20191548 Ver 1_More Info Received_20200113

Strickland, Bev
From: Paul M. Stephens IV, E.I., PWS <[e-mail]>
Sent: Monday, January 13, 2020 8:59 AM
To: Johnson, Alan
Cc: [e-mail]; Brandon Fulton, LSS, PSC, PWS
Subject: RE: [External] RE: SAW 2018-01925, Mallard Crk Rd/ DWR 19-1548
Attachments: IMG_6937 (Large)jpg; C2.00 SITE PLAN.PDF; C4.00 OVERALL GRADING PLAN.PDF;
Towns at Mallard Mills - Buffer Disturbance Exhibits_12.02.19.pdf
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[e-mail]
Alan,
Hope you had a great weekend. Please see the attached picture of the stream proposed for impacts as requested.
Also, we sent the designers and engineers your comments below for discussion points. Please see the attached site
plans. Following rezoning approvals, the attached site plan shows how the development has been adjusted and
redesigned. This includes dropping 6 additional units and shifting some of the buildings and infrastructure towards the
northern portions of the site. Following zoning and stormwater approvals, a stormwater retention pond was re -located
to the northeastern portion of the site. By moving the stormwater retention pond, every bit of useable space in this
area was utilized as agreed upon with Duke Energy Transmission and City of Charlotte Engineering.
The open space/amenity areas that were referenced below were direct requests and commitments of the rezoning
approvals by the City of Charlotte. Therefore, these areas are non-negotiable and need to stay in place. These areas
have been reserved for uses such as potential dog parks, plaza/seating, park areas, etc. for pedestrian neighborhood
use.
City mandated buffers are also being coordinated with the City Stormwater department and a replanting plan is being
put in place. Nearly the entirety of the northern portion of the site, not being developed, will be planted with new trees
and along the stream riparian areas.
Thank you,
PAUL M. STEPHENS IV, E.I., PWS I Environmental Project Manager
ECS SOUTHEAST, LLP T 843.654.4448 1 D 843.284.7823 1 C 843.670.8821
www.ecslimited.com
Confidential/proprietary message/attachments. Delete message/attachments if not intended recipient.
From: Johnson, Alan [mailto:[e-mail]]
Sent: Wednesday, January 8, 2020 4:34 PM
To: Paul M. Stephens IV, E.I., PWS
Cc: [e-mail]
Subject: RE: [External] RE: SAW 2018-01925, Mallard Crk Rd/ DWR 19-1548

I believe your are referencing this. This is a very general statement. Unfortunately, I am not clear if the the fill is till
proposed or if a retaining is being constructed. If the latter, please provide the new site plan showing the retaining
wall. Thanks... See below.
Avoidance & Minimization -
Based on the preliminary development plan and analysis by the builder team, the approve(
allows 186 to►n nhome units. Due to site engineering, grading, extent of jurisdictional w.
additional analysis, a redaction in the amount of proposed townhomes on site have been red:
current site plan currently proposed 180 to► nhorne units. In order to minimize overall site irr
maintain grades of the proposed townhomes at a higher elevation, a retaining wall is proposed
of the site. As further emphasis on minimization of impacts, the retaining wall limits have be
away from the jurisdictional streams and the retaining wall heights have been increased to lirr
to the jurisdictional waters and buffers down -gradient. Apy other adjustments to dec
development in the impact area will have a significant impact in density and overall function
from a development and approved rezoning perspective.
The removal of two lot or possibly one with potential relocation of the channel doesn't seem
unreasonable. Also there is an amenity area and open area shown on the plan that could be
swapped an this area used as an open area.
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There appears some adjustment could be made to avoid impact?
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From: Paul M. Stephens IV, E.I., PWS [mailto:[e-mail]]
Sent: Wednesday, January 8, 2020 4:03 PM
To: Johnson, Alan <alaniohnson@ncdenrgov>
Cc: David. [e-mail]; Brandon Fulton, LSS, PSC, PWS <[e-mail]>; David E. Valentine,
PWS, REM <[e-mail]>
Subject: [External] RE: SAW 2018-01925, Mallard Crk Rd/ DWR 19-1548
• External email. Do not click links or open attachments unless you verify. Send all suspicious email as an attachment to
Alan,
Hope that you're doing well. We had submitted a comment on this item in the attached email response to David
Shaeffer on December 11, 2019. To my knowledge, we haven't provided photos of the stream but certainly can do so.
Thank you,
PAUL M. STEPHENS IV, E.I., PWS I Environmental Project Manager
ECS SOUTHEAST, LLP T 843.654.4448 1 D 843.284.7823 1 C 843.670.8821
www.ecslimited.com
Confidential/proprietary message/attachments. Delete message/attachments if not intended recipient.
3

From: Johnson, Alan[mailto:[e-mail]]
Sent: Monday, January 6, 2020 2:51 PM
To: Paul M. Stephens IV, E.I., PWS
Cc: David. [e-mail]; Brandon Fulton, LSS, PSC, PWS
Subject: FW: SAW 2018-01925, Mallard Crk Rd/ DWR 19-1548
Paul see below. Following up on earlier question regarding fill. I know it has been the
holidays.
Thanks
alan
From: Johnson, Alan
Sent: Wednesday, December 11, 2019 1:02 PM
To: Paul M. Stephens IV, E.I. <[e-mail]>; [e-mail]
Subject: SAW 2018-01925, Mallard Crk Rd
Paul, do you have photos of the stream you want to fill. I have issues with filling stream for
the placement of lots. Filling the headwater could have impacts on the stream's viability, thus
having an indirect impact on the downstream viability.
A The removal of a lot and possible minor stream relocation, may be the trick to avoid the
impact.
don't have an issue with the road crossing and the minor bit of up gradient fill. But the
remainder doesn't seem to comply with avoid and minimize.
Thanks
Alan
Di%i%iOrl Of WMCF RC%OUf{{`�
Alan D Johnson — Senior Environmental Specialist
NC Dept. of Environment & Natural Resources (NCDENR)
Division of Water Resources - Water Quality Regional Operations
610 East Center Ave., Suite 301, Mooresville, NC 28115
Phone: [phone] Fax: [phone]
E-mail correspondence to and from this address may be subject to the North Carolina Public Records Law and may be
disclosed to third parties unless the content is exempt by statute or other regulation.
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5

Avoidance & Minimization:
Based on the preliminary development plan and analysis by the builder team, the approved rezoning
allows 186 townhome units. Due to site engineering, grading, extent of jurisdictional waters, and
additional analysis, a reduction in the amount of proposed townhomes on site have been reduced. The
current site plan currently proposed 180 townhome units. In order to minimize overall site impacts and
maintain grades of the proposed townhomesat a higher elevation, a retaining wall is proposed to the rear
of the site. As further emphasis on minimization of impacts, the retaining wall limits have been moved
away from the jurisdictional streams and the retaining wall heights have been increased to limit impacts
to the jurisdictional waters and buffers down -gradient. Any other adjustments to decrease the
development in the impact area will have a significant impact in density and overall function of the site
from a development and approved rezoning perspective.

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GENERAL NOTES: SIGN LEGEND - -
1. USABLE PORCHES AND STOOPS SHALL FORMA PREDOMINANT
FEATURE OF THE BUILDING DESIGN FOR THE PUBLIC STREET -FACING
FRONT/SIDE OF ANY BUILDINGS THAT ABUT A PUBLIC STREET OR A
PEDESTRIAN ACCESS WAY. STOOPS AND ENTRY-LEVEL PORCHES
MAY BE COVERED BUT SHALL NO BE ENCLOSED.
2. ALL CORNER/END UNITS THAT FACE A PUBLIC STREET SHALL HAVE
A PORCH, STOOP, OR ENTRY FEATURE ON THE FRONT AND SIDE OF
THE UNIT OR IN THE ALTERNATIVE, THE MAXIMUM BLANK WALL
EXPANSE OF ANY CORNER/END UNITS THAT FACE A PUBLIC STREET
SHALL BE 10 FEET ON ALL OF SUCH UNITS BUILDING LEVELS.
3. PUBLIC STREETS TO BE LIGHTED WITH THE FOLLOWING CRITERIA:
0.7 FOOTCANDLES WITH A 6:1 UNIFORMITY RATE
4. ALL UTILITIES ON SITE WILL BE INSTALLED UNDERGROUND.
5. ALL AREA OUTSIDE OF SUBLOTS, ROADS & RIGHT OF WAYS TO BE
CLASSIFIED AS OPEN SPACE.
6. ALL ROADS AND MEDIANS SHALL SUPPORT 80,000 LBS GROSS
VEHICLE WEIGHT AS REQUIRED BY THE CHARLOTTE FIRE
DEPARTMENT.
SDRMF 2018-00129
SNOW OR FORMERLY
DD MALLARD CREEK LLC
DB J2884177
PID 02919118
ZONING: R-12MF (CO)
USE. APARTMENTS FOR RENT
CONCRETE STAIRS (TYP.);
00000 SEE DETAIL 2 SHEET C8.03
MAIL KIOSK; FINAL LOCATION TO BE
COORDINATED WITH POST MASTER
SOLID WASTE AND RECYCLING AREA RESERVED IN THE
FUTURE AS NEEDED. SEE DETAILS 8-9 SHEET 8.02
ACCESSIBLE PARALLEL PARKING SPACE (TYP.);
SEE DETAIL 5 SHEET C8.01
1'-6" CURB AND GUTTER (TYP.);
SEE DETAIL 4 SHEET C8.00
DIRECTIONAL CURB RAMP (TYP.);
SEE DETAILS 7-9 SHEET C8.00
TYPE II MODIFIED DRIVEWAY (TYP.);
SEE DETAIL 4 SHEET C8.03 _
2'-6" CURB & GUTTER(TYP.);
SEE DETAIL 4 SHEET C8.00
TYPE II MODIFIED DRIVEWAY (TYP.); /
-SEE DETAIL 4 SHEET C8.03
LIMIT OF NEW CONCRETE SIDEWALK; _
TIE FLUSH INTO SIDEWALK FOR i
SDRMF-2018-00129
LIMITS OF NEW CURB AND GUTTER; 52 C
TIE FLUSH INTO CURB AND GUTTER
FOR PROJECT SDRMF 2018-00129 51 IOLUG B
1011 B DLL
5Q20' MINA
A 101
PRIVATE OPEN SPACE (TYP.) -
PROPERTY LINE (TYP.)
1 J
1
DRIVEWAY APRON (TYP.);
SEE DETAIL 9 SHEET C8.02 / T
2'-0" VALLEY GUTTER
(TYP., LOW -SIDE); /
SEE DETAIL 5 SHEET C8.00 / I 36 3 38 I
1'-0" CONCRETE BLDG 3 4 4
BANDING (TYP., HIGH -SIDE); 1008
SEE DETAIL 8 SHEET C8.02 / B C BLDG 4 44 45
1009
\� 5' SIDE YARD -z D E
5' UNIT CONNECTOR _ G
SIDEWALK (TYP.) / A B C D _
SEE DETAIL 6 SHEET C8.02 /I BLDG Z g -
/
1Q C D E F
/ 25 26 006 O
TOWNHOME SUB LOT 27 8 I Z a BLDG
LINE (TYP.) / Q g 0 1 10207
8' SIDEWALK & 8' a 8 8' / 3 4 5 II
PLANTING STRIP (PER / 8'
SDRMF 2018-00129) / I 14
J / BLDG1 17
�i 1004 I 1 19 20
A C D Ll
� A B 005 2 23 24 I
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BLDG C D +� I A B 001 -
C1 D
1I BL G E A B
/ I 4 5 6 1002
3 II C D
II 7 8 9 BLDG
II10 11 1 1003 I
13
2.
, SOLID WASTE AND RECYCLING
AREA RESERVED IN THE
N FUTURE AS NEEDED. SEE
DETAILS 8-9 SHEET 8.02
N 12' MULTI -USE PATH; PAYMENT IN LIEU -
9 - TO CDOT PRIOR TO APPROVAL
a
Y EXISTING PROPERTY LINE
Uj (MB 22/483 & 23/140)_
_PLANTING STRIP (TYP.)
POTENTIAL BUS PAD LOCATION TO BE
COORDINATED WITH CATS PER NCDOT
FUTURE ROADWAY IMPROVEMENT. SEE
s REZONING NOTES FOR ADDITIONAL DETAIL.
11-1
Y WATER EASEMENT (TYP.). L
6
V_17 NOW OR FORMERLY LEGEND DETAIL
O� RSH APARTMENTS SPE LLC
SNOW OR FORMERLY / \
DB 33266 360
MILL CREEK MASTER ASSOCIATION \ / C OZ MB 461145
OF MECKLENBURG, INC. PID 02919103
DB 125461484 ZONED: CC CONCRETE SIDEWALK 6/C8.02
COS, MB 351267 USE: APARTMENTS FOR RENT
ZONED: MX-2
TINGLE FAMILY RESIDENTIAL - \ l ' O 3C
COMMON \ / / ' \
\ HEAVY DUTY CONCRETE 9/C8.02
30' SEWER EASEMENT
// \ \ \ \ HEAVY DUTY ASPHALT 9/C8.02
(2) 10' CONSTRUCTION 2'-6" CURB AND GUTTER 4-6/C8.00
A EASEMENT
\ \ 2' VALLEY CURB 5/C8.00
1' CONCRETE BAND 8/C8.02
10' REAR YARD / \ \ \ \ \ ACCESSIBLE PARKING SPACE 1-4/C8.01 VICINITY MAP
N TS O
/ \ 06SITE DATA
I 'R PRIVATE OPEN SPACE \ 150 RIB TAX MAP NO: PORTION OF 02919113, 02919114,
/ REE SAVE FENCE; 02919115, 02919105 (KINGS GRANT DR)
/
T\ \
ZONING: UR-2(CD) SEE DETAIL 9 SHEET C8.03 \ \ \ 25' TOWER CLEAR ZONE
REZONING PETITION N0: 2018-067
\(NO GRADING) SITE AREA: BEFORE MALLARD CREEK & KINGS GRANT ROW
\ \ \ 4' PERVIOUS WALKING TRAIL DEDICATION: ±18.40 AC
DUKE TRANSMISSION TOWER AFTER ROW DEDICATION: ±16.88 AC
TRAIL NOTE: 4' PERVIOUS WALKING TRAIL TO PROPOSED USE: FOR SALE SINGLE FAMILY ATTACHED TOWNHOMES
INCLUDE 3" MULCH SURFACE ON TOP OF 400 SF PRIVATE OPEN SPACE PER UNIT
�j TREE SAVE AREA; I / PCSO \ LANDSCAPE FABRIC AND BORDERED BY STEEL PROPOSED UNITS: 16 FRONT LOADED ALLEY UNITS
FUTURE PROPERTY LINETYP EASEMENT (TYP.) (.) METAL EDGING. PERVIOUS WALKING TRAIL
SEE SHEET C6.00 FOR FURTHER DETAILS 164 REAR LOADED ALLEY UNITS
\ 1 BMP \� \ \ ALTERNATES TO BE COORDINATED AND 180 TOTAL UNITS PROPOSED 186 MAX ALLOWED
50' UNDISTURBED PCSO BUFFER APPROVED BY OWNER AND SITE INSPECTOR / ( )
l WET POND \ \ 5' SIDE YARD PRIOR TO INSTALLATION. DENSITY: 9.78 DUA
4' PERVIOUS WALKING TRAIL (TYP.); / I SEE SHEET C4.15 \ F.A.R. ALLOWED: 1.0 MAXIMUM
/'• FINAL MATERIAL SELECTION BY OWNER AND DETAIL 8 SHEET C9.04 \ \ / F.A.R. PROPOSED: 0.60
RETAINING WALL AND FENCE (TYP.); / n I
I DELINEATED STREAM LIMITS \ \ \
PARKING REQUIRED: 1 MIN./3 MAX. PER UNIT
r SEE DETAIL 3 SHEET C8.03 PER UPACE \ \ \ \ \ \ MINIMUM = 180 X 1 = 180 SPACES
1'-0" CONCRETE BANDING (TYP., HIGH -SIDE); 50' PCSO BUFFER FROM DELINEATED \ / MAXIMUM = 180 X 3 = 540 SPACES
j SEE DETAIL 8 SHEET C8.02 / I STREAM LIMITS. SEE WATER QUALITY \ \
BUFFER DISTURBANCE APPLICATION FOR PARKING PROVIDED: 45 PARALLEL SPACES (PUBLIC ON STREET)
2'-0" VALLEY GUTTER TYP., LOW -SIDE ; / FINAL IMPACT LIMITS & ALLOWANCES
SEE DETAIL 5 SHEET C8.00 / / \ \ \ \ \ \ �'� 3 ACCESSIBLE PARALLEL SPACES (PUBLIC ON STREET,
PARALLEL PARKING (TYP.), / DRIVEWAY APRON (TYP.); \ 16 TANDEM PARKING SPACES
SEE DETAIL 7 SHEET C8.01 SEE DETAIL 9 SHEET C8.02 344 INTERNAL GARAGE SPACES
FINAL DESIGN TO BE / \ \ = 408 SPACES TOTAL
CONCRETE SIDEWALK; \ NOTE: SPACES ON PUBLIC STREET NOT COUNTED
COORDINATED WITH OWNER SEE DETAIL 6 SHEET C8.02 \ P
\` \ \ �, TOWARD MAXIMUM ALLOWED
\ PRIVATE ALLEY (TYP.);
son SEE DETAIL 4 SHEET C8.02 \` \ \ \/ / \ TREE SAVE REQUIRED: 15% OF SITE AREA = 2.278 ACRES
71 LOCAL RESIDENTIAL WIDE STREET; \ / / GP TREE SAVE PROVIDED: 0.88 ACRES (SEE REQUIRED PLANTING PLAN C6.00)
20' SEWER \ SEE DETAILS 2-3 SHEET C8.02 ` \ / S SETBACK: 14' FROM BACK OF CURB OR RIGHT OF WAY
EASEMENT / D E D C 1'-6" CURB AND GUTTER (TYP.); \ \ \ SIDE YARD: 5'
I
A B C N BLDG SEE DETAIL 4 SHEET C8.00 REAR YARD: 10' BLDG o 1017 11
� GARAGE SETBACK. 5'-7' FROM ALLEY
/ I 1016 I I 83 I CURB RAMP (T-9 SHEET C8.00 \ \ � A o
ETAILS 7-9 . OR 20'+ FROM BACK OF SIDEWALK OR ALLEY
z 80 81 SEE D\ j''
AMENITY 75 76 77 78 79 / \ \ \ v/ BUILDING SEPARATION 10' MIN.
AREA TEMPORARY BARRIER UNTIL �S'40 MAX BUILDING HEIGHT: 3 STORIES; 40' WITH AN ALLOWANCE UP TO 50'
r \ CONNECTION OF KINGS GRANT �c^2 o WHERE IN COMPLIANCE WITH TABLE 9.406(2)(A)
_ TO MA \ S �y 2 ANTICIPATED FUTURE ASPIRE
LLARD CREEK RD;
o-_� _ SEE DETAILS 1-4 SHEET C8.04 \� I u' \ ALIGNMENT LOCATION. BUILDING HEIGHT: 36'-5"; 3 STORIES
N
53 / �- - DOBY CRE K LANE- - -- O n i ROW DEDICATED TO (CONNECTION TO CAROLINA MIN. PRIVATE OPEN SPACE REQ.: 400 SF PER UNIT
(PRIVAT) 2' SUE cps \` PROPERTY BOUNDARY LILY LANE BY OTHERS WHEN
4 A B C D A
E F B C D E F F E D DG C \ \ \ )CCURS) DEVELOPMENT TRASH/RECYCLING REQUIRED: TRASH - 8 CU.YD CONTAINER/30 UNITS
BLD BLDG 1015 I \ \ S ' RECYCLING - 144 SQ.FT./80 UNITS
7
5 I 1013 1014 72 73 \ \ TRASH/RECYCLING PROVIDED: INDIVIDUAL UNIT PRIVATE PICKUP TO BE PROVIDED
56 57 58 9 61 I I 62 63 64 6 g 67 I I 6 gg 70 y - S" \ (6) 8 CU. YD TRASH CONTAINERS AND 432 SQ. FT
- OF RECYCLING AREA RESERVED FOR FUTURE IF
I \
NEEDED.
` J '�' ESTIMATE TIME OF COMPLETION: 2021
1 1 ROW LINE & 1 - N SIDEWALK CURVE TO �� En 8' PLANTING STRIP 1 1 L 1 1 \ AVOID CONFLICT WITH
+ O r T WITH 8' SIDEWALK ASPIRE B STREET _ -SETBACK BACK LINE T
( ) EXISTING UTILITIES � �
T T \ � �
T T T T T T WATER EASEMENT (TYP.) 2,8 m Z=oA
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_ 96 97 TYPE II MODIFIED DRIVEWAY (TYP.);` \ \ ��� �� /
r � =� \ BLDG SEE DETAIL 4 SHEET C8.03 8 \ /
46 3 94 95 1021 A \ 2'-0" VALLEY GUTTER (TYP., LOW -SIDE); o "
4 g 8 21 AC FINAL OPEN SPACE I 8 89 90 91 2 BLDG I 0 C SEE DETAIL 5 SHEET C8.00 \ �� \ ALL STREET LIGHT ALONG THE WEST SIDE OF
BLDG 85 II O 2
49 KINGS GRAND DR TO BE 15' MAXIMUM IN HEIGHT
-<
+ 1010 I I 87 II (0 TO BE COORDINDE_ATED I BLOD9 1020 1'-0" CONCRETE BANDING (TYP., HIGH -SIDE); 0�
q REGULAR DUTY ASPHALT (TYP.); D FOR TRANSMISSION EASEMENT PROXIMITY
WITH OWNER
BLDG _
A B C 1018 q D 4 -an �- N 20' FIRE LANE
) C B _ �-SEE DETAIL 8 SHEET C8.02 \ \ 2 KINGS GRANT ROW F LINE TO BE
o TJ G9
j ROW LINE & - - - _ C B A SEE DETAIL 9 SHEET C 8.02 \ �vZ \ LOCATED BEHIND STREET CURB ALONG
SETBACK LINE - - Y - n DUKE TRANSMISSION LINE EASEMENT LIMITS
MALLARD MILLS DRIVE N g A J B026 1 1 a� PRIVATE OPEN SPACE (TYP.) \ \ �G \ PROPERTl000l
Y LINE AND DUKE TRANSMISSION /
Z �+ B (PRIVATE)
D
g BLDG D E F A B F D B E BLDG m \ 1 CONCRETE SIDEWALK (TYP.); DUKE OVERHEAD m STRIPASEMENT WITHINNE FOR SIDEWALK AND TRANSMISSION EASEMENT. ANTER /
1025 SEE DETAIL 6 SHEET C8.02 TRANSMISSION
'W (jr O 1022 BLDG BLDG 1 EASEMENT AGREEMENT TO BE COORDINATED PER
iLLJ U a 8 8 I I 1023 I I 1024 1 I I 1 1 2 ' \ EASEMENT LINE �y DUKE ENERGY AND PROPERTY OWNER loll/
n \
ro ' 50 6 DRIVEWAY APRON (TYP.);SEE � \ /
I
� � 47 48 49 1 \ DETAIL 9 SHEET C8.02 \ 10'X70' SIGHT TRIANGLES (TYP.) / BLDG CONCRETE ISLAND, SEE
146 I 103' A PRIVATE ALLEY (TYP.);
144 145 SHEET C9.05 DETAIL 7 /
71• p 12 125 12 127 3 140 141 142 43 BLDG B SEE DETAIL 4 SHEET C8.02 �.
BLDG 1 12 13 131 132 33 134 135 136 137 BLDG 9 I I 1030 D TOWNHOME SUB LOT /
TEMPORARY BARRIER UNTIL /
1027 I I BLDG I I 1029 D E LINE (TYP.) CONNECTION OF KINGS GRANT /
1028 R7S' 1 TO MALLARD CREEK RD;
\ C A F E D B O A B C D E F _ C B \/ SEE DETAILS 1-4 SHEET C8.04
20' FIRE LANE - E \ FUTURE CONNECTION OF KINGS /
NEWELL T�
OWNS LANE n' F BLDG GRANT TO MALLARD CREEK.
(PRIVATE) - - I1 1036 17 180 1 / \ \ / REFER TO NCDOT ROADWAY PLANS /
F E D F B CBLDG 17 17 /- U-2507A (TYP.)
BLDG C F E D C B B C D E 1035 1 176 0 6' WOOD FENCE
BLDG I 17 17 SEE DETAIL 6 SHEET C8.03
1032 BLDG 17
/
1 1 52 53 I I 1033 I I 1034 I 16 17 17
54 55 56 11157 158 59 60 161 162 I 116 16 165 16 167 168 I 100p\E -
Aj SEN`EN�
EP
71 ' LOCAL RESIDENTIAL WIDE STREET; -
SEE DETAILS 2-3 SHEET C8.02 N \
CONCRETE MEDIAN FUTURE ROW LINE PER \
NCDOT ROADWAY PLANS
SEE ROADWAY PLAN FOR ADDITIONAL DETAIL CO U-2507A (TYP.) N
TYPE II MODIFIED DRIVEWAY (TYP.); 135' FULL FUTURE ROW FOR RECCE EK Ropp \
SEE DETAIL 4 SHEET
- L4 p,RI CRE Ir1TA1NED) i \
MALL 2664 NCDOT MA \ \
\ \
PEDESTRIAN LIGHT, (TYP.)
- SEE DETAIL 1 SHEET C8.03 \
FUTURE ROW CENTERLINE
_ � \ EXISTING PROPERTY LINE \
60' EXISTING MALLARD (MB 22/483 & 23/140) \
PROPOSED CONNECTION TO MALLARD CREEK ROAD TO CREEK ROAD ROW \ \
j�ALIGN WITH EXISTING DRIVEWAY I I 12' MULTI -USE PATH; PAYMENT IN LIEU
\ TO CDOT PRIOR TO APPROVAL \
LEFT TURN LANE WITH 100' STORAGE AND 100' TAPER
Copyright © 2020 Design Resource Group, PA This plan or drawing and any accompanying documents or calculations are the property of Design Resource Group, PA; and are intended solely for the use of the recipient noted. No third party use or modification is permitted without written authorization.
DESIGN
RESOURCE
GROUP
LANDSCAPE ARCHITECTURE
CIVIL ENGINEERING
TRANSPORTATION PLANNING
2459 Wilkinson Blvd, Ste 200 Charlotte, NC 28208
704.343.0608
www.drgrp.com
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SITE PLAN
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SCALE: 1" = 60'
PROJECT #: 598-014
DRAWN BY: JO
CHECKED BY: NB
JANUARY 6, 2020
REVISIONS:
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TREE PROTECTION NOTES:
NZ I
A\ / / r' 1. PRIOR TO DEMOLITION, CLEARING, CONSTRUCTION, GRADING, AND INSTALLATION
OF EROSION CONTROL MEASURES; TREE PROTECTIVE BARRIERS MUST BE
INSTALLED AROUND ALL TREE SAVE AREAS BY THE DEVELOPER AND
Z_ \ APPROVED BY THE CITY.
jr, 2. THE TREE PROTECTION FENCE SHALL BE LOCATED ALONG THE PERIMETER OF
THE TREE SAVE AREA (DRIP LINE PLUS 5 FEET). TREE PROTECTION FENCING
4`\` \ EXISTING TRANSMISSION TOWER / FOR A FOREST CANOPY STANDS AREA IS TO BE LOCATED ALONG THE
t
PERIMETER OF THE TREE SAVE AREA AROUND THE FOREST EDGE. TREE
o/ / / / / \ 25' TOWER CLEAR ZONE PROTECTION FENCING SHALL CONSIST OF ORANGE SAFETY FENCING OR A
Oix
\ (NO GRADING) COMBINATION OF ORANGE SAFETY FENCING WITH SILT FENCING AT A MINIMUM
/ OF 4 FEET IN HEIGHT ON METAL OR WOOD POSTS.
a / \ 50' PCSO BUFFER FROM ' I / / \ 3. ALL TREE PROTECTION AREAS MUST BE DESIGNATED AS SUCH WITH "TREE
DELINEATED STREAM LIMITS. SEE \ \ SAVE AREA SIGNS" POSTED IN ADDITION TO THE REQUIRED PROTECTIVE
WATER QUALITY BUFFER \ FENCING. SIGNS REQUESTING SUBCONTRACTOR COOPERATION AND COMPLIANCE
DISTURBANCE APPLICATION FOR I / \ WITH TREE PROTECTION STANDARDS ARE RECOMMENDED FOR SITE ENTRANCES.
FINAL IMPACT LIMITS &�
ALLOWANCES I / I �°�� \ \ \ ,/ \ \ / Q
4. NO SOIL DISTURBANCE OR COMPACTION, STOCK PILING OF SOIL OR OTHER
CONDELINEATED STREAM ANDSTRUCTION MATERIALSMARERALLOWEDICULAR WITHIN TREEFISAVE AREAS.
OF EQUIPMENT
LIMITS PER USACE I \ \
5. NO ROPES, SIGNS, WIRES, UNPROTECTED ELECTRICAL INSTALLATION OR OTHER
DEVICE OR MATERIAL, SHALL BE SECURED OR FASTENED AROUND OR
BMP \ \ \ \ �e THROUGH A TREE OR SHRUB.
(WET POND) \ \ \ \ 6. ALL PROTECTIVE MEASURES SHALL BE MAINTAINED THROUGHOUT THE LAND
�� I SEE SHEET C4.15 \ DISTURBING AND CONSTRUCTION PROCESS, AND SHALL NOT BE REMOVED
/ r - - - - - - - CONCRETE STAIRS, / / / / AND DETAIL 8 \ UNTIL FINAL LANDSCAPING IS INSTALLED.
SEE DETAIL 2 SHEET C8.03 �ss v _ / \ SHEET C9.04
TREE SAVE AREA ss i 7. SEE DETAILS ON SHEET C8.01 FOR TREE PROTECTION, TREE AND SHRUB
\ \ I \ \ I ✓�� s / ss PLANTING
13 TREE SAVE FENCE (TYP.) �� Lot-\ \ \� \ \ \ cP /
SITE ACCESSIBILITY NOTES
oPPROX. LO RETAINING WALL (TYP•) son8 1 \ o \ \\ 1. ALL BUILDINGS WITHIN THE BOUNDARY OF THIS SITE, UNLESS
_ / f I / N \ \ \ \ \ / �Pg a, OTHERWISE STATED AS EXEMPT, SHALL HAVE ACCESSIBLE
\_
s I 1 ROUTES AS REQUIRED THAT CONFORM TO THE REQUIREMENTS
1 p E �� OF "THE AMERICANS WITH DISABILITIES ACT", "FAIR HOUSING
g017 I a6 a�'82 ' \ ` \ / STANDARDS", ICC ANSI A 117.1-209 AND GOVERNING STATE
HANDICAP CODE STANDARDS.
76 77 78 79 I 80 \ �a \ NT N MENT S THESE STANDARDS FOR ACCESSIBILITY INCLUDE, BUT ARE NOT
91B \ PIEG�� E0�69/312� P GA au -
\ \ \ � LIMITED T0:
1 o (B 30 \ EX 3 MAXIMUM WALK SLOPE - 1:20
a 52 C _ - -o \ MAXIMUM RAMP SLOPE = 1:12 WITH RAILING
\ j C 53 -9��_ - �BY CREEK LANE- - \ C c_ MAXIMUM CROSS SLOPE = 1: 50 2%
\ s 51 BLDG B 6' (PRIVATE) i iUPS� \� ( )
I \ 1011 g BLDG A B C p p C A rn� _ �O I \ \ t n ALL WALKS TO BE BROOM FINISHED CONCRETE UNLESS
50 1012 54 E F B C D E F F E BLDG 1 �" \ OTHERWISE SPECIFIED ON
_ - A A BLDG BLDG 1015 I \ THESE DRAWINGS
55 I 56 57 58 13 9 1014 I 70 7 72 73 _ \ \ \
MAXIMUM ACCESSIBLE ROUTE LENGTH (NC) = 200
62 63 64 6 6 67 6 69 �. y N 2. THE PAVEMENT SLOPE WITHIN ACCESSIBLE PARKING SPACES
\ \ SHALL NOT EXCEED 2% IN ALL DIRECTIONS. 1.5% IS
+ a_ - rn / - RECOMMENDED.
\� - 3. CONTRACTOR TO CONTACT DESIGN RESOURCE GROUP FOR ANY
VARYING SITE CONDITIONS OR DISCREPANCIES AFFECTING SITE
ACCESSIBILITY REQUIREMENTS.
ASPIRE STRE06
(PUBLIC) T T T T T� �� ADDITIONAL ACCESSIBLE ROUTE NOTES FOR ACCESSIBILITY
T �+ 6 \ _ COMPLIANCE WITH ICC/ANSI A117.1-2009, AND 2010 ADA
/ BLDG 3 8 A �o STANDARDS.
4 4 g 7 \
/ 1008 1. PROTRUDING OBJECTS ON CIRCULATION PATHS WITHIN
ss B C I B DG 4 4 45 � � - _- 95 BOG \ \o �x \ � �- - _ � - COMMON USE AREAS TO COMPLY WITH ANSI 2009 SECTION
1009 46 2 3 94 A \ n o p \ \ 307, INCLUDING:
o_ � \
I I _ 1 Z _ G BLDG 85 87 I BLDG II \ G) a. PROTRUSION LIMITS: OBJECTS WITH LEADING EDGES
1 -< _ MORE THAN 27" AND NOT MORE THAN 80" ABOVE
y C / A C c, 1018 q D _ �n \� 50 �C1 THE FLOOR SHALL PROTRUDE 4" MAXIMUM B
1 /I LDG g - ° A ��y� - ym B A N KE ESM �� HORIZONTALLY INTO THE CIRCULATION PATH.
1006 adz C D E F m� C BLDG D OU I \ ��� \ EXCEPTIONS INCLUDE HANDRAILS, DOOR CLOSERS,
- MALLARD MILLS DRIVE - 0 - k O AND DOOR STOPS.
A �, 1026 \ �
/ Y g 0 1007 z B (PRIVATE) E D z 1 1 z\ ��� \ 2 \ b. POST MOUNTED OBJECTS: OBJECTS ON POSTS OR
s Q 1 2 3 4 S BLDG D E F A B F 2 D B 2 BOD5 m 1 N� ESMT i\ I \ m , PYLONS SHALL BE PERMITTED TO
1022 BLDG BLDG 6 1 1 P J / / OVERHANG 4" MAXIMUM WHERE MORE THAN 27" AND
/ o W m 6 1023 6 1024 1 I6 NOT MORE THAN 80" ABOVE THE FLOOR. OBJECTS ON
/ 14 IU a F 1 \ / rMULTIPLE POSTS
BLDG1 17 m I 50 _/� / \ \ \ DISTANCE BEETWEENRTHELPOSTSHOREPYLONS LSR
1004 I o 1 GREATER THAN 12" SHALL HAVE THE LOWEST EDGE
/ A 19 26LDG 2 s 8 47 B 8 - - ' j \ OF SUCH OBJECT EITHER 27" MAXIMUM
24 = \ / OR 80" MINIMUM ABOVE THE FLOOR.
/ D A 1005 g 43 146 I g 1031 A �, � w' \ \ c. REDUCED VERTICAL CLEARANCE: GUARDRAILS OR
144 145 B
B C p E ° 12 125 12 127 1 3 g 140 141 I 42 BLDG p �^ - �/ \ / OTHER BARRIERS SHALL BE PROVIDED WHERE OBJECT
129 13 131 132 134 2
\ r' F G BLDG 33 135 136 137 gLDG I 1030 �` `^� 1/ /
/ � PROTRUSION IS BEYOND THE LIMITS ALLOWED BY
BLODB I I 1029 D E / / /�� SECTIONS 307.2 AND 307.3, AND WHERE THE
I C D A VERTICAL CLEARANCE IS LESS THAN 80" ABOVE THE
I '/ 1 2 BOOG I I A B E C F E D B O A B E F C / /�� _ FLOOR. THE LEADING EDGE OF SUCH GUARDRAIL OR
3 G A B � - _ - �� E
I 4 1002 I I C p - NEWELL TOW NE - /U�/ 180 BARRIER SHALL BE 27" MAXIMUM ABOVE THE FLOOR.
(PRIV 1�� w 1036 17 1 / \ / �� 2. PROTRUDING OBJECTS ON CIRCULATION PATHS WITHIN
9 10 11 1 1003 I I I F E D C p E F B CBLDG I1 17 17 \ / �'\ �� / 6, / PUBLIC USE AREAS TO COMPLY WITH 2O10 ADA SECTION
I I 13 I I I BLDG F E ° C B B C 1035 17 176 / / / / 307, INCLUDING:
II 151 1032 I I BLDG I I B034 I 17 17 172 17 17 I 1 \ u~ a. 2010 ADA SECTION 307.2: OBJECTS PROJECTING
3 - 12 I 52 53 154 55 56 157 15g 1 33 161 16 16 165 16 167 168 I 16 = FROM WALLS
- -- - -\ - 712- , � 10 � I I 60 162 I I I \ � _ _ � u i" 1 � HEADROOM b. 2010 ADA SECTION 307.4: MINIMUM CLEAR
T 3. FLOOR AND GROUND SURFACES IN COMMON USE AREAS
W u '
SHALL BE STABLE, FIRM. AND SLIP RESISTANT AND
F _ � I I SHALL COMPLY WITH ANSI 2009 SECTIONS 302.
\ 4. FLOOR AND GROUND SURFACES ALONG ACCESSIBLE
ur -
- ` - - ROUTES AND IN ACCESSIBLE ROOMS AND SPACES WITH
r /PUB \ \ ND
SLIP -RESISTANT C USE AREAS SHALL B STABLE, M1 RES STANT AND SHALLCOMPLYWITH200 ADA
- oAD - \ \ I SECTION 302.
-- - - - - - - - - - - -� s �' aur- -� - - �T CREEK R �uj=� 20� 5. CHANGES IN LEVEL IN COMMON USE AREAS SHALL COMPLY
o - - - UT UT
-710 � ) E �--u i �, � - - MALLARD OT MAtNTAtNEO� � - uT-� \ \ �� � � WITH ANSI 2009 SECTION 303, INCLUDING:
Y -� -r ` f -x 12� 266q_NCD - U \ \ a. ANSI 2009 SECTION 303.2: VERTICAL
W - - 'I S.R. =-- \ I
Ur ur - 1 I b. ANSI 2009 SECTION 303.3: BEVELED
UT- / - I I \ ,��ti c. ANSI 2009 SECTION 303.4: RAMPS
x T - - 6. CHANGES IN LEVEL ALONG ACCESSIBLE ROUTES AND IN
U UT uT _�� - 1 \ ACCESSIBLE ROOMS AND SPACES WITH PUBLIC USE AREAS
x l \\ / -� - - _ U� _ \ \ SHALL COMPLY WITH 2O10 ADA SECTION 303, INCLUDING:
2010 ADA SECTION 303.2: VERTICAL
b. 2010 ADA SECTION 303.3: BEVELED
-710 �� I c. 2010 ADA SECTION 303.4: RAMPS
DESIGN
RESOURCE
GROUP
LANDSCAPE ARCHITECTURE
CIVIL ENGINEERING
TRANSPORTATION PLANNING
2459 Wilkinson Blvd, Ste 200 Charlotte, NC 28208
704.343.0608
www.drgrp.com
O•CORPORATE
_ SEAL _
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r' C-2165
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CONSTRUCTION
DOCUMENTS
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OVERALL
GRADING
PLAN
30 0 30 60 N
SCALE: 1" = 60'
PROJECT #: 598-014
DRAWN BY: JO
CHECKED BY: NB
JANUARY 6, 2020
REVISIONS:
Copyright © 2020 Design Resource Group, PA This plan or drawing and any accompanying documents or calculations are the property of Design Resource Group, PA; and are intended solely for the use of the recipient noted. No third party use or modification is permitted without written authorization
C4.00

11
CABARRUS
COUNTY
SITE
r
VICINITY MAP N
NT5
BUFFER DISTURBANCE AREA = 16,677 SF
r —1 REVEGETATE❑ AREA = 14,313 SF
I
LEVEL 1 REVEGETATION (SEE NOTES ON SHEET 2 FOR REQUIREMENTS)
REVEGETATION REQUIRED: 16,677/1,000 X 10 = 167 TREES
REVEGETATION PROVIDED: 14,313/1,000 X 10 = 143 TREES
(SEE TREE & GROUNDCOVER SELECTION ON SHEET 2)
PAYMENT IN LIEU: $10.00/SQ FT = 2,364 X 10 = $23,640
TREE PROTECTION FENCING (TYP.)
50' PSCO BUFFER LIMITS (TYP.)
EXISTING +6" CALIPER TREES
SURVEYED WITHIN BUFFER (TYP.)
50' PSCO BUFFER LIMITS (TYP.)
BUFFER DISTURBANCE AREA (TYP.)
TREE PROTECTION FENCING (TYP.)
EXISTING +6" CALIPER TREES
SURVEYED WITHIN BUFFER (TYP.)
BUFFER DISTURBANCE AREA (TYP.)
REVEGETATED AREAS (TYP.)
rt
_ RETAINING WALL-
--' r
WALKING TRAIL JJj =.H
'
150' DUKE W R ria
/
DESIGN
RESOURCE
GROUP
P ' LANDSCAPE ARCHITECTLI RE
CIVIL ENGINEERING
' TRAN5PORTATION PLANNING
1 1 2-0�9 YYikxK_on tlAV. Sle 2W Lkablle. NC 36](I6
1 IM 3E3 fNi08
1 waw dpN oom
al
1 '
1
RMP AREA
l / I
4l STREAM IMPACT AREA
7—i
� t
/ 4 EXISTING 50' PSCO BUFFER TO BE REMOVED
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BUFFER
REVEGETATION
EXHIBIT
v as woo
SCALE: 1" = W
PROJECT #: 598.014
"Mm 13r: .1b
CHEMED BY N9
DECEMSER 2, 2019
REVISIONS:
Cnpyrl0k10201V O Npn Rewmee 9�, PA Tw plan a*s en6 arty exampalryin0 Wcunen[5 u celpYaA an ft pmpwW &1)a Res Oi . PA. sW ere nleiWeO sO * W Ike uw aft —V� rw1e0 Wp Wd V" use w mptl1ea9pea pemul[e0 k kiN �. 1

u/_1III:z0nra4i�-a:1119y11:a lIky1Xe7: a1_1It•P►we] I RNIII:L1Milk Eel r�*1
- FOLLOWING BUFFER RESTORATION, DIFFUSE FLOW WILL BE MAINTAINED
THROUGH THE BUFFER IN PERPETUITY.
- IT IS RECOMMENDED THAT CHEMICAL FERTILIZER AND PESTICIDES NOT
BE APPLIED IN THE BUFFER
- ALL PLANTS WILL BE MAINTAINED IN PERPETUITY AND WILL BE
REPLACED AS NECESSARY TO ENSURE THAT THE ORIGINAL PLANTING
DENSITY IS MAINTAINED.
- FOLLOWING THE COMPLETE INSTALLATION OF THE APPROVED WATER
QUALITY BUFFER REVEGETATION PLAN, A FINAL INSPECTION AND
WRITTEN APPROVAL MUST BE MADE BY CHARLOTTE-MECKLENBURG
STORM WATER SERVICES. CALL 704.336.5456 TO SCHEDULE A FINAL
INSPECTION.
- IT IS THE RESPONSIBILITY OF THE PROPERTY OWNER TO MAINTAIN THE
REVEGETATED SITE AND REPAIR, PROTECT, AND ADD ADDITIONAL
CONTROLS TO PROTECT THE BUFFER AS NECESSARY AT THEIR SOLE
EXPENSE.
LEVEL 1 REVEGETATION:
TREE REQUIREMENTS:
- 10 TREE FOR EVERY 1,000 SF
- TREES MAY BE LIVE STAKES OR DORMANT CUTTING FROM THE
PREVIOUS SEASON'S GROWTH. LIVE STAKES MUST BE A MINIMUM OF
3/4" IN DIAMETER AND 3' LONG. DORMANT CUTTING MUST BE A
MINIMUM OF 1/2" IN DIAMETER AND 2 ' LONG.
- 40%-60% OF THE TREES MUST BE UNDERSTORY SPECIES.
- NO GREATER THAN 10% OF THE TREE CAN BE PINES.
SHR IREMENTS:
- 20% OF TO BE REVEGETATED CAN BE P N SHRUBS
INSTEAD OF TREES NSITY OF 3 S FOR EVERY 1,000 SF.
- SHRUBS MUST BE CONTAINER ARE ROOT STOCK.
SHRUBS MUST BE P IN GROUPS SELY AROUND THE
OUTER E THE BUFFER TO PREVENT LIGHT P ION AND
IONIZATION BY INVASIVE SPECIES.
GROUNDCOVER REQUIREMENTS:
- ACHIEVE 100% GROUNDCOVER OF ALL EXPOSED SOILS (NO BARE ARES
LARGER THAN 1 SF) USING NATIVE SEEDS MIXES, GRASS -LIKE PLANTS,
AND FORBS; OR MULCH IN ACCORDANCE WITH THE FOLLOWING CRITERIA
-- WHEN MULCH IS USED AS THE GROUNDCOVER OPTION, IT MUST BE
MAINTAINED FOR A MINIMUM OF 2 YEARS AT A MINIMUM DEPTH OF
2". THE MULCH MUST BE SHREDDED OR CHIPPED WOOD OR LEAF
MOULD. SAWDUST, PINE/WHEAT STRAW AND PINE BARK CANNOT BE
USED.
- MULCH MUST BE MAINTAINED AROUND THE BASE OF ALL TREES AND
SHRUBS FOR A MINIMUM 5 YEAR FOLLOWING PLANTING AT A MINIMUM
DEPTH OF 2". THE MULCH MUST BE SHREDDED OR CHIPPED WOOD OR
LEAF MOULD. SAWDUST, PINE/WHEAT STRAW AND PINE BARK CANNOT
BE USED.
ADDITIONAL REQUIREMENTS:
- ALL TREES AND SHRUBS MUST BE MAINTAINED IN PERPETUITY AND
REPLACED AS NECESSARY TO ENSURE THAT THE ORIGINAL PLANTING
DENSITY IS MAINTAINED.
- THE USE OF TREE SHELTERS IS STRONGLY RECOMMENDED TO PROTECT
AGAINST DEER GRAZING AND MOWER DAMAGE.
- EROSION WITHIN THE BUFFER IS STRICTLY PROHIBITED. IF MULCH IS
NOT SUFFICIENT TO PREVENT EROSION, A VEGETATIVE GROUND COVER
IS REQUIRED.
BUFFER TREE SCHEDULE
KEY
QTY.
SCIENTIFICNAME
COMMONNAME
TYPE
CC
22
CERCIS CANADENSIS
REDBUD
UNDERSTORY EVERGREEN (40%-60% UNDERSTORY)
CK
22
CORNUS FLORIDA
FLOWERING DOGWOOD
UNDERSTORY EVERGREEN (40%-60% UNDERSTORY)
10
21
ILEX OPACA
AMERICAN HOLLY
UNDERSTORY EVERGREEN (40%-60% UNDERSTORY)
LT
21
LIRIODENDRON TULIPIFERA
TULIP POPLAR
OVERSTORY DECIDUOUS
NS
21
NYSSA SYLVATICA
BLACK GUM
OVERSTORY DECIDUOUS
PV
14
PINUS VIRGINIANA
VIRGINIA PINE
OVERSTORY EVERGREEN (10% PINE)
FQS
22
QUERCUS SHUMARDII
SHUMARD OAK
OVERSTORY DECIDUOUS
= 143 TOTAL TREES
NOTE: CONTRACTOR MAY SUBSTITUTE TREES SPECIES
FROM APPROVED WATER QUALITY PLANT LIST AFTER
PRIOR VERIFICATION FROM LANDSCAPE ARCHITECT
TREE REPLANT OPTION
ONLY TO BE APPLIED GROUNDCOVER:
CONTRACTOR TO SELECT GROUNDCOVER SEED MIX FROM THE APPROVED LIST BELOW.
COMM011 \acne{I) I Botanical lame Percentage of llis(2)
Herbaceous Grouudeover Seed Mix
CortunOn white snakeroot
A er•atiraa altissiaaaa
5
Tickseed swiflio es
Bidens mistosa
10
parrridue peg
Chaanlaecrista ascicralata
10
Rivet oats
Clarrstnanthiaraat lati olirrrir
10
Lonastalk coreapsis
Coreopsis laraceolata
10
Boneset
Errpatorzrrara per fohatural
5
1an-owleaf sunflower
Helianthi ara nsrf alias
10
Sundro ps
Denothera biennia
5
Pelnlsvlvania suiarmeed
P0l1 omarn eanlstrhraraiclrrra
10
Black -eve Susan
Rardbeekia 1lirrn
10
Blue -stem zoldenrod
Soladaga caesia
5
Heath aster
SLrrraphronichunr pilosuraa
10
[ 1) The above Herbaceous Groi Coz-er Seed Mixes ve all connnercially available. Below- are a few
links to nurseries that carry this stock. The seed mix can be obtained from Ernst S eed Co.
littp: �i��zr.clarzniuszt.cotnplants.hun
lttty: «�11t •mzllmrmarsh£arm.conti
lutp: coastalajlainnursel�•.com
latw: ttinn.ernstseed.colu szzd-ruixe:
(.2) Seed mix at 30 pounds per acre. Overseed with 20 pounds per acre rye grain (Secale cereale) and 10
pounds per acre Foxtail millet (Setar is italica}.
dria
DESIGN
RESOURCE
GROUP
LANDSCAPE ARCHITECTURE
CIVIL ENGINEERING
TRANSPORTATION PLANNING
2459 Wllkinsop Bli Ste 200 Charlotte, INC 28208
704.343.0608
www.drgrpeo,h
co
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BUFFER
REVEGETATION
NOTES
PROJECT #: 598-014
DRAWNBV: JO
CHECKED BY NB
DECEMBER 2, 2019
REVISIONS:
Copyright © 2019 Design Resource Group, PA This plan or drawing and any accompanying documents or calculations are the property of Design Resource Group, PA; and are intended solely for the use of the recipient noted. No third party use or modification Is permitled without written authorization.
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