i I i MERGING TAPER..., .. ...... ........L MINIMUM
�'3 `� g ¢. g., .} 9 � SHIFTING TAPER..: It L MINIMUM
Steel Plate Details Utility Locate alit Benching Detail � —i SH0lLOER TAPER..: h L MINIMUM
Temporary Steel Plate Details Surface MountM Z (D MSWAY TRAFFIC TAPER ....; ........FO - 1U0 FEET MAIXIM(B
Steel Plate on
Tvp elf Exos4ing Restoration . Detail 0 > DOWNSTREAM TAPER . ........ .......100 FEET MAXIMUM
zAsphalt For Use in Utilit Locate jl'athole)
Excavations ® �
12"0 0
Klin. 12" Min. 12" Ntin,
12" PAIn. Plate overlcp Platz r5v riap
T t:.dg 'Prim Final 1 - TABLE FOR ''L" DISTAN
Aspli ft�Nedge ''-.�
€AIlAra+.na) lift of Asphalt (`Ti z H WHERE:
zia s y t ti„.,n w b swrs BOrhSides �y. gam-{ SPEED LTMET
TI
40 MPH OR LESS
45 MPH OR GREATER
Base/Su6;rade
L = MINIMUM TAPER LE
a a tx x_
;
W - WIDTH OF-
OFFSET j
Ut'sllty S POSTEDL SPEED LIM
r
OR THE ANTICIPAT
Excavation Span ----
4.S” Asphalt Pavement Patch 2- "L" DISTANCE :IS FO
Placed in TwoUfts; vVahtack 6asEjSlrb de HEET 14F 4 AND_TRAN$ITIQNS,
coat between lifts � '� � �;® 1 °' BARRICADES, RAISEC
Existing Asp -trait
utility
Temporary Steal Pfau Details — Flush Mount
Propffly
cornpactetl
Steel Plate Recessed Flush on approved fill
Temporary .tap of Milled Surface Asphait material Excavation Spar -
r}v-ph31t Patch iA§I 6t
Araundl
72" Klin. 12 Min.
Plate Overlap Plate Overlap
Ii
yb"�' � aq
' �i�" ��� � t �. x3 r ^t�'�p xra S;, FI !: �✓ 2.m t�. 'ii ra y xr ; a's� ,Ir T`��, �t"� `� x atyl'rt, a
Z-
Base/Su$grade
-------
Existing Asphalt
I Lltllity ';.`
Excavation Span
Street Cut Regulations and Procedures rev. 2.0 Street Cut Regulations and Procedures rev. 2.0
Repairs
EOP
S9.5C �
or OPEN CUT
EOP
Mill down 15� � Fill with 2"- 9:C 4r S9.513 n�Il— I d 0 w 1.5°
'
I
11-011 '�?r 7 X _7n ?9-7
tt_JJ__ I 1i { 1 j
Notes: (13" of asphalt total) I
11 1325,02B �
Qrl.i
11" B25 -OC
=1 ! II S I I I1 11-1 11-1 11-1 I f1. � I-1 I I I
Select Fill
100 COMPACT _! III ---,1.
Density Required
Project ,tanager
Drawn
J. Hegemann
R. Patel
Department Manager
Checked
P. Murphy
P. Murphy
Print/Plot Date
05-14-2019
si3Ulit Drawn1
Asbuilt Date
Client
DEPENDABLE DEVELOPMENT, INC
2656 BREKONRIDGE CENTRE DRIVE,104
MONROE, NORTH CAROLINA 26110
P: 704-238-1229
Project:
CATAWBA LA TAT I
TOWNHOIVIES ®.
Drawing Title:
Demo it Details
Project No. Drawing No.
3108
DWG File Name:
3108 -Demolishing Plan

. ...... .......... . HOMEOWNERS ASSOC INC INSTALL 160LF GARRON VENTURES LLC DATE ISSUED FOR REV
....... INITIAL SEDIMENT BASIN #1
IT DEED BOOK 57 PAGE 643
DEED BOOK 57 PAGE 643
SINGLE ROW SILT FENCE
%
LEGEND:
DRAINAGE AREA 5.79 AC. TAX PARCEL 031-45-839 (C.O. TO C.O.) TAX PARCEL 031-45-879
LJ T 0
05/14/19 Initial Submittal toC ity of Charlotte& NCDO
TOP BERM 671.00
CONCENTRATION ZONIN
-1 2MF(CD) TS OF DISTURBANCE
G: R
J SPILLWAY 669.50 INSTALL 186LF
OVERALL LIMI
OUTLET (TYP.)
....... % El SINGLE ROW SILT FENCE
RISER WEIR 669.00
....... I TO C.O.) TREE PROTECTION FENCING
.............
......... . . . .... . ............. I ....... ....
CLEANOUT 666.75
BOTTOM BASIN 665.00 PROPOSED SILT FENCE
EX P WERTOWER ...............
REQ. VOLUME = 10,422 CIF ...... ......
........... .. .......
CONCENTRATION
ACT. VOLUME = 34,374 CIF
...................
OUTLET (TYP.)
PROPOSED CONSTRUCTION ENTRANCE
SPILLWAY LENGTH 20 FT
F�
CENTRATION
PROPOSED CONCENTRATION OUTLET
BARREL 58LF 24" RCP @ 0.86% UU I LIZ I ki Tr.) ......
X_x
'71 ....... ...... .
RISER 4'X 4'O.D. PCS CON
SKIMMER INV 666.00 PROPOSED INLET PROTECTION
E
.........
M
ORIFICE SIZE 2.00"
SKIMMER SIZE 2.60"
PROPOSED TEMPORARY DITCH
...........
TOCK PILE INSTALL 121 LF PROPOSED s >
LA
0
M
..... SINGLE ROW SILT FENCE
(C.O. TO END) PROPOSED RIP RAP
Co
............. : % .., . 11 ..- ......... PROPOSED BAFFLES
I F7� ...... 41 M
............
4. TE, 4� TD rb
Lu .............
El .. ............. .... ... STABILIZED CONSTRUCTION ENTRANCE
T_
..............
A -
VICINITY MAP N.T.S.
A�
532LF TEMPORARY DITCH #1'*",-- ..........
EJ
WITH CHECK DAMS I CONSTRUCTION ENTRANCES SHOULD BE INSTALLED BEFORE ALL OTHER MEASURES, FOLLOWED BY ANY NEEDED CULVERTS. THE PERIMETER
.............. ..
r
PROPERTY BOUNDARY
... .......... .....
Lij
:r
GENERAL NOTE - GRADING/SITE DEVELOPMENT
'TYP) 1) ALL REQUIRED PERMITS MUST BE OBTAINED AND A COPY MAINTAINED ON 81TE PRIOR TO COMMENCING WORK. ONCE WORK BEGINS, ANY
. ..........
CONTROLS ARE THEN TO BE INSTALLED WITH ONLY THE DISTURBANCE NECESSARY FOR THEIR CONSTRUCTION. ALL REQUIRED EROSION
.. ......... . ...... T
...........
.............
............ CONTROL DEVICES SHALL BE INSTALLED PRIOR TO THE INSTALLATION OF ANY UNDERGROUND UTILITIES OR SITE GRADING ACTIVITIES. SEE
.. . ........ .......
TH E AP P LICAB LE PLAN SIT E ETS FO R TH E IN EC ESSARY E ROS [ON CO NTROL RE Q U IREMENTS, MAINTENANC E AND STABILLZATIO N OF THE WORK
SITE...........
............... .......
2) DURING CO
ROW SILT FENCE NSTRUCTION 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 WORKAREAS THAT HAVE BEEN BROUGHT TO
...... Lj: L ......
......... INSTALL 244LF
SINGLE
. ..... GRADE SHALL BE SEEDED AND MULCHED.
.. ........ ......
(END 10 FNU)
.......... . ............. %
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).
r . . ..............
. .. . ..... ............ . ... . ..... 4) THE CONTRACTOR SHALL CONTACTTHE NORTH CAROLINA ONE -CALL CENTER AT8-1-1 ATILEAST72 HOURS IN ADVANCE OFTHE
------- CONSTRUCTION. INDIVIDUAL UTILITY AGENCIES NOT PARTICIPATING IN THE ONE -CALL PROGRAM SHALL BE CONTACTED INDEPENDENTLY BY
P
....... THE CONTRACTOR.
. .......... LLJ
S
5) UPON VERIFICATION OF THE LOCATION AND DEPTH OF ALL UTILITIES, CONTRACTOR SHALL VERIFY THAT THERE ARE NO CONFLICTS WITH THE
ENGINEER FOR EVALUATION AND REDESIGN (IF NECESSARY). THE
INSTALL 222LF F. -I INGLE ROW SILT FENCE EXISTING UTILITIES. ANY CONFLICTS SHALL BE REPORTED TO THE
CONTRACTOR SHALL NOT COMMENCE WORK IN THE AREA UNTIL THE CONFLICT IS RESOLVED.
AREA
........... .... ...... ........... .... ........... T:ZEE SAVE
.... ...... (C.O. TO C.O.)
what% below.
.... ... Know
CONCENTRATION
6) ALL EXCAVATION FOR THIS PROJECT SHALL BE CONSIDERED UNCLASSIFIED, UNLESS SPECIAL PROVISIONS ARE STATED IN THE CONTRACT
Ld ......... DOCUMENTS. Nde"4�40ne-Call Center
Yl
...... LJ ....... OUTLET (T
LJ T_ INSTALL 550LF TREE FIR
Call before you
APPROVED BY OWNER.
...... INSTALL 35LF BAFFLES(TYP.) . .... _�.: .. 1, , - ­. , I " - -.I. '1-1�j . , ., - - -
7) DURING EXCAVATION, ALL FOREIGN DEBRIS AND UNSUITABLE FILL MA I ERIALS SHALL BE REMOVED AND DISPOSED OF OFFSITE OR LOCATION
CJ
OTECTION
FENCING AROUND TREE SAVE AREA ..............
...... Engineer.
SINGLE ROW 8) ON-SITE BURIAL PITS, WHEN APPROVED, SHALL BE CLEARLY MARKED ON THE FIELD RECORD DRAWINGS AND A COPY OF THOSE DRAWINGS
SILT FENCE,.-- I
. ... ...... . ............. ............
SHALL BE PROVIDED TO THE OWNER. THE USE OF BURIAL PITS SHALL BE COORDINATED WITH THE OWNER AND ENGINEER PRIOR TO USE.
. ..... TREE PROTECTION
FENCING AROUND TREE SAVE AREA TWEIGHT"
9) ALL FILL SHALL BE COMPACTED TO 95% STANDARD PROCTOR (ASTM D698) MAXIMUM DRY DENSITY FOR SPECIFIED MATERIAL. `LIGH
SPILLWAY (TYP.) OR HIGHLY PLASTIC SOILS SHALL NOT BE USED AS FILL UNDER ROADWAYS, BUILDINGS AND OTHER STRUCTURAL AREAS LIGHTWEIGHT OR
......... LU W
INSTALL 550LF
(C.O. TO END)
FOREBAY SPILLWAY
0 BY THE GEOTECHNICAL ENGINEER. 100% STANDARD PROCTOR OF MAXIMUM DRY DENSITY SHALL BE ATTAINED
PLASTIC SOILS AS DEFINED
-Z EX. POWER T WEIR
(ENSURE STONE IS CONSTRUCTED ALL
INSTALL 94LF ............
THE WAY TO THE BOTTOM OF POND) 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
(END TO C�O.) ... .............
FOREBAY 5761
%
OWNER AND REPLACED WITH SUITABLE FILL MATERIAL, AS DIRECTED BY THE GEOTECHNICAL ENGINEER.
.... ...........
655 -12" LIFTS AND COMPACTED TO 100% STANDARD PROG FOR MAXIMUM DRY DENSITY
SINGLE ROW SILT FENCE ........
IS SUITABLE FOR STRUCTURAL LOADING. PLASTIC SOILS SHALL BE UNDERCUT AND DISPOSED OF OFFSITE OR LOCATION APPROVED BY
11) ALL FILL FOR STRUCTURAL AREAS SHALL BE PLACED IN 3"
(ASTM D698)AT NEAR OPTIMUM MOISTURE CONTENT FOR UPPER 12'AS MEASURED FROM FINISHED GRADE (TOLERANCE SHALL BE+1-2%).
.............
........... ..
INSTALL 196LF 114LF TEMPORARY DITCH #2 .. . .. .............
LANKETS
... .............. SINGLE ROW SILT FENCE WITH CHECK DAMS (TYP.)
--- - -------- 12) FILL SLOPES SHALL BE GRADED NO STEEPER THAN 3;1, SLOPES STEEPER THAN 3:1 MAY REQUIRE THE USE OF EROSION CONTROL B
YP) (ECBs)TO MINIMIZE AND PREVENT EROSION OF THE SLOPES.
TREE
OUTLET(T AREA (DOUBLE SILT FENCE TO C.O.)
13) IF NECESSARY, SLOPES WHICH EXCEED EIGHT (8) VERTICAL FEET MAY REQUIRE THEUSE OF SYNTHETIC OR VEGETATIVE MATS, IN ADDITION
..........
LLJ
; ; TREE SAVE
...........
...........
TIO
V, AREA
TO NORMAL SEEDING.
...... ........ ------- INSTALL 83LF -rj ...... 14) COMPACTION WITHIN ROAD RIGHTS-OF-WAY SHALL BEAS REQUIRED BYTHE GOVERNING AGENCY. ATA MINIMUM,THE FOLLOWING
....... STANDARDS SHALL BE MET:
LJ SINGLE ROW SILT FENC__
...... % ....... R. Joe Harris & Associates, Inc.
(C.O. TO END)
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.
.. .... .... .. .................... Engineering Land Surveying - Planning
RBANCE C. INTERMEDIATE AND SURFACE HOT MIX ASPHALT COURSES SHALL BE COMPACTED TO A MIN. OF 92% MAXIMUM SPECIFIC GRAVITY.
k wN SHALL
....... D. SUBGRADE AND BASE COURSE SHALL BE PROOFROLLED (50,000 LBS MIN.). HOT MIX ASHALT TEMPERATURE AT TIME, OF LAYDO
TOTAL 9.80 AC± BE WITHIN 20QF OF THE PLANT MIX
I . .... CONCENTRATION ....... Management
T (TYP.)
E (MIN. TEMPERATURE SHALL BE NO LESS THAN 220-230 DEGREES). VARIATIONS OF THE MINIMUM REQUIREMENTS CAN BE
OUTLE
. .... 143LF TEM ......
. .... . ..... TEMPERATURE -1799
L FENCING AROUND TREE SAVE AREA
CONSIDERED ON A CASE-BY-CASE BASIS AND
INS F. MUST BE APPROVED BY THE GEOTECHNICAL ENGINEER.
127 Ber, Casey Drive, Suite 101, F ort MIT, S.C. 29708 P: (803) 802
PORARY DITCH #3
........... 666
.................. TALL 150LF'
WITH CHECK DAMS (TYP.) ............ ....... SINGLE ROW SILT FENCE
OWER I I
INSTALL 323LF TREE PROTECTION LIMITS OF DISTU
-TID 4-
.................
EX. POWER T ATED WITHIN THE ROADWAY RIGHT-OF-WAY SHALL BE GOVERNED
I :E 15) THE CONSTRUCTION OF ALL STREETS AND DRAINAGE IMPROVEMENTS LOC
BY THE CITY AND/OR STATE DEPARTMENT OF TRANSPORTATION.
...... (C.O. TO C. ..........
...... ....... 0 �\ .....
2;; 'CONCENTRATION
OUTLET ITYP) ........
EX, 50'NATURAL GAS R/W INSTALL 26LF .......... 16) RIGHT-OF-WAY ARE THE MAINTENANCE RESPONSIBILITY OF THE INDIVIDUAL PROPERTY OWNER OR HOMEOWNERS ASSOCIATION (HOA), -larns.com
...... wwwxjoet
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
TIFENCE
INSTALL 46LF ...... .....
...........
DOUBLE ROW SIL ............ HARDSCAPIES, LANDSCAPING, STRUCTURES OR OTHER IMPROVEMENTS PLACED WITHIN THE EASEMENTS SHOULD MAINTENANCE NEED TO BE
SINGLE ROW SILT FENCE (C.O� TO SINGLE SILT FENCE) PERFORMED.
INSTALL 641-1
-C TREE SAVE -THE
...........
445'D KE POW ........ AREA PROPERTY BOUNDARY INTERNATIONAL RESIDENTIAL CODE (CURRENT VERSION AS ADOPTED BY GOVERNING AGENCY). This drawing shall not be used for construction purposes until the
............. -DOUBLE ROW SILT FENCE
(END TO C.O.) ........... 17) THE BUILDER SHALL BE RESPONSIBLE FOR MEETING THE BUILDING FOUNDATION DRAINAGE REQUIREMENTS AS SPECIFIED IN
(C,O� TO C.O.)
......... ...... seal and signature of the responsible registrant appears on the
.......... .................. ........ .............. . .. .... 18) ENGINEER
.............. ......
STAGGERED* . .....
........ .... CONCENTRATION ......... . . . . . . DOES NOT WARRANT THAT ANY OR ALL LOTS HAVE BEEN SETUP TOMEET THE 13UILDING FOUNDATION DRAINAGE REQUIREMENTS
INSTALL108LF SET FORTH IN THE INTERNATIONAL RESIDENTIAL CODE. drawing, and proper permit forms and related fees are transmitted
......... .... SINGLE ROW SILT FENCE1.... OUTLET (TYP.) ....... 3LF T . REE PROTECTION 19) BUILDER SHALL BE RESPONSIBLE FOR MAINTAINING THE ESTABLISHED DRAINAGE PATTERNS OR ENSURING THAT ANY ALTERATIONS TO THE
... ............. t ...... by the Owner, Owner's Agent or Contractor to the Authority
...........
.... ..INSTALL19 having jurisdiction.
(C.O. TO C.O.)
CONCENTRATION
.......... ........ 20LIF ESTABLISHED DRAINAGE PATTERNS WILL NOT ADVERSELY IMPACT THE RECEIVING STORM DRAINAGE SYSTEM AND,QR DOWNSTREAM
....... . .... . .......... INSTALL FENCING AROUND TREE SAVE AREA
OUTLET (TYP.) PROPERTY OWNER.
Engineer's Sea[
DOUBLE ROW SILT FENCE ......... Corporate Seal
CONCENTRATION .............. 20) FINAL ELEVATIONS ARE SUBJECT TO CHANGE BASED UPON SITE CONDITIONS, CONSTRUCTION TOLERANCES BY AND BETWEEN
6�0
OUTLET (TYP.) ......
(C.O� TO END)
.................................
..........
OWNER/CONTRACTOR, AND OTHER CONDITIONS.
T_ ...........
. .. ......... .........
....... FENCING AROUND TREE SAVE AREA I �ED BOOK 31054 PAGE 880
........ R LLC CAR CARO
I�STALL 636LF TREE PROTECTION
7
.. ........ .... ....... ...........
.............. PARCEL 031-14-110
............ . .........
............. .......... -1 (CD)
.... .......
S EAL
. ....... . . ..... INSTALL 64LF
INSTALL 237LF
.......... ...... Li ....... ....... ........ ........ DOUBLE ROW SILT FENCE"' ZO ING: B
UUUMLE ROW SILT FENCE M
..... . ...... . .. .: J ... . ..
(C.O. TO C.O.)
lob
.......... .... .... STA E ED (END TO C.O.) 4 TREE PROTECTION NOTES FOR SUBDIVISION: 036836
... ............
....... ---CAT ON FH. CONCENTRATION I TREE PROTECTION FENCEIBARRICADES MUST MEET OR EXCEED TREE ORDINANCE REQUIREMENTS.
4 INTRATION
1-§L LLC� . ... ............ . ..........
---CAT
2. TREE PROTECTION FENCEIBARRICADES MUST BE INSTALLED BEFORE ANY DEMO LITION/CLEARING/ GRADING/CONSTRUCTION AND NOT
AREA
EXISTING STREA . . %%*, , 11%
Ick
IREE SAVE
PL. AT - I 'PAG� 4-3b
K OUTLET (TYP,) S
........ QFFD ......
OUTLET (TYP.)
REMOVED UNTIL AFTER AN INSPECTION BY URBAN FORESTRY
ZONING: MX M
....... TAX**' EL . ............ I ... ............. ...... CONCENTRATION...,
INSTALL 237LF OUTLET (TYP.) A SSO
-1
7. 4=--2 9 Cr .........
SINGLE ROW SILT FENCE ............. ....... ION 3. NO SOIL DISTURBANCE OR COMPACTION, CONSTRUCTION MATERIALS, TRAFFIC, BURIAL PITS, TRENCHING OR OTHER LAND DISTURBING
INSTALL 256LF TREE PROTECT ACTIVITIES ALLOWED IN TREE SAVE AREAS.
30'STREAM BUFFER INSTALL 105LF FENCING AROUND TREE SAVE AREA
(C�O. To C.O.)
4. VIOLATIONS OF THE TREE PROTECTION REQUIREMENTS ARE SUBJECT TO FINES, AND/OR IMMEDIATE CORRECTIVE ACTIONIMITI 3ATION.
Project Manager Drawn
DOUBLE ROW SILT FENCE .........
5. ALL TREES ON PUBLIC PROPERTY ARE PROTECTED BY ORDINANCE AND REMOVAL MUST BE APPROVED BY THE CITY ARBORIST (704)
(C.O. TO END)
-4262.
336
J. Heciemann R. Patel
bPER AND SONS NC LLC
CO Department Manager Checked
6. SHOWTREE PROTECTION FENCE AT LEAST 5 FEET BEYOND THE DRIPLINE OF THE DESIGNATED TREE SAVE AREA(S) WHENEVER POSSIBLE
DEED BOOK 31843 PAGE 291 AT NO LESS THAN THE LOCATIONS SHOWN ON SITE PLAN
AX PARCEL 031-14-114
BAFFLES (TYP.)
-OUT PORTIONS OF THE DEVELOPMENT (EXAMPLE:
7. TREE SAVE FENCING MAY BE REMOVED/OMITTED UPON ALL COMPLETED AND BUILT
B-1 (CD)
LU P. Murphy P. Murphy
ZONING:
ILL .............
U_ OCCUPIED HOME LOTS).
8, TREE PROTECTION FENCE MAYBE TEMPORARILY REMOVED AND REPLACED FOR APPROVED UTILITY/STORM DRAINAGE WORK AND
PrintlPlot Date
INITIAL SKIMMER BASIN #2
8 AC. ......... INSTALLATION OF ANY REQUIRED LANDSCAPE PLANTINGS,
DRAINAGE AREA = 2.0 05-14-2019
. .........
666.00 9. COORDINATE ALL ACTIVITIES WITHIN THE TREE SAVE LIMITS WITH THE URBAN FORESTRY SPECIALIST, GARY TURNER, AT (704)-517-5664 Asbuilt Drawn AsbLIllt Date
U) TOP BERM
CITY OF CHARLOTTE CONSTRUCTION SEQUENCE: <
SPILLWAY = 664.50
CLEANOUT = 662.00
LOTTE ENGINEERING DEPARTMENT. BOTTOM BASIN = 660.50 1) OBTAIN GRADING/EROSION CONTROL PLAN APPROVAL FROM THE CITY OF CHAR
W Client
TMENT TO DISCUSS
2) SET UP AN ON-SITE PRECONSTRUCTION CONFERENCE WITH EROSION CONTROL INSPECTOR OF THE CITY ENGINEERING DEPAR REQ. VOLUME= 3,744 CIF
EROSION CONTROL MEASURES. FAILURETO SCHEDULE SUCH CONFERENCE48 HOURS PRIORTOANYLAND DISTURBANCE ACTIVITY ISAVIOLATIONCIF
LU
HAPTER 17 OF THE CITY CODE AND IS SUBJECT TO A FINE. % ACT. VOLUME = 19,351 CF
C LJ SPILLWAY LENGTH = 10 FT'
-P @ 2.00% -le Development, Inc
3) INSTALL SILT FENCE, INLET PROTECTION, SEDIMENTTRAPS, DIVERSION DITCHES, TREE PROTECTION, AND OTHER MEASURE AS SHOWN ONTHE PLANS, BARREL 25LF 18" Rc
CLEARING ONLY AS NECESSARY TO INSTALL THESE DEVICES. l
SKIMMER INV= 661.50
CITY OF CHARLOTTE STANDARD NOTES FOR EROSION CONTROL:
2656 BREKONRIDGE CENTRE DRIVE,104
50" 4) CALL FOR ON-SITE INSPECTION BY INSPECTOR, WHEN APPROVED, INSPECTOR ISSUES THE GRADING PERMIT AND CLEARING AND GRUBBING MAY BEGIN. SKIMMER SIZE = 2. ........... 1, ALL 'STD" NUMBERS REFER TO THE CHARLOTTE LAND DEVELOPMENT STANDARD MANUAL
ORIFICE SIZE = 1.00"
MONROE, NORTH CAROLINA 28110
5) THE CONTRACTOR SHALL DILIGENTLYAND CONTINUOUSLY MAIN FAIN ALL EROSION CONTROL DEVICES AND STRUCTURES.
......... 2. ON-SITE BURIAL PITS REQUIRE AN ON-SITE DEMOLITION PERMIT FROM THE ZONING ADMINISTRATOR.
-238-1229
TROLORDINANCE P: 704
6) FOR PHASED EROSION CONTROL PLANS, CONTRACTOR SHALL MEET WITH EROSION CONTROL INSPECTOR PRIOR TO COMMENCING WITH EACH PHASE OF
3. ANY GRADING BEYOND THE DENUDED LIMITS SHOWN ON THE PLAN IS A VIOLATION OF THE CITY/COUNTY EROSION CON
EROSION CONTROL MEASURES. INSTALL 155LF -
AND IS SUBJECT TO A FINE.
SINGLE ROW SILT FENCE
4. GRADING MORE THAN ONE ACRE WITHOUT AN APPROVED EROSION CONTROL PLAN IS AVIOLATION OF THE CITY/COUNTY EROSION
7) STABILIZE SITE AS AREAS ARE BROUGHT TO FINISHED GRADE,
(END TO C.O.)
CONTROL ORDINANCE AND IS SUBJECT TO A FINE.
8) COORDINATE WITH EROSION CONTROL
INSPECTOR PRIOR TO REMOVAL OF EROSION CONTROL MEASURES.
5. ALL PERIMETER DIKES, SWALES, DITCHES, PERIMETER SLOPES AND STEEPER THAN 3 HORIZONTAL TO 1 VERTICAL (3:1) SHALL BE Project:
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.
SIGN
9) ALL EROSION CONTROL MEASURES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE N.C. EROSION AND SEDIMENT CONTROL PLANNING AND DE
MANUAL, U.S. DEPARTMENT OF AGRICULTURE, CITY OF CHARLOTTE EROSION CON FROL ORDINANCE, AND THE CHARLOTTE LAND DEVELOPMENT
STANDARDS MANUAL. % %
CONCENTRATION ............ 6. ALL OTHER DISTURBED AREA SHALL BE PROVIDED TEMPORARY OF PERMANENT STABILIZATION WITH GROUND COVER AS SOON AS
OUTLET(TY PRACTICABLE BUT IN ANY EVENT WITHIN 14 CALENDAR DAYS FROM THE LAST LAND -DISTURBING ACTIVITY. CATAWBA P
DEPARTMENT.
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. BE GRADED NO STEEPER THAN 2:1. FILL SLOPES GREATER THAN TEN (10) FEET REQUIRE ADEQUATE TERRACING
[CLDSM#30.16].
_S PHASE -1
EROSION CONTROL CONSTRUCTION SEQUENCE: DWNHOMI
L "TATIO"'
AP
7. ADDITIONAL MEASURES TO CONTROL EROSION AND SEDIMENT MAYBE REQUIRED BYA REPRESENTATIVE OF THE CITY ENGINEERING
T'
.......... .. ...........
8. SLOPES SHALL'
E MET: CLEARING AND GRUBBING ONLY AS NECESSARY FOR INSTALLATION OF PERIMETER CONTROLS. IF MORE THAN 20 ACRES IS UNCOVERED, THE FOLLOWING
CRITERIA MUST 8
........... ..........
......... 9. A GRADING PLAN MUST BE SUBMITTED FOR ANY LOT GRADING EXCEEDING ONE (1) ACRE THAT WAS NOT PREVIOUSLY APPROVED.
-CONSTRUCTION MEETING.
.......... , . %� ... `<
INSTALL192LF .............
THE METHOD OFILIMITING THETIME OF EXPOSURE AND AMOUNTOF EXPOSED AREA TO ACHIEVE THE OBJECTIVES OFTHISCHAPTER.
b. BE MOVED FROM ONE AREA OF THE TRACT TO ANOTHER AS GROUND ELEVATION ISCHANGED. SINGLE ROW SILT FENCE ......
A CUTIFILL ANALYSIS THAT SHOWS WHERE SOIL WILL 10 DRIVEWAY PERMIT FOR CONSTRUCTION ENTRANCES IN NCDOT RIGHT OF WAY MUST BE PRESENTED AT PRE Drawing Thl
C CONSTRUCTION SEQUENCEAND CONSTRUCTION PHASING TO JUSTIFY THE TIME AND AMOUNT OF EXPOSURE. (C.O. TO C.O.)
d TECHNIQUES TO BE USED TO PREVENT SEDIMENTATION ASSOCIATED WITH LARGER DISTURBED AREAS.
e. ADDITIONAL EROSION CONTROL MEASURES, STRUCTURES, AND DEVICES TO PREVENT SEDIMENTATION.
CONCENTRATION U IN
ER"'SIO"I'll CONTROL
OUTLET (TYP.)
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 INSTALL 150LF INITIAL PHASE
BE PLACED SPANNING TOP OF SLOPE TO TOP OF SLOPE ON BOTH SIDES OF CROSSING FOR STABILI
ZATION SINGLE ROW SILT FENCE
"HDPEFOR (C.O. TO END)
3) INSTALL STABILIZED CONSTRUCTION ENTRANCE AT BRADSTREET COMMONS AND INSTALL TEMPORARY 30 INSTALL 191 LF
TEMPORARY DIVERSION DITCH #4. THE CONTRACTOR SHALL INSTALL STABILIZED CONSTRUCTION ENTRANCE ATROCESTER
DRIVE. 30LF OF TEMPORARY 18" HDPE PIPE SHALL BE INSTALLED UNDER -THE ENTRANCE FOR THE CONSTRUCTION OF SINGLE ROW SILT FENCE
TEMPORARY DIVERSION DITCH #5. CLEARING AND GRUBBING SHALL BE FOR THE INSTALLATION OF 3 SEDIMENT BASINS. (C.O. TO C.O.)
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 GRAPHIC SCALE
AND DIVERSIONS TO THE STRUCTURES ARE COMPLETELY INSTALLED). TEMPORARY DIVERSIONS ARE TO HAVE ROCK CHECK CONCENTRATION
DAMS INSTALLED AS REQUIRED. -60 0 30 60 120 240 OUTLET (TYP.)
5) C LEAR I NG AN D G RU B BI IN G OF REMAIN DER 0 F 3 ITE, IN C LU D I ING ANY D EMOLITION , CAN TAKE PLACE. (SED IMENT AND EROS ION
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6) 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, IN FEET 3108
CONSTRUCTION ACTIVITIES AND RAINFALL DATA (ATA MINIMUM). 1 inch = 60 ft. DWG File Name:
3108 -Erosion Control Plan EC-,�

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ER SION CONTROL MEASURES. FAILURE TO SCHEDULE SUCH CONFERENCE 48 HOURS PRIOR TO ANY LAND DISTURBANCE ACTIVITY IS AVIO / �., : : ., ! � . 114 1�� 11 * I
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8) COORDINATE WITH EROSION CONTROL INSPECTOR PRIOR TO REMOVAL OF EROSION CONTR LMEASURES. , `* 1, I. ., " , , **.\ ." ... .1, ".. \ *........ ­...... '..I -111 ... ", '. : .. ` ... ".. . .... \ " ." ., ., . .,. ... x i . - .N , %k",
0 ... _:_ I . . . . .. I . .. ... ....... ... ., I, I..... . I 1. �
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. I - . . . . . . . .. - . I . .. '. .. I � . -
'.. __ . - I N " ... , , . . . . . - '�,_ . . .. . .. .......... . J ( , , . ... " ...... . . . . . '. . .. .... ... 1, ....- .... I ... � ...­_ ...... � .. ..... .. .. ... 'I-
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. . .
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.. .. , . � .. '. , .... ­.. . . ......... . ... , ... '. .
.
.. , . I .
.
.
9) ALL EROSION CONTROL MEASURES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE N.C. EROSION AND SEDIMENT CONTROL PLANNING AND . �- '. I " . \ /*
.. . , . . . . . . .
, . � �
. � .
.
. .
- . � . .. . .. . I coo .. *'­­ . .. ... I . , , e8o -
. , ; ) '-_�_4�-.. � 1-1 .. .. ., .. .. . . .
,
,
, .. . . I.... . . . - . , .. . - __ ____ '.. ". , tt�, -� . "
. . , .
DESIGN MANUAL, U.S. DEPARTMENT OF AGRIC . . , . , . - . '. %
. I . -%\ .... .... .� ... .* ....... I... .. . I, "....... ........ . . . . . . .... .. . . . ... . . .. . , . :,
. I
,ULTURE, CITY OF CHARLOTTE EROSION CONTROL ORDINANCE, AND THE CHARLOTTE LAND . i , . .. . . . , - , - - .. . ,
DEVELOPMENT STANDARDS MANUAL. INSTALL 192LF . . _� ... '... ..� . . 1'�, %. ... ...� '.....11-1 ""...­ /.`%. ."".* "" ­- -_11 ............. I. ................ \ ..... .,-.._,.. ftN;�
. ..... I /*.... ... '.. . ..... . ..... ... .,.... ....
SINGLE ROW SILT FENCE ....>�, .... . . . _. , ... ... - .'........, - - . . ...... . . .......'. . . ...... .%.... ...
... " , , , .... .­ . . . .., . ..
EROSION CONTROL CONSTRUCTION SEQUENCE: (C.O. TO C.O.) ,`�..-.. _1�1" I ""... * ......... , `, . .. .. "­��­.-'::.-. ":....%'..,
'. .... 1. 1. '.
.... . ..... �­.-.--.`­----._-.__­* ..... '­ �. , , \...* ,
. ` . .. .. -11 ". %. '.
- , ....
THE CONTRACTOR ISTO MAKE EVERYEFFORTTO MINIMIZE THE AREA TO BE UNCOVERED,ASTO NOT UNCOVER MORE THAN 20 ACRES ATONE TIME. ION ..'... ..,...,..- . .. ................... ` , .�� '__ .." ... �., ..,. .,. % . .
...'..'.... '___ __�� _.. - ..... �75 -, %. ., . . '. '. '.
CLEARING AND GRUBBING ONLY AS NECESSARY FOR INSTALLATION OF PERIMETER CONTROLS. THE CONTRACTOR 13 TO MAKE EVERY EFFORT TO OUTLET (TYR) . , ... .... ... .. ." " . I ... ... ...
.
MINIMIZE THE AREA TO BE UNCOVERED, AS TO NOT UNCOVER MORE THAN 20 ACRES AT ONE TIME. CLEARING AND GRUBBING ONLY AS NECESSARY FOR "......"-1 ............. ..... ­ I ....... ­*­ ... .�\ `-.:.:�'1--' %, "I "
.................... .... ... ..... �*. - %
INSTALLATION OF PERIMETER CONTROLS, IF MORE THAN 20 ACRES 13 UNCOVERED, THE FOLLOWING CRITERIA MUST BE MET: ......... .. .. ........... . --L:-::�...- .. .. .. ..
INSTALL191LF , ...........'... " ....... ......... ..... :::::.`�. :.:.:, : - *..*.
.. , . - :.
.. '. . . . .,.
a. THE METHODOF LIMITING THE TIME OF EXPOSURE AND AMOUNT OF EXPOSED AREA TO ACHIEVE THE OBJECTIVES OF THIS CHAPTER. SINGLE ROW SILT FENCE _.. I ........... .... ... ...... ... .. .-:. "
. . . . .
. . , , ,
b. A C UT/Fl ILL ANALYSIS THAT S HOWS WH E RE S 0 IL WI ILL BE MOVED F ROM ONE AREA OF rH E TRACT TO ANOTH ER AS GROUND ELEVATION IS CHANGED. (C.O. TO C.O.) ..... .1... .... .,
C. CONSTRUCTION SEQUENCE AND CONSTRUCTION PHASING TO JUSTIFY THE TIME AND AMOUNT OF EXPOSURE. - ___11 � ........ % " ,
d. TECHNIQUES TO BE USED TO PREVENT SEDIMENTATION ASSOCIATED WITH LARGER DISTURBED AREAS. INSTALL 15OLF . , .. -, '.
. I
. .
, .
I CONCENTRATION SINGLE ROW SILT FENCE ... ::..,, 1, \11. _D , : ,:.. :, ... ..,...
1 ) ADDITIONAL EROSION CONTROL MEASURES, STRUCTURES, AND DEVICES TO PREVENT. SEDIMENTATION. OUTLET (TYP.) (C.O. TO END) I ....: :: ....
. ,
2) THE CONTRACTOR SHALL INSPECTAND 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. GRAPHIC SCALE,
5) DAILY LOG SHALL BE MAINTAINED AND KEPT ON SITE AT ALL TIMES IN ACCORDANCE WITH THE NPIDES PERMIT, DAILY LOG SHALL BE I
READILY AVAILABLE FOR INSPECTION BY THE ENGINEER AND NCDEQ INSPECTOR AT ALL TIMES. DAILY LOG SHALL NOTE THE DATE, -60 0 30 60 120 240
CONSTRUCTION ACTIVITIES AND RAINFALL DATA (AT A MINIMUM). I I I I
I
; MM
I I W I
( IN FEET ) I
.
. 1 inch = 60 ft.
I
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.
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I
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CITY OF CHARLOTTE STANDARD NOTES FOR EROSION CONTROL:
1. ALL,,srl)" 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 MORETHAN ONE ACRE WITHOUT AN APPROVED EROSION CONTROL PLAN IS A VIOLATION OF THE
CITY/COUNTY EROSION CONTROL ORDINANCE AND 18 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.
-.4 '. - � -<�ft �'y ,,,
,
'ki, -1 - ��, 8. SLOPES SHALL BE GRADED NO STEEPER THAN 2:1. FILL SLOPES GREATER THAN TEN (10) FEET REQUIRE ADEQUATE
.... --,`��,�-­_ "N '\ TERRACING [CLDSM#30.161. I
�, -�,, 9. A GRADING PLAN MUST BE SUBMITTED FOR ANY LOT GRADING EXCEEDING ONE (1) ACRE THAT WAS NOT PREVIOUSLY
*,�4 -,\, �
4,% -�,�- _\ %,
, , 11\_ APPROVED.
INt"
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� 10. DRIVEWAY PERMIT FOR CONSTRUCTION ENTRANCES IN NGDOT RIGHT OF WAY MUST BE PRESENTED AT
I N
\;�Z,:� �,!,�--!,,� %1% PRE-CON§TRUCTION MEETING.
"r. N ., �,�_ 1% /
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Dep ndable Development, Inc
L1W"_B_r._11J__2aV
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MONROE, NORTH CAROLINA 281 1 0
P: 7o4-238-1229
Project:
CATAWBA PLAINTATION1
T u"' W INIH 0 M E S tF"' H A S' E - 1
.
I
-
Drawing Title:
E R 0 S I 01 ' C D'1 " T R 0 L
FIN/' -'\L PHASE
I
Project No. Drawing No.
3108
DWG File Narne:
3108 -Erosion . Control Plan Ez C - 2.. a

OF SURFACE AREA BAFFLE (TYP
INLET ZONE 25%
OF SURFACE AREA
INLET ZONE 25% GENERAL NOTES:
OF SURFACE AREA
�U 1. DRIVE 5' STEEL POST AT LEAST
OUTLET ZONE 15% 24" INTO SOLID GROUND.
OF SURFACE .AREA -
2. USE STAPLES 1' APART
HORIZONTALLY AND VERTICALLY
F� / TO ATTACH THE FILTER FABRIC
\'v / TO THE WIRE FENCE.
X
3. MINIMUM BAFFLE SPACING IS 10'.
FILL SLOPE
FLOW � X 4. THE FLOOR OF THE BASIN IN
THE OUTLET ZONE AND BERMS
°n SHOULD BE SEEDED
IMMEDIATELY AFTER THE BASIN
IS CONSTRUCTED.
COMPACTED BERM / Fq 5. REFER TO NCESCPDM SECTION
r MIN-- RTH X
° #6.65 FOR ADDITIONAL
SILT FENCE l / eERM SPECIFIATIONS..
FINISH (SEE NOTE 2) / o
GROUND \ Doti z001"/
SEDIMENT BASIN
DESIGN CRITERIA
DRAINAGE
NOTES:
AREA
>10 AC.
(ACRES)
<100 AC.
MIN.
REFER TO NCESCPDM
LENGTH TO
SKIMMER
WIDTH RATIO
2:1
Q10 REQUIRED PROVIDED
REQUIRED
LENGTH TO
6:1
WIDTH RATIO
(FEET)
MIN.
1800
VOLUME
(CU. FT.
REQUIRED
PER AC.
(ACRES)
DISTURBED)
(SQ FT.)
435
SURFACE
AREA
(SQ. FF,
PER CFS
REQUIRED
Q10)
PLAN VIEW
DENUDED
BAFFLE (TYP.)
NOTES:
CLEANOUT
H
Z
L
1.
REFER TO NCESCPDM
SKIMMER
SKIMMER
AREA
AREA
Q10 REQUIRED PROVIDED
REQUIRED
SECTION #6.61 FOR,
DEPTH (FT.)
(FEET)
(FEET)
(FEET)
(FEET)
(FEET)
ADDITIONAL DESIGN
ORIFICE
(ACRES)
(ACRES)
LENGTH
(SQ FT.)
(SQ FT.)
H/2
(SQ_ F.
SPECIFICATIONS REGARDING
PV W PIPE C ELBOPVC
PVC END CAP
REQUIRED
Q10)
DIAMETER
DIAMETER
#1:1 Initial 5.79
5.39
18.01 10,422
SEDIMENT BASINS.
7,836 -1
12,921
1.75ft
3.5ft
5ft
20ft
1.5ft
2.
REFER TO STD. #30.19
2.00"
#1 Final 6.76
6.24
10'
34,374
9,559
1 12,921
1.75ft
FOR BAFFLE SPACING AND
5ft
20ft
1.5ft
MIM.
2.50"
2.00"
•
INSTALLATION.
INFLOW
AND INSTALLATION
3.
FIRST BAFFLE IS TO BE
127 Ben Casey Drive, Suite 101, Port Mill, S.C. 29708 Y: (803) 802-1.799
CONSTRUCTED OF RIP -RAP.
3.
SKIMMER INVERT
DEWATERING
ELEVATION =
WITH A MIN HEIGHT OF 3'
AVERAGE = ARS*
WIDTH LENGTH
DEVICE
BASIN BOTTOM +
AND MIN, TOPWIDTH OF 2'.
1' MIN.
---------
SPILLWAY
4.
4.
FLASHBOARD RISER NOT
r° ® rri com
SPILLWAY
ELEVATION -
, .
PERMITTED FOR USE IN
L
SKIMMER INVERT
RISER
THE CITY OF CHARLOTTE
CROSS-SECTION VIEW
SKIMMER5.
SKIMMER INVERT ELEVATION
AVERAGE AREA*
DEWATERING
= BASIN BOTTOM + 1'
WIDTH. =
LENGTH
DEVICE
MIN.
6.
H = SPILLWAY ELEVATION
* AREA OF BASIN WATERL=20'
- SKIMMER INVERT
SURFACE AT TOP OF PRIMARY
MIN.
ELEVATION
SPILLWAY
CROSS-SECTION VIEW
EE NOTE #3
^'-
\ 1 FREEBOARD IN
6" DEPTH
DI %y OV RAX. EMERGENCYFSPILOLWAY EMBANKMENT
- - - ��..,,, � INFLOW MIN. 1' r+ -T
4'-0" MAX. SPACING X- X-�� X PRIMARY SPILLWAY (RISER) -
�WIDTH AND�grpRq� (TYPICAL) ' MIN.
DEPTH TO BE DESIGNED cR00Np 5' STEEL Posr DEWATERING Z
ZONE H
EMERGENCY
BY ENGINEER (1' MIN) FILTER FABRIC SPILLWAY
FLOW o
8° X 6' TRENCH . CLEANOUT-
NOTE: (/) 5' MIN.
BACKFILL AND COMPACT DEPTH H X 1.5 ANTI -SEEP
FENCE AND FABRIC (H/2) 1' SEDIMENT BAFFLE ( ) COLLAR
1. DITCH SHOULD HAVE LONGITUDINAL SLOPE OF 1%. BURIED IN TRENCH DATA BLOCK STORAGE NOT TO SCALE 1
2. SILT FENCE MAY BE REQUIRED BEHIND BERM o
Nlr)T Tn grzAi T NinT T(1 grAI T
BASIN DRAINAGE
DENUDED
BASIN VOLUME
BASIN SURFACE AREA
CLEANOUT
H
Z
L
T
W
SKIMMER
SKIMMER
AREA
AREA
Q10 REQUIRED PROVIDED
REQUIRED
PROVIDED
DEPTH (FT.)
(FEET)
(FEET)
(FEET)
(FEET)
(FEET)
PIPE
ORIFICE
(ACRES)
(ACRES)
(CUBIC FT.) (CUBIC FT.)
(SQ FT.)
(SQ FT.)
H/2
(SQ_ F.
j a • d a �i
OR
PV W PIPE C ELBOPVC
PVC END CAP
REQUIRED
Q10)
DIAMETER
DIAMETER
#1:1 Initial 5.79
5.39
18.01 10,422
34,374
7,836 -1
12,921
1.75ft
3.5ft
5ft
20ft
1.5ft
5ft
2.50"
2.00"
#1 Final 6.76
6.24
21.97 12,168
34,374
9,559
1 12,921
1.75ft
3.5ft
5ft
20ft
1.5ft
5ft
2.50"
2.00"
SKIMMER SEDIMENT BASIN
ARM ASSEMBLY
o
DRAINAGE
�mIn
AREA
°
„C" ENCLOSURE
(ACRES)
STEEL POST- ..,...mss. 8' MAX.
STEEL POST
°
LENGTH TO
2:1
CLASS I RIP RAP WIRE FENCING
°
MAX.
WIRE FENCING =
WATER ENTRY UNIT
WIDTH RATIO
---T T
PERSPECTIVE VIEW
VOLUME
(CU. FT.
WOVEN FILTER FABRIC - _ j
PER AC.
DISTURBED)
- Cl)
�.
PVC VENT H L
EPIPE 40
SURFACE
(SQ_ F.
j a • d a �i
OR
PV W PIPE C ELBOPVC
PVC END CAP
REQUIRED
Q10)
_� _= III=III=III=f= l I f=I1� 1 I 1=1� 111 III=1(T=111= I �f t�=t-t1"TAW
WATER SURFACE
o I=III=III=III =III=I II=III=III=III=III=III=III=III=IIIE I II=III=III=I II=III II=III=III=PVC
N _III=III=ILL=III III=III=III=III=III=LII=III=III=III=III=III=III=III=III=III=I III=III=I �
=III=III=III- I I=► i t=1 11 11=III=I I I=I I I=I 11111=LII=I I=I I=I I L=1_LI-I I-
END CAP /�
°
111�. Joe Harris ,& Associates, Inc.
-III=III=I
I
PVC PIPE
SKIMMER SEDIMENT
=III,=III=III=III=III- ;III-III=III=III=III=III=III- =III=11
1/2" HOLES IN �
10'
SKIMMER SEDIMENT BASIN
DESIGN CRITERIA
DRAINAGE
�mIn
AREA
< 10 AC.
(ACRES)
MIN.
#1 Initial 2.08 1.94 6.73 3,744 19,351 2,929 6,852 1.5ft aft
LENGTH TO
2:1
WIDTH RATIO
MAX.
LENGTH TO
6:1
WIDTH RATIO
MIN.
1800
VOLUME
(CU. FT.
REQUIRED
PER AC.
DISTURBED)
325
SURFACE
(SQ_ F.
AREA
PER CFS
REQUIRED
Q10)
em.� One -Call Center
Call t, " 1, : ' you
r- 1 -/-AIN V I E W
- 14 v I
SCHEMATIC OF SKIMMER TAKEN FROM PENNSYLVANIA EROSION AND SEDIMENT POLLUTION CONTROL MANUAL, MARCH 2000.
�mIn
BASIN DRAINAGE DENUDED BASIN VOLUME BASIN SURFACE AREA CLEANOUT H
AREA AREA Q10 REQUIRED PROVIDED REQUIRED PROVIDED DEPTH (FT.) (FEET)
(ACRES) (ACRES) (CUBIC FT.) (CUBIC FT.) (SQ FT.) (SQ FT.) H/2
1.
REFER TO
m g M SEAL 2 % Lj ° w SEAL z m
c - $ c> C-4168 y o s 036836
®® oF W o° q° ®� o°�c9 ��o
>' '1i ,
°° Fri'/
#1 Initial 2.08 1.94 6.73 3,744 19,351 2,929 6,852 1.5ft aft
4.5ft 10ft 1.5ft
NCESCPDM
"H" REFERS TO THE HEIGHT FROM INVERT OF FLEXIBLE HOSE ON SKIMMER TO THE INVERT OF THE PRIMARY SPILLWAY.
NOT TO SCATF
SECTION #6.64
L
#1 Final 1.72 1.58 6.00 3,096 19,351 2,612 6,852 1.5ft 3ft
nal -- -.
4.5ft 10ft 1.5ft
EMBANKMENT
FOR ADDITIONAL
LENGTH
DESIGN
SPECIFICATIONS
REGARDING
°
111�. Joe Harris ,& Associates, Inc.
SKIMMER SEDIMENT
INFLOW ---�
10'
BASINS.
MIN.
2.
REFER TO STD.
y
Engineering a Lana Surveying • Planning
•
#30.19. FOR
BAFFLE SPACING
Management
AND INSTALLATION
127 Ben Casey Drive, Suite 101, Port Mill, S.C. 29708 Y: (803) 802-1.799
SKIMMER
3.
SKIMMER INVERT
DEWATERING
ELEVATION =
AVERAGE = ARS*
WIDTH LENGTH
DEVICE
BASIN BOTTOM +
EMERGENCY
1' MIN.
* AREA OF BASIN WATER
SURFACE AT TOP OF PRIMARY
SPILLWAY
4.
H = SPILLWAY
r° ® rri com
SPILLWAY
ELEVATION -
, .
L
SKIMMER INVERT
ELEVATION
CROSS-SECTION VIEW
BAFFLES
" ' I I -III-III- I I l=1 I I -I (I=III_ III
PVC TEE UNDERSIDE % 1' FREEBOARD W=5' MIN. This drawing shall not be used for construction purposes until the
-III- 5
STEEL POST �G `��N PVC TEE ORIFICE PLATE 6" MAX. DEPTH OF FLOW EMBANKMENT seal and signature of the responsible registrant appears on the
OVER EMERGENCY SPILLWAY drawing, and proper permit forms and related fees are transmitted
WIRE FENCING INFLOW BAFFLE(7-
SPILLWAY T=1.5' MIN.
by the Owner, Owner's Agent or Contractor to the Authority
ILT FENCE FLEXIBLE Z=5' MAX.
CLASS I RIP RAP HOSE SCHEDULE 40 _ having jurisdiction.
CONCENTRATION OUTLETS #5 WASHED STONE Q PVC PIPE DEWATERING
�t f ZONEH=2' MIN. .EMERGENCY Corporate Sara! Engineer°s Seal
N CARO o%%011111111111111
INSPECTION AND MAINTENANCE N D 6° 5\O FILTER FABRIC CLEANOUT SKIMMER ARM ,®�°0®�N `oo ®o®e�� CARO',,o
INSPECT EVERY SEVEN CALENDAR DAYS. CHECK FOR SEDIMENT BUILDUP AND WIRES/STONE INTEGRITY. CHECK WHERE RUNOFF \�� _ ° �;,° �/ o0
F END VIEW FRONT VIEW DEPTH 1' SEDIMENT LENGTH %
HAS ERODED AROUND THE OUTLET, OR WHERE THE WIRE HAS SAGGED OR COLLAPSED BY OVERTOPPING. REMOVE SEDIMENT (H/2) STORAGE H X 1.5 COLLAR
EEP ° c�®� SSS/pN °?S! od® ®°o Q�OE ESS/0�°"?S/ ,®®
ACCUMULATED AGAINST THE STONE WHEN IT REACHES 1/3 THE HEIGHT OF THE STONE, ESPECIALLY IF HEAVY RAINS ARE EXPECTED. f P t (MIN. 5') NOT TO SCALE
DATA BLOCK
REMOVE TRAPPED SEDIMENT FROM THE SITE OR STABILIZE IT ON SITE 8 m o
REPiIOVE 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.
SCHEMATIC OF SKIMMER TAKEN FROM PENNSYLVANIA EROSION AND SEDIMENT POLLUTION CONTROL MANUAL, MARCH 2000.
BASIN DRAINAGE DENUDED BASIN VOLUME BASIN SURFACE AREA CLEANOUT H
AREA AREA Q10 REQUIRED PROVIDED REQUIRED PROVIDED DEPTH (FT.) (FEET)
(ACRES) (ACRES) (CUBIC FT.) (CUBIC FT.) (SQ FT.) (SQ FT.) H/2
Z L T
(FEET) (FEET) (FEET)
W SKIMMER SKIMMER
(FEET) PIPE ORIFICE
DIAMETER DIAMETER
m g M SEAL 2 % Lj ° w SEAL z m
c - $ c> C-4168 y o s 036836
®® oF W o° q° ®� o°�c9 ��o
>' '1i ,
°° Fri'/
#1 Initial 2.08 1.94 6.73 3,744 19,351 2,929 6,852 1.5ft aft
4.5ft 10ft 1.5ft
5ft 2.50" 1.00".
"H" REFERS TO THE HEIGHT FROM INVERT OF FLEXIBLE HOSE ON SKIMMER TO THE INVERT OF THE PRIMARY SPILLWAY.
NOT TO SCATF
�yy��
°° ° Q�
',�,�°°° °°°�° ° ., °°°°°°°a°
o /�jc+ „ �c(lG\Q.e /('rte �A\� .°
#1 Final 1.72 1.58 6.00 3,096 19,351 2,612 6,852 1.5ft 3ft
nal -- -.
4.5ft 10ft 1.5ft
5ft 2.50" 1.00"
� CITY' OF CHARLOTTE ® �0'°�annn►®+°®®° ��.... ��r�®'®®®
CITY OF CHARLOTTE
LAND DEVELOPMENT STANDARDS S K I M M E RsrD: No. R LAND DEVELOPMENT STANDARDS SKIMMER SEDIMENT BASIN STD. No. REV.
CI d E, INCLUDES CHARLOTTE ETd TE. INCLUDES CHARLOTTE ETJ�C.C2A �3 Project Manager Drawn
o'
J. Hegemann R. Patel
° ° Department Manager Checked
P. Murphy P. Murphy
Print/Plot Date
NOTES: 05-14-2019
Asbuilt Drawn Asbuilt Date
6' MAX. STEEL POST 1 TRAFFICLIZED ENTRANCE WILL ENTER OR EA THE OF 5WASHED STONE CONSTRUCTION STEDONTO A PUBLIC LAST STREET.ALL BE LOCATED WHERE
GENERAL NOTES: STEEL POST
1. AREA UNDER EMBANKMENT SHALL BE CLEARED, GRUBBED, AND STRIPPED OF ANY VEGETATION AND ROOT MATERIAL. THE BASIN AREA SHALL BE CLEARED, 2. FILTER FABRIC OR COMPACTED CRUSHER RUN STONE SHALL BE USED AS A BASE FOR THE CONSTRUCTION ENTRANCE. Client
2. THE FILL MATERIAL FOR THE EMBANKMENT SHALL BE FREE OF ROOTS OR OTHER WOODY VEGETATION AS WELL AS OVERSIZED STONES, ROCKS, 3. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOWING OF SEDIMENT
z a✓ FILTER FABRIC
ORGANIC MATERIAL OR OTHER OBJECTIONABLE MATERIAL. THE EMBANKMENT SHALL BE COMPACTED BY TRAVERSING WITH EQUIPMENT WHILE BEING w ONTO PUBLIC STREETS OR EXISTING PAVEMENT. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL
CONSTRUCTED. SPILLWAYS SHOULD NOT BE CONSTRUCTED THROUGH FILL SECTIONS. ALL SPILLWAYS SHOULD BE LINED AND/OR RIPRAPPED, WOVEN FILTER FABRIC' o �� STONE AS CONDITIONS WARRANT AND REPAIR OR CLEANOUT OF ANY MEASURES USED TO TRAP SEDIMENT: e�1dabiO Development,
ie\lelOent1 Inc
3. SEDIMENT SHALL BE REMOVED AND TRAP RESTORED TO ITS ORIGINAL DIMENSIONS WHEN THE SEDIMENT HAS ACCUMULATED To DEPTH SHOWN ON STANDARD. `� FLOW 5�oe 4. ANY SEDIMENT SPILLED, DROPPED, WASHED, OR TRACKED ONTO PUBLIC STREETS MUST BE REMOVED IMMEDIATELY.
Cq
REMOVED SEDIMENT SHALL BE DEPOSITED IN A SUITABLE AREA IN SUCH A MANNER THAT IT WILL NOT ERODE. Fey ANY AGGREGATE TRACKED INTO THE ROADWAY MUST BE SWEPT BACK ONSITE ON A NIGHTLY BASIS, 2656 BREKONRIDGE CENTRE DRIVE,104
4. THE TRAP SHALL BE INSPECTED AFTER EACH RAIN AND REPAIRS MADE AS NECESSARY. I -_- j _ _ _ = e _ - _ - - - g _ _ 5. WHEN APPROPRIATE, WHEELS MUST BE CLEANED TO REMOVE SEDIMENT PRIOR TO ENTERING A PUBLIC STREET. WHEN MONROE NORTH CAROLINA 28110
i_ Tfi - Tff lTf Tf1 - II �I-
5. CONSTRUCTION OPERATION SHALL BE CARRIED OUT IN SUCH A MANNER THAT EROSION AND WATER POLLUTION IS MINIMIZED. o LF III== I II -II 1=1 1=11�IIH11-III 11=f1 �1=I 1=11 I 11= =1� - _ WASHING IS REQUIRED, IT SHALL BE DONE IN AN AREA STABILIZED WITH CRUSHED STONE WHICH DRAINS INTO AN
N - - APPROVED SEDIMENT BASIN SEE STD. NO. 30.11B. P: 704-238-1229
6. ALL CUT AND FILL SLOPES SHALL BE 2:1 OR FLATTER, UNLESS CERTIFIED BY REGISTERED GEOTECHICAL ENGINEER. _ jjLT[--L[G-T�Tr�_j( IT 4 MIN.
IIS` r]li fll-Till- 1-I� �ITl(--III=TJTI-) . 6. CDOT MAY REQUIRE A STANDARD COMMERCIAL DRIVEWAY (STD. 10.24 & 10.25) TO
7. SEDIMENT BASIN EMBANKMENTS SHOULD BE PROVIDED WITH EROSION CONTROL AND STABILIZATION. 11=TI LIITII I II
ACCESS THE CONSTRUCTION SITE IF THE DRIVEWAY IS ON A THOROUGHFARE.
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. GENERAL NOTES: 100' MIN. Project:
9. THE LENGTH OF THE STONE OUTLET (SPILLWAY) IS TO BE BASED ON A 10 YEAR STORM. PUBLIC STREET
1. WOVEN FILTER FABRIC BE USED WHERE SILT FENCE IS TO REMAIN FOR A PERIOD OF -
10. WHENEVER TOPOGRAPHY ALLOWS, THE BASIN LENGTH SHOULD BE TWICE (2X) THE BASIN WIDTH, TO ALLOW FOR SETTLING, MORE THAN 30 DAYS:
BAFFLES SHALL BE INSTALLED IN ALL BASINS. EXISTING GROUND'x
2. STEEL POSTS SHALL BE 5'-0' IN HEIGHT AND BE OF THE SELF -FASTENER ANGLE STEEL
11. CLEANOUT STAKES SHALL BE PLACED IN ALL SEDIMENT BASINS AT THE LOW POINT IN THE BASIN. THE STAKES SHALL BE MARKED TYPE, MAINTENANCE NOTES: SOIL STABILIZATION FABRIC
SHOWING THE HALF FULL, CLEANOUT POINT, OF THE BASIN. UNDER #5 WASHED STONE
12. SAFETY FENCING 3' HIGH SHOULD BE PLACED AROUND ALL SEDIMENT BASINS. 3. TURN SILT FENCE UP SLOPE AT ENDS. 1. FILTER BARRIERS SHALL BE INSPECTED BY THE FINANCIALLY RESPONSIBLE PARTY TOWNHOMES PHASE -1
OR HIS AGENT IMMEDIATELY AFTER EACH RAINFALL AND AT LEAST DAILY DURING
13.
FOR DESIGN OF SEDIMENT BASINS, REFER TO THE NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES, 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.
EROSION ANDSEDIMENT CONTROL_ PLANNING AND DESIGN MANUAL. ADJACENT TO SWIM BUFFERS, STREAMS OR WETLANDS (REFER TO SWIM BUFFER
F GUIDELINES). THE COLOR ORANGE IS RESERVED FOR VISUAL IDENTIFICATION OF 2. SHOULD THE FABRIC DECOMPOSE OR BECOME INEFFECTIVE PRIOR TO THE END
14. FOR SLOPES GREATER THAN 10' IN LENGTH AND PROTECTED BY SILT FENCE AT THE TOE OF THE SLOPE, SLOPE TERRACING WILL BE REQUIRED. ENVIRONMENTALLY SENSITIVE AREAS. OF THE EXPECTED USABLE LIFE AND THE BARRIER STILL IS NECESSARY, THE w
15. THE BERM ON SEDIMENT BASINS SHALL BE SEEDED ONCE FINAL GRADE HAS BEEN REACHED. THE SILT FENCE MAY 8E REMOVED iF PERMISSION FABRIC SHALL BE REPLACED PROMPTLY. OeIiFI 9fio
HAS BEEN GRANTED BY THE CITY LAND DEVELOPMENT INSPECTOR AFTER THE GRASS HAS GERMINATED AND STABLE GROUND HAS BEEN 5. DRAINAGE AREA CAN NOT BE GREATER THAN 1/4 ACRE PER 100 FT OF FENCE. D_
ESTABLISHED. 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
16. WASHED STONE AND WIRE BACKING SHALL BE USED WITH SILT FENCE 'WHENEVER SILT FENCE IS PLACE AT EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL. AFTER THE SILT FENCE IS REMOVED SHALL BE DRESSED TO CONFORM TO THE CJ
THE TOE OF A SLOPE >10' VERTICAL OR ALONG ANY CHANNEL OR WATER COURSE WHERE 50' OF BUFFER EXISTING GRADE, PREPARED AND SEEDED. bDEROSION
IS NOT PROVIDED. 7. DO NOT INSTALL SEDIMENT FENCE ACROSS STREAMS, DITCHES, WATERWAYS OR OTHER m
AREAS OF CONCENTRATED FLOW.
_ _ s
a- DETAILS
Project No. Drawing No.
3108
CLING File Name:
3108 Erosion Control Plan

F
ERAL NOTES:
RAP SIZE TO BE DESIGNED BY ENGINEER.
CK 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
111-11=n1_ _ A MAXIMUM SPACING B
11 dll=ltl
1=111-Ill=111_111111=111; a1=11L111_1!J_ 1-111,111_
A AND B ARE AT EQUAL ELEVATIONS
V-6" MIN.
V-6" MIN.
-ONE
AX
NTER
CROSS SECTION
0
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:
6.0ft
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:
16ft
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
12ft
TOOL
SEEDING DATES:
1ft
MAY 1 - AUG. 15
MAINTENANCE:
REFERTILIZEIF 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
�1'UI''-ql= .,._FILTER CLOTH
n1a-ut- 111=1„= MAINTENANCE:
I=1-''=-
=IIREPAIR AND REFERTILIZE DAMAGED AREAS IMMEDIATELY. TOPDRESS WITH 50 LB/ACRE OF NITROGEN IN
11 - 41�41c 11'=1ji=111=11-111-1j1-11-11i-11i 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.
PLAN 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
NOT TO SCALE THE CHARLOTTE LANDSCAPE CONSTRUCTION STANDARDS SECTION 04200 SEEDING AND SODDING OF TURFGRASS.
® CITY OF CHARLOTTE ® CITY OF CHARLOTTE
LAND DEVELOPMENT STANDARDS TEMPORARY ROCK CHECK DAM srD. No. REv. LAND DEVELOPMENT STANDARDS TEMPORARY SEEDING SCHEDULE =;�NQREv.IARL®TTE- INCLUDES CHARLOTTE ETJ 30.10 �� (Y1 C.INCLUDES CHARLOTTE ETJ 9
0 0
GENERAL NOTES: NOTES:
1. UNIFORMLY GRADE A SHALLOW SEE APPROVED TREE 1. REMOVE ALL BARRIERS UPON COMPLETION OF PROJECT.
DEPRESSION APPROACHING THE PRESERVATION PLAN FOR \� 2. LANDSCAPING PLANS SHALL SHOW THE LOCATIONS OF ALL TREE PROTECTION FENCES.
INLET. REQUIRED RADIUS 3. REFER TO CITY OF CHARLOTTE LANDSCAPE CONSTRUCTION STANDARDS SECTION 01000
OF TREE BARRIER FOR GENERAL SPECIFICATION REGARDING TREE PROTECTION.
2. DRIVE 5 -FOOT STEEL POSTS 2 FEET � _�
INTO THE GROUND SURROUNDING THE f
INLET, SPACE POSTS EVENLY AROUND I 4' MAX: -a /
THE PERIMETER OF THE INLET, A 19 -GAUGE HARDWARE CLOTH
MAXIMUM OF 4 FEET APART. _ ---------------
MESH OPENINGS) _�-
3. SURROUND THE POSTS WITH WIRE----------- --XX XX 11111X
___ > -`
MESH HARDWARE CLOTH. SECURE
THE WIRE MESH TO THE STEEL
POSTS AT THE TOP, MIDDLE, AND
BOTTOM. PLACING A 2 -FOOT FLAP NCDOT #5 OR #57 /
OF THE WIRE MESH UNDER THE WASHED STONE 2'
GRAVEL FOR ANCHORING IS T.
RECOMMENDED.
4. PLACE CLEAN GRAVEL (NC DOT #5?�J
�16" MIN.
OR #57 STONE) ON A 2:1 SLOPE __. _
WITH A HEIGHT OF 16 INCHES PLAN VIEW OF ROOT ZONE
AROUND THE WIRE, AND SMOOTH TO
AN EVEN GRADE. �
�-
5. ONCE THE CONTRIBUTING DRAINAGE ONE FOOT FOR EACH
AREA HAS BEEN STABILIZED, REMOVE NCDOT #5 OR #57
ACCUMULATED SEDIMENT, AND WASHED STONE INCH OF TRUNK DIAMETER w
ESTABLISH FINAL GRADING OR 1/2 HEIGHT OF TREE
ELEVATIONS. FILTERED FOR PRUNING SEE WHICHEVER IS GREATER
WATER INTERNATIONAL SOCIETY
OF ARBORICULTURE SPECS6' MINIMUM WIDTH
. o
6. COMPACT THE AREA PROPERLY AND FOR 2" CAL. TREES 6" BARK MULCH, PLACE BARK
STABILIZED IT WITH GROUNDCOVER. MULCH AT AREAS NOT
DEAD TREES AND .SCRUB OR UNDER o PROTECTED BY BARRIER.
GROWTH SHALL BE CUT FLUSH WITH.'
TREE LIMB ADJACENT GRADE. NO GRUBBING -J
I REMOVAL ALLOWED UNDER DRIP LINE. V
2"x4 STANDARDS + 1 `x4" RAILS
OR ORANGE SAFETY FENCING
MAY BE USED. =1IVE;lII�
- II�IIIII�II I:IIIIII: 11=111
NOT TO SCALE
CITY OF CHARLOTTE HARDWARE CLOTH AND GRAVEL CITY OF CHARLOTTE
LAND DEVELOPMENT STANDARDSLAND DEVELOPMENT STANDARDS TREE PROTECTION DETAIL R� 0
�IU1flILCYIvI�_
INCLUDES CHARLOTTE ETJ INLET PROTECTION 30.09 1 TE INCLUDES CHARLOTTE ETJ 40.02
a
0
0
NOTES: NOTES: W2
1. INLET MAINTENANCE SHALL BE DOCUMENTED IN PROJECT LOG BOOK. 1. CLASS OR MEDIAN SIZE OF RIPRAP AND LENGTH, WIDTH AND DEPTH OF APRON END OF FARED SECTION
2. FILTER TYPES SHALL BE APPROVED BY THE CITY INSPECTOR PRIOR To BE DESIGNED BY THE ENGINEER.
TO INSTALLATION, 2. REFER TO THE CHARLOTTE MECKLENBURG STORM WATER DESIGN MANUAL FOR
3. FILTER BAGS MAY BE REMOVED WHEN SITE IS STABILIZED AT THE RIPRAP APRON DESIGN STANDARDS.
DIRECTION OF THE ENGINEER.
4. FILTER BAGS SHALL BE REMOVED PRIOR TO STREET ACCEPTANCE 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
AND/OR CLOSE OUT OF GRADING PERMIT. 2:1 AND A HEIGHT NOT LESS THAN TWO THIRDS THE PIPE DIAMETER OR
5. FILTER BAGS SHALL BE CLEANED OR REPLACED ON A REGULAR CULVERT HEIGHT.
BASIS (NOT BE MORE THAN HALF FULL AT ANY TIME). 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
6. FILTER BAGS MAY BE INSTALLED IN EXISTING CITY OR NCDOT ROADS SHALL BE UNDERCUT SO THAT THE INVERT OF THE APRON SHALL BE AT THE
AS LONG AS STORM DRAINAGE IS NOT IMPEDED. SAME GRADE (FLUSH) WITH THE SURFACE OF THE RECEIVING CHANNEL. THE
HOOD 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 g 3
WIDTH OF THE RECEIVING CHANNEL. MAXIMUM TAPER TO RECEIVING CHANNEL 5:1 0
GRATE 6. ALL SUBGRADE FOR STRUCTURE TO BE COMPACTED TO 957 OR GREATER.
7. THE PLACING OF FILL, EITHER LOOSE OR COMPACTED IN THE RECEIVING I W1
GRATE - `-P CHANNEL SHALL NOT BE ALLOWED. r END OF APRON 1
8. NO BENDS OR CURVES IN THE HORIZONTAL ALIGNMENT OF THE APRON
EXPANSION 1" REBAR FOR BA - WILL BE PERMITTED. PLAN
RESTRAINT REMOVAL FROM INLET 9. FILTER FABRIC SHALL BE INSTALLED ON COMPACTED SUBGRADE PRIOR TO
PLACEMENT OF RIP RAP.
D pL� 10. ANY DISTURBED AREA FROM END OF APRON TO RECIEVING CHANNEL O X SLOPE
FILTER BAG p DEFLECTOR REQUIRED WHEN USED ON MUST BE STABILIZED. ��Bu Dll�ll�ua
I� EXISTING MAINTAINED STREETS. "
DUMP LOOPS DEFLECTOR SHALL BE PLACED SUCH THAT USE USDA NOMOGRAPH FROM NC SEDIMENT AND EROSION CONTROL MANUAL OR H I' MIN.
IT WILL NOT COMPLETELY OBSTRUCT STORM CHARLOTTE MECKLENBURG STORM WATER DESIGN MANUAL FOR DESIGN DATA. 1._y." 1' MIN. _
FILTER FABRIC LAP
WATER FLOW FROM ENTERING VIA THE CURB
OPENING. ENSURE NO MORE THAN 25% OF
CURB OPENING IS OBSTRUCTED.
D
CATCH BASIN
D R OUTLET
n
0
LOCATION
- OUTLET -
La
W1
W2
"T -
H
POND #1
FES4100
loft
12ft
4.5ft
1.25ft
1ft
POND #1
FES#200
131ft
15ft
6.0ft
1.251ft
1.33ft
POND#2
FES#300
loft
12ft
4.5ft
1.25ft
1ft
POND #1
58'-24"RCP
1 f
16ft
6.Oft
1.125ft
1.67ft
POND #2
25'-18" RCP
loft
12ft
4.5ft
1.251ft
1ft
+' d50 (see fig 8.06 aft "NC SEDIMENT AND EROSION CONTROL MANUAL"
dmdx = 1.5 x d50
T = 1.5 X dmax.
SECTION INSTALLATION T(min.)=10"
NOT TO SCALE
® CITY OF CHARLOTTE ® CITY OF CHARLOTTE
LAND DEVELOPMENT STANDARDS CATCH BASIN INLET PROTECTION sTo. No. REV. LAND DEVELOPMENT STANDARDS
C r'rL: INCLUDES CHARLOTTE ETJ 3 0.1 5 11 3 01"rE- INCLUDES CHARLOTTE ETJ
0 0
(IF NEEDED)
ELEVATION
NATURAL GRADE
kY RIP RAP
H
�Ym T r-ICKNESS)=10" MIN.
NOTE; LAYER OF FILTER FABRIC
MINIMUM H=2/3 PIPE DIAMETER
SECTION B -B
RIPRAP APRON AT PIPE OUTFALLS
OTHER THAN AT SWIM
20.23 7
HATE ISSUED FOR KIEV
05114119 initial Submittal to City of Charlotte & NCDOT 0
gt
ow V1 ha
Naa CIII One -Call Center Call before u dig.
Engineer:
FIN
R. Joe Harris & Associates, Inc.
Engineering • Land Surveying ®Planning
Management
127 Ben Casey Drive, Suite 101, Fort Mill, S.C.29708 Y: [phone]
www.rjoe'l-larris.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®enuIIA111111 a®e®eeuerat�ar'�,®
®.` CARp� CARO �®
® ° .�
%♦ ♦ o °°°,° ° �®
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ow
SEAL zo = oW SEAL zo
9 C-4168 "® o 036836 s a
° °
Project Manager
Drawn
J. Hegemann
R. Patel
Department !Manager
Checked
P. Murphy
P. Murphy
Print/Plot Date
05-14-2019
Asbuilt Drawn
T Asbuilt Date
Client
Dependable Development, Inc
2656 BREKONRIDGE CENTRE DRIVE,104
MONROE, NORTH CAROLINA 28110
P'. 704-233-1229
Project:
CATAWBA PLANITATION
-1
Dra1Jving Title:
I L
DETAIL
Project No. Draiving No.
3108
DWG File Name:
3108 Erosion Control Plan

PROPOSED
PROPOSED
CONCENTRATION
OUTLET (TYP.)
CAFE I ISU D FOR REV
05/14/19 Initial Submittal to City of Charlotte & NCDOT 0
NOTE: NOTE: NOTE.
SILT FENCE TO BE INSTALLED BY LOT OWNERNOTE:
SILT FENCE TO BE INSTALLED BY LOT OWNER SILT FENCE TO BE INSTALLED BY LOT OWNER
PRIOR TO CONSTRUCTION AND TO BESILT FENCE TO BE INSTALLED BY LOT OWNER
PRIOR TO CONSTRUCTION AND TO BE PRIOR TO CONSTRUCTION AND TO BE
MAINTANED UNTIL LOT IS GRADED AND TURF MAINTANED UNTIL LOT IS GRADED AND TURF PRIOR TO CONSTRUCTION AND TO BE MAINTANED UNTIL LOT IS GRADED AND TURF
MAINTANED UNTIL LOT IS GRADED AND TURF
IS ESTABLISHED. IS ESTABLISHED. IS ESTABLISHED. IS ESTABLISHED,
LOT SILT FENCE PLAN #1 LOT SILT FENCE PLAN #2LOT SILT FENCE PLAN #3 LOT SILT FENCE PLAN #4
N.T.S. N.T.S. N.T.S.
N.T.S.
w what's J below.
N" & a a One -Call Center C811 before you dig.
Engineer:
PROPOSED
CONCENTRATION
OUTLET (TYP.)
PROPOSED SILT FENCE (TYP.) SILT FENCE (TYP.)
CONCENTRATION j
OUTLET (TYP.)
❑ ❑
SLOPE
NEW ❑ ❑
HOME PROPOSED HOME SLOPE PROPOSED HOME PROPOSED O E PROPOSED
0 UNDER NEW NEW
STOCKPILE <� UNDER STOCKPILE, Q UNDER SLOPE STOCKPILE., 2 UNDER SLOPE/STOCKPILE,❑
OCONSTRUCT. LOCATION G1 CONSTRUCT. LOCATION mQ CONSTRUCT. LOCATION O CONSTRUCT. LOCATION
(YJ �� ❑ °J R R. ®e Harris Associates Inc..
Um m LL'J
J� U� Um Um a
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EL SILT FENCE (TYP.) �o m� m �_ Engineering - Land Surveying • Planning
EL nRY
❑
0- to CONSTRUCTION SILT FENCE (TYP.) no
E3
❑ p p q ENTRANCE a`O TEMPERARY �� TEMPERARY
[] ❑ ❑ ❑ ❑ ENTRANCETION CONSTRUCTION —� ❑ Management
'ENTRANCE
PROPERTY ❑ ❑ ❑ ❑ ❑ ❑ 127 Ben Casey Drive, Suite 101; Fort Mill, S.C.29708 P: (803) 8021799
TEMPERARY PROPERTY PROPERTY PROPERTY
CONSTRUCTION LINE LINE LINE LINE
W ENTRANCE
z w
UJ w
_zz w
_ w
CONCENTRATION ®��
z LU
PROPOSED $ z PROPOSED J z d V . r� � h a rri � . �
CONCENTRATION
a OUTLET (TYP) OUTLET (TYP.) a
NOTE: NOTE: NOTE:
SILT FENCE TO BE INSTALLED BY LOT OWNERSILT FENCE TO BE INSTALLED BY LOT OWNER
NOTE: SILT FENCE TO BE INSTALLED BY LOT OWNER
PRIOR TO CONSTRUCTION AND TO BEPRIOR TO CONSTRUCTION AND TO BE
SILT FENCE TO BE INSTALLED BY LOT OWNER PRIOR TO CONSTRUCTION AND TO BE This drawing shall not be used for construction purposes until the
MAINTANED UNTIL LOT IS GRADED AND TURFPRIOR TO CONSTRUCTION AND TO BE MAINTANED UNTIL LOT IS GRADED AND TURF
MAINTANED UNTIL LOT IS GRADED AND TURF seal and signature p g pp
IS ESTABLISHED, MAINTANED UNTIL LOT IS GRADED AND TURF g ture of the responsible registrant appears on the
IS ESTABLISHED. IS ESTABLISHED.
IS ESTABLISHED. drawing, and proper permit forms and related fees are transmitted
by the Owner, Owner's Agent or Contractor to the Authority
LOT SILT FENCE PLAN #5 LOT SILT FENCE PLAN #6 LOT SILT FENCE PLAN #7 LOT SILT FENCE PLAN #8 having jurisdiction.
N.T.S. N.T.S. N.T.S. N.T.S. Corporate Seal Engineer's Seal
®0'111'lllil!!!!'®
CARO
©e FESS/o q -Z®�OFESS,
om SEAL °W SEAL 21
c C-4168 e - -.N 036836 = o
f1SJoy�1111111 It�+&� 19 I'F1 11111111'`
Project Manager Drawl
J. Hegemann
R. Patel
Department Manager
P. Murphy
Checked
P. Murphy
CONCENTRATION
Asbuilt Drawn
_
Asbullt Date
OUTLET (TYP.)
CONCENTRATION
OUTLET (TYP.)
SILT FENCE (TYP.)
OUTLET (TYP.) SILT FENCE (TYP.)
SILT FENCE (TYP.)
❑ ❑ ❑ ❑
51LT FENCE (TYP.)
o o
SLOPE
M
NEW ----- ---7��LQPE
<t
HOME
❑ UNDER STOCKPILE \
HOME PROPOSED,HOME
HOME PROPOSED
tt
ox
¢OU
CONSTRUCT. LOCATION
<1
a
UNDERSTOCKPILE<1
CONSTRUCT.
❑ LOCATION
UNDER
¢�
SLOPE STOCKPILE,
CON UNDER SLOPE
LOCATION
o
CONSTRUCT. SLOPE LOCATIONS
< J
O
Um
®—
Xm
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05/14/19 Initial Submittal to City of Charlotte & NCDOT 0
NOTE: NOTE: NOTE.
SILT FENCE TO BE INSTALLED BY LOT OWNERNOTE:
SILT FENCE TO BE INSTALLED BY LOT OWNER SILT FENCE TO BE INSTALLED BY LOT OWNER
PRIOR TO CONSTRUCTION AND TO BESILT FENCE TO BE INSTALLED BY LOT OWNER
PRIOR TO CONSTRUCTION AND TO BE PRIOR TO CONSTRUCTION AND TO BE
MAINTANED UNTIL LOT IS GRADED AND TURF MAINTANED UNTIL LOT IS GRADED AND TURF PRIOR TO CONSTRUCTION AND TO BE MAINTANED UNTIL LOT IS GRADED AND TURF
MAINTANED UNTIL LOT IS GRADED AND TURF
IS ESTABLISHED. IS ESTABLISHED. IS ESTABLISHED. IS ESTABLISHED,
LOT SILT FENCE PLAN #1 LOT SILT FENCE PLAN #2LOT SILT FENCE PLAN #3 LOT SILT FENCE PLAN #4
N.T.S. N.T.S. N.T.S.
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SILT FENCE TO BE INSTALLED BY LOT OWNERSILT FENCE TO BE INSTALLED BY LOT OWNER
NOTE: SILT FENCE TO BE INSTALLED BY LOT OWNER
PRIOR TO CONSTRUCTION AND TO BEPRIOR TO CONSTRUCTION AND TO BE
SILT FENCE TO BE INSTALLED BY LOT OWNER PRIOR TO CONSTRUCTION AND TO BE This drawing shall not be used for construction purposes until the
MAINTANED UNTIL LOT IS GRADED AND TURFPRIOR TO CONSTRUCTION AND TO BE MAINTANED UNTIL LOT IS GRADED AND TURF
MAINTANED UNTIL LOT IS GRADED AND TURF seal and signature p g pp
IS ESTABLISHED, MAINTANED UNTIL LOT IS GRADED AND TURF g ture of the responsible registrant appears on the
IS ESTABLISHED. IS ESTABLISHED.
IS ESTABLISHED. drawing, and proper permit forms and related fees are transmitted
by the Owner, Owner's Agent or Contractor to the Authority
LOT SILT FENCE PLAN #5 LOT SILT FENCE PLAN #6 LOT SILT FENCE PLAN #7 LOT SILT FENCE PLAN #8 having jurisdiction.
N.T.S. N.T.S. N.T.S. N.T.S. Corporate Seal Engineer's Seal
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Project Manager Drawl
J. Hegemann
R. Patel
Department Manager
P. Murphy
Checked
P. Murphy
Print/Plot Date
05-14-2019
Asbuilt Drawn
_
Asbullt Date
Client
Dependable Development, Inc
2656 6REKONRIDGE CENTRE DRIVE,104
MONROE, NORTH CAROLINA 28110
P: 704-238-1229
Project:
ATAIF"I"LAINITATIOINI
T PHASE -1
Drawing "Title:
EROSIONT L
DETAILS
Project No. Drawing No.
3108
DWG File Name:
3108 Erosion Control Plan

SLOPE INSTALLATION CHANNEL INSTALLATION o-1 �M>
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1. PREPARE SOIL BEFORE INSTALLING ROLLED EROSION CONTROL PRODUCTS RECP's INCLUDING ANY NECESSARY APPLICATIONLIME FERTILI E AND SEED.
:..:::::_:_._._: (RECP's),OF FERTILIZER,
NOTE: WHEN USING CELL -O -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
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 1. FOR EASIER INSTALLATION LOWER WATER FROM LEVEL A TO LEVEL B BEFOREINSTALLATION.
1. PREPARE SOIL BEFORE INSTALLING ROLLED EROSION CONTROL PRODUCTS RECP's INCLUDING ANY NECESSARY APPLICATION BOTTOM OF THE TRENCH. BACKFILL AND COMAPCT THE TRENCH AFTER STAPLING. APPLY SEED TO COMPACTED SOIL AND FOLD REMAINING 12 (30 CM) PORTION OF R
(RECP's), NRECP'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,
OF LIME, FERTILIZER, AND SEED. ACROSS THE WIDTH OF THE RECP's. FERTILIZER, AND SEED,
NOTE: WHEN USING CELL -O -SEED DO NOT SEED PREPARED AREA. CELL -O -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 -O -SEED MUST BE INSTALLED WITH PAPERSIDE DOWN.
RECP's MUST BE SECURELY FASTENED TO SOIL SURFACE BY PLACING STAPLES/STAKES IN APPROPRIATE LOCATIONS AS SHOWN IN THE STAPLE PATTERN GUIDE. 3. BEGIN AT THE TOP OF THE SHORELINE BY ANCHORING THE BLANKET IN A 6" 15 CM DEEP X 6 15 CM WIDE TRENCH
2. BEGIN AT THE TOP OF THE SLOPE BY ANCHORING THE RECP's IN A 6" (15 CM) DEEP X 6" (15 CM) WIDE TRENCH WHEN USING THE DOT SYSTEM-, STAPLES STAKES SHOULD BE PLACED THROUGH EACH OF THE COLORED DOTS CORRESPONDING TO THE APPROPRIATE STAPLE PATTERN. ( ) ( )
30CRECP'sD B - / WITH APPROXIMATELY 12" (30 CM) OF EXTENDED. BEYOND THE UP-SLOPE PORTION OF THE TRENCH. ANCHOR THE BLANKET
WITH APPROXIMATELY 12 ( m) OF EXTENDS BEYOND THE UP-SLOPE PORTION OF THE'TRENCH. ANCHOR THE 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 WITH A ROW OF STAPLES STAKES APPROXIMATELY 12" 30 CM APART IN THE BOTTOM OF THE TRENCH.
RECP's WITH A ROW OF STAPLES/STAKES APPROXIMATELY 12 (30 CM) APART IN THE BOTTOM OF THE TRENCH. APART AND 4" (10 CM) ON CENTER TO SECURE RECP's. ) ( ) ( ) 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) ( ) ( ) 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 PORTION OF BACK OVER SEED AND COMPACTED SOIL. SECURE OVER COMPACTED SOIL WITH A ROW OF
PORTION OF RECP's BACK OVER SEED AND COMPACTED SOIL. SECURE RECP's OVER COMPACTED SOIL WITH A ROW OF DEEP X 6" (15 CM) WIDE TRENCH. BACKFILL AND COMPACT THE TRENCH AFTER STAPLING. / 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
( ) ( ) THE SHORELINE SLOPE. RECP's WILL UNROLL WITH APPROPRIATE SIDE AGAINST THE SOIL SURFACE. ALL RECP's MUST
1 -
7. IN HIGH FLOW CHANNEL APPLICATIONS A STAPLE CHECK SLOT. IS RECOMMENDED AT 30 TO 40 FOOT 9 M 12 INTERVALS. SE A D UBLE ROW OF TAPLES
MU 0 S
3. ROLL THE RECP's A. DOWN OR B. HORIZONTALLY ACROSS THE SLOPE. RECP's WILL UNROLL WITH ( )e SECURELY FASTENED
0 L TH APPROPRIATE SIDEE TO SOIL SURFACE BY PLACING STAPLES STAKES IN APPROPRIATE (-OP ATE LOCATIONS AS .SHOWN IN THE STAPLE
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
AGAINST THE SOIL SURFACE. ALL RECP's MUST BE SECURELY FASTENED TO SOIL SURFACE BY PLACING STAPLES/STAKES STAPLES/
STAKES
APPROPRIATE LOCATIONS AS SHOWN IN THE STAPLE PATTERN GUIDE. WHEN USING THE DOT SYSTEM' STAPLES/STAKES 8. 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.
BACKFILL AND COMPACT THE TRENCH AFTER STAPLING.
SHOULD BE PLACED THROUGH EACH OF THE COLORED .DOTS CORRESPONDING TO THE APPROPRIATE STAPLE PATTERN, WIDE TRENCH. 5. THE EDGES OF ALL HORIZONTAL AND VERTICAL SEAMS MUST BE STAPLED WITH APPROXIMATELY 2" - 5" (5 CM - 12.5 CM)
NOTE: OVERLAP.
4. THE EDGES OF PARALLEL RECP's MUST BE STAPLED WITH APPROXIMATELY 2" - 5" (5 CM - 12.5 CM) OVERLAP DEPENDING * IN LOOSE SOIL CONDITIONS, THE USE OF STAPLE OR STAKE LENGTHS GREATER THAN 6" (15 CM) MAY BE NECESSARY TO PROPERLY ANCHOR THE RECP'5. NOTE:
ON RECP's TYPE. * SEAM OVERLAP SHOULD BE SHINGLED ACCORDING TO PREDOMINANT EROSIVE ACTION.
5. CONSECUTIVE RECP's SPLICED DOWN THE SLOPE MUST BE PLACED END OVER END (SHINGLE 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
3" 7.5 CM OVERLAP. STAPLE THROUGH OVERLAPPED AREA, APPROXIMATELY 12" 30 CM APART ACROSS ENTIRE A * INA 12 (30 CM)XIM DEEP X 6" 0 CM) WIDE ANCHOR TRENCH. ANCHOR THE BLANKET WITH E ROW OF STAPLES/STAKES
( ) ( ) � CRITICAL POINTS HORIZONTAL STAPLE SPACING SHOULD BE ALTERED. SPACED APPROXIMATELY 12" (30 CM) APART IN THE TRENCH.. BACKFILL AND COMPACT THE TRENCH AFTER STAPLING (STONE OR
RECP's WIDTH. B IF NECESSARY TO ALLOW STAPLES TO SECURE THE SOIL MAY BE USED AS BACKFILL.)
C A. OVERLAPS AND SEAMS CRITICAL POINTS ALONG THE CHANNEL SURFACE.
NOTE: B. PROJECTED WATER LINE 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. 01/05 REV. 01/05 REV. 01/05
STAPLE PATTERN GUIDE #� STAPLE PATTERN GUIDE STAPLE PATTERN GUIDE
4-' (1 .2 ) WIDE ROLLS 6.67' •� (2.03 M) WIDE ROLLS. F
8' (2.4 ) WIDE RODS
NORTH NORTH NORTH
AMERICAN AMERICAN AMERICAN
GREEN GREEN GREEN
EROSION CONTROL Products O 4.00 [1.22M] EROSION CONTROL Products ® O
EROSION CONTROL Products
Guaranteed SOLUTIONS
Guaranteed SOLUTIONS Guaranteed SOLUTIONS
IR By 1
14649 HIGHWAY 41 NORTH 14EVA HIGHWAY 41 NORTH 14649 HIGHWAY 41 NORTH '
EVANSVILLE, IN 47725 EVA800-77 IN 47725 EVANSVILLE, IN 47725 it 4'00 [1.22M]
800-772-2040 800-772-2040 3' (0.9m) 800-772-2040
8.00' www.nagreen.com 8,00 [ [2.44M] .nagreen.' 2.44M
www.nagreen.com www.nagreen.com ] M
6' (1.8m) I 2.00'[0.61M]
- �- -� 2.00' [0.61 M]
3.3' (1.0m) O
4.00' [1.22M] 1.6' (o.5m) 4.00'[1.22M]
3' (0.9m)
� 2' (0.6m)
0.7 STAPLES PER SQ. YD. 6' (1.8m) 0 4' (1.2m) ie 0.7 STAPLES PER SQ. YD.
(0.8 STAPLES PER SQ. M)
3.3' (1.0m)l- (0.$ STAPLES PER SQ. M)
1.6' (0.5m) 0.7 STAPLES PER SQ. YD. 3.3' (1.0m)
© OC l41.
(0.8 STAPLES PER SQ. M) © j
[ ] 3.3' (1.om) 2.00' [0.61M] .
2.00' 0 61 M 1.50' [0.46M] 1.50' 0 46M]
3.00' [0.91 M] � 3.00 [0.91 M]
4.00 [1.22M] 4.00 [1.22M]
�-�- 2.00' [0.61 M] 2.00° [0.61 M]
--2.00'[0.61M]
® 1.15 STAPLES PER SQ. YD. Adh Aft
4.00'[1.22M] (1.35 STAPLES PER SQ. M) VV W 1.7 STAPLES PER SQ. YD. -� I 2.00' [0.61 M]
(2.0 STAPLES PER SQ. M)
®
4.00'[1.22M] I 4.00' [1.22M] 4.00' [1.22M]
1.3 STAPLES PER SQ. YD. 1.7 STAPLES PER SQ, YD, 1.3 STAPLES PER SQ. YD. 1.7 STAPLES PER SQ. YD.
(1 5 STAPLES PER SQ M) (2 0 STAPLES PER SQ M) OD (1 5 STAPLES PER SQ M) (2 0 STAPLES PER SQ M)
2' (0.6m)
OD K--) 11-� F-1 O 10" (0.25m) © OE
4' (1.2m) Q 4' {1.2m) A
3.00' [0.91 M] 1.50' [0.46M] 3.00' 0.91 M ® ® 1.50' [0.46M] 20" (0.5m) a 10" (0.25m) 3.00' [0.91 M] 1.50' [0.46M] 3.00' 0.91 M 1.50' [0.46M]
[ ] [ ]
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-- 3.3' (1.0m) 20" 0.5m)'-
2.00' [0.61 M] 1.00'[0.30M] 2.00'[0.61M] -p- I 1.00'[0.30M]
4.00'[1 22M] -�- 2.00' [0.61 M] O O
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3.4 STAPLES PER SQ. YD. 3.6 STAPLES PER SQ. YD. 3.4 STAPLES PER SQ. YD. 3.75 STAPLES PER SQ. YD. 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) (4.5 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
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Engineer:
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A. Joe Ea,rris & 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
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Project Manager
Drawn
J. Hegemann
R. Patel
Department Manager
Checked
P. Murphy
P. Murphy
Print/Plot Date
05-14-2019
Asbuilt Drawn --FAsb
ailt Date
Client
Dependable Development, Inc
2656 BREKONRIDGE CENTRE DRIVE,104
MONROE, NORTH CAROLINA 28110
P: 704-238-1229
Project:
ATA AL TAT I
TOW
® -'
Drawing Title.
I T R 0 L
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Project No. Drawing No.
3108
DWG Pile Name:
3108 Erosion Control Plan

DATE ISSUED FOR REV
...............
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05114/19 Initial Submittal to City of Charlotte& NCDOT 0
............... -
............... HOMEOWNE ASSOC INC
DEED BOOK �7 PAGE 643
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TAX PARCEL 31-45-839
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.......... .. .....
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TAX PARCEL 031-45-839 ::..• ,,..... .., . :.. '. •-.` .:�..:•--s'":::.Ga
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TAX PA`RCEL 031
34
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. T X' PARCEL .031 14 290. .. � � .. ... � \ .. :'�. .•• .. ... /
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4 rolect Manage
OPP
Drawn
J. °g
Department Manager
Checked
■. Murphy
■ Murphy
Dateio
05 14-2019
Client
i
Dependable Development, Inc
2656 BREKONRIDGE CENTRE DRIVE,104
MONROE, NORTH C/kROLINA 28110
P: 704-238-1229
Project:
CATAWBA PLANTATION
TOWNHOMES PHASE -1
Drawing Title:
GRADINGL.
Project No, Drawing No.
3108
DWG File Name:
3108 Grading Plan

PCSO SUMMARY
Original Parcel ID Number(s): 3114107
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
DA#1
DA#2
Total on-site Drainage Area (ac):
8.48
-
Existing Built -upon -area (SF):
0.04
Existing BUA to be removed (SF)`
0.01
UTILITY R.O.W'S
Existing BUA to remain (SF):
0.03
0.82
Proposed New BUA (SF):
3.14
0.75
Proposed % BUA:
37.02
Density (High / Low)
High
Total Post -Project BUA for site:
3.14
Development or Redevelopment?
Development
Natural Area Required (ac):
2.01
Natural Area provided, total (ac):
3.58
Undisturbed Treed Natural Area Preserved (ac):
1.29
Total stream buffer protected on-site (ac):
0.03
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
NATURAL AREA CALCULATIONS
TYPE OF
AREA
CONVERSION
NATURAL AREA
AREA
(ACRES)
FACTOR
(EQUIVALENT ACRES)
TREE SAVE AREAS
1.27
1.27
COMMON OPEN
05-14-2019
AREAS
1.2
-
1.20
VEGITATED
UTILITY R.O.W'S
3.27
0.25
0.82
PLANTING
0.39
0.75
0.29
STRIPS
TOTAL; 3.58 ACRES
REQUIRED: 2.01 ACRES
VICINITY MAF N.T.S.
DATE ISSUED FOR REV
05/14/19 Initial Submittal to City of Charlotte & NCDOT 0
\ HOMEOWNERS ASSOC INC ll' ;
DEED BOOK 57 PAGE 643
\ TAX PARCEL 031-45-839 J�
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..-{SEED BO.OK/20662 PAGE 435..... \ ...... � /
.T X PARCEL .031-1''4—'2"90
R. Joe arris & Associates, Inc.
Engineering ®Land Surveying o Planning
Management
127 Sen Casey Drive, Suite 101, Fort Mill, S.C. 29703 P: [phone]
.rjoe rri .c
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
q"u
CA CA
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ado'$OVESS/0° �y ®®
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S C-4168 ? S n 036836 "o =
T'jS& AMill
SS;
Project Manager
Drawn
J. Hegemann
R. Patel
Department Manager
Checked
P. Murphy
P. Murphy
Print/Plat Date
05-14-2019
As uilt Drawn
Asbuilt Date
Client
Dependable Development, Inc
2656 BREKONRIDGE CENTRE DRIVE,104
MONROE, NORTH CAROLINA 28110
P: 704-238-1229
Project:
PLAIINITAT1011I
TOWNHOMES -1
Drawing Title:
AREAS
Project No. Drawing No.
3108
DWG File Name:
3108 Grading Plan

Storm#100 STORMSCHEDULE
Name
US
DS Size
Material
US Invert
DS Invert
Length
Slope
US Rim
Pipe -101
CB#101
Outfall - 1 18"
RCP
665.280
665.000
46.80'
0,60%
671.20
Pipe -102
CB#102
CB#101 18"
RCP
666.400
665.480
56.48'
1.63%
671.99
Pipe -103
CB#103
CB#102 18"
RCP
671.980
666.600
97.92'
5.49%
676.40
Pipe -104
CB#104
CB#103 18"
RCP
677.180
672.180
90.27'
5.54%
681.85
Pipe 105
CB#105
CB#104 18"
RCP
679.190
677.380
91.98'
1.97%
684.97
Pipe -106
CB#106
CB#105 18"
RCP
680.000
679.390
101.92'
0.60%°
686,02
Pipe -107
CB#107
CB#106 18"
RCP
680.410
680.200
34.30'
0.61%
687.24
Pipe -108
CB#108
CB#107 18"
RCP
681.160
680.610
92.02'
0.60%
689.64.
Pipe -109
DG#109
CB#108 15"
RCP
681:560
681.360
34.04'
0.59%
686.00
Pipe -11.0
DCB#110
CB#101 18"
RCP
666.880
666.730
23.95'
0.63%
671.21
Pipe -111
CB#111
CB#104 18"
RCP
677.880
677.730
25.12'
0.60%
682.20
Pipe -112
CB#112
CB#107 18"
RCP
682.680
682.530
23.88'
0.63%
687.24
Pipe -113
CB#113
CB#108 18"
RCP
685.200 '
684.560
24.03'
2.66%
689.74
Pipe -114
DG#114
CB#104 15"
RCP
� 678.550
677.430
112.40'
1.00%
683.00
Storm#300 STORM SCHEDULE
Name
US
DS
Size
Material
US Invert
DS Invert Length
Slope
US Rim
Pipe -301
CB#301
Outfall - 1
18"
RCP
661.120
660.500 29.49'
2.10%
665.79
Pipe -302
CB#302
CB#301
18"
RCP
661.460
661.320 24.15'
0.58%
665.87
Pipe -303
CB#303
CB#302
18"
RCP
664.490
661.660 51.19'
5.53%
669.09
Pipe -304
CB#304
CB#303
18"
RCP
664.880
664.690 32.00'
0.59%
669.09
Pipe -305
DG#305
CB#304
15"
RCP
665.380
665.130 49.51'
0.50%
668.48
Storm#200 STORM SCHEDULE
Na m
US
DS
Size
'� Material US Invert
S Invert
Length
Slope
US Rim
Pipe -201
Pipe -202
MH#201
DG#202
Outfall - 1
MH#201
24"
24"
RCP 665.470
RCP 666.200
L
665.000
665:670
94.42'
106.50°
0.50%
0.50%
672.25
672.98
Pipe -203
[DG#203
DG#202
1811
i
RCP 1 667.320
666.700
123.16'
0.50%
672.70
Pipe -204
CB#204
DG#203
18"
RCP 668.080
667.520
111.79'
0.50%
671.89
Pipe -205
CB#205
CB#204
18"
j RCP 672.860
668.280
144.84'
3.16%
678.26
Pipe -206
CB#206
CB#205
18"
RCP l 676.740
672.960
105.00'
F3.600/7o682.62
Pipe -207
CB#207
CB#206
18" 1
RCP 677.110
676.940
27.57"
0.62%
683.13
Pipe -208
DG#208
CB#207
18"
RCP 678.040
677.310
120.99'
0.60%
682.49
Pipe -209
DG#209
DG#202
15"
RCP 667.510
666.750
82.88'
0.92%
672.00
Pipe -210
DG#210
DG#209
15"
RCP 668.950
667.710
59.80'
2.07%
673.46
Pipe -211
CB#211
CB#204
18"
RCP 668.400
668.280
23.96'
0.50%
671.89
Pipe -213
CB#213
CB#205
18"
RCP 674.000
673.060
24.90'
3.78%
678.53
Pipe -214
DG#214
CB#213
15"
RCP 675.170
674.250
106.68'
0.86%
679.42
DATE ISSUED FOR REV
05/14119 Initial Submittal to City of Charlotte & NCDOT 0
a
Know riuhatt below.
11
,9 &4.A a One -Call Center Call before YOU dig°
Engineer:
R. Joe Harris & Associates, Inc.
Engineering • Land Surveying Planning
Management
137 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 Sea] Engineer's Seal
`,'11111117►'', ®1111U 111!/'gt
CARp�'A®®.
ESS/p°°°°°'Yvq'®®°°°�pf ESSIO
W
0
SEAL - oW SEAL zo -
° C-4168 ^ v - 36836
�.. E
IS& ASS
1111111 7111111
Project Manager Drawn
J. Hegemann R. Patel
Department Manager Checked
P. Murphy P. Murphy
Print/Plot Date
05-14-2019
Asbuilt Drawn Asbuilt Cate
Client
Dependable e\telopment, Inc
2656 BREKONRIDGE CENTRE DRIVE,104
MONROE, NORTH CAROLINA 28110
P: 704-238-1229
Project:
CATAWBA PLANTATION
TOWNHOMES-1
Drawing Title:
GRADINGL
DRAINSTORM T
Project No. Drawing No.
3108
DWG File Name:
3108 -Grading Plan

RIP RAP APRON
LENGTH= 16 FT
WIDTH= 18..5 FT
DEPTH= 15"
DETENTION BASIN BARREL —
58LF-24" RCP @ 0.86%
INV. IN 662.50
INV. OUT 662.00
EMERGENCY SPILLWAY
RIP -RAP APRON
"ax'e 'ka�,,y■�s■`i�'� 8; �d.,A.ri;�6 i;" �zm�.s.?;#'�''if a'S5^+n,;y',s, Aa.'v•,i 4 `tik iFtx,,.F.�.''�,r9.
til
,...b1fF�G.�.+u'a
rY��¢-"`".a RFs ^'xv�r
'72hxL
's�'.c"#isr.4.ke�` fi'"%"t..i%M�'i.fiaziiaatl&'.is�'zP .iv"1.*c�e
-s4 a� ^, ^c 3 :+ s -' v 3 - l a"�vgy,° 3•:.zr
'C-ic..^"F�.'°wA',*/,1IrA,3'.'v°>:"'f%F.«�, i''''.ie•�.� s.,V'a..�v�r'a'
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% fitll
Replace sand media
As needed (expect 3 years)
m
® �Q
( �.00®
CP
POST -CONSTRUCTION
�, / �•; CONTROLS EASEMENT
�, ' '•. VICINITY .T. .
VIN Y MAP N S
(PCCE)
16
662 toCD
�a ' 30'X 30° SAN®
6 PERF•QRATED
FILTER AREA R MAINTENANCE ACCESS - CITY OF CHARLOTTE BMP DESIGN STANDARD MANUAL SECTION 4.8.7
DRAIN PIPE"�~'•-.
` ADEQUATE ACCESS MUST BE PROVIDED FOR ALL SAND FILTER SYSTEMS FOR INSPECTION AND MAINTENANCE,
INCLUDING THE AP
l ...... N
'• PR PRATE EQUIPMENT AND VEHICLES ACCESS GRATES TO THE FILTER BED MUST BE INCLUDED I A
iI 20 FT �� `'. / PERIMETER AND UNDERGROUND SAND FILTER DESIGN. THE ACCESS LOCATION MUST BE SPACED SO THAT ALL
ET o .LL ..
UNDERGROUND LOCATIONS ARE WITHIN 25 FEET FROM SURFACE ACCESS. FACILITY DESIGNS MUST ENABLE
- 30 \ MAINTENANCE PERSONNEL TO EASILY REPLACE UPPER LAYERS OF THE FILTER MEDIA. SEE APPROPRIATE
20 F- JURISDICTION'S LAND DEVELOPMENT STANDARDS MANUAL FOR THE WIDTH OF THE REQUIRED EASEMENT (PGCE OR ro
DE). LI
00,
........................... 670
'30 t � V� IAfCallh�f� 1 ® d,8
N Qw od a One Call Center be ore 11�go
:
i - --- ---- -- -- -- -
` MAINTENANCE REQUIREMENTS FOR ALL BMPS
FOREBAY SPILLWAY 01
_ 66 BMPS SHALL BE MAINTAINED BY THE OWNER OF THE SUBJECT PROPERTY. THE FOLLOWING REQUIREMENTS SHALL BE
Engineer:
FES#100 ,' 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,
(�
" • r L� " j��4� //�`-� � "r� ("" � 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 j
\�.
�/ • :,.... ..•••"' �THE REGISTER OF DEEDS IN WHICH THE OWNER ACKNOWLEDGES THE DUTY OF THE OWNER AND ALL SUBSEQUENT
f� ti f 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,
/ r ° ASSOCIATION OR SIMILAR LEGAL ENTITY HAS THE POWER TO COMPEL CONTRIBUTIONS FROM RESIDENTS OF A
.O.RE... DEVELOPMENT TO COVER THEIR PROPORTIONATE SHARES OF THE COSTS ASSOCIATED WITH BMP MAINTENANCE. "® Associates, Inc.
Harris &
.......
:• UDERDRAIN `° r
EXAMPLES OF A TYPICAL MAINTENANCE COVENANT, MAINTENANCE PLAN AND INSPECTION CHECKLIST ARE
\ F ' PROVIDED IN THE ADMINISTRATIVE MANUAL FOR IMPLEMENTATION OF THE POST -CONSTRUCTION STORM WATER Engineering Land Surveying ® Planning
ORDINANCE. THIS MANUAL IS AVAILABLE ON THE FOLLOWING WEBSITE; HTTP://STORMWATER.CHARMECK.ORG
Management
nt
(SELECT REGULATIONS , SELECT POST -CONSTRUCTION PROGRAMS & MANUALS", SELECT "MECKLENBURG
" s
COUNTY, TOWNS OF CORNELIUS DAVIDSON, MATTHEWS, MINT HILL, HUNTERSVILLE & PINEVILLE", SELECT
rz�Be„e�seyD„•r,s"triol, "c,�,u,s.e._��os e:tsos�sort�»
��\ °POST -CONSTRUCTION ADMINISTRATIVE MANUAL- COUNTY AND TOWNS"):
12 PERFORATED ��
IRISER BMF? SAND FILTER #100
2. REQUIREMENTS FOR THE MAINTENANCE COVENANTS. BMPS SHALL BE INSPECTED AT A MINIMUM OF ANNUALLY BY
'
TOP OF BERM = 671.00 A QUALIFIED PROFESSIONAL AS DESCRIBED IN THE MAINTENANCE COVENANT. THE PURPOSE OF THIS INSPECTION www.rjoeharris.com
CB# 100
°% EMERGENCY SPILLWAY= 869.50 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
WEIR= 669.00
- ' AND MAINTENANCE REQUIREMENT MAY BE INCREASED AS DEEMED NECESSARY BY THE MECKLENBURG COUNTY
DCB# 1 1 0 ,,_.”- ° f
BOTTOM OF BASIN=665.00 WATER QUALITY PROGRAM (MCWQP) TO ENSURE PROPER FUNCTIONING OF THE BMP. 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
3. RECORDS OF INSTALLATION AND MAINTENANCE ACTIVITIES: PARTIES RESPONSIBLE FOR THE INSPECTION, by the Owner, Owner's or Contractor to the Authority
Agent
OPERATION, AND MAINTENANCE OF A BMP SHALL MAINTAIN RECORDS OF THE INSTALLATION OF ALL THE having jurisdiction. 9 y
MAINTENANCE AND REPAIRS AND SHALL RETAIN THE RECORDS FOR THE LIFE OF THE BMP. AFTER INSPECTIONS
' + : Corporate Seal Engineer's Seal
670 AND MAINTENANCE HAVE BEEN PERFORMED, A COPY OF THE INSPECTION CHECKLIST SHALL BE FORWARDED BY
Q I Sri OAllt11111 1619111111
• °`. :.� � .: ? .� THE OWNER TO MCWQP WITHIN TWO WEEKS OF THE INSPECTION. THE ADMINISTRATIVE MANUAL FOR L ®®�®1e lle�,®1 ,®0101 l+ioo1,
- SAN EXAMPLE O PICA
a,.. IMPLEMENTATION OF THE POST CONSTRUCTION STORM WATER ORDINANCE CONTAIN EXAM F A TY ®.` �N CARO CARO�
/ ,• ;� INSPECTION CHECKLIST. THIS MANUAL IS AVAILABLE ON THE FOLLOWING WEBSITE:vo °pFESsj y9
i S&
r �s
F 0 9
o °°
°o
y t � HTTP://STORMWATER.CHARM ECK.ORG (SELECT "REGULATIONS", SELECT "POST -CONSTRUCTION PROGRAM `19�
\ �'`", MANUALS", SELECT "MECKLENBURG COUNTY, TOWNS OF CORNELIUS DAVIDSON, MATTHEWS, MINT HILL; im SEAL o : W SEAL �o
HUNTERSVILLE &PINEVILLE ,SELECT POST
-CONSTRUCTION ADMINISTRATIVE'MANUAL -COUNTY AND TOWNS ). � C -4168d 11
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
l /
...................
v'' "" ® °• / ARE TO BE MAILED TO 700 NORTH TRYON STREET, CHARLOTTE, NC 28202; ATTENTION: WATER QUALITY PROGRAM. ,®'J.,QR�S�ASS�G®•�` J� ���'i�,,�,�'K®L, Mv'®®®
�r: /
4. WATERING AND MAINTENANCE RESPONSIBILITIES DURING DIFFERENT PHASES OF A PROJECT SHALL GENERALLY
BE DEFINED AS FOLLOWS, UNLESS CONTRACTUAL OBLIGATIONS REQUIRE OTHERWISE: M P Z" `3h A ON LIP )" I F I L T ER” h It' 1 (r) Ur%
Project Manager Drawn
- CONSTRUCTION PHASE: DEVELOPER/BUILDER J. Hegemann R. Patel
-PROJECT ACCEPTANCE: BUILDER Department Manager Checked
- PROPERTY OWNERSHIP TRANSFER: BUILDER/PROPERTY OWNER
- WARRANTEE PHASE: PROPERTY OWNER P. Murphy P. Murphy
10' - OPERATION PHASE: PROPERTY OWNER/HOMEOWNERS ASSOCIATION Print/Plot date
05-14-2019
Asbuiit Drawn Asbuiit Date
TOP OF EMBANKMENT "A"671,00' BMP CONSTRUCTION SEQUENCE NOTES: Client o
EMERGENCY SPILLWAY "B" 669.50' - 1. CALL THE WATER QUALITY INSPECTOR TO SET UP A BMP PRE -CONSTRUCTION MEETING PRIOR TO STARTING ANY
TOP OFSLAa"C2" WORK ON BMPS. THIS MEETING SHOULD TAKE PLACE AT LEAST 48 HOURS PRIOR TO STARTING CONSTRUCTION DEPENDABLE DEVELOPMENT, INC
O ON ANY BMP AND SHALL INCLUDE THE DESIGN ENGINEER TO ENSURE ENGINEER INSPECTIONS ARE PERFORMED
WEIR ELEV.-"C1" 3
2656 BREKONRIDGE CENTRE DRIVE,104
DATE ISSUED FOR REV
05/14/19 Initial Submittal to City of Charlotte & NCDOT 0
1
Qry
Project No. Drawing No.
3108
DWG File Name:
3108 BMP Plan _
AT KEY BMP INSTALLATION PHASES.
MONROE, NORTH CAROLINA 28110
— -- ----
._._ __—CPv._E_1__EV:=668:37— — FOREBAYTOP-OF- EMB_ANKGENT-66S.00v ^
FOREBAY
OMUST
2.
THE DESIGN ENGINEER VERIFY AND CERTIFY THE DRAINAGE AREA ISPROPE LY STABILIZED;
P:704-238-1.229 '
FOREBAY SPILLWAY 667.50' �
G'
ARE IN PLACE TO PREVENT SEDIMENTATION THE BMP, THE STORM DRAINS, INLETS AND PAVEMENT HAVE
1 YRYR - 24HR ELEV = 667-04' --
1b'
BEEN PROPERLY CLEANED PRIOR TO COMMENCEOMENT OF BMP CONSTRUCTION,
WQv ELEV. = 666.21' �_4 � — -- -- - --
T O� y
�P.`�R
gCO9N EC
3.
ADDITIONAL MEASURES, TO ENSURE PROPER CONSTRUCTION AND OPERATION OF THE BMP, MAY BE REQUIRED
Project:
TRASH RACK MANUFACTURED BY
PLASTIC SOLUTIONS INC. 877-877-5727 __` -_
1.00,
11NCF 1I-YR_-6NR ECFV.=665.24' _ Oa
BY THE WATER QUALITY INSPECTOR:
(OR APPROVED EQUAL)
_
-- - — CLEAN OUT �'
PLANTCATAWBA J\ I
---- — —
— - — —
4.
A DOUBLE -RINGED INFILTROMETER TEST (ASTM D 3385), OF THE BOTTOM OF THE BMP, MUST BE SUBMITTED TO
/�
6" (1) ORIFICE INVER
G HDPE UNDERDRAIN
THE WATER QUALITY INSPECTOR PRIOR TO THE INSTALLATION OF THE UNDERDRAIN SYSTEM._
TOWNHOMES A 1
ELEV=667.00
2.00'
5.
THE RESULTS OF THE DOUBLE -RINGED INFILTROMETER TEST MUST SHOW INFILTRATION CAPABILITIES,
665.00 2.50'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
DrawingTII°
APPROVAL.
oR1F1ce-°U°
0.50'
I L � #100
F„
7.
WATER QUALITY INSPECTOR: NICK FINELLI, 980-721-9390
AND NOTES
PLAN
662.50'
6" DRAIN PIPE (PERFORATED DOUBLE WALL
HDPE)(CONSTRUCTED @0.00% SLOPE)
Project No. Drawing No.
3108
DWG File Name:
3108 BMP Plan _

GUNNtCIING IU A ULUICAILU PUBLIC •, (-' .
RIGHT OF WAY. ACCESS ROAD SHALL APRON
�
.
J. Hegemann
R. Patel
HAVE MIN. 12' STABILIZED WIDTH, MAX.
Checked
P. Murphy
P. Murphy
Print/Plot
LONG. GRADE OF 15%, MAX.
CROSS—SLOPE 5%. IN ADDITION, A SDE
10—FOOT WIDE PERMANENT
MAINTENANCE ACCESS EASEMENT MUST
.........
BE PROVIDED AROUND THE PERIMETER
.......... ......... .... ........
OF ALL BMPS TO ALLOW FOR
. ..............................
Ma
o 0 0
DATE ISSUED FOR REV
05/14119 Initial Submittal to City of Charlotte & NCDOT 0
A. Joe Harris & Associates, Inc.
Engineering ® Land Surveying ® Planning
Management
. - 12713en Casey Drive, Suite 101, Fort Mill, S.C. 297M 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
'.0111111111111 �0%111111111,14
CARO
O o0 0 ° d ♦ °o®o d
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a o C-41680°`^ s 03686 �_
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° °° m"11,1111100,10 D
IR
Project Manager
I
Dravin
J. Hegemann
R. Patel
Department Manager
Checked
P. Murphy
P. Murphy
Print/Plot
05-14-2019
Client
�DEPENDABLE DEVELOPMENT,
2656 BREKONRIDGE CENTRE DRIVE,104
MONROE, NORTH CAROLINA 1
P:704-238-1229
A 1`A PLANTATION
-rOWNHOMES PHASE -1
Drawing Title:
SAINID FILTER IL
Project No. Drawing No.
3108
DWG t=ile Name:
3108 BMP Plan

DATE ISSUE FOR RE's
s
v_
N 05/14/19 Initial Submittal to City of Charlotte & NCDOT 0
•''
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DATE ISSUED FOR REQ
05/14/19 Initial Submittal to City of Charlotte & NCDOT 0
R. Joe Harris & Associates,
Engineering Land Surveying . Planning
Management
127 Ben Casey Drive, Suite 101, Port 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
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Project Manager
Drawn
J. Hegemann
R. Patel
Department Manager
Checked
P. Murphy
P. Murphy
Print/Plot Data:
05-14-2019
Asbuilt Drawn
Asbuilt Date
Client
DEPENDABLE DEVELOPMENT, INC
2656 BREKONRIDOE CENTRE DRIVE,104
MONROE, NORTH CAROLINA 28110
P: 704-238-1229
Project:
CATAWBA PLANTATION
T -1
Drawing Title:
Roadway Plan & Profile
until y Road STA 0+00-00
-6+00.00
Project No. Drawing No.
3108
Delta File Name:
3108 Road Plan & Profile

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PSI STA: 1+13.12 Engineering - Land Surveying • Planning
P I ELEV: 679.89
K: 33.01 Management
LVC: 30.00
127 Ben Casey Drive, Suite 101, Port Mill, S.C. 39708 P: (803') 803-1799
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® °° M W N This drawing shall not be used for construction purposes until the
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Project Manager
Drawn
J. Hegemann
R. Patel
Department Manager
Checked
P. Murphy
P. Murphy
Print/Plat Date
05-14-2019
Asbuil't Drawn
Asbuilt Date
C13#1
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Project Manager
Drawn
J. Hegemann
R. Patel
Department Manager
Checked
P. Murphy
P. Murphy
Print/Plat Date
05-14-2019
Asbuil't Drawn
Asbuilt Date
Client
DEPENDABLE DEVELOPMENT,
2656 BREKONRIDGE CENTRE DRIVE -104
i NORTH"! ` 28110
'" 704-238-1229
Project:
PLANTATIONCATAWBA
TOWNHOMES 1
Drawing Title.
Roadway I n
Profile t° Holly
Sun CreekTerre
T +00.00 - 4+23.16
0+00.00 - 5.24.40
Project No. Drawing No.
3108
D1J!!G File Name:
3108 Road Plan & Profile I rxP-21

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ARROnI pOII�1T DR.
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Sight Distance Chart:
1
GRAPHIC SCALE
SIGHT DISTANCE EASEMENTS REQUIRED WHERE SIGHT DISTANCE LINES EXTEND OUTSIDE STREET RNV. —40 - 0 20 40 80 ° VU.1 I a 1�.In
OOVV U es, c•
NOTE:' Engineering m Management Surveying - Planning
THE DEVELOPER OR HIS DESIGNEE IS RESPONSIBLE FOR KEEPING ALL SIGHT lYlana{{,��E,nZent
DISTANCE EASEMENTS CLEAR OF ALL SIGNS, VEGETATION, AND OTHER OBJECTS IN FEET b
THAT MAY BLOCK DRIVERS'LINEOFSIGHT. 1 inch. 40 ft. 127 Ben Casey Drive, Suite 101, FortMill,S.C.29708 P:[phone]
www.rjoeharris.cor
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
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HORIZ ONTAL SI HT DISTANCE 28 HORIZONTAL SIGHT DISTANCE- 240' ®� A.
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Project Manager
Minimum Sight
Minimum Sight
Intersection
Posted Speed Limit
Distance Required
Distance Required
Hundley Road &
P. Murphy
e urn rbm op
ig urn From op
Garoon Point Dr.
25 mph
280' MIN.
240' MIN.
GRAPHIC SCALE
SIGHT DISTANCE EASEMENTS REQUIRED WHERE SIGHT DISTANCE LINES EXTEND OUTSIDE STREET RNV. —40 - 0 20 40 80 ° VU.1 I a 1�.In
OOVV U es, c•
NOTE:' Engineering m Management Surveying - Planning
THE DEVELOPER OR HIS DESIGNEE IS RESPONSIBLE FOR KEEPING ALL SIGHT lYlana{{,��E,nZent
DISTANCE EASEMENTS CLEAR OF ALL SIGNS, VEGETATION, AND OTHER OBJECTS IN FEET b
THAT MAY BLOCK DRIVERS'LINEOFSIGHT. 1 inch. 40 ft. 127 Ben Casey Drive, Suite 101, FortMill,S.C.29708 P:[phone]
www.rjoeharris.cor
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
%®O,ty11111f1!//'' ®®®`11111
7
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t q 9C o �� 9` 0
SEAL c -D1 _ oL- SEAL 2
00
c� C-4168
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HORIZ ONTAL SI HT DISTANCE 28 HORIZONTAL SIGHT DISTANCE- 240' ®� A.
P c
EXIS INGTRADE ®�CQCASS�V®oo®®of /'CL ve``a
l/119111114 �..,_,�_. /' /If11i11111
,- P np sl=n rRanF
Project Manager
Drawn
J. Hegemann
R. Patel
Department Manager
Checked
P. Murphy
P, Murphy
Print/Plot Date
05-14-2019
Asbuilt Drawn
Asbuilt Date
Client
DEPENDABLE DEVELOPMENT, INC
2656 BREKONRIDGE CENTRE DRIVE,104
MONROE, NORTH CAROLINA 28110
P: 704-238-1.229
Project:
CATAWBA PLANTATION
TOWNHOMES ®1
Drawing Title;
Sight Distance
Int. Hundley Road
rron Point Dr.
Project No. Drawing No.
3108
DWG File Name.
3108_Sight Distance Plan &
Profile

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ANCE INE ` ,: :' ` 1 29 ;' 30
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Sight Distance Chart:
Minimum Sight Minimum Sight
Intersection Posted Speed Limit Distance Required Distance Required
I I Hundiey Road & e urn rom op ig urn rom ®p GRAPHIC SCALE °
Sun CreekTerrace 25 mph 280 MIN. 240 MIN. R. Joe Harris & ASSOC1atCS Inc.
SIGHT DISTANCE EASEMENTS REQUIRED WHERE SIGHT DISTANCE LINES EXTEND OUTSIDE STREET R/W. —40 0 20 40 80
T
HORIZONTAL SIGHT' DIS ANCE - 140'HOR ZONTAL SIGHT DISTANCE - 28 �–�--
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PROPOSED GRADE
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3.51
e
I SEEM I" Engineering • Land Surveying • Planning
( IN FEET) Management
1 inch 40 ft.. 127 Ben Casey Drive, Suite 101, Fort Mill, S.C.29708 P: (803) 8024799
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
®'.011nao,®',, %%Wtr+'+aat®+t
CARO
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Project Manager
Drawn
J. Hegemann
R. Patel
Department Manager
Checked
P. Murphy
P. Murphy
Print/Plot Date
05-14-2019
Asbuilt Drawn
Asbuilt Date
Client
DEPENDABLE DEVELOPMENT, INC
2656 BREKONRIDGE CENTRE DRIVE,104
MONROE, NORTH CAROLINA 28110
P: 704-238-1229
Project.
CATAWBA PLANTATION
TOWNHOMES -1
Drawjn .Title:
Sight Distance Plan
Int. Hundley Road
Sun CreekTerrace
Project No. Drawing No.
3108
DWG Pile Name:
3108 Sight Distance Plan &
Profile

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R. Joe Harris & Associates,
Engineering Land Surveying - Planning
-11..'.--W-*---*i.*J.-1 . ........ .. . /`� Management
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/41* CONCENTRATED FLOW
This drawing shall not be used for construction purposes until the
'
seal and signature of the responsible registrant appears on thedrawing, and proper permit forms and related fees are transmitted
by the Owner, Owner's Agent or Contractor to the Authority`
having jurisdiction.
Engineer's Seal
BYPASS AREA #2
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168
036836
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