20230271 Ver 1_Design/Maps/Site Plans Revised_20240202 (3)

ORIENTATION MAP
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WALKER BRANCH & HOOVER CREEK GREENWAY
BEGIN TRAIL SEGMENT
- L1 - STA: 10+00
TRAIL SEGMENT
- Y2 - STA: 10+00 -10+84
TRAIL SEGMENT
_ w _ QTA- in-Lnn _ IQ.Lan
95% CONSTRUCTION DOCUMENTS
CHARLOTTE, NORTH CAROLINA
TIP PROJECT NO.
�
END TRAIL SEGMENT
/
- L2 - STA: 57+85
I
�
TRAILHEAD, SEE
s
C-92X SERIES, ALT. (B)
I '
TRAIL SEGMENT
- Y4 - STA: 10+00 -11+83
Ali
IN
W X
i
'r
TRAIL SEGMENT - L2 -
WALKER BRANCH GREENWAY
I; /
(ALT. A)
I•
1
PARKSIDE CROSSING
�
COMMUNITY
1
BEGIN TRAIL SEGMENT - L2 - (ALT. A)
END TRAIL SEGMENT - L2 - (BASE BID)
�~
TRAIL SEGMENT - L2 -
WALKER BRANCH GREENWAY
(BASE BID)
I
TRAIL SEGEMENT
- Y3 - STA: 10+00 -11+46
SOUTHWEST
MIDDLE SCHOOL V/
BEGIN TRAIL SEGMENT
- L2 - STA: 10+00
STONEFIELD
COMMUNITY
ENCLAVE AT
RIVERGATE APARTMENTS
THE BANKS AT
10
A 000 '
THE SHOPS AT /
RIVERGATE SOUTH ♦�
01 WALKER STEELE
CREEK APARTMENTS
I JZ Ole�
TRAIL SEGMENT - L1 -
t J ��, HOOVER CREEK GREENWAY
UNITY - ^ (BASE BID)
CLASSICAL
CHARTER
SCHOOL
COVENTRY
COMMUNITY
II
SOUTH TRYON STEET (NC49)
HAWK BEACON + PED CROSSING
SEE C-1001 �XI SERIES, ALT. (C)
STEELE CREEK
ATHLETIC ASSOCIATION
EXISTING TRAIL SEGMENT,
- L1 - STA: 47+00
SHEET INDEX
WALKER BRANCH
GREENWAY
HU NTINGTON
MEADOW LANE
_�° �
AL.�.._..
BRAN HE R.
j f HOOVER
' CREEK
' GREENWAY
VICINITY MAP N.T.S.
SHEET # SHEET TITLE CONSULTANT SURVEY DISCLAIMER
GENERAL HOOVER CREEK + WALKER BRANCH GREENWAY ALTA/NSPS LAND TITLE SURVEY ISSUED JANUARY 5, 2021
PROVIDED BY JAMES MAUNEY & ASSOCIATES, P.A. 6405
C-000 COVER SHEET cis WILKINSON BLVD., BELMONT, NC 28012 [phone]
C-001
GENERAL NOTES
cis
C-002
BUILDING CODE SUMMARY
CJS
FEMA SOURCE
C-003
CONSTRUCTION ACCESS PLAN
cis
FEMA INFORMATION PROVIDED BY FEMA PANELS 371044090014
& 3710450000K ISSUED SEPTEMBER 2, 2015.
C-004
TYPICAL PAVING SECTIONS - GREENWAY
Cis
C-005
TYPICAL PAVING SECTIONS - GREENWAY
cis
C-006
TYPICAL PAVING SECTIONS - GREENWAY
cis
PROJECT DATA
C-007
DRAINAGE SUMMARY
cis
PLAN + PROFILE I HOOVER CREEK GREENWAY
DESCRIPTION
CH-210
-L1- PLAN + PROFILE (STA 10+00-21+00)
CJS
ASPHALT + CONCRETE GREENWAY, PREFABRICATED LOW WATER
CROSSINGS + BOARDWALK, TRAIL HEAD, BOULDER RELOCATION,
CH-211
-L1- PLAN + PROFILE (STA 21+00-32+50)
cis
PEDESTRIAN BRIDGE CROSSING, AND DRAINAGE STRUCTURES
CH-212
-L1- PLAN + PROFILE (STA 32+50-43+50)
cis
CH-213
-L1- PLAN + PROFILE (STA 43+50-47+00)
cis
PROJECT PHASING
CH-214
-Y1- PLAN + PROFILE (STA 10+00-13+90)
cis
BASE BIDS TRAIL SEGMENTS L1 + PORTION
CH
-Y2- PLAN + PROFILE (STA 10+00-10+84)
�J$
OF L2 + Y1 + Y2 + Y3
CH-216
SITE PLAN - PRIVATE DRIVE CROSSING
cis
ALT A- TRAIL SEGMENT L2 + Y4
CH-217
SITE PLAN - WALKER BRANCH CROSSING
cis
ALT B- TRAILHEAD
CH-218
SffE PLAN - RIVERGATE PRKWY CROSSING
eis
ALT C: HAWK BEACON + NC49 PED. CROSS WALK
PLAN + PROFILE I WALKER BRANCH GREENWAY
DESIGN CRITERIA
CW-220
-L2- PLAN + PROFILE (STA 10+00-22+00)
cis
DESIGN SPEED: 20 MPH
CW-221
-L2- PLAN + PROFILE (STA 22+00-34+00)
cis
LEAN ANGLE: 20 DEGREES (BICYCLE)
CW-222
-L2- PLAN + PROFILE (STA 34+00-46+00)
cis
CW-223
-L2- PLAN + PROFILE (STA 46+00-57+85)
cis
GREENWAY DISTANCE
CW-224
-Y3- PLAN + PROFILE (STA 10+00-11+56)
cis
-L1-LENGTH: 0.70 MILES
CW-225
-Y4- PLAN + PROFILE (STA 10+00-11+83)
cis
-L2-LENGTH: 0.88 MILES
CW-226
SITE PLAN - HUNTINGTON MEADOW LANE CROSSING
cis
-Y1-LENGTH: 0.09 MILES
-Y2-LENGTH: 0.01 MILES
EROSION CONTROL I HOOVER CREEK GREENWAY
—Y3—LENGTH: 0.03 MILES
-Y4-LENGTH: 0.03 MILES
CH-310
-L1- EROSION CONTROL PLAN
CJS
CH-3t1
-L1- EROSION CONTROL PLAN
cis
TOTAL LENGTHS 1.74 MILES
CH-312
-L1- EROSION CONTROL PLAN
cis
CH-313
-L1- EROSION CONTROL PLAN
cis
CONTACT INFO
CH-314
-Y1- EROSION CONTROL PLAN
cis
CH-315
-Y2- EROSION CONTROL PLAN
cis
SURVEYOR:
EROSION CONTROL I WALKER BRANCH GREENWAY
JAMES MAUNEY +ASSOCIATES, PA6405
WILKINSON BLVD. SUITE 11
CW-320
-L2- EROSION CONTROL PLAN
CiS
T, NORTH CAROLINA 28012
HONE:
PHONE: [phone]
P
CW-321
-L2- EROSION CONTROL PLAN
Cis
CW-322
-L2- EROSION CONTROL PLAN
cis
CONTACT:
CW-323
-L2- EROSION CONTROL PLAN
cis
JAMES MAUNEY I [e-mail]
CW-324
-Y3- EROSION CONTROL PLAN
cis
LANDSCAPE ARCHITECT + CIVIL ENGINEER
CW-325
-Y4- EROSION CONTROL PLAN
cis
0OLEJENEST + STONE (BOLTON-MENQ
PLANTING - SWIM BUFFER MITIGATION I HOOVER CREEK GREENWAY
200 SOUTH TRYON ST. SUITE 1400
CHARLOTTE, NORTH CAROLINA 28202
*CH-410
PLANTING PLAN - SWIM BUFFER MMGATION
cis
PHONE: [phone]
PLANTING - SWIM BUFFER MITIGATION I WALKER BRANCH GREENWAY
CONTACT:
*CW-420
PLANTING PLAN - SWIM BUFFER MMGATION
cis
PAUL KUNZE, PLA I [e-mail]
MARSHALL GILES, PLA I [e-mail]
TYPICAL CROSS SECTIONS I HOOVER CREEK GREENWAY
STRUCTURAL + CIVIL ENGINEER
CH-510
-L1- CROSS SECTIONS
Cis
HAZEN + SAWYER ENGINEERING
CH-511
-L1- CROSS SECTIONS
Cis
9101 SOUTHERN PINE BLVD. SUITE 250
CH-512
-L1- CROSS SECTIONS
cis
CHARLOTTE, NORTH CAROLINA 28273
PHONE: [phone]
CH-513
-L1- CROSS SECTIONS
cis
CH-514
-L1- CROSS SECTIONS
Cis
CONTACT:
CH-515
-L1- CROSS SECTIONS
cis
JARROD KARL I JKARL®HAZENANDSAWYER.COM
CH-516
-L1- CROSS SECTIONS
cis
CH-517
-Y1- CROSS SECTIONS
cis
STRUCTURAL ENGINEER
CH-518
-Y1- CROSS SECTIONS
cis
ARP ENGINEERING
CH-519
-Y1- CROSS SECTIONS
cis
Po Box 587
MONROE, NORTH CAROLINA 28111
CH-520
-Y2- CROSS SECTIONS
cis
PHONE: [phone]
TYPICAL CROSS SECTIONS I WALKER BRANCH GREENWAY
CONTACT:
DEAN ARP, PE, SE I DEAN®ARPENG.COM
CW-520
-L2- CROSS SECTIONS
cis
CW-521
-L2- CROSS SECTIONS
cis
CW-522
-L2- CROSS SECTIONS
cis
CW-523
-L2- CROSS SECTIONS
cis
SHEET INDEX LEGEND
CW-524
-L2- CROSS SECTIONS
cis
CW-525
-L2- CROSS SECTIONS
cis
X X - # # #
CW-526
-Y3- CROSS SECTIONS
cis
— — — — —
CW-527
-Y3- CROSS SECTIONS
cis
CW-528
-Y4- CROSS SECTIONS
cis
CW-529
-Y4- CROSS SECTIONS
�S
SHEET #
STREAM RESTORATION I HOOVER CREEK + WALKER BRANCH GREENWAY
CORRESPONDING TRAIL SEGMENT
0 = HOOVER + WALKER
C-600
GENERAL NOTES - STREAM
HS
1 = HOOVER
2 = WALKER
C-601
TYPICAL CROSS SECTIONS - STREAM
HS
C-602
DETAILS - STABILIZATION
HS
SHEET SERIES
C-603
LANDSCAPE PLAN - STREAM
HS
CORRESPONDING TRAIL SEGMENT
C-604
LANDSCAPE PLAN - STREAM
HS
N/A = HOOVER + WALKER
C-605
DETAILS - LANDSCAPE
H = HOOVER
W = WALKER
STREAM RESTORATION I HOOVER CREEK GREENWAY
DISCIPLINE
CH-610
-Y1- PLAN + PROFILE
HS
(C = CIVIL I S = STRUCTURAL)
CH-611
-L1- CASCADE PLAN + PROFILE
HS
STREAM RESTORATION I WALKER BRANCH GREENWAY
"*" INDICATES PLAN SHEET NOT INCLUDED IN 95%
CONSTRUCTION DOCUMENTS
CW-620
-L2- CASCADE PLAN + PROFILE
HS
CW-621
-L2- LOW WATER CROSSING
HS
"**"INDICATES NON STANDARD SHEET NAMING +NUMBERING
CONVENTION
CW-622
-Y4- LOW WATER CROSSING
HS
DETAILS I
HOOVER CREEK + WALKER BRANCH GREENWAY
C-800
DETAILS - EROSION CONTROL
cis
C-801
DETAILS - SITE
cis
C-802
DETAILS - SITE
cis
C-803
DETAILS - SITE
cis
C-804
DETAILS - SITE
cis
**TRAILHEAD I WALKER BRANCH GREENWAY
C-920
SITE PLAN -TRAILHEAD
cis
C-921
VEHICULAR MOVEMENT - TRAIL HEAD
cis
C-922
EROSION CONTROL PLAN - TRAILHEAD
cis
C-923
GRADING PLAN - TRAILHEAD
cis
C-924
LANDSCAPE PLAN - TRAILHEAD
cis
**NCDOT
I SOUTH TRYON STREET (NC49) HAWK BEACON + PEDESTRIAN CROSSING
*C-1000
DEMOLMON PLAN
cis
C-1001
SITE PLAN - SOUTH TRYON STREET (NC49)
cis
C-1002
DETAILS - NCDOT SOUTH TRYON STREET (NC49)
cis
**STRUCTURAL I BOARDWALK + SWALE BRIDGE + BRIDGE UPFIT
8-100
STRUCTURAL NOTES - BOARDWALKS + SWALE BRIDGE + BRIDGE UPFIT
ARP
S-101
BOARDWALK - PARTIAL PLAN 10'
ARP
S-102
BOARDWALK - PARTIAL PLAN 20'
ARP
S-103
DETAILS - BOARDWALK
ARP
S-104
TYPICAL SECTIONS - BOARDWALK
ARP
S-105
TYPICAL ELEVATIONS - BOARDWALK
ARP
S-106
TYPICAL ELEVATIONS - BOARDWALK
ARP
S-107
DETAILS - APPROACH SLAB
ARP
S-108
DETAILS - SWALE BRIDGE
ARP
S-109
EXISTING BRIDGE UPIFIT
ARP
**STRUCTURAL I PEDESTRIAN BRIDGE + LOW WATER CROSSINGS
SS-100
STRUCTURAL NOTES - PED. BRIDGE + LOW WATER CROSSING
HS
SS-101
DETAILS - STANDARD
HS
SS-102
-Y1- PED. BRIDGE
HS
SS-103
-L2- LOW WATER CROSSING
HS
SS-104
-Y4- LOW WATER CROSSING
HS
Cole7enest&Stone
BOLTON & MENK,INC.
200 SOUTH TRYON STREET, SUITE 1400
CHARLOTTE, NORTH CAROLINA 28202
Phone: [phone]
Email: [e-mail]
www.bolton-menk.com
MECK CO. PARK
AND RECREATION
5841 BROOKSHIRE BLVD
CHARLOTTE, NC 28216
WALKER BRANCH
& HOOVER CREEK
GREENWAY
CHARLOTTE, NC
COVER SHEET
Project No.
4731.00
Issued
11/09/2022
95% CONSTRUCTION DOCUMENTS
Revised
0911
O : c° SEAL
m F-1409
yp C-596
-' �Th'CAR��\
NOT FOR
CONSTRUCTION
SCALE: 1 "=400'
0 200' 400' 800'
CMOOO
The drawings, the project manual and the design
shown theron are instruments of ColeJenest & Stone,
P.A.. The reproduction or unauthorized use of the
documents without consent of ColeJenest & Stone,
P.A. is prohibited. O
c
ColeJenest & Stone, P.A. 2022

PVI STA: 21+85.56
PVI ELEV: 600.14
K: 10.87
LVC: 50.00
HIGH PT. STA:
21+96.45
PVI STA: 24+87.08
HIGH PT ELEV: co
PVI
ELEV: 596.23
605
o
'0 599.91 a
K: 19.80
605
+ rn
LVC: 50.00
+
LO N 0LOW
PT. STA:
N
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24+87.78
I
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PVI
STA: 31+99.63
N
v � �
00 LOW PT ELEV: 00
5.1.5
PVI
ELEV: 592.99
>
m > W
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596.38 o to
25.00
m
w
N '�
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1.50%
LK:
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+ rn
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PROPOSED GRADE
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to N �
600
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m m
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3.53%
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SWALE BRIDGE
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WITH RAILING
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590
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585
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EX 398 LF OF 24''DIP
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EX 168 LF OF 24" DIP 00.35%
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24" DIP 0 0.13%
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27+00
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28+00
28+50
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31 +00
31 +50
32+00
32+50
33+00
HOOVER -
L1 -
PROFILE (STA
21+00-32+50)
SCALE 1"
=
40' HORIZ.
1" = 4'
VERT.
THE PROPOSED vADJACENT �SWALEvBRIDGE TO
CREATE SEATING. BOULDERS TO BE FIELD
PLACED WITH OWNER/LANDSCAPE ARCHITECT
_ Ftwr _
FLW FLWY
CIPA
\ LIMITS OF FLOODWAY
C&4 \ LIMITS OF COMMUNITY
ENCROACHMENT AREA
Z4CPA
FLWY Fl wy
\ ALwY \
EXISTING SEWER
BOARDWALK STRUCTURE, TYP. -
SEE SHEETS S-100-106
EXISTING WETLANDS, TYP. -
STA: 27+31.03 -
END BOARDWALK
PROPOSED CONCRETE APPROACH
SLAB, TYP. SEE SHEET S-107.
STA: 27+41.03
BEGIN CONCRETE TRAIL
CEA
CFA
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SLAB, TYP. SEE SHEET S-107
STA: 25+91.04
BEGIN BOARDWALK
FILL LIMITS, TYP.
PROPOSED 10' M.U.P (-U--)
LIMITS OF FLOODWAY /
Y LIMITS OF COMMUNITY
ENCROACHMENT AREA
FLMIY FLVN Flwr
LIMITS OF ZONE AE, 100 -
YEAR FLOODPLAIN
LIMITS OF ZONE X, 500 -
YEAR FLOODPLAIN
0
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WALKER BRANCH
GREENWAY
i
HUNTINGTON
MEADOW LANE
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w
.0
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BRANCH
DR ..
HOOVER
CREEK
GREENWAY
VICINITY
MAP
N.T.S.
SURVEY DISCLAIMER
ALTA/NSPS LAND TITLE SURVEY ISSUED JANUARY 5, 2021
PROVIDED BY JAMES MAUNEY & ASSOCIATES, P.A. 6405
WILKINSON BLVD., BELMONT, NC 28012 [phone]
FEMA SOURCE
FEMA INFORMATION PROVIDED BY FEMA PANELS 3710440900H
& 3710450000K ISSUED SEPTEMBER 2, 2015.
HOOVER SHEET KEY N.T.S. Ti
CURVE TABLE
CURVE #
RADIUS
LENGTH
CHORD LENGTH
CHORD DIRECTION
C2
100.00
19.28
19.25
N68°05'58"E
C3
100.00
19.28
19.25
N68°05'58"E
C4
50.00
32.86
32.27
N43°44'50"E
C5
1 50.00
31.98
31.44
N43°14'38"E
C6
50.00
21.08
20.93
N49°29'21"E
C7
100.00
34.36
34.19
N47*15'10"E
C8
50.00
25.16
24.89
N71°30'35"E
C9
50.00
47.46
45.70
N58°43'52"E
em2igau
1. CONTRACTOR IS FULLY RESPONSIBLE FOR CONTACTING APPROPRIATE
PARTIES AND ENSURING THAT ALL EXISTING UTILITIES ARE LOCATED
PRIOR TO CONSTRUCTION.
2. CONTRACTOR IS RESPONSIBLE FOR PLACING BARRICADES, USING FLAG
MEN, ETC., AS NECESSARY TO ENSURE THE SAFETY OF THE PUBLIC.
3. ALL PAVEMENT CUTS, CONCRETE OR ASPHALT, ARE TO BE REPLACED
ACCORDING TO THE STANDARDS OF THE NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION, OR LOCAL JURISDICTION,
WHICHEVER IS MORE STRINGENT.
4. SHORING SHALL BE IN ACCORDANCE WITH OSHA TRENCHING
STANDARDS, 29 CFR, PART 1926, SUBPART P, OR AS AMENDED.
Cole7enest&Stone
BOLTON & MENK,INC.
200 SOUTH TRYON STREET, SUITE 1400
CHARLOTTE, NORTH CAROLINA 28202
Phone: [phone]
Email: [e-mail]
www.bolton-menk.com
MECK CO. PARK
AND RECREATION
5841 BROOKSHIRE BLVD
CHARLOTTE, NC 28216
WALKER BRANCH
& HOOVER CREEK
GREENWAY
CHARLOTTE, NC
-L1-PLAN + PROFILE
(STA 21 +00-32+50)
Project No.
4731.00
Issued
11/09/2022
95% CONSTRUCTION DOCUMENTS
Revised
1 v •:.•RP Rq .: 2'
SEAL F : n
m F-1409
Zp C-596
NOT FOR
CONSTRUCTION
N
SCALE: 1 "=40'
0 20' 40' 80,
CHm211
The drawings, the project manual and the design
shown theron are instruments of ColeJenest & Stone,
P.A.. The reproduction or unauthorized use of the
documents without consent of ColeJenest & Stone,
P.A. is prohibited. O
C
ColeJenest & Stone, P.A. 2022

600
600
NOTE: CONTRACTOR TO FIELD
VERIFY STATUS OF ADJACENT
CDOT BRIDGE PROJECT PRIOR TO
CONSTRUCTION, DESIGN BY OTHERS
PM STA: 40+21.41
PA ELEV. 588.88
K: 30.42
LVC: 50.00
595
595
LOW PT. STA:
40+11.62
co C� LOW PT ELEV:
+ 588.97
-�447. 46q
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+ CO1.0)� 0U)
7
-0.50%
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EXISTINGGROUND
m 0° w w
590
590
PROPOSED
GRADE
585
585
PROPOSED 24" RCP
580
580
EX 343 LF OF 24" DIP 0 0.567.
575
-------------
575
0.56%
EXISTING 8" PVC
EX 161 LF OF 24" DIP 0 0.58% I
I
EX 19 LF OF EX 22 LF OF
570
24" DIP 0 0.56% 24" DIP 00.567.
570
EX 20 LF OF
24" DIP 0 -0.10%
565
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00
0)
00
00
00
00
00
6)
00
6)
00
Cn
00
Cn
00
O
O)
O
O)
O
O)
O
O)
N
Cn
N
Cn
N
N
N
O)
N
O)
Cn
Cn
O)
00
O)
00
O)
O)
O)
O)
O)
O)
O)
O)
33+50 34+00 34+50 35+00 35+50 36+00 36+50 37+00 37+50 38+00 38+50 39+00 39+50 40+00 40+50 41+00 41+50 42+00 42+50 43+00 43+50 44+00 44+50 45+00
HOOVER - L1 - PROFILE (STA 32+50-43+50) SCALE 1" = 40' HORIZ. 1" = 4' VERT.
il
0
2 b9 _ /y /
.Ile
ss
loo, I'll
SS Fn
/j
�^ SEx+-
\,
34+0
o, 100
-51 ��_o
ZONE X
1dA * ZONE
- Ne
- /zoo PE LIMITS OF ZONE X, 500 �> YEAR FLOODPLAIN 0ro�
x
ZONEz�'E LIMITS OF ZONE AE, 100
LONE X
YEAR FLOODPLAIN
oNE PE LIMITS OF COMMUNITY
z�EX Z ENCROACHMENT AREA
____2°26NXE A ::� I IAAITC nF FI nc)nwAY
­% 5 I A: 4U+16.2U
END ASPHALT TRAIL
CIP CONCRETE SWALE BRIDGE, SEE SHEET S-100 + S-108
r \ STA:40+23.51 TO 40+34.58
STA: 40+45.38
\ZONE AE BEGIN ASPHALT TRAIL
ZONE FLwySTEELECREEK RIVERGATE
CEA
FtWy APARTMENTS, LLC.
Nf Af
SEA FLWy DEED BOOK 31825, PAGE 98
SEA FLwy
2p^ ` FLWY
F H SEA
` FILL LIMITS, TYP.
FLWV•
` ±103 SF OF TEMPORARY
DISTURBED WETLAND AREA
LIMITS OF ZONE X, 500 STREAM ENHANCEMENT, SEE
YEAR FLOODPLAIN SHEETS C-600 TO C-603 + CH-611
LIMITS OF ZONE AE, 100
YEAR FLOODPLAIN STA: 43+51.97
END ASPHALT TRAIL
BEGIN CONCRETE TRAIL
CONTRACTOR TO FIELD VERIFY STATUS
OF ADJACENT CDOT BRIDGE PROJECT
PRIOR TO CONSTRUCTION, BRIDGE +
STREET DESIGN BY OTHERS
i
WALKER BRANCH
GREENWAY
i
HUNTINGTON
MEADOW LANE
1
W
L z C�
L e
0
Ng9�
VVALK
HE
R. /�'
HOOVER
_
CREEK
'
GREENWAY
VICINITY MAP
N.T.S.
SURVEY DISCLAIMER
ALTA/NSPS LAND TITLE SURVEY ISSUED JANUARY 5, 2021
PROVIDED BY JAMES MAUNEY & ASSOCIATES, P.A. 6405
WILKINSON BLVD., BELMONT, NC 28012 [phone]
FEMA SOURCE
FEMA INFORMATION PROVIDED BY FEMA PANELS 3710440900H
& 3710450000K ISSUED SEPTEMBER 2, 2015.
HOOVER SHEET KEY N.T.S. Ti
CURVE TABLE
CURVE #
RADIUS
LENGTH
CHORD LENGTH
CHORD DIRECTION
C10
350.00
283.23
275.57
N54.43'20"E
C11
200.00
33.36
33.32
N73.07'34"E
C12
150.00
42.56
42.42
N76.28'32"E
C13
150.00
53.28
53.00
S85.13'10"E
C14
150.00
82.00
80.99
N89.17'44"E
C15
120.00
29.45
29.38
N66.36'11"E
C16
150.00
44.56
44.40
N68°04'59"E
I �
t
1. CONTRACTOR IS FULLY RESPONSIBLE FOR CONTACTING APPROPRIATE
PARTIES AND ENSURING THAT ALL EXISTING UTILITIES ARE LOCATED
PRIOR TO CONSTRUCTION.
2. CONTRACTOR IS RESPONSIBLE FOR PLACING BARRICADES, USING FLAG
MEN, ETC., AS NECESSARY TO ENSURE THE SAFETY OF THE PUBLIC.
3. ALL PAVEMENT CUTS, CONCRETE OR ASPHALT, ARE TO BE REPLACED
ACCORDING TO THE STANDARDS OF THE NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION, OR LOCAL JURISDICTION,
WHICHEVER IS MORE STRINGENT.
4. SHORING SHALL BE IN ACCORDANCE WITH OSHA TRENCHING
STANDARDS, 29 CFR, PART 1926, SUBPART P, OR AS AMENDED.
Cole7enest&Stone
BOLTON & MENK,INC.
200 SOUTH TRYON STREET, SUITE 1400
CHARLOTTE, NORTH CAROLINA 28202
Phone: [phone]
Email: [e-mail]
www.bolton-menk.com
MECK CO. PARK
AND RECREATION
5841 BROOKSHIRE BLVD
CHARLOTTE, NC 28216
0
WALKER BRANCH
& HOOVER CREEK
GREENWAY
CHARLOTTE, NC
-L1-PLAN + PROFILE
(STA 32+5043+50)
Project No.
4731.00
Issued
11/09/2022
95% CONSTRUCTION DOCUMENTS
Revised
oMF���=
1 v :.•RP R,
SEAL F : n
m F-1409
Zp C-596
CA
NOT FOR
CONSTRUCTION
'Y
SCALE: 1 "=40'
0 20' 40' 80,
CHm212
The drawings, the project manual and the design
shown theron are instruments of ColeJenest & Stone,
P.A.. The reproduction or unauthorized use of the
documents without consent of ColeJenest & Stone,
P.A. is prohibited. O
C
ColeJenest & Stone, P.A. 2022

m
- LIMITS OF COMMUNITY
ENCROACHMENT AREA
- LIMITS OF FLOODWAY
\ \ NN O 2
- EXISTING 10' M.U.P 27f
- BREAK POINT FOR MUP TIE IN
- RECONFIGURE EXISTING MUP N�
TO TIE IN AS INDICATED. \
- EXISTING BENCH, RELOCATE
AS DIRECTED BY OWNER
N
- PORTION OF EXISTING TRAIL \
� � �\\\
TO BE DEMOLISHED
EXISTING WALKER \BRANCH TRAIL \ \ \ \ \
\ \ \ J SEGMENT TO RIVERGATE PARKWAY NN�\�
� STA: 47+05.27
BREAK POINT FOR EXISTING MUP
33.446'06"E TO TIE IN PROPOSED MUP
N `
\ \ \
47+15.90 ~
47+00 A /�
L=35.91 j 1
R=40.00
S87' 48' 20.58"E CONTRACTOR TO RELOCATE
0.93' BOULDERS FROM I� 1
CONSTRUCTION OF GREENWAY
' m +00 TO TRAIL CROSSINGS I
i STA: 46+53.04
X- _SS ADJUST EXISTIN 46+00 INTERSECTION 10' MUP 0 j111
_ MANHOLE PROPOSED 3 SHOULDER
)Ex �
I/ � - 18 �_FILL ? LIMITS, TYP.
MEN SEE SHEET _ s
-ENLARGE_� ss_
- _ - -CKLENBURG JNTY
DEED BOOK 37,
PAGE6
_ 1
�- FLwr I -_
610
600
605
595
PROPOSED GRADE
PVI STA: 46+53.63
600
PVI ELEV: 582.42
590
K: 17.94
\
LVC: 50.00
co Ln
a0 U� r�
N to c0
CO 00
CD
a!
t+0
+
00
W
�
595
> m
585
m V
>
�
W
/\ W
TRAIL INTERSECT
_1'7190
STA. 46+38.01
ELEV = 583.00
590
-
580
EXISTING GROUND
END 10' GREENWAY CONSTRUCTION
MATCH EXISTING GREENWAY
STA. 46+82.52
ELEV = 581.92
585
575
EX 223 L
OF 24" DIP 00.5
580
570
0%
575
565
570
I I
560
_ _
M 00 00 M M M r7
n O O 00 00 cp cp
pj
00
r-
00
r- � N N N
00 00 00 00 00
00 00
00
45+50 46+00 46+50
47+00 47+50 48+00
48+50 49+00 49+50 50
00
HOOVER
- L1 -
PROFILE (STA 43+50-47+00)
SCALE 1" = 40' HORIZ. 1" = 4' VERT.
J
ot
Site W6 (Wetland W5)
Forested? No
Permanent Impact = 0.001 ACI
±52 SF OF TEMPORARY
DISTURBED WETLAND AREA
±57 SF OF DISTURBED
WETLAND AREA
Il/ �
STA: 44+69.75
II / ' END CONCRETE TRAIL
PROPOSED CONCRETE
�IIIII / I APPROACH SLAB.
SEE SHEET S-107STA: 44+79.88
\
)III BEGIN BOARDWALK
EXISTING WETLANDS,
TYP.
N 76'
ss
5s1
STA: 45+73.56
BEGIN ASPHALT TRAIL - Fl-WY
m jr - } \ \ - - - -L PROPOSED CONCRETE APPROACH
�c > -z_ SLAB. SEE SHEET S-107
D STA: 45+63.03
END BOARDWALK
BOARDWALK STRUCTURE, TYP. mot \
SEE SHEETS S-100-106
\ \ FLWY ±132 SF OF TEMPORARY
D ^ m \ FLWY DISTURBED WETLAND AREA \
LIMITS OF FLOODWAY
Site W5 (Wetland W5) LIMITS ZONE AE, 100
YEAR FLOODPLAIN
LIMITS OF ZONE X, 500
Forested? NO YEAR FLOODPLAIN
LIMITS OF COMMUNITY
ENCROACHMENT AREA
Temporary Impact = 0.004 AC q zo
r
I
i
EXISTING SANITARY SEWER,
FRB A H TRIBUTARY
BANKFULL BENCH DESIGN, \�
SEE CH-612
i f
i
WALKER BRANCH
GREENWAY
i
HUNTINGTON
MEADOW LANE
1
/
• ,l
W
C)
LU z \ �'
L e
0
S
��GPA
.�.._..
BRAN t4 %��.
m
R.
HOOVER
j
'
CREEK
GREENWAY
VICINITY MAP
N.T.S.
SURVEY DISCLAIMER
ALTA/NSPS LAND TITLE SURVEY ISSUED JANUARY 5, 2021
PROVIDED BY JAMES MAUNEY & ASSOCIATES, P.A. 6405
WILKINSON BLVD., BELMONT, NC 28012 [phone]
FEMA SOURCE
FEMA INFORMATION PROVIDED BY FEMA PANELS 3710440900K
& 3710450000K ISSUED SEPTEMBER 2, 2015.
HOOVER SHEET KEY N.T.S. Ti
CURVE TABLE
CURVE #
RADIUS
LENGTH
CHORD LENGTH
CHORD DIRECTION
C17
400.00
109.59
109.25
N84°26'34"E
C18
100.00
102.43
98.01
N62'56'48"E
C19
100.00
1 38.95
38.71
N44'45'42"E
I �
1. CONTRACTOR IS FULLY RESPONSIBLE FOR CONTACTING APPROPRIATE
PARTIES AND ENSURING THAT ALL EXISTING UTILITIES ARE LOCATED
PRIOR TO CONSTRUCTION.
2. CONTRACTOR IS RESPONSIBLE FOR PLACING BARRICADES, USING FLAG
MEN, ETC., AS NECESSARY TO ENSURE THE SAFETY OF THE PUBLIC.
3. ALL PAVEMENT CUTS, CONCRETE OR ASPHALT, ARE TO BE REPLACED
ACCORDING TO THE STANDARDS OF THE NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION, OR LOCAL JURISDICTION,
WHICHEVER IS MORE STRINGENT.
4. SHORING SHALL BE IN ACCORDANCE WITH OSHA TRENCHING
STANDARDS, 29 CFR, PART 1926, SUBPART P, OR AS AMENDED.
Cole7enest&Stone
BOLTON & MENK,INC.
200 SOUTH TRYON STREET, SUITE 1400
CHARLOTTE, NORTH CAROLINA 28202
Phone: [phone]
Email: [e-mail]
www.bolton-menk.com
MECK CO. PARK
AND RECREATION
5841 BROOKSHIRE BLVD
CHARLOTTE, NC 28216
WALKER BRANCH
& HOOVER CREEK
GREENWAY
CHARLOTTE, NC
-L1-PLAN + PROFILE
(STA 43+5047+00)
Project No.
4731.00
Issued
11/09/2022
95% CONSTRUCTION DOCUMENTS
Revised
oMF���=
1 B : ••RP Rq .: 2'
� -' SEAL F : n
m F-1409
ao C-596
..1��,`
NOT FOR
CONSTRUCTION
N
SCALE: 1 "=40'
0 20' 40' 80'
CHm213
The drawings, the project manual and the design
shown theron are instruments of ColeJenest & Stone,
P.A.. The reproduction or unauthorized use of the
documents without consent of ColeJenest & Stone,
P.A. is prohibited. O
C
ColeJenest & Stone, P.A. 2022

610
610
PVI STA: 11+03.32
PVI ELEV: 597.11
K: 4.05
VC: 25.0
HIGH PT.
STA:
11 +06.50
HIGH PT
605
ELEV:
605
596.9�
ONO N 00 N
O CR U-i 00
co
+ � + 0
o i')
PVI STA: 16+64.78
PVI
STA: 18+76.43
6 cii 0
PVI ELEV: 590.98
PVI
ELEV: 589.77
p
0 > > >
K: 10.53
PVI STA: 17+87.47
K: 16.36
p
m 00 w
LVC: 50.00
PVI ELEV: 591.60
LVC: 50.00
600
K: 19.57
600
LOW PT. STA: LVC: 50.00 LOW PT. STA:
BEGIN 10' GREENWAY
16+84.52
18+85.04
CONSTRUCTION
LOW PT ELEV:
HIGH PT. STA:
LOW PT ELEV:
MATCH EXISTING
I,- to 591.09
17+72.26
589.94
M
00
GREENWAY
0 00
HIGH PT ELEV:
r
�
STA. 10+79.74
ELEV 596.20
-
8 Oq, 2.p7%
0
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-2•S8y
V) 04
+ rn of
cD 00 rn
591.50 r
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00
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595
/
EXISTING SOUTH TRYON STREET
9
m
w
m
00
w
BOARDWALK
STRUCTURE
RAILING
i?
W
EXISTING SOUTH
TRYON STREET
0.50%
1.00%
-2.069°
590
590
BOARDWALK STRUCTURE
585
585
" PVC 00.31 °
I
580
580
EX 640 LF OF 36" PVC 0 0.60%
575
575
570
570
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14+00
14+50
15+00
15+50
16+00 16+50 17+00
17+50
18+00
18+50
19+00
19+50
20+00 20+50
21 +00
21 +50
22+00
WALKER - L2 - PROFILE (STA 10+00-22+00)
SCALE 1" = 40' HORIZ. 1" =
4'
VERT.
RELOCATED CATS BUS STOP -
Q
NCDOT CROSSING, -
SEE SERIES C-10OX
PROPOSED TWO STAGE PEDESTRIAN -
CROSSING, DESIGN TO BE PROVIDED BY
CHARLOTTE DEPARTMENT OF TRANSPORTATION
EXISTING CATS BUS STOP TO BE RELOCATED
EXISTING WALKER BRANCH -
GREENWAY TRAIL SEGMENT
rn
I
/
ti
�+
I
I /
Site W7 (Wetland W6) ir
Forested? Yes
Temporary Impact = 0.001 AC
J
M-u WuARM
I I�
ti�Iyl \
o
X
s I
Y.
OS I
_
m
x
z I.
m I
m
0
01
T
rl
/ � I EXISTING OVERHEAD UTILITIES / Z �/ o 3v�oz�N i
II m I m
EXISTING WETLANDS, TYP.
PROPOSED COLLAPSIBLE N _
I BOLLARD, TYP. I / 593 _ - LIMITS OF ZONE X, I �� W
I/ I 1 N 500 YEAR FLOODPLAIN 3K W
I BEGIN BOARDWALK I Z/ I I =
3Noti D / ✓ LIMITS OF ZONE AE,
x -
/ 100 YEAR FLOODPLAIN
/ :• ±56 SF OF TEMPORARY
LIMITS OF COMMUNITY \ \ XDISTURBED WETLAND AREA W
ENCROACHMENT AREA
Z_
LIMITS OF FLOODWAY \ Juuv 7 J
< fn Wu
I I I :;:;i,::' I BOE RD SHEETS STR OOTTOES T106 X / / 591 Ou
° I I STA. 13+60.74 /
I I I All
END BOARDWALK \ I I /
J PROPOSED 12' M.U.P (-L2-) 59�/ ' � I ;• ' =�':'I IIEnSTAo XI
N
X
BEGIN ASPHALT TRAIL MECKLENBURG COUNTY
0 DEED BOOK 29041, PAGE 966
.4
PROPOSED HEAVY DUTY CONCRETE, I
p. OPERATIONS + MAINTENANCE HAMMERH
+N2 336EAD
�j rn TURN AROUND
�W N
ME
N
0
x
0
B
STA: 15+06.99
\ tD > END ASPHALT TRAIL
PROPOSED CONCRETE 18' TRANSITION FROM
APPROACH SLAB. 12' TO 18' MUP, TYP. PROPOSED CONCRETE
SEE SHEET S-107 \ APPROACH SLAB, TYP.
PROPOSED CONCRETE - - /
\ SEE SHEET S- 07
STA: 13+08.20 1 APPROACH SLAB, TYP. SEE 177�11
TIE TO CONCRETE SIDEWALK +00 ` SHEET S-107
1 1 I \ 1 ���� ANCH % I 19+00 �! C5_ s -4to - WC6 N38`17 41 C7 \\
0 I I I EXISTING BRIDGE TO BE UPFIT. o �\ 1 /� WALKER BR ������s� 36 W 24
1 51 i'� _ 9° 28
ry I SEE SHEETS S-100+S-109N44 �,�
J I STA: 15+24.99 TO 15+61.34 5g5 x3ss '
\ / / �o Z`, = %i/ PROPOSED CONCRETE , 20+00
° ° rn 585 _ _ APPROACH SLAB, TYP. #-
W/ - _ 90,SEE SHEET S-107 Lss
585
�- ss
5
x s�' '� FILL LIMITS, TYP. S28°17'27"E 86.27 _ J S26°58'31"E 176.42
I \ m _ x3ss JM ss� -
y , / s 1 07+ 0 / / / / G� CUT LIMITS, TYP
1 >!� o \\ 3
Iks�ss-
1
V� \ / l I , / 3�5 / 5 x 1 6+004/ i/r - w �. 18+ 0� /o� 6' PROPOSED 12' M.U.P (-L2-) mm
STA: 17+73.37
•1 I I %�3s m �� xos I BEGIN ASPHALT TRAIL
x 18 TRANSITION FROM \ < 20.;::• STA: 17+63.37
Iss, 18' TO 12' MUP, TYP. END BOARDWALK STRUCTURE
•(�� ti
BOARDWALK STRUCTURE. SEE SHEETS S-100 TO S-106 ����o
/x3ss STA: 15+79.34 /^ / /
BEGIN ASPHALT TRAIL 0/
susI STREAM RESTORATION, SEE SHEETS I e ;'yi ±491 SF OF TEMPORARY DISTURBED WETLAND AREA
III C-600 TO Co 603, 605 + CW-620 STA: 16+95.36
-WOW
END BOARDWALK STRUCTURE oti
I I II I I I I I 11 1 11 CCC TRYON PARK 3V 3NOZ� }�
AT RIVERGATE LCC ET. AL.
1 o�k3NO2 zoN�q
DEED BOOK 32240, PAGE 27�
I
X 3NOZ
STA: 16+85.36
I III I I I I I CONTRACTOR TO STAKE PROPERTY LINE END ASPHALT TRAIL
I Ii1 i II I v� o PRIOR TO HEADWALL CONSTRUCTION /
m / x
I I I EXISTING 20' STORM DRAINAGE ti
I i l I I I EASEMENT
A2
Site W8 (Wetland W7) 3V3NOZ
Forested? Yes
m I �
_ m
' gr
Temporary= 0.011 AC� I� I
i i•�
i
WALKER BRANCH
GREENWAY
i
HUNTINGTON
MEADOW LANE
1
•
1�
W
LU
L e
0
S
��GPA
.�.._..
BRAN t4
m
R.
HOOVER
' j
CREEK
GREENWAY
VICINITY MAP
N.T.S.
SURVEY DISCLAIMER
ALTA/NSPS LAND TITLE SURVEY ISSUED JANUARY 5, 2021
PROVIDED BY JAMES MAUNEY & ASSOCIATES, P.A. 6405
WILKINSON BLVD., BELMONT, NC 28012 [phone]
FEMA SOURCE
FEMA INFORMATION PROVIDED BY FEMA PANELS 3710440900K
& 3710450000K ISSUED SEPTEMBER 2, 2015.
WALKER SHEET KEY N.T.S. Ti
CURVE TABLE
CURVE #
RADIUS
LENGTH
CHORD LENGTH
CHORD DIRECTION
C1
70.00
98.58
90.63
N10°57'00"E
C2
40.00
70.33
61.61
NO°55'34"E
C3
300.00
74.29
74.10
N56°32'08"W
C4
300.00
98.28
97.84
N54°14'41 "W
C5
200.00
74.60
74.17
N34°10'29"W
C6
100.00
25.84
25.77
N30°53'31 "W
C7
100.00
50.42
49.88
N23°51'04"W
I �
t
1. CONTRACTOR IS FULLY RESPONSIBLE FOR CONTACTING APPROPRIATE
PARTIES AND ENSURING THAT ALL EXISTING UTILITIES ARE LOCATED
PRIOR TO CONSTRUCTION.
2. CONTRACTOR IS RESPONSIBLE FOR PLACING BARRICADES, USING FLAG
MEN, ETC., AS NECESSARY TO ENSURE THE SAFETY OF THE PUBLIC.
3. ALL PAVEMENT CUTS, CONCRETE OR ASPHALT, ARE TO BE REPLACED
ACCORDING TO THE STANDARDS OF THE NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION, OR LOCAL JURISDICTION,
WHICHEVER IS MORE STRINGENT.
4. SHORING SHALL BE IN ACCORDANCE WITH OSHA TRENCHING
STANDARDS, 29 CFR, PART 1926, SUBPART P, OR AS AMENDED.
Cole7enest&Stone
BOLTON & MENK,INC.
200 SOUTH TRYON STREET, SUITE 1400
CHARLOTTE, NORTH CAROLINA 28202
Phone: [phone]
Email: [e-mail]
www.bolton-menk.com
MECK CO. PARK
AND RECREATION
5841 BROOKSHIRE BLVD
CHARLOTTE, NC 28216
0
WALKER BRANCH
& HOOVER CREEK
GREENWAY
CHARLOTTE, NC
-L2-PLAN + PROFILE
(STA 10+00-22+00)
Project No.
4731.00
Issued
11/09/2022
95% CONSTRUCTION DOCUMENTS
Revised
oMF�
1 v :.•RP R,, .: 2'
SEAL
m F-1409
ao C-596
NOT FOR
CONSTRUCTION
SCALE: 1 "=40'
0 20' 40' 80'
CWm220
The drawings, the project manual and the design
shown theron are instruments of ColeJenest & Stone,
P.A.. The reproduction or unauthorized use of the
documents without consent of ColeJenest & Stone,
P.A. is prohibited. O
C
ColeJenest & Stone, P.A. 2022

1
610
'62
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1
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' PVI STA: 41+74.25
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LOW PT. STA:
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LOW PT ELEV:
600
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39+50 40+00 40+50 41+00 41+50 42+00 42+50 43+00 43+50 44+00 44+50 45+00 45+50
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STA: 36+18.63
BEGIN BOARDWALK
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STA: 36+08.63
END ASPHALT TRAIL
EXISTING BOULDERS
TO REMAIN
��!5q 50 - x- _
_55
HNUViutNCE DEVELOP
GROUP INC.
DEED BOOK 13019, PA(
t3,706 SF OF TEMPORARY -
DISTURBED WETLAND AREA
EXISTING WETLAND, TYP. --\
a�
IIJ/ -43.07' ME'
DEEDLENBURG COUNTY
/ PAOOK �Q9�9r o
/ per_r= All
HUNTINGTON FOREST
COMMUNITY ASSOCIATION INC.
VI«i W V I V `V V VLIu1 Itr V V I I J �----
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=)e �0___ -- (continued on CW-223) -� �_
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PROPOSED OVERLOOK AREA, // / Z
LIGHT DUTY CONCRETE // / J
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44+00
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N2' 52' 43.13 Ef ;::•;:
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- i
PROPOSED 12' RU.P (-L2-) / N2 •23'48"E
y HUNTINGTON FOREST o i-- L 9$
G COMMUNITY ASSOCIATION INC. / j 5�2
DEED BOOK 14675, PAGE 676//
7 / l nz�nn / \ t31 SF OF TEMPORARY
34
R�
S1522
� p5„W
'
HAUL 10
v
DEED BOOK 20939 \ DISTURBED WETLAND AREA
PAGE 413
1 +38.40 \
o / g0 BRAD HOPKINS
AND KAREN HOPKINS
DEED BOOK 30255,
PAGE 664
\ P 9 \
L�3 LATOYA THOMAS
DEED BOOK 33731
PAGE 826 \
`o
RIC JENISON AND o� \
KATHY JENISON t\ \
EED BOOK 21109 \
PAGE 891
.00
- STA:40+07.95
END CONCRETE TRAIL /
BEGIN ASPHALT TRAIL /
/ / `v
/
DISTURBED WETLAND AREA
CORY DOVEL AND
\ MARY PHILLIPS
DEED BOOK 31810,
PAGE 932
EXISTING WETLANDS, TYP.
CHRISTINA HERSHEY \
ND DOUGLAS HERSHEY
DEED BOOK 31041,
PAGE 945
WALKER BRANCH
GREENWAY
i
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MEADOW LANE
1
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VICINITY MAP
N.T.S.
SURVEY DISCLAIMER
ALTA/NSPS LAND TITLE SURVEY ISSUED JANUARY 5, 2021
PROVIDED BY JAMES MAUNEY &ASSOCIATES, P.A. 6405
WILKINSON BLVD., BELMONT, NC 28012 [phone]
FEMA SOURCE
FEMA INFORMATION PROVIDED BY FEMA PANELS 3710440900K
& 3710450000K ISSUED SEPTEMBER 2, 2015.
WALKER SHEET KEY N.T.S. Ti
CURVE TABLE
CURVE #
RADIUS
LENGTH
CHORD LENGTH
CHORD DIRECTION
C15
60.00
21.57
21.46
N1°10'10"E
C16
60.00
61.61
58.93
N20`17'00"E
C17
100.00
96.79
93.06
N21'58'09"E
C18
170.00
104.42
102.78
N11°50'12"E
C19
100.00
64.54
63.43
N10°56'35"E
C20
200.00
36.07
36.02
N2°22'51 "W
C21
205.00
86.36
85.73
N9°17'02"W
C22
40.00
29.84
29.16
NO°01'19"E
C23
200.00
64.64
64.36
N12`08'16"E
C24
165.00
100.18
98.65
N20°16'20"E
1. CONTRACTOR IS FULLY RESPONSIBLE FOR CONTACTING APPROPRIATE
PARTIES AND ENSURING THAT ALL EXISTING UTILITIES ARE LOCATED
PRIOR TO CONSTRUCTION.
2. CONTRACTOR IS RESPONSIBLE FOR PLACING BARRICADES, USING FLAG
MEN, ETC., AS NECESSARY TO ENSURE THE SAFETY OF THE PUBLIC.
3. ALL PAVEMENT CUTS, CONCRETE OR ASPHALT, ARE TO BE REPLACED
ACCORDING TO THE STANDARDS OF THE NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION, OR LOCAL JURISDICTION,
WHICHEVER IS MORE STRINGENT.
4. SHORING SHALL BE IN ACCORDANCE WITH OSHA TRENCHING
STANDARDS, 29 CFR, PART 1926, SUBPART P, OR AS AMENDED.
Cole7enest&Stone
BOLTON & MENK,INC.
200 SOUTH TRYON STREET, SUITE 1400
CHARLOTTE, NORTH CAROLINA 28202
Phone: [phone]
Email: [e-mail]
www.bolton-menk.com
MECK CO. PARK
AND RECREATION
5841 BROOKSHIRE BLVD
CHARLOTTE, NC 28216
WALKER BRANCH
& HOOVER CREEK
GREENWAY
CHARLOTTE, NC
-L2-PLAN + PROFILE
(STA 34+0046+00)
Project No.
4731.00
Issued
11/09/2022
95% CONSTRUCTION DOCUMENTS
Revised
oMF���=
1v :.•9Y Rq.: 2'
o' SEAL F : n
m F-1409
Zp C-596
NOT FOR
CONSTRUCTION
SCALE: 1 "=40'
0 20' 40' 80,
CWm222
The drawings, the project manual and the design
shown theron are instruments of ColeJenest & Stone,
P.A.. The reproduction or unauthorized use of the
documents without consent of ColeJenest & Stone,
P.A. is prohibited. O
C
ColeJenest & Stone, P.A. 2022

PM STA: 56+03.03
PM ELEV: 609.50
K: 1.13
620
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46+00 46+50 47+00 47+50 48+00 48+50 49+00 49+50 50+00 50+50 51+00 51+50 52+00 52+50 53+00 53+50 54+00 54+50 55+00 55+50 56+00 56+50 57+00 57+50 58
WALKER - L2 - PROFILE (STA 46+00-57+85) SCALE 1" = 40' HORIZ.:1" = 4' VERT.
APPROXIMATE 60' Wff-OF-WAY - - ARGEC-
ENLMENT SEE SHEET 92X
AW§M_. CONNECTION WITH EXISTING STEELE CREEK
STEELE CREEK ROAD ROAD TO BE COORDINATED WITH NCDOT
co 60' PUBLIC RKaHT-OF-WAY PROPOSED TRUNCATED DOMES '
PROPOSED CONCRETE TRAIL /
PROPOSED COLLAPSIBLE BOLLARD
( _ _ _ _ STA: 57+62.42 57+87 1
CH=N06'17'59� o /�_ FUTURE PL TRIP- - - - - - - - - END ASPHALT TRAIL FUTURE NCDOT /
CV
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Forested? Yes_0W
_ \ - -/ _`a SETBACK o ------
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L - °� _ \ 57+00 \ -
Site W10 (Wetland W11)1Z
° /
Forested? Yes o - _ - - - / / C / k 4 ±255 SF TEMPORARY----
\ - / / / / DISTURBED WETLANDS, TYP. __ _____ _ __----- ✓ �- -__ 1
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.-
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(continued from CW-222)6DS _;� t,-_.---- mI I ----p s.W�F�_a_ °
' / \ / n / � : �;: •�'. ! - -• �-- W I � � �T PCCO B NFR
3'56 12 E
;r..--------
\ - - 48+12.24 C31 - - _ 56±0D_
\\ /
\ BEGIN ASPHALT TRAIL-----------------
STA:
�` \\ PROPOSED CONCRETE APPROACH SLAB. PROPOSED 12 M.U.P (L2-) / I / / ``' ' ' / _ _ -- N�� 54+00 -
�� l SEE SHEET S-107�F
/ \ F PROPOSED LOW WATER CROSSING, SEE / \ / 4 / b - - PROPOSED ASPHALT TRAIL
'Q / C30� 12 MUP, TYP. - -
\ SHEET CW-621 + SS-100,101, + 103 - - - _ ° _ FILL LIMITS, TYP.
STA: 47+84.58 TO 48+02.12-
���'�y\\ - - - - - - STA: 48+95.11 (L2) / _
STREAM RESTORATION, SEE SHEETS \ / - �, 53 - - - - - _ -
/ - - / STA:10+06.00 (Y4) 03 / ��/ - - - _ _ _ /- - SSEx- - - - - S x- - /
/ - ssr_x- -
ss C-600-602, 604, 605-
46+00 \ \ 50+00
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ss
\ \ SFx\ ' 52+00 i _- LKER BR �r j - ass - -ss- ss - s- _ _ _ - - -
�n�/ ' WA i/ SS- < � I I- SSEX-
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/C26- I _ N8'41 E N4'38 49 W_�/ 5 + 26i67 _ - __ _ - - j / -x ss�ss ss25' S 55+ PG�21 T _ - - _ - -�
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`_ �'_.�•_ N16.291s W PROPOSED 8 M.U.P
t55 SF X \ S1 30' N �� /
TEMPORARY �- \ \s / S Cb
° \\ 8.47 CONNECTION (-Y4-) o° o �// /x s�i s5� / / o °36 33 m (° h
' DISTURBED \ MECKLENBURG s �� O \\ REFERENCE SHEET/�� ��
COUNTY / \�J o i ss x� \ 6 0 IA
LISA ED KHAT AND / 5 N 5 I o1� BRADLEY BASSINGER 1 ^ I I / JESUS ANAMPA AND
AHMED KHAYYAT WETLANDS, TYP. - �� �� /� ( i/ // // \ �� Sg
�� ' �� � DEED BOOK 20939, � �� � � / % 4 m �
DEED BOOK 19041, / \ CW-225 % �' ss / ° o
PAGE 638 I % PAGE 413 \ sSFx �� _� _ �� , j/% / "� ss / / 51>18"E 80 `' N " DEED BOOK 32139, GENOVEVA TELLO
i CUT LIMITS, TYP. x \ ss PROPOSED CONCRETE TRAIL ss/ /x�ss �O ° Sp4 -� \ ADAM CUMMINGS PAGE 155 �^ �' DEED BOOK 35242,
EXISTING STA: 47+74.59 ::::::,� / _ - _ - - _ 00 \ AND ERIN SHAVER
WETLANDS, TYP. CARL SHREWSBURY AND END ASPHALT TRAIL ors. •:: PROPOSED OCONCREOTE 6APPROACH s/ �^ A 3� 5 \ \\ VI NGUYEN DEED BOOK 30474, I 2 . �I I / i / PAGE 380
NANCY SHREWSBURY 2
/ SLAB. SEE SHEET S-107 _ s 513 o PAGE 896 N /
DEED BOOK 16922, PROPOSED CONCRETE APPROACH o DEED BOOK 30435,
PAGE 65 SLAB. SEE SHEET S-107 `� / '� _ _ x _PROPOSED LOW WATER CROSSING, SEE SHEETS ! g5 00 \ o oN \ PAGE 248
i/^' ss� CW-602 + C 60410+88,3 00, 101, + 104 SASVq � JOJESSICASHUA CMCPHEEPHEE ND
WILLIAM TONEY AND o� �� )_ s / Y' -D " �\ DEED BOOK 30406, I N - I /
/ / SS F PROPOSED CONCRETE APPROACH 5 00 SUNNY CHIN AND \ o \ cn N N
KAREN TONY / h x -SLAB. SEE SHEET S-107 �`� E 6 JING ZHANG PAGE 872
DEED PBOOK 523588. o� / 3� 60 \� ;. x3 SA ANTHONY ANTHONY BRYANT AND DEED BOOK 30424,
�� 87 STA: 11+00.15 NICHOLE BRYANT PAGE 724 \ `
EXISTING WETLANDS, TYP./ / 23 J ' BEGIN CONCRETE TRAIL ,5 o0 STEVEN GODFREY AND DEED BOOK 30416, \ \
/ DIOMEDES VASQUEZ ,� WHITNEY GODFREY PAGE 930 SO4°52'47' W�)lET. AL. TIE IN EXISTING 4'2 �/ JEAN COPHY DEED BOOK 29215, a FERGUSON FOREST DRIVE
ft-ft/ j may DEED BOOK 33719 CONCRETE SIDEWALK �� DEED BOOK 32943, PAGE 800 m \ x ���-WAY 35.00
PAGE 871 / > i ERIC OTTINGER AND x \ i
/ \ AMBER OTTINGER \ PAGE 150
i f
i
WALKER BRANCH
GREENWAY
i
HUNTINGTON
MEADOW LANE
1
/I
C)
z \ �'
W
0
Ng9�
.�.._..
BRAN HE
m
R.
HOOVER
_ j
CREEK
GREENWAY
VICINITY MAP
N.T.S.
SURVEY DISCLAIMER
ALTA/NSPS LAND TITLE SURVEY ISSUED JANUARY 5, 2021
PROVIDED BY JAMES MAUNEY & ASSOCIATES, P.A. 6405
WILKINSON BLVD., BELMONT, INC 28012 [phone]
FEMA SOURCE
FEMA INFORMATION PROVIDED BY FEMA PANELS 3710440900K
& 3710450000K ISSUED SEPTEMBER 2, 2015.
WALKER SHEET KEY N.T.S. Ti
CURVE TABLE
CURVE #
RADIUS
LENGTH
CHORD LENGTH
CHORD DIRECTION
C25
150.00
141.78
136.56
N10°35'19"E
C26
100.00
43.95
43.60
N3°53'53"W
C27
200.00
46.56
1 46.46
N2°01'22"E
C28
150.00
27.14
27.11
N9°49'51 "W
C29
150.00
22.07
22.05
N10°47'59"W
C30
500.00
45.68
45.67
N9°12'07"W
C31
225.00
61.87
61.68
N3°56'29"W
C32
100.00
134.98
124.97
N34°43'59"W
• I • � r
. t
1. CONTRACTOR IS FULLY RESPONSIBLE FOR CONTACTING APPROPRIATE
PARTIES AND ENSURING THAT ALL EXISTING UTILITIES ARE LOCATED
PRIOR TO CONSTRUCTION.
2. CONTRACTOR IS RESPONSIBLE FOR PLACING BARRICADES, USING FLAG
MEN, ETC., AS NECESSARY TO ENSURE THE SAFETY OF THE PUBLIC.
3. ALL PAVEMENT CUTS, CONCRETE OR ASPHALT, ARE TO BE REPLACED
ACCORDING TO THE STANDARDS OF THE NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION, OR LOCAL JURISDICTION,
WHICHEVER IS MORE STRINGENT.
4. SHORING SHALL BE IN ACCORDANCE WITH OSHA TRENCHING
STANDARDS, 29 CFR, PART 1926, SUBPART P, OR AS AMENDED.
Cole7enest&Stone
BOLTON & MENK,INC.
200 SOUTH TRYON STREET, SUITE 1400
CHARLOTTE, NORTH CAROLINA 28202
Phone: [phone]
Email: [e-mail]
www.bolton-menk.com
MECK CO. PARK
AND RECREATION
5841 BROOKSHIRE BLVD
CHARLOTTE, NC 28216
O
WALKER BRANCH
& HOOVER CREEK
GREENWAY
CHARLOTTE, NC
-L2-PLAN + PROFILE
(STA 46+OOm57+85)
Project No.
4731.00
Issued
11/09/2022
95% CONSTRUCTION DOCUMENTS
Revised
oW _
SEAL F : n
F-1409
Zp C-596
.A#
NOT FOR
CONSTRUCTION
SCALE: 1 "=40'
0 20' 40' 80'
CWm223
The drawings, the project manual and the design
shown theron are instruments of ColeJenest & Stone,
P.A.. The reproduction or unauthorized use of the
documents without consent of ColeJenest & Stone,
P.A. is prohibited. O
C
ColeJenest & Stone, P.A. 2022

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SEE TYPICAL SECTIONS ON C-601
-Y1- PROFILE
HORIZONTAL SCALE: 1"=10'
VERTICAL SCALE: 1"=2'
90' PREFABRICATED PEDESTRIAN BRIDGE,
SEE DRAWING SS-102
40 TONS OF TOE PROTECTION,
SEE DETAIL SHEET C-602
11
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588
1+50
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SEE DETAIL ON C-601 i
(39 TONS OF CLASS II RIP RI P)
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VWVALK
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HOOVER
CREEK
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VICINITY MAP N.T.S�
SURVEY DISCLAIMER
ALTA/NSPS LAND TITLE SURVEY ISSUED JANUARY 5, 2021
PROVIDED BY JAMES MAUNEY & ASSOCIATES, P.A. 6405
WILKINSON BLVD., BELMONT, NC 28012 [phone]
FEMA SOURCE
FEMA INFORMATION PROVIDED BY FEMA PANELS 3710440900K
& 3710450000K ISSUED SEPTEMBER 2, 2015.
I �
r
1. CONTRACTOR IS FULLY RESPONSIBLE FOR CONTACTING APPROPRIATE
PARTIES AND ENSURING THAT ALL EXISTING UTILITIES ARE LOCATED
PRIOR TO CONSTRUCTION.
2. CONTRACTOR IS RESPONSIBLE FOR PLACING BARRICADES, USING FLAG
MEN, ETC., AS NECESSARY TO ENSURE THE SAFETY OF THE PUBLIC.
3. ALL PAVEMENT CUTS, CONCRETE OR ASPHALT, ARE TO BE REPLACED
ACCORDING TO THE STANDARDS OF THE NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION, OR LOCAL JURISDICTION,
WHICHEVER IS MORE STRINGENT.
4. SHORING SHALL BE IN ACCORDANCE WITH OSHA TRENCHING
STANDARDS, 29 CFR, PART 1926, SUBPART P, OR AS AMENDED.
Cole7enest&Stone
BOLTON & MENK,INC.
200 SOUTH TRYON STREET, SUITE 1400
CHARLOTTE, NORTH CAROLINA 28202
Phone: [phone]
Email: [e-mail]
www.bolton-menk.com
Hazen
HAZEN AND SAWYER
9101 SOUTHERN PINE BOULEVARD
CHARLOTTE, NORTH CAROLINA 28273
MECK CO. PARK
AND RECREATION
5841 BROOKSHIRE BLVD
CHARLOTTE, NC 28216
WALKER BRANCH
& HOOVER CREEK
GREENWAY
CHARLOTTE, NC
-Y1-PLAN +
PROFILE
Project No.
4731.00
Issued
08/03/2023
BID DOCUMENTS
FOR BID PURPOSES ONLY
Revised
�N C A -� if
9
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2
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SCALE: 1 "=10'
0 5' 10' 20'
CH=61 0
The drawings, the project manual and the
design shown theron are instruments of
ColeJenest & Stone, P.A.. The reproduction
or unauthorized use of the documents
without consent of ColeJenest & Stone, P.A.
is prohibited.
ColeJenest & Stone, P.A. 2022

I I I I I I I I
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CPA SS +
SS\ .. . I < a STA: 44+79.88
BEGIN BOARDWALK
S3 / / / SS O ASS_____SS Impact S2 (Reach R5) I ► °• _.
4-4
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_ — SS
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ADJACENT CDOT BRIDGE PROJECT PRIOR TO
\ \ ee \\\ e — — ssEX,. I ass\ CONSTRUCTION. (DESIGN BY OTHERS) y y
H Impact S3 (Reach R5) F W
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\ TB
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LIMITS OF COMMUNITY ENCROACHMENT
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- - ----- --- I X TN
--- --- Design
SS
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\
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WALKER BRANCH
GREENWAY
HUNTINGTON
�. MEADOW LANE
WI
9 c
Al"VC,
VVALG
KER
BRANCH DR HOOVER
. CREEK
GREENWAY
VICINITY MAP N.T.S.
SURVEY DISCLAIMER
ALTA/NSPS LAND TITLE SURVEY ISSUED JANUARY 5, 2021
PROVIDED BY JAMES MAUNEY & ASSOCIATES, P.A. 6405
WILKINSON BLVD., BELMONT, NC 28012 [phone]
:MA SOURCE
FEMA INFORMATION PROVIDED BY FEMA PANELS 3710440900K
& 3710450000K ISSUED SEPTEMBER 2, 2015.
HOOVER SHEET KEY N.T.S.
I �
t •
1. CONTRACTOR IS FULLY RESPONSIBLE FOR CONTACTING APPROPRIATE
PARTIES AND ENSURING THAT ALL EXISTING UTILITIES ARE LOCATED
PRIOR TO CONSTRUCTION.
2. CONTRACTOR IS RESPONSIBLE FOR PLACING BARRICADES, USING FLAG
MEN, ETC., AS NECESSARY TO ENSURE THE SAFETY OF THE PUBLIC.
3. ALL PAVEMENT CUTS, CONCRETE OR ASPHALT, ARE TO BE REPLACED
ACCORDING TO THE STANDARDS OF THE NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION, OR LOCAL JURISDICTION,
WHICHEVER IS MORE STRINGENT.
4. SHORING SHALL BE IN ACCORDANCE WITH OSHA TRENCHING
STANDARDS, 29 CFR, PART 1926, SUBPART P, OR AS AMENDED.
Cole7enest&Stone
BOLTON & MENK,INC.
200 SOUTH TRYON STREET, SUITE 1400
CHARLOTTE, NORTH CAROLINA 28202
Phone: [phone]
Email: [e-mail]
www.bolton-menk.com
MECK CO. PARK
AND RECREATION
5841 BROOKSHIRE BLVD
CHARLOTTE, NC 28216
WALKER BRANCH
& HOOVER CREEK
GREENWAY
CHARLOTTE, NC
SITE PLAN -
RIVERGATE PRKWY
CROSSING
Project No.
4731.00
Issued
11/09/2022
95% CONSTRUCTION DOCUMENTS
Revised
oMF���=
1 v :.•RP Rq
CO SEAL F : n
F-1409
Zp C-596
NOT FOR
CONSTRUCTION
SCALE: 1 "=10'
0 5' 10, 20'
CHm218
The drawings, the project manual and the design
shown theron are instruments of ColeJenest & Stone,
P.A.. The reproduction or unauthorized use of the
documents without consent of ColeJenest & Stone,
P.A. is prohibited. O
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ColeJenest & Stone, P.A. 2022

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WALKER BRANCH
GREENWAY
HUNTINGTON
MEADOW LANE
W
`HOOVER
CREEK
GREENWAY
VICINITY MAP N.T.S DJ
SURVEY DISCLAIMER
ALTA/NSPS LAND TITLE SURVEY ISSUED JANUARY 5, 2021
PROVIDED BY JAMES MAUNEY & ASSOCIATES, P.A. 6405
WILKINSON BLVD., BELMONT, INC 28012 [phone]
FEMA SOURCE
FEMA INFORMATION PROVIDED BY FEMA PANELS 3710440900;
& 3710450000K ISSUED SEPTEMBER 2, 2015.
I �
r
1. CONTRACTOR IS FULLY RESPONSIBLE FOR CONTACTING APPROPRIATE
PARTIES AND ENSURING THAT ALL EXISTING UTILITIES ARE LOCATED
PRIOR TO CONSTRUCTION.
2. CONTRACTOR IS RESPONSIBLE FOR PLACING BARRICADES, USING FLAG
MEN, ETC., AS NECESSARY TO ENSURE THE SAFETY OF THE PUBLIC.
3. ALL PAVEMENT CUTS, CONCRETE OR ASPHALT, ARE TO BE REPLACED
ACCORDING TO THE STANDARDS OF THE NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION, OR LOCAL JURISDICTION,
WHICHEVER IS MORE STRINGENT.
4. SHORING SHALL BE IN ACCORDANCE WITH OSHA TRENCHING
STANDARDS, 29 CFR, PART 1926, SUBPART P, OR AS AMENDED.
Cole7enest&Stone
BOLTON & MENK,INC.
200 SOUTH TRYON STREET, SUITE 1400
CHARLOTTE, NORTH CAROLINA 28202
Phone: [phone]
Email: [e-mail]
www.bolton-menk.com
Hazen
HAZEN AND SAWYER
9101 SOUTHERN PINE BOULEVARD
CHARLOTTE, NORTH CAROLINA 28273
MECK CO. PARK
AND RECREATION
5841 BROOKSHIRE BLVD
CHARLOTTE, NC 28216
WALKER BRANCH
& HOOVER CREEK
GREENWAY
CHARLOTTE, NC
-L1- RIFFLE PLAN +
PROFILE
Project No.
4731.00
Issued
08/03/2023
BID DOCUMENTS
FOR BID PURPOSES ONLY
Revised
,\N C A
EA 9�
2
�yFN
SCALE: 1 "=5' 9
0 2.5' 5' 10,
CH=611
The drawings, the project manual and the
design shown theron are instruments of
ColeJenest & Stone, P.A.. The reproduction
or unauthorized use of the documents
without consent of ColeJenest & Stone, P.A.
is prohibited. @
ColeJenest & Stone, P.A. 2022

WALKER BRANCH
GREENWAY
HUNTINGTON 1
MEADOW LANE
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SURVEY DISCLAIMER
ALTA/NSPS LAND TITLE SURVEY ISSUED JANUARY 5, 2021
PROVIDED BY JAMES MAUNEY & ASSOCIATES, P.A. 6405
WILKINSON BLVD., BELMONT, NC 28012 [phone]
FEMA SOURCE
FEMA INFORMATION PROVIDED BY FEMA PANELS 371044090OR
& 3710450000K ISSUED SEPTEMBER 2, 2015.
/
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/
EX GRADE
1. CONTRACTOR IS FULLY RESPONSIBLE FOR CONTACTING APPROPRIATE
PRIOR TO AND
ENSURING THAT ALL EXISTING UTILITIES ARE LOCATED
h'/1pF� PROP GRADE \ /
\ 2. CONTRACTOR IS RESPONSIBLE FOR PLACING BARRICADES, USING FLAG
/ ELEV: VARIES MEN, ETC., AS NECESSARY TO ENSURE THE SAFETY OF THE PUBLIC.
SLOPE: 1 % / 3. ALL PAVEMENT CUTS, CONCRETE OR ASPHALT, ARE TO BE REPLACED
ACCORDING TO THE STANDARDS OF THE NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION, OR LOCAL JURISDICTION,
DISTANCE VARIES ?S'7 Z*4 WHICHEVER IS MORE STRINGENT.
(0'-15') N
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—� STANDARDS, 29 CFR, PART 1926, SUBPART P. OR AS AMENDED.
Cole7enest&Stone
BOLTON & MENK,INC.
200 SOUTH TRYON STREET, SUITE 1400
CHARLOTTE, NORTH CAROLINA 28202
Phone: [phone]
Email: [e-mail]
www.bolton-menk.com
Hazen
HAZEN AND SAWYER
9101 SOUTHERN PINE BOULEVARD
CHARLOTTE, NORTH CAROLINA 28273
MECK CO. PARK
AND RECREATION
5841 BROOKSHIRE BLVD
CHARLOTTE, NC 28216
WALKER BRANCH
& HOOVER CREEK
GREENWAY
CHARLOTTE, NC
BANKFULL BENCH
Project No.
4731.00
Issued
08/03/2023
BID DOCUMENTS
FOR BID PURPOSES ONLY
Revised
�N C A
EA 9�
2
SPA
N
SCALE: 1 "=10'
0 5' 10' 20'
CH=612
The drawings, the project manual and the
design shown theron are instruments of
ColeJenest & Stone, P.A.. The reproduction
or unauthorized use of the documents
without consent of ColeJenest & Stone, P.A.
is prohibited.
ColeJenest & Stone, P.A. 2022
TYPICAL BANKFULL BENCH GRADING SECTION
SCALE: NTS

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WALKER BRANCH
GREENWAY
HUNTINGTON 1
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W o
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WALKER
BRANC14DR. HOOVER
CREEK
GREENWAY
VICINITY MAP N.T.S(@
SURVEY DISCLAIMER
ALTA/NSPS LAND TITLE SURVEY ISSUED JANUARY 5, 2021
PROVIDED BY JAMES MAUNEY & ASSOCIATES, P.A. 6405
WILKINSON BLVD., BELMONT, NC 28012 [phone]
FEMA SOURCE
FEMA INFORMATION PROVIDED BY FEMA PANELS 3710440900K
& 3710450000K ISSUED SEPTEMBER 2, 2015.
RC-1, 22 CY OF ROCK CASCADE, TYP ��" \ ^ \ 00, \
SEE DETAIL ON C-602 "\OOON '0)
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PLAN 1. CONTRACTOR IS FULLY RESPONSIBLE FOR CONTACTING APPROPRIATE
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SCALE: 1 " = 5' PRIOR TO CONSTRUCTION.
2. CONTRACTOR IS RESPONSIBLE FOR PLACING BARRICADES, USING FLAG
MEN, ETC., AS NECESSARY TO ENSURE THE SAFETY OF THE PUBLIC.
3. ALL PAVEMENT CUTS, CONCRETE OR ASPHALT, ARE TO BE REPLACED
ACCORDING TO THE STANDARDS OF THE NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION, OR LOCAL JURISDICTION,
WHICHEVER IS MORE STRINGENT.
4. SHORING SHALL BE IN ACCORDANCE WITH OSHA TRENCHING
STANDARDS, 29 CFR, PART 1926, SUBPART P, OR AS AMENDED.
Cole7enest&Stone
BOLTON & MENK,INC.
200 SOUTH TRYON STREET, SUITE 1400
CHARLOTTE, NORTH CAROLINA 28202
Phone: [phone]
Email: [e-mail]
www.bolton-menk.com
Haze
HAZEN AND SAWYER
9101 SOUTHERN PINE BOULEVARD
CHARLOTTE, NORTH CAROLINA 28273
MECK CO. PARK
AND RECREATION
5841 BROOKSHIRE BLVD
CHARLOTTE, NC 28216
WALKER BRANCH
& HOOVER CREEK
GREENWAY
CHARLOTTE, NC
-L2- CASCADE
PLAN + PROFILE
Project No.
4731.00
Issued
08/03/2023
BID DOCUMENTS
FOR BID PURPOSES ONLY
Revised
�N CA 0
OFF / v
EA 9�
2
�yFN R . SPA
SCALE: 1 11=51
0 2.5' 5' 10,
CWm620
The drawings, the project manual and the
design shown theron are instruments of
ColeJenest & Stone, P.A.. The reproduction
or unauthorized use of the documents
without consent of ColeJenest & Stone, P.A.
is prohibited.
ColeJenest & Stone, P.A. 2022

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590
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VERTICAL SCALE: 1"=1'
CHARLOTTE, NC
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/
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VICINITY MAP N.T.S(@
SURVEY DISCLAIMER
ALTA/NSPS LAND TITLE SURVEY ISSUED JANUARY 5, 2021
PROVIDED BY JAMES MAUNEY & ASSOCIATES, P.A. 6405
WILKINSON BLVD., BELMONT, NC 28012 [phone]
FEMA SOURCE
FEMA INFORMATION PROVIDED BY FEMA PANELS 3710440900K
& 3710450000K ISSUED SEPTEMBER 2, 2015.
Cole7enest&Stone
BOLTON & MENK,INC.
200 SOUTH TRYON STREET, SUITE 1400
CHARLOTTE, NORTH CAROLINA 28202
Phone: [phone]
Email: [e-mail]
www.bolton-menk.com
Hazen
HAZEN AND SAWYER
9101 SOUTHERN PINE BOULEVARD
CHARLOTTE, NORTH CAROLINA 28273
MECK CO. PARK
AND RECREATION
5841 BROOKSHIRE BLVD
CHARLOTTE, NC 28216
O
WALKER BRANCH
& HOOVER CREEK
CONSTRUCTION
Z
SCALE: 1 "=5'
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1�.. CONTRACTOR IS FULLY RESPONSIBLE FOR CONTACTING APPROPRIATE
/ `� \ \\ \\ \F�RIORETO CONSTRUC110NAND ENSURING THAT ALL EXISTING UTILITIES ARE LOCATED
The drawings, the project manual and the
2. ONTRACTOR IS RESPONSIBLE FOR PLACING BARRICADES, USING FLAG design shown theron are instruments of
MEN, ETC., AS NECESSARY TO ENSURE THE SAFETY OF THE PUBLIC. ColeJenest & Stone, P.A.. The reproduction
3. ALL PAVEMENT CUTS, CONCRETE OR ASPHALT, ARE TO BE REPLACED or unauthorized use of the documents
ACCORDING TO THE STANDARDS OF THE NORTH CAROLINA without consent of ColeJenest & Stone, P.A.
/X/ // \\ �\ \ DEPARTMENT OF TRANSPORTATION, OR LOCAL JURISDICTION, is prohibited.
WHICHEVER IS MORE STRINGENT.
PLAN 4SHALL 9 CFRN ART26,SUBPART OR ASAMENDED. ACCORDANCE
OSHA TRENCHING
ColeJenest & Stone, P.A. 2022
STANDARDS,
SCALE: 1"=5'

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SURVEY DISCLAIMER
ALTA/NSPS LAND TITLE SURVEY ISSUED JANUARY 5, 2021
PROVIDED BY JAMES MAUNEY & ASSOCIATES, P.A. 6405
WILKINSON BLVD., BELMONT, NC 28012 [phone]
FEMA SOURCE
FEMA INFORMATION PROVIDED BY FEMA PANELS 3710140900K
& 3710450000K ISSUED SEPTEMBER 2, 2015.
NOTES:
1. CROSSING OF MINOR TRIBUTARY MUST BE DONE
USING MATS. NO DISTURBANCE TO THE BED OR
BANKS OF THE MINOR TRIBUTARY IS PERMITTED.
i
/
I �
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1. CONTRACTOR IS FULLY RESPONSIBLE FOR CONTACTING APPROPRIATE
PARTIES AND ENSURING THAT ALL EXISTING UTILITIES ARE LOCATED
PRIOR TO CONSTRUCTION.
2. CONTRACTOR IS RESPONSIBLE FOR PLACING BARRICADES, USING FLAG
MEN, ETC., AS NECESSARY TO ENSURE THE SAFETY OF THE PUBLIC.
3. ALL PAVEMENT CUTS, CONCRETE OR ASPHALT, ARE TO BE REPLACED
ACCORDING TO THE STANDARDS OF THE NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION, OR LOCAL JURISDICTION,
WHICHEVER IS MORE STRINGENT.
4. SHORING SHALL BE IN ACCORDANCE WITH OSHA TRENCHING
STANDARDS, 29 CFR, PART 1926, SUBPART P, OR AS AMENDED.
Cole7enest&Stone
BOLTON & MENK,INC.
200 SOUTH TRYON STREET, SUITE 1400
CHARLOTTE, NORTH CAROLINA 28202
Phone: [phone]
Email: [e-mail]
www.bolton-menk.com
Haze
HAZEN AND SAWYER
9101 SOUTHERN PINE BOULEVARD
CHARLOTTE, NORTH CAROLINA 28273
MECK CO. PARK
AND RECREATION
5841 BROOKSHIRE BLVD
CHARLOTTE, NC 28216
WALKER BRANCH
& HOOVER CREEK
GREENWAY
CHARLOTTE, NC
-L2- LOW WATER
CROSSING
Project No.
4731.00
Issued
08/03/2023
BID DOCUMENTS
FOR BID PURPOSES ONLY
Revised
�N UA 0 df
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2
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SCALE: 1 "=5'
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0 2.5' 5' 10,
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The drawings, the project manual and the
design shown theron are instruments of
ColeJenest & Stone, P.A.. The reproduction
or unauthorized use of the documents
without consent of ColeJenest & Stone, P.A.
is prohibited.
ColeJenest & Stone, P.A. 2022

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595
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LOW-WATER CROSSING,
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SEE DETAIL SHEET C-602
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SURVEY DISCLAIMER
ALTA/NSPS LAND TITLE SURVEY ISSUED JANUARY 5, 2021
PROVIDED BY JAMES MAUNEY & ASSOCIATES, P.A. 6405
WILKINSON BLVD., BELMONT, NC 28012 [phone]
FEMA SOURCE
FEMA INFORMATION PROVIDED BY FEMA PANELS 371044090OR
& 3710450000K ISSUED SEPTEMBER 2, 2015.
I �
rM�A
1. CONTRACTOR IS FULLY RESPONSIBLE FOR CONTACTING APPROPRIATE
PARTIES AND ENSURING THAT ALL EXISTING UTILITIES ARE LOCATED
PRIOR TO CONSTRUCTION.
2. CONTRACTOR IS RESPONSIBLE FOR PLACING BARRICADES, USING FLAG
MEN, ETC., AS NECESSARY TO ENSURE THE SAFETY OF THE PUBLIC.
3. ALL PAVEMENT CUTS, CONCRETE OR ASPHALT, ARE TO BE REPLACED
ACCORDING TO THE STANDARDS OF THE NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION, OR LOCAL JURISDICTION,
WHICHEVER IS MORE STRINGENT.
Cole7enest&Stone
BOLTON & MENK,INC.
200 SOUTH TRYON STREET, SUITE 1400
CHARLOTTE, NORTH CAROLINA 28202
Phone: [phone]
Email: [e-mail]
www.bolton-menk.com
Hazen
HAZEN AND SAWYER
9101 SOUTHERN PINE BOULEVARD
CHARLOTTE, NORTH CAROLINA 28273
MECK CO. PARK
AND RECREATION
5841 BROOKSHIRE BLVD
CHARLOTTE, NC 28216
WALKER BRANCH
& HOOVER CREEK
GREENWAY
CHARLOTTE, NC
-Y4- LOW WATER
CRO&SING
Project No.
4731.00
Issued
08/03/2023
BID DOCUMENTS
FOR BID PURPOSES ONLY
Revised
\N CA df
EA 9�
2
�yFN R . SPA
z
SCALE: 1 "=5'
0 2.5' 5' 10,
CWm622
The drawings, the project manual and the
design shown theron are instruments of
ColeJenest & Stone, P.A.. The reproduction
or unauthorized use of the documents
without consent of ColeJenest & Stone, P.A.
is prohibited.
4. SHORING SHALL BE IN ACCORDANCE WITH OSHA TRENCHING
STANDARDS, 29 CFR, PART 1926, SUBPART P. OR AS AMENDED.
ColeJenest & Stone, P.A. 2022

/ / i.•;.•; EXISTING WETLANDS, TYP. I / x LIMITS OF ZONE X,
I rn / I / „�.';;';:':,;:' „: ;? \ I 100 YEAR FUTURE FLOODPLAIN . /'
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ENCROACHMENT AREA CONVERSION WETLAND AREA TEMPORARYACCESS VIA EXISTING / _W
SEE DETAIL 4 / SHEET C-800. LIMITS OF FLOODWAY /GREENWAY SERVICE ACCESS. i
LIMITS OF DISTURBANCE, TYP.
PROPOSED SILT FENCE OUTLETS, TYP. 'N
SEE DETAIL 18 SHEET C-800 0 ' '
EXISTING WALKER BRANCH R AND GREATER M
JQ
GREENWAY TRAIL SEGMENT I- ► ' I II �/ 595 -
XTHAN 5VERTICAL HEIGHT SHALL HAVE MECKLENBURG CONTY 000
SLOPES 3H:1V OR STEEPE
.0X �jEROSION CONTROL MATTING. DEED BOOK 29041, PAGE 66
o SEE DETAIL 12 SHEET C-800 oZcvN
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800 TYP.
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A I ZN \1 I II I I I I 1 i I 11 HAZARD HEAVY DUTY SILT FENCE, TYP. 3V 3NOZ
SEE DETAILS 11 + 2 / SHEET C-800 �X 3 o� +
rn
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STREAM STA. 10200
/ \ \ I (�
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00
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GRADING NOTES:
1. GRADING AND EROSION CONTROL SHEETS ARE PROVIDED FOR CONTEXT AND WILL BE REVIEWED BY NCDEQ FOR APPROVAL.
2. THE CONTRACTOR IS RESPONSIBLE FOR PRESERVING ALL EXISTING VEGETATION BEYOND THE LIMITS OF CLEARING SHOWN ON THE DRAWINGS FOR THE DURATION
OF CONSTRUCTION.
3. TREE PROTECTION SIGNS SHALL BE INSTALLED ON SILT FENCE OR HIGH HAZARD FENCE PER DETAILS 11 + 2 / SHEET C-800 + DETAIL 18 / SHEET C-801
WHEN APPLICABLE. IF NO SILT FENCE, TREE PROTECTION FENCE SHALL BE INSTALLED PER DETAIL 18 / SHEET C-801.
4. STRAW WATTLES OR SIMILAR MEASURES SHALL BE INSTALLED ON STREAM BANKS AS NEEDED TO CONTAIN SEDIMENT FROM EXPOSED STREAMBANKS FROM
ENTERING THE STREAM.
5. ROCK DITCH CHECKS SHALL BE INSTALLED IN DITCHING AS NEEDED, SPACED APPROXIMATELY EVERY 50'.
6. SILT FENCE OUTLETS ARE TO BE PLACED AT LOW POINTS AND APPROXIMATELY EVERY 100' FEET TO MEET NCDEQ REQUIREMENTS.
7. INLET PROTECTION SHALL BE INSTALLED AT ALL UPSTREAM FES.
8. LIMITS OF DISTURBANCE (LOD) ARE OFFSET 5' FOR PLAN CLARITY.
9. SEE SHEET C-002 FOR EROSION CONTROL NOTES.
10. SEE SHEET C-800 FOR EROSION CONTROL DETAILS.
TEMPORARY STREAM CROSSING NOTES:
1. SURVEY THE LIMITS OF DISTURBANCE AND MARK WITH CONTINUOUS FLAGGING - SURVEY THE LOCATION OF THE CULVERT, HEADWALLS, AND LIMITS OF
DISTURBANCE BASED ON THE APPLICABLE 401 / 404 PERMITS THAT HAVE BEEN ISSUED FOR THE PROJECT.
2. A PRECONSTRUCTION MEETING MUST BE HELD PRIOR TO ANY STREAM CROSSING. THIS INCLUDES ALL UTILITY CROSSINGS AND PERMANENT ROADWAY CROSSINGS.
CALL THE WATER QUALITY INSPECTOR FOR AN INSPECTION OF SURVEYED LIMITS AT LEAST 48 HOURS PRIOR TO STARTING ANY WORK.
3. INSTALL ALL EROSION CONTROL MEASURES PER THE APPROVED PLAN. MINIMIZE THE DISTURBED AREA.
4. NOTIFY THE INSPECTOR OF COMPLETION OF DEVICE INSTALLATION AND REQUEST A FOLLOW-UP INSPECTION FOR COMPLIANCE.
5. LIMIT TIME OF EXPOSURE - ALL MATERIALS AND EQUIPMENT NEEDED TO COMPLETE THE CROSSINGS MUST BE ON SITE PRIOR TO STARTING WORK. THERE MUST
ALSO BE SUITABLE WEATHER CONDITIONS PER MECKLENBURG COUNTY LAND DEVELOPMENT STANDARD 30.18.
6. LIMIT EXPOSED AREAS - MINIMIZE THE SIZE OF AREA TO BE EXPOSED AT ANY ONE TIME.
7. INSTALL COFFER DAM AT PROPOSED CREEK CROSSING, ABOVE PROPOSED LOCATION OF CULVERT. INSTALL SILT FENCE BELOW TOE OF PROPOSED FILL SLOPE AT
EACH SIDE OF ROADWAY. PROVIDE PUMP TO ROUTE STREAM FLOW AROUND PROPOSED CULVERT CONSTRUCTION TO DISCHARGE BELOW DISTURBED ARA.
8. INSTALL DOWNSTREAM SECTION OF CULVERT AND HEADWALL AND IMMEDIATELY PLACE STREAM BANK STABILIZATION PER GRADING AND DRAINAGE PLAN.
9. CONNECT SILT FENCE ADJACENT TO CULVERT OUTLET AT TOP OF BANK ACROSS THE TOP OF THE CULVERT AND HEADWALL.
10. COMPLETE INSTALLATION OF CULVERT, WORKING UPSTREAM. ONCE THE FINAL CULVERT SECTION AND UPSTREAM HEADWALL OR STRUCTURE ARE INSTALLED,
REMOVE CHECK DAM AT STREAM AND IMMEDIATELY DIVERT THE CHANNEL FLOW THROUGH THE CULVERT PIPE.
11. INSTALL THE STREAM BANK STABILIZATION ON THE INLET SIDE OF THE CULVERT PER THE GRADING AND DRAINAGE PLAN. INSTALL SILT FENCE ALONG THE TOP
OF BANK AND OVER THE TOP OF CULVERT AND HEADWALL.
12. PROCEED WITH PLACEMENT OF FILL OVER THE TOP OF CULVERT AT ROADWAY. PROVIDE SILT FENCE OUTLETS AT TOE OF SLOPE ON EACH SIDE OF CULVERT TO
CONTROL DISCHARGE FROM GRADED SLOPES. SLOPE TOP SURFACE OF FILL TO DRAIN TO ADJACENT SEDIMENT BASINS, UTILIZING DIVERSION DITCHES WHERE
NEEDED TO DIRECT RUNOFF.
13. MAINTAIN ALL MEASURES DAILY, MAKING IMMEDIATE REPAIRS WHEN NEEDED.
14. ONCE FINAL GRADE HAS BEEN REACHED AT FILL SLOPE, STABILIZE ALL SLOPES WITH EROSION CONTROL MATTING AND SEEDING.
15. ADDITIONAL OR INNOVATIVE MEASURES MAY BE REQUIRED BY THE WATER QUALITY INSPECTOR.
SILT FENCE OUTLET LOCATIONS:
L2
13+73
LEFT
L2
13+92
RIGHT
L2
14+50
RIGHT
L2
15+45
RIGHT + LEFT
L2
15+80
RIGHT
L2
16+61
LEFT
L2
17+15
RIGHT + LEFT
L2
17+78
RIGHT + LEFT
L2
19+10
LEFT
L2
20+10
LEFT
L2
21 +10
LEFT
ROCK
DITCH
CHECK LOCATIONS:
L2
18+44
RIGHT
L2
20+00
RIGHT
L2
21+24
RIGHT
i f
WALKER BRANCH
GREENWAY
HUNTINGTON
MEADOW LANE
1
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VICINITY MAP
N.T.S.
SURVEY DISCLAIMER
ALTA/NSPS LAND TITLE SURVEY ISSUED JANUARY 5, 2021
PROVIDED BY JAMES MAUNEY & ASSOCIATES, P.A. 6405
WILKINSON BLVD., BELMONT, NC 28012 [phone]
FEMA SOURCE
FEMA INFORMATION PROVIDED BY FEMA PANELS 3710440900K
& 3710450000K ISSUED SEPTEMBER 2, 2015.
WALKER SHEET KEY N.T.S.
LEGEND
SYMBOL
TREE TO BE REMOVED
X SILT FENCE
XX HIGH HAZARD HEAVY
DUTY SILT FENCE
PROPOSED STORM DRAINAGE
0 0 0 0 C STABILIZED CONSTRUCTION
O 0 0 0 ENTRANCE
GRAVEL RIP RAP APRON
LIMITS OF DISTURBANCE
PROPOSED TREELINE
SILT FENCE OUTLET
EMBANKMENT MATTING
OSTONE INLET PROTECTION
COIR FIBER WATTLE
Cole7enest&Stone
BOLTON & MENK,INC.
200 SOUTH TRYON STREET, SUITE 1400
CHARLOTTE, NORTH CAROLINA 28202
Phone: [phone]
Email: [e-mail]
www.bolton-menk.com
MECK CO. PARK
AND RECREATION
5841 BROOKSHIRE BLVD
CHARLOTTE, NC 28216
WALKER BRANCH
DETAIL & HOOVER CREEK
GREENWAY
CHARLOTTE, NC
"` °" ,L2- GRADING +
_/_ EROSION CONTROL
.,C_e00 PLAN
19/c-soo
Project No.
4731.00
11.25 AC
Issued
08/03/2023
18/C-800
12/C-soo
3/C-800
20/C-800
I
PI&
t
1. CONTRACTOR IS FULLY RESPONSIBLE FOR CONTACTING APPROPRIATE
PARTIES AND ENSURING THAT ALL EXISTING UTILITIES ARE LOCATED
PRIOR TO CONSTRUCTION.
2. CONTRACTOR IS RESPONSIBLE FOR PLACING BARRICADES, USING FLAG
MEN, ETC., AS NECESSARY TO ENSURE THE SAFETY OF THE PUBLIC.
3. ALL PAVEMENT CUTS, CONCRETE OR ASPHALT, ARE TO BE REPLACED
ACCORDING TO THE STANDARDS OF THE NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION, OR LOCAL JURISDICTION,
WHICHEVER IS MORE STRINGENT.
4. SHORING SHALL BE IN ACCORDANCE WITH OSHA TRENCHING
STANDARDS, 29 CFR, PART 1926, SUBPART P, OR AS AMENDED.
BID DOCUMENTS
FOR BID PURPOSES ONLY
Revised
1 v :.•9YoR', .: 2'
O �� SEAL F : n
m F-1409
Zp C-596
01111111/
FARO
SS�O
.a S A =_
0 279 -
���' . G I NE ��•
///NE I% 008/03/23
SCALE: 1 "=40' 2
0 20' 40' 80'
CWm320
The drawings, the project manual and the design
shown theron are instruments of Bolton & Menk, inc.,
d.b.a. Colejenest & Stone. The reproduction or
unauthorized use of the documents without consent
of Bolton & Menk, Inc., is prohibited.
Bolton & Menk, Inc., 2023 @

C, -«_-
I `
` APPROXIMA-HT-OF-WAY CONSTRUCT TEMPORARY CONSTRUCTION ENTRANCE.- - -
(� SEE DETAIL 4 / SHEET C-800.
INSTALL TEMPORARY CULVERT FOR STEELE CREEK ROAD I
I CONSTRUCTION ENTRANCE TO W PUBUC RKIHT-OF-WAY I
_ MAINTAIN DRAINAGE PATTERNS
/ ��������► 55 LF 18" RCP
Rs5489-28-L=5fs7.82 - ° - -_�_ _ - - - _ _ /
CH=N06'17 5 r6_j56 �- - - - ° I� °0°%�1 FUTURE PL - - TRIP - - - _ - - - - _ - - �r�
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/ �� �i�/ -ifs - �� / --= i��- -+-.�� ---- •°° ° -----
- 000 INLET PROTECTION, TYP. ♦_ _ _ i •!_�
`. �' - �__- ----_ / // I / OooOoo SEE DETAIL 3 / SHEET C-800. v \ \
SETBA
- - °O�°� CONSTRUCTION STAGING & LAYDOWN AREA #2. - _ _ - - - - g�5
-f--- --- ____ - - -
__ - - - - ° 0 - - - - - - - - - - - - CONTRACTOR TO RESTORE AREA BACK TO ORIGINAL
-------t__ '( 000° CONDITION IF DISTURBED.
00-
- - ° - - - - - - - - - - - - - -- _� _-�(► �/ / / / _-. __ POSSIBLE 30' DUKE E -° °670
� \ U T U R E T R A HEAD - - - AND E ASE ENT
N�\ / o 0 0 --- 0 UTY TRUC - -
° \ 610 -i - - - - / l` - /LT - (_ _ _ _ - _ ; _ _ I EASEMENr (NOT FOUND) « O 0 - - - _
�,°w-=1 °°°° ----__ -__ ALT. B. SEE C-900 SERIES 610 0
° / f \
___-- J/--- ------ / /y / �`=-----/-----��' �� ___--\ --� - (TO BE PERMITTED SEPARATELY) fi �f k
\ - - ° \ �/ / / / / �� / / s , - _ mom- _ EXISTING UTILITY POWER POLE _ �j 610 _e_ _ -
/ // / /
/ ♦ PROPOSED SKIMMER
,1 \ TRAFFIC BARRIER, TYP. _
n / / ♦, SEDIMENT BASIN \ \-- -
C O / -05 a -\ DA = 1.12 AC PROPOSED ROCK DITCH CHECK, TYP.
CD k ±255 SF TEMPORARY --___ -_--
/ c \ Q10 = 5.0 CFS \ SEE DETAIL 1 /
DISTURBED WETLANDS, TYP. ♦ BOTTOM ELEV = 604 \ SHEET C-800 } «__��
�: ' TOP ELEV = 607
\ - PROPOSED ROW SILT FENCE AND ROW HIGH O SKIMMER STRUCTURES
IIEGKLENBURG SLOPES ADJACENT TO STREAM BANKS J HAZARD HEAVY DUTY SILT FENCE, TYP. ;::.: ;: o . INLET ELEV = 605
o COOidZY SHALL HAVE COIR MAT. - o / SEE DETAILS 11 + 2 / SHEET C-800--
\'' _ DEED BOOK 2N9, SEE DETAIL ON SHEET C 605. 5 4 0 /� - o
PAGE 413 \ \ /� �� / / ;...... •.... ��----
_ 60 �6x , / I
\ ♦ �'\ ° / LIMITS OF DISTURBANCE, TYP. -' 05+00
DO NOT DISTURB MINOR TRIBUTARY. / / rn / ♦ /J �_�_ o
�6,,-,).SEE NOTE 16 OF TEMPORARY STREAM / / / / �/' `�:;:: -X ^ ®X X - X�X/ �' 1 /-
�'q ♦ � � y CROSSING NOTES BELOW. _ _
I PROPOSED ROW SILT FENCE, TYP. / b'- - - _� ! _ ��_ - - - - - 60
SEE DETAIL 11 / SHEET C-800 _ 0 � to PROPOSED SILT FENCE OUTLET, TYP. 604 - - - - = s -�
1 _ _5
° %�� �� 53+() t SEE DETAIL 18 / SHEET C-800. - ��= ( - s - - '
PROPOSED SILT FENCE OUTLET, TYP. x X 00 L� - - -
., TB - - _ - SEE DETAIL 18 / SHEET C-800 / 52+0 ♦ �!= _ _ -� - _ / W- - SS x- - -
� \\ } - X ♦ �ii -- - / SSEx----- S x-- /
♦ ♦s ` \ \ ° TEMPORARY STREAM CROSSING - FORD - - \ I / FES-11 �� i - = 605 _ _ �- _ �( ! -
�\ ` SEE DETAIL 10 / SHEET C-800. �'� / - X- 0111110 �� - - - _ _ - �$ /
\ ° ♦ X ii ° r 3SS' - i ss' �Ss�
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,\ \ �' - 50+00 sQs. y,� �� ��i� ��i 6� SS- 25' PER MB X5.SS _ - =-= ��` =� I /
,� Fk\ / 1 10+0 - - ��- / I ♦ ° _ _ 51�=ss� - S00°2 104.44 /
♦ ♦ yl X /0010-i -x s 5$�` 1' �� �= = y�r.3sS r S00°52'44"E 14.40 / / co
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.. TEMPORARY ' _ j \` \ . ' / o 1' \ _ 2 \ ��` 114,
LISA KHAYYAT AND � \ � _ � � � -� i p, 55 ��� � � , � � ' / � \ � 5 0 N
AHMED KHAYYAT DISTURBED �� - -�� ' ' / �� - / n 5 g �J /
� DEED BOOK 209. fj � � / // � i �, � ,r' �• � ' x 4 ., 3
DEED BOOK 19041 / WETLANDS, TYP. f / / - ss o % o �� \ �� N ��� BRADLEY BASSINGER 1JESUS ANAMPA AND
PAGE 638 ' 1 \ PAGE 413 \ ss� / _ �i 5 pp, �j / E 80. % N DEED BOOK 32139, I / i GENOVEVA TELLO
/ `EXISTING WETLANDS, TYP. s �; �s O / o ADAM CUMMINGS PAGE 155 N / DEED BOOK 35242,
EXISTING CARL SHREWSBURY AND � -''� \- ��'� �J'/ p0• - - - -/ i65 00 AND ERIN SHAVER I Ko. / / PAGE 380
\ �� �'� I 5 / •2� 3% VI NGUYEN DEED BOOK 30474, Z I I
WETLANDS, TYP. NANCY SHREWSBURY / \ ��f' x3 - - / PAGE 896
DEED BOOK 16922, / ♦ S ° DEED BOOK 30435, l�( /
` x + x� / �� PAGE 248
■ : ; :;. SLOPES ADJACENT TO STREAM BANKS ♦ ��/5 �, tea% JOSHUA MCPHEE AND
ss' �� JESSICA MCPHEE
Ternpora trearn Crossing , �- I SHALL HAVE N S MAT.
X SEE DETAIL ON SHEET C-605. STREAMSIDE ZONE, TYP. DEED BOOK 30406, N N N I I
i SUNNY CHIN AND
/ A�� i _=x3s� w' MANAGED USE ZONE, TYP. �� PAGE 872 N X II
Reach R 10100- - \ DING ZHANG
�` � h : ' �"� 3 ' ' � , / ''� � 1� ` � UPLAND ZONE, TYP. ANTHONY BRYANT AND DEED BOOK 30424, \
Op S \ NICHOLE BRYANT PAGE 724
No additional impacts. Impacts STEVEN GODFREY AND DEED BOOK 30416, ES V SQ EZ i 00 ' , / 2� 355� WHITNEY GODFREY PAGE 930 \ .a SO 52'47"W I
/ ? '5 35 JEAN COPHY DEED BOOK 29215, m FERGUSON FOREST DRIVE � 35.00
BOOK 33719' 54 �1 ERIC OTTINGER AND DEED BOOK 32943, PAGE 800 \ i 50' P��RK� IT -OF -WAY �� \
within foot ri nt of stream AGE 871 x \yam
p / AMBER OTTINGER PAGE 150 \ \ ss
/ rF
improvements shown on CW-621 R CONTEXT AND WILL BE REVIEWED BY NCDEQ FOR APPROVAL.
ISTING VEGETATION BEYOND THE LIMITS OF CLEARING SHOWN ON THE DRAWINGS FOR THE DURATION
OF CONSTRUCTION.
3. TREE PROTECTION SIGNS SHALL BE INSTALLED ON SILT FENCE OR HIGH HAZARD FENCE PER DETAILS 11 + 2 / SHEET C-800 + DETAIL 18 / SHEET C-801
WHEN APPLICABLE. IF NO SILT FENCE, TREE PROTECTION FENCE SHALL BE INSTALLED PER DETAIL 18 / SHEET C-801.
4. STRAW WATTLES OR SIMILAR MEASURES SHALL BE INSTALLED ON STREAM BANKS AS NEEDED TO CONTAIN SEDIMENT FROM EXPOSED STREAMBANKS FROM
ENTERING THE STREAM.
5. ROCK DITCH CHECKS SHALL BE INSTALLED IN DITCHING AS NEEDED, SPACED APPROXIMATELY EVERY 50'.
6. SILT FENCE OUTLETS ARE TO BE PLACED AT LOW POINTS AND APPROXIMATELY EVERY 100' FEET TO MEET NCDEQ REQUIREMENTS.
7. INLET PROTECTION SHALL BE INSTALLED AT ALL UPSTREAM FES.
8. LIMITS OF DISTURBANCE (LOD) ARE OFFSET 5' FOR PLAN CLARITY.
9. SEE SHEET C-002 FOR EROSION CONTROL NOTES.
10. SEE SHEET C-800 FOR EROSION CONTROL DETAILS.
TEMPORARY STREAM CROSSING NOTES:
1. SURVEY THE LIMITS OF DISTURBANCE AND MARK WITH CONTINUOUS FLAGGING - SURVEY THE LOCATION OF THE CULVERT, HEADWALLS, AND LIMITS OF
DISTURBANCE BASED ON THE APPLICABLE 401 / 404 PERMITS THAT HAVE BEEN ISSUED FOR THE PROJECT.
2. A PRECONSTRUCTION MEETING MUST BE HELD PRIOR TO ANY STREAM CROSSING. THIS INCLUDES ALL UTILITY CROSSINGS AND PERMANENT ROADWAY CROSSINGS.
CALL THE WATER QUALITY INSPECTOR FOR AN INSPECTION OF SURVEYED LIMITS AT LEAST 48 HOURS PRIOR TO STARTING ANY WORK.
3. INSTALL ALL EROSION CONTROL MEASURES PER THE APPROVED PLAN. MINIMIZE THE DISTURBED AREA.
4. NOTIFY THE INSPECTOR OF COMPLETION OF DEVICE INSTALLATION AND REQUEST A FOLLOW-UP INSPECTION FOR COMPLIANCE.
5. LIMIT TIME OF EXPOSURE - ALL MATERIALS AND EQUIPMENT NEEDED TO COMPLETE THE CROSSINGS MUST BE ON SITE PRIOR TO STARTING WORK. THERE MUST
ALSO BE SUITABLE WEATHER CONDITIONS PER MECKLENBURG COUNTY LAND DEVELOPMENT STANDARD 30.18.
6. LIMIT EXPOSED AREAS - MINIMIZE THE SIZE OF AREA TO BE EXPOSED AT ANY ONE TIME.
7. INSTALL COFFER DAM AT PROPOSED CREEK CROSSING, ABOVE PROPOSED LOCATION OF CULVERT. INSTALL SILT FENCE BELOW TOE OF PROPOSED FILL SLOPE AT
EACH SIDE OF ROADWAY. PROVIDE PUMP TO ROUTE STREAM FLOW AROUND PROPOSED CULVERT CONSTRUCTION TO DISCHARGE BELOW DISTURBED ARA.
8. INSTALL DOWNSTREAM SECTION OF CULVERT AND HEADWALL AND IMMEDIATELY PLACE STREAM BANK STABILIZATION PER GRADING AND DRAINAGE PLAN.
9. CONNECT SILT FENCE ADJACENT TO CULVERT OUTLET AT TOP OF BANK ACROSS THE TOP OF THE CULVERT AND HEADWALL.
10. COMPLETE INSTALLATION OF CULVERT, WORKING UPSTREAM. ONCE THE FINAL CULVERT SECTION AND UPSTREAM HEADWALL OR STRUCTURE ARE INSTALLED,
REMOVE CHECK DAM AT STREAM AND IMMEDIATELY DIVERT THE CHANNEL FLOW THROUGH THE CULVERT PIPE.
11. INSTALL THE STREAM BANK STABILIZATION ON THE INLET SIDE OF THE CULVERT PER THE GRADING AND DRAINAGE PLAN. INSTALL SILT FENCE ALONG THE TOP
OF BANK AND OVER THE TOP OF CULVERT AND HEADWALL.
12. PROCEED WITH PLACEMENT OF FILL OVER THE TOP OF CULVERT AT ROADWAY. PROVIDE SILT FENCE OUTLETS AT TOE OF SLOPE ON EACH SIDE OF CULVERT TO
CONTROL DISCHARGE FROM GRADED SLOPES. SLOPE TOP SURFACE OF FILL TO DRAIN TO ADJACENT SEDIMENT BASINS, UTILIZING DIVERSION DITCHES WHERE
NEEDED TO DIRECT RUNOFF.
13. MAINTAIN ALL MEASURES DAILY, MAKING IMMEDIATE REPAIRS WHEN NEEDED.
14. ONCE FINAL GRADE HAS BEEN REACHED AT FILL SLOPE, STABILIZE ALL SLOPES WITH EROSION CONTROL MATTING AND SEEDING.
15. ADDITIONAL OR INNOVATIVE MEASURES MAY BE REQUIRED BY THE WATER QUALITY INSPECTOR.
16. CROSSING OF MINOR TRIBUTARY MUST BE DONE USING MATS. NO DISTURBANCE TO THE BED OR BANKS OF THE MINOR TRIBUTARY IS PERMITTING.
L2
47+17
RIGHT +
LEFT
L2
49+79
RIGHT +
LEFT
L2
52+00
RIGHT
L2
52+25
LEFT
L2
53+35
RIGHT
L2
54+40
RIGHT
L2
55+40
RIGHT
Y4
10+61
RIGHT +
LEFT
Y4
10+94
RIGHT +
LEFT
Y4
11 +70
LEFT
:z•Zya ��: ry: ay: i x.�.a �•zy_i � r•�. ��
L2
53+34
LEFT
L2
53+83
LEFT
L2
54+28
LEFT
L2
54+78
LEFT
L2
55+29
LEFT
L2
55+88
LEFT
L2
56+59
LEFT
L2
57+10
LEFT
L2
57+61
LEFT
SKIMMER SEDIMENT BASIN
DESIGN CRITERIA
DRAINAGE
AREA
< 10 AC.
(ACRES)
MIN.
LENGTH TO
2:1
WIDTH RATIO
MAX.
LENGTH TO
6:1
WIDTH RATIO
MIN.
1800
VOLUME
(CU. FT.
REQUIRED
PER AC.
DISTURBED)
325
SURFACE
(SO. FT,
AREA
PER CFS
REQUIRED
Q1O)
DATA BLOCK
PLAN VIEW
INFLOW
AVERAGE = AREA* 1
WIDTH LENGTH
* AREA OF BASIN WATER
SURFACE AT TOP OF PRIMARY
SPILLWAY
CROSS-SECTION VIEW --1LBAFFLES -
INFLOW
DEWATERING
ZONE -
FILTER FABRIC
SKIMMER
DEWATERING
DEVICE
(CLDS #30.19) 1' FREEBOARD
6" MAX. DEPTH OF FLOW_
BAFFLES
OVER EMERGENCY SPILLWAY
Z=5' MAX.
-------- -
---
-----
----
----
J-------------
------ - --
-- -
---
CLEANO
SKIMMER ARM
DEPTH
LENGTH =
1' SEDIMENT
(H/2)
H x 1.5
STORAGE
(MIN. 5')
NOTES:
1.
REFER TO NCESCPDM
SECTION #6.64 FOR
ADDITIONAL DESIGN
EMBANKMENT
SPECIFICATIONS
REGARDING SKIMMER
SEDIMENT BASINS.
2.
REFER TO STD. #30.19
FOR BAFFLE SPACING
AND INSTALLATION
3.
TURBIDITY CURTAIN
(CLDS #30.23) MAY BE
USED IN LIEU OF
POROUS BAFFLES (CLDS
#30.19).
4.
SKIMMER INVERT
EMERGENCY
ELEVATION = BASIN
SPILLWAY
BOTTOM + 1' MIN.
L 5.
H = SPILLWAY
ELEVATION - SKIMMER
INVERT ELEVATION
W=5' MIN.
FrEMBANKMENT
iT=1.5' MIN.
H=2' MINA EMERGENCY
SPILLWAY
SPECIFY
SEEPAGE
CONTROL NOT TO SCALE
MEASURES
BASIN
DRAINAGE
(ACRES)
DENUDED
(AAREA CRES)
Q10
BASIN VOLUME
BASIN SURFACE AREA
CLEANOUT
DEPTH (FT.)
H/2
H
(FEET)
Z
(FEET)
L
(FEET)
T
(FEET)
W
(FEET)
SKIMMER
PIPE
DIAMETER
SKIMMER
ORIFICE
DIAMETER
(REQ IIRFT.)
(CUOVIDED)
REQUIREDPROVIDED
(SQ FT.)
• CITY OF CHARLOTTE
LAND DEVELOPMENT STANDARDS
INCLUDES CHARLOTTE ETJ
PVC END CAP
6`169, 1 la10MN61a11lIl"M:1_%`1111
PERSPECTIVE VIEW
PVC ELBOW
PVC VENT
PIPE
"C" ENCLOSURE
TER ENTRY UNIT
WATER SURFACE
PVC END CAP
PVC PIPE 1
1 /2" HOLES IN N
PVC TEE UNDERSIDE 10
���G� M��1 • PVC TEE
FLEXIBLE f
HOSE SCHEDULE 40
0 PVC PIPE
END VIEW FRONT VIEW
SCHEMATIC OF SKIMMER TAKEN FROM PENNSYLVANIA EROSION AND SEDIMENT POLLUTION CONTROL MANUAL, MARCH 2O00.
"H" REFERS TO THE HEIGHT FROM INVERT OF FLEXIBLE HOSE ON SKIMMER TO THE INVERT OF THE PRIMARY SPILLWAY.
• CITY OF CHARLOTTE
�! LAND DEVELOPMENT STANDARDS SKIMMER
CHARLOTTE. INCLUDES CHARLOTTE ETJ
SCHEDULE 40
PVC PIPE
ORIFICE
PLATE
30.02A 122
NOT TO SCALE
30.021311
WALKER BRANCH
GREENWAY
.��^^,,�,, HUNTINGTON
K "0" MEADOW LANE
� U
S1\
13RANCNDR.
. HOOVER
. ! CREEK
GREENWAY
VICINITY MAP N.T.S.
SURVEY DISCLAIMER
ALTA/NSPS LAND TITLE SURVEY ISSUED JANUARY 5, 2021
PROVIDED BY JAMES MAUNEY & ASSOCIATES, P.A. 6405
WILKINSON BLVD., BELMONT, NC 28012 [phone]
FEMA SOURCE
FEMA INFORMATION PROVIDED BY FEMA PANELS 3710440900K
& 3710450000K ISSUED SEPTEMBER 2, 2015.
WALKER SHEET KEY N.T.S.
LEGEND
SYMBOL
TREE TO BE REMOVED
X SILT FENCE
HIGH HAZARD HEAVY
DUTY SILT FENCE
PROPOSED STORM DRAINAGE
0 0 C STABILIZED CONSTRUCTION
0 0 0 0 ENTRANCE
GRAVEL RIP RAP APRON
LIMITS OF DISTURBANCE
PROPOSED TREELINE
SILT FENCE OUTLET
EMBANKMENT MATTING
OSTONE INLET PROTECTION
COIR FIBER WATTLE
Cole7enest&Stone
BOLTON & MENK,INC.
200 SOUTH TRYON STREET, SUITE 1400
CHARLOTTE, NORTH CAROLINA 28202
Phone: [phone]
Email: [e-mail]
www.bolton-menk.com
MECK CO. PARK
AND RECREATION
5841 BROOKSHIRE BLVD
CHARLOTTE, NC 28216
WALKER BRANCH
DETAIL&HOOVER CREEK
GREENWAY
CHARLOTTE, NC
"` 9G ,L2- GRADING +
EROSION CONTROL
.,C_e00 PLAN
19/C-800
Project No.
4731.00
11.25 AC
Issued
08/03/2023
BID DOCUMENTS
FOR BID PURPOSES ONLY
18/C-800
12/C-800
3/C-800
20/C-800
I �
I •
1. CONTRACTOR IS FULLY RESPONSIBLE FOR CONTACTING APPROPRIATE
PARTIES AND ENSURING THAT ALL EXISTING UTILITIES ARE LOCATED
PRIOR TO CONSTRUCTION.
2. CONTRACTOR IS RESPONSIBLE FOR PLACING BARRICADES, USING FLAG
MEN, ETC., AS NECESSARY TO ENSURE THE SAFETY OF THE PUBLIC.
3. ALL PAVEMENT CUTS, CONCRETE OR ASPHALT, ARE TO BE REPLACED
ACCORDING TO THE STANDARDS OF THE NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION, OR LOCAL JURISDICTION,
WHICHEVER IS MORE STRINGENT.
4. SHORING SHALL BE IN ACCORDANCE WITH OSHA TRENCHING
STANDARDS, 29 CFR, PART 1926, SUBPART P, OR AS AMENDED.
Revised
1 6vr•:.•RP
V0SEAL F :n
m F-1409
Zp C-596
\111111///
OARo///i
Essj�
4,
.a S A =_
0 279 -
..N
I I \\\ 08/03/23
z
SCALE: 1 "=40'
0 20' 40' 80'
CWm323
The drawings, the project manual and the design
shown theron are instruments of Bolton & Menk, inc.,
d.b.a. Colejenest & Stone. The reproduction or
unauthorized use of the documents without consent
of Bolton & Menk, Inc., is prohibited.
Bolton & Menk, Inc., 2023

I /
11P\\ ,
Q W /\ 0
J5co
/
♦ ® STABILIZED CONSTRUCTION ENTRANCE.
♦ _ REFER TO CONSTRUCTION ACCESS PLAN,00 411,
J ' - SHEET C-003, FOR ADDITIONAL INFORMATION. ` \
000
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DEED BOOK 30317, PAGE 500 NO �SEMEM FOUND s
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CEA
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O MECKLENBURG COUNTY — / o ' c�i`
DEED BOOK 29465, °
a J� o I PAGE 495 — — — _ s _EMENT2 +0
CEA / SStx a Lcc�� 3EW
x— — — — — SSEx
SS
oo
_SS
O v ^FEMA FLOODWAY I N X 14 ss _ _ — — — _
PROPOSED SILT FENCE OUTLET
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_off poky —1 �� �c �� �� / �E CNA _ = __ _ !\' ��
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\ �� ,-.,_,r— — �«I — V�•� PROPOSED SILT FENCE OUTLET
� 0 pCK
_ISTORY B All
I UI-TA,
� 43 0
p
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\ LIMITS OF DISTURBANCE, TYP.
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10000050
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00 tog
00
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FLWY Mq � ��_ � �
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ALWY
s—_ _ t , ' 10
% *WYFLWY— — v yl
I` T / OEA _ yewY FLWY FLWY .: :y.tL/�
MECKLENBURG COUNTY
/
\ °
TEMPORARY STREAM CROSSING r , _I,�N PROPOSED SILT FENCE OUTLET / / /
SEE SHEET C-003 FOR CONSTRUCTION ACCESS PLAN 1 , �r DEED BOOK 21482,
CEA I o PAGE 348 \ ° ,:.r: r' ' ' tr: :''` ::::;; :'•::' :'fr
— — ► ► _ — Ac PROPOSED ROW SILT FENCE, TYP. CEA —►:'•' ' T' " ::d
I' °' — /� ♦ x �o AND ROW HIGH HAZARD SILT FENCE, TYP. CE
ZONE A o — _ _ ;:A ;•:': •:: ' '•;'' : ':''
x ♦ \ F I / AEC o
\ •.�. i•.
OMMUNIP/ EA ° ` \ : '.• :: t!
♦ Ur
SLOPES H NT \
PROPOSED � ` SLOPES 3H:1 V OR STEEPER AND GREATER — — — CEq / \ ;• :i jl;'
SILT FEN OUTLET
THAN 5'
c
\ VERTICAL
L HEIGHT e� , SHALL E \ A �j L B E ZONE AE AMA) A
�:::: MATTED WITH Aar �� -� �� �•::.::: ::: ::::;
TemporaryStream Crossing 3 Y I ♦ ♦ NORTH AMERICAN GREEN Flo
p 1N BOUND NE — 2dAE '� ZONE CEA .SSE,
h SC250 OR APPROVED EQUIVALENT, TYP. ZONE AE ,
O — N&•Ae'; ZONE X ONE X ZONE X I '•.+!'•
FES 1 �— �oN _ Z '
.Y :': •: • :'• hL00D ONE A� ZONE x o _ _ _ _ — — — — — 'E x 20y E}t. :': •'' .y' :'•;
PLAIN BOUNDARY (FEMA) — — — — —0�1 gNL f qE
o ION ( f -F000 ONCE �' I x :emu
x EEx DP S9• c
A ON \
z \ \ -� LNd BDllN o E D
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`l.O X •:�!•. ZONE x zoNE x� O — — \ .•r:�- �•�S�oC'`•. :�•: • • : � 'P6.�;
_ __ _ _ \_
— 3
\ -- —
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— X
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0 NU --- AL — —
G CH _ — x �•-''
■ ■ impacts.
•��� ANCE — — — — — = SS; ;; ;:;;;•;;•;;•;;•;;•;•;;•;•uLUNnARY (FEMA)———SSNo additional Impacts _ _ \ \ ==_gSEx—
�1 1 Ex \ — � — SS `
\ e �. � _ --- _ SSE s _
— s —
6
s
_S
05 —
k � s — x — s SE
Ili _
Note: Limits f
ss
ote is o
\ - SE
P S
0 / Ex
ti
ED
:
within footprint f r m _ _ _
t o st
ream ea � _ _ x \ Disturbance offset 5 ss'=x —
o \
c tr
�/� �� for plan clarity. No \
/ / _ x PROGRESS TAH 2O17-1 \ \ —
improvements shown on CH-610. JUAN disturbance to this --IAUES-Moss RESIDENTIAL BORROWER LLC.O�IA /L� // ,-// -BARBA —L DEED BOOK 18609 DEED BOOK 32065
/+ i OOI�iA TT r DEED B proposed. EST `— — — PAGE 925 BORROWER 6, LLC. PAGE 3 CHARLES M. BAKER
,{ wetland is ro osed.
i" �/ ED BOOK 22129, DEED BOOK 33322, DEED BOOK 20172,
DEED/B OK 2A421, A4 " / PA PAGE 608 PAGE 70 \ /
I PALE/33r8 _ \� PAGE�4, f
91 4
/�
—ZONE
—ZONE
X
NONE k�ZONE AE \
NOTES:
1. GRADING AND EROSION CONTROL SHEETS ARE PROVIDED FOR CONTEXT AND WILL BE
REVIEWED BY NCDEQ FOR APPROVAL.
2. THE CONTRACTOR IS RESPONSIBLE FOR PRESERVING ALL EXISTING VEGETATION
BEYOND THE LIMITS OF CLEARING SHOWN ON THE DRAWINGS FOR THE DURATION OF
CONSTRUCTION.
3. LIMITS OF DISTURBANCE (LOD) ARE OFFSET 5' FOR PLAN CLARITY.
�i } \\ \ \ \ � \ � \ \ \ °NE x gory •� • :::• : = •
0Rk\ \ EqE
i
MBY
JOHN FOR F0R►'AOY yy
/ /-
BARB g P, 3p0g9' MAX \IELAZQA EZ
DEED,
AGE 347 1 s5 O A /
D B 0KE 30-730,
BEE p AGE 423
WALKER BRANCH -
GREENWAY
HUNTINGTON -
MEADOW LANE
Sill,85
U
-
C
J
eRaNCHOR.
,
HOOVER
CREEK
-
GREENWAY
VICINITY
MAP
N.T.S.
SURVEY DISCLAIMER
ALTA/NSPS LAND TITLE SURVEY ISSUED JANUARY 5, 2021
PROVIDED BY JAMES MAUNEY & ASSOCIATES, P.A. 6405
WILKINSON BLVD., BELMONT, NC 28012 [phone]
FEMA SOURCE
FEMA INFORMATION PROVIDED BY FEMA PANELS 3710440900K
& 3710450000K ISSUED SEPTEMBER 2, 2015.
HOOVER SHEET KEY N.T.S.
LEGEND
SYMBOL
TREE TO BE REMOVED
X SILT FENCE
XX HIGH HAZARD HEAVY
DUTY SILT FENCE
PROPOSED STORM DRAINAGE
0 O O 0 C STABILIZED CONSTRUCTION
O p O Q ENTRANCE
GRAVEL RIP RAP APRON
LIMITS OF DISTURBANCE
PROPOSED TREELINE
SILT FENCE OUTLET
EMBANKMENT MATTING
Cole7enest&Stone
BOLTON & MENK,INC.
200 SOUTH TRYON STREET, SUITE 1400
CHARLOTTE, NORTH CAROLINA 28202
Phone: [phone]
Email: [e-mail]
www.bolton-menk.com
MECK CO. PARK
AND RECREATION
5841 BROOKSHIRE BLVD
CHARLOTTE, NC 28216
WALKER BRANCH
DETAIL & HOOVER CREEK
GREENWAY
CHARLOTTE, NC
"` 9G ,L1- GRADING +
_/_ EROSION CONTROL
C_a00 PLAN
19/C-800
Project No.
4731.00
9.48 AC
18/C-800
12/C-800
I �
■ I :�
1. CONTRACTOR IS FULLY RESPONSIBLE FOR CONTACTING APPROPRIATE
PARTIES AND ENSURING THAT ALL EXISTING UTILITIES ARE LOCATED
PRIOR TO CONSTRUCTION.
2. CONTRACTOR IS RESPONSIBLE FOR PLACING BARRICADES, USING FLAG
MEN, ETC., AS NECESSARY TO ENSURE THE SAFETY OF THE PUBLIC.
3. ALL PAVEMENT CUTS, CONCRETE OR ASPHALT, ARE TO BE REPLACED
ACCORDING TO THE STANDARDS OF THE NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION, OR LOCAL JURISDICTION,
WHICHEVER IS MORE STRINGENT.
4. SHORING SHALL BE IN ACCORDANCE WITH OSHA TRENCHING
STANDARDS, 29 CFR, PART 1926, SUBPART P, OR AS AMENDED.
Issued
06/01 /2023
CONSTRUCTION DOCUMENTS
Revised
mkF _I s?
1 v •:.•RP Rq .: 2'
SEAL F : n
m F-1409
Zp C-596
r,1111111//
ss/p iy��
?; 4,
.a S A =_
0 279 —
/pV. .GIN. ��•
////I I1 \\\06/01/23
N
SCALE: 1 "=40'
0 20' 40' 80'
CHm3l 0
The drawings, the project manual and the design
shown theron are instruments of Bolton & Menk, inc.,
d.b.a. Colejenest & Stone. The reproduction or
unauthorized use of the documents without consent
of Bolton & Menk, Inc., is prohibited.
Bolton & Menk, Inc., 2023 @

BOULDERS
DETAIL
MEDIAN
DO
D50
NCDOT
PRACTICE
DESIGN AREA
SUBCOMPONENT
DIA(MINj ER
D100 (IN)
NOTES
DRAWING #
(IN)
(IN)
CLASSIFICATION
L2 LOW WATER CROSSING
TOP ROCK
24
18
24
36
N/A
ROCK SILL
C-602
ROCKS SHOULD BE FLAT -SIDED AND STACKABLE.
BOTTOM FOOTER ROCK
24
18
24
36
N/A
AND L1 RIFFLE
STONE TOE
L1 RIFFLE
C-602
TOP ROCK
24
18
24
36
N/A
ROCKS SHOULD BE FLAT -SIDED AND STACKABLE.
BOTTOM FOOTER ROCK
24
18
24
36
N/A
ROCK CASCADE
L2 CASCADE
C-602
TOP ROCK
24
18
24
36
N/A
ROCKS SHOULD BE FLAT -SIDED AND STACKABLE.
BOTTOM FOOTER ROCK
24
18
24
36
N/A
GRADED STONE
DETAIL
MEDIAN
DO
D50
NCDOT
PRACTICE
DESIGN AREA
SUBCOMPONENT
DIA(MINj ER
D100 (IN)
NOTES
DRAWING #
(IN)
(IN)
CLASSIFICATION
Y1, Y4 AND L2 LOW WATER
TOE PROTECTION
C-602
TOE PROTECTION ROCK
10
5
10
17
CLASS 1 RIP RAP
CROSSINGS
STABLE RIFFLE ROCK
10
5
10
17
CLASS 1 RIP RAP
VOIDS IN UPPER 6 INCHES OF RIFFLE TO BE FILLED WITH MOBILE
CONSTRUCTED RIFFLE
Y1
C-602
MOBILE RIFFLE ROCK
4
2
4
6
CLASS A RIP RAP
RIFFLE ROCK AND NATIVE STREAMBED MATERIAL.
VOIDS IN UPPER 6 INCHES OF RIFFLE TO BE FILLED WITH NATIVE
CONSTRUCTED RIFFLE
L1 RIFFLE
C-602
STABLE RIFFLE ROCK
8
5
8
12
CLASS B RIP RAP
STREAMBED MATERIAL.
VOIDS IN UPPER 6 INCHES OF RIFFLE TO BE FILLED WITH COARSE
CONSTRUCTED RIFFLE
L2 CASCADE
C-602
STABLE RIFFLE ROCK
8
5
8
12
CLASS B RIP RAP
AGGREGATE BACKFILL
COARSE AGGREGATE
PERCENT PASSING BY WEIGHT, EACH LABORATORY SIEVE
DETAIL
1.5
1.0
0.75
NCDOT
PRACTICE
DESIGN AREA
SUBCOMPONENT
#4
#8
NOTES
DRAWING #
(IN)
(IN)
(IN)
CLASSIFICATION
Y1, Y4 AND L2 LOW WATER
SS-101, SS-102
ABUTMENT BACKFILL SHALL BE WRAPPED IN GEOTEXTILE IN
BRIDGE ABUTMENTS
ABUTMENT BACKFILL
100
95-100
25-60
0-10
0-5
#57 STONE
CROSSINGS
and SS-103
ACCORDANCE WITH THE CONTRACT DOCUMENTS
Y1, Y4 AND L2 LOW WATER
SS-101, SS-102
BRIDGE FOOTERS
FOUNDATION CONDITIONING MATERIAL
100
95-100
25-60
0-10
0-5
#57 STONE
CROSSINGS
and SS-103
ROCK CASCADE
L2 CASCADE
C-602
BEDDING AND BACKFILL
100
95-100
25-60
0-10
0-5
#57 STONE
GRAVEL FILTER
100
95-100
25-60
0-10
0-5
#57 STONE
STREAMBED MATERIAL SHALL BE NATIVE IN -SITU STREAMBED
CONSTRUCTED RIFFLE
Y1 AND L1 RIFFLE
C-602
STREAMBED MATERIAL
100
95-100
25-60
0-10
0-5
#57 STONE
MATERIAL. #57 STONE SHALL BE USED ONLY IF THERE IS AN
INSUFFICIENT QUANTITY OF NATIVE MATERIAL.
Y4 AND L2 LOW WATER
USE OF IMPORTED SBM SHALL BE APPROVED BY THE OWNER
STREAMBED MATERIAL
C-602
IMPORTED STREAMBED MATERIAL
I
100
I
95-100
I
25-60
0-10
I
0-5
I
#57 STONE
CROSSINGS
AND/OR ENGINEER.
ROCK SIZING CHART
STREAM CONSTRUCTION GENERAL NOTES:
THESE PLANS WERE PREPARED WITH FIELD SURVEY INFORMATION AND/OR GIS
DATA AVAILABLE AT THE TIME OF PROJECT DESIGN. IT IS POSSIBLE THAT FIELD
CONDITIONS AT THE TIME OF CONSTRUCTION MAY VARY FROM THESE PLANS.
VERIFY FIELD CONDITIONS SUCH AS ELEVATIONS AND DEPTHS PRIOR TO
PROCEEDING WITH WORK.
ENSURE SMOOTH TRANSITIONS AT UPSTREAM AND DOWNSTREAM ENDS OF WORK
AREAS AND BETWEEN THE STREAM BED AND BANKS.
LARGE VOIDS GREATER THAN TWO INCHES SHALL NOT BE LEFT IN COMPLETED
IN -STREAM STRUCTURES. VOIDS SHALL BE FILLED WITH CHINKING STONE,
STREAMBED MATERIAL, COARSE AGGREGATE AND/OR SOIL.
MATERIALS:
TOPSOIL SHALL BE SAVED FROM THOSE AREAS THAT WILL BE DISTURBED BY
EXCAVATION, FILL, HAUL ROADS OR COMPACTION EQUIPMENT. TOPSOIL SHALL BE
KEPT SEPARATE FROM SITE SPOIL. UPON COMPLETION OF CONSTRUCTION,
TOPSOIL SHALL BE SPREAD TO A DEPTH OF 4 INCHES OVER ALL AREAS TO BE
PLANTED. ADDITIONAL TOPSOIL SHALL BE FURNISHED, IF NEEDED.
STREAMBED MATERIAL FROM AREAS WITHIN THE LIMITS OF DISTURBANCE, IF
DEEMED SUITABLE BY THE ENGINEER, SHALL BE STOCKPILED SEPARATE FROM SITE
SPOIL FOR REUSE IN STREAM STRUCTURES.
SPECIFIED AND/OR PROPRIETARY PRODUCTS SHOWN HEREON MAY BE SUBJECT TO
SUBSTITUTION WITH OTHER PRODUCTS OF EQUAL OR SUPERIOR QUALITY IN
CONSULTATION WITH THE ENGINEER. VERIFY WITH THE SUPPLIER/MANUFACTURER
THAT SUBSTITUTE PRODUCTS WILL FUNCTION PER THE DESIGN OR THE GIVEN
FIELD CONDITIONS. THE DESIGN ENGINEER SHALL BE NOTIFIED IMMEDIATELY IF
ANY DEVIATIONS FROM EXISTING FIELD CONDITIONS EXIST WHICH MAY AFFECT
PRODUCT FUNCTION.
STORM DRAINAGE:
GRADES, ELEVATIONS AND LOCATIONS SHOWN ARE APPROXIMATE. AS DIRECTED
BY THE ENGINEER, THEY MAY BE ADJUSTED TO ACCOMMODATE UNFORESEEN
CONDITIONS.
TOLERANCE:
STREAM IMPROVEMENT STRUCTURES SHALL HAVE A VERTICAL TOLERANCE OF
±0.20 FEET AND A PLANIMETRIC TOLERANCE OF ±0.50 FEET.
SIDE SLOPES:
LIMITS OF PROPOSED SLOPES ARE INDICATED IN THE PLANS, DETAILS AND
STANDARD DRAWINGS. THE MAXIMUM SLOPE SHALL NOT EXCEED A 2:1
(HORIZONTAL TO VERTICAL) UNLESS DESGNATED BY THE ENGINEER.
WALKER BRANCH
GREENWAY
HUNTINGTON
MEADOW LANE
m
VVA
BRAN HE R.
HOOVER
CREEK
GREENWAY
VICINITY MAP N.T.S@
SURVEY DISCLAIMER
ALTA/NSPS LAND TITLE SURVEY ISSUED JANUARY 5, 2021
PROVIDED BY JAMES MAUNEY & ASSOCIATES, P.A. 6405
WILKINSON BLVD., BELMONT, NC 28012 [phone]
FEMA SOURCE
FEMA INFORMATION PROVIDED BY FEMA PANELS 3710440900K
& 3710450000K ISSUED SEPTEMBER 2, 2015.
Cole7enest&Stone
BOLTON & MENK,INC.
200 SOUTH TRYON STREET, SUITE 1400
CHARLOTTE, NORTH CAROLINA 28202
Phone: [phone]
Email: [e-mail]
www.bolton-menk.com
HAZEN AND SAWYER
9101 SOUTHERN PINE BOULEVARD
CHARLOTTE, NORTH CAROLINA 28273
MECK CO. PARK
AND RECREATION
5841 BROOKSHIRE BLVD
CHARLOTTE, NC 28216
O
WALKER BRANCH
& HOOVER CREEK
GREENWAY
CHARLOTTE, NC
GENERAL NOTES
STREAM
Project No.
4731.00
Issued
08/03/2023
BID DOCUMENTS
FOR BID PURPOSES ONLY
Revised
�N C A 0� T f
EA 9�
�yEN R SPA
C=600
The drawings, the project manual and the
design shown theron are instruments of
ColeJenest & Stone, P.A.. The reproduction
or unauthorized use of the documents
without consent of ColeJenest & Stone, P.A.
is prohibited.
ColeJenest & Stone, P.A. 2022

(Tp
F�7STiG
011 o1
(TO
F�7STiVG
GRgOFJ
4.00'
CI r-:\,• \,ADICC
0
Cq
4.50'
2'1
4.00' 4.00' 4.50'
EX GRADE
/
4.00'
C\/. \/A f]ICQ
0
0
N
N
0
0
TYPICAL -Y1- RIFFLE CROSS SECTION
SCALE: NTS
REFER TO SHEET CH-610
\
2.00' 4.60 \ 4.00' 4.00'
ELEV: VARIES
SLOPE: 0.5%
0
CM
N
PROP GRADE
EX GRADE \\ /
T G
rTo p ��G
G GRq 1.00' 1.50' 1.50' 1.00, 0
�FJ
0 0
�o o�
O N N O
6 0
TYPICAL -L2- RIFFLE AND CASCADE CHANNEL CROSS SECTION
SCALE: NTS
REFER TO SHEET CW-620
EX GRADS
PROP GRADE
3.1 RPpEI
ELEV: VARIES l�0 G
SLOPE: 0.5%
4'
(Tp F\T 3:G
N
4'
ELEV: VARIES—'*',
SLOPE: 0.5%
TYPICAL -L2- FLOODBENCH GRADING SECTION
4'
SCALE: NTS
REFER TO SHEET CW-621
2.5' 2.5'
4'
5:1 5-.1
_
TYPICAL -L2- AND -Y4- CHANNEL CROSS SECTION
SCALE: NTS
REFER TO SHEETS CW-621 AND CW-622
4'
2.7
O
0
TYPICAL -Y1- POOL CROSS SECTION
SCALE: NTS
STATION 0+00 TO STATION 0+28 AND STATION 1+15 TO STATION 1+38
REFER TO SHEET CH-610
GELEV: VARIES
�PpEI
SLOPE: 0.5% —i 0 EX\%
EX GRADE /
/
/
/
4.60' 2.00'
/ ELEV: VARIES
/ SLOPE:0.5%
T1 O
/ M
N
O
N
O
_
_
TYPICAL -Y1- STORMWATER CHANNEL CROSS SECTION
PROP GRADE
T 1 GFtP
0
(�
PROP GRADE
100
T1 GAP
2'
1' 4' 2'
PTO ?'7
G,4.q��� iNG
J \
2.7
N
4.1
SCALE: NTS
2'
EX GRADE
_
_
_
_
4' 1'
T 1 \\\AG
00
_ G
TYPICAL -L1- PLUNGE POOL GRADING SECTION
SCALE: NTS
REFER TO SHEET CH-611
1.5' 2' 1.5' 1.5'
OTC) F�7ST 2 7
NG G
Rq�F) ELEV: VARIE \
SLOPE: 0.5% \
ifl
N
0
6:1
2'
1.5'
\5� NG GAP
kV: VARIE 00
LOPE: 0.5%
TYPICAL -L1- RIFFLE GRADING SECTION
SCALE: NTS
REFER TO SHEETS CH-611
N
0
WALKER BRANCH
GREENWAY
HU NTINGTON
MEADOW LANE
0
W o
W U
W z
W
ALI
A
01
WALKER
BRANCH DR HOOVER
CREEK
GREENWAY
VICINITY MAP N.T.S(@
SURVEY DISCLAIMER
ALTA/NSPS LAND TITLE SURVEY ISSUED JANUARY 5, 2021
PROVIDED BY JAMES MAUNEY & ASSOCIATES, P.A. 6405
WILKINSON BLVD., BELMONT, NC 28012 [phone]
FEMA SOURCE
FEMA INFORMATION PROVIDED BY FEMA PANELS 3710440900K
& 3710450000K ISSUED SEPTEMBER 2, 2015.
ColeJenest&Stone
BOLTON & MENK, INC.
200 SOUTH TRYON STREET, SUITE 1400
CHARLOTTE, NORTH CAROLINA 28202
Phone: [phone]
Email: [e-mail]
www.bolton-menk.com
Hazen
HAZEN AND SAWYER
9101 SOUTHERN PINE BOULEVARD
CHARLOTTE, NORTH CAROLINA 28273
MECK CO. PARK
AND RECREATION
5841 BROOKSHIRE BLVD
CHARLOTTE, NC 28216
WALKER BRANCH
& HOOVER CREEK
GREENWAY
CHARLOTTE, NC
TYPICAL CROSS
SECTIONS -
STREAM
Project No.
4731.00
Issued
08/03/2023
BID DOCUMENTS
FOR BID PURPOSES ONLY
Revised
�N CA 9 df
-�
EA 9�
2
� C E oCO
�yFN R . SPA
t' C=601
1. CONTRACTOR IS FULLY RESPONSIBLE FOR CONTACTING APPROPRIATE
PARTIES AND ENSURING THAT ALL EXISTING UTILITIES ARE LOCATED
PRIOR TO CONSTRUCTION.
The drawings, the project manual and the
2. CONTRACTOR IS RESPONSIBLE FOR PLACING BARRICADES, USING FLAG design shown theron are instruments of
MEN, ETC., AS NECESSARY TO ENSURE THE SAFETY OF THE PUBLIC. ColeJenest & Stone, P.A.. The reproduction
3. ALL PAVEMENT CUTS, CONCRETE OR ASPHALT, ARE TO BE REPLACED or unauthorized use of the documents
ACCORDING TO THE STANDARDS OF THE NORTH CAROLINA without consent of ColeJenest & Stone, P.A.
DEPARTMENT OF TRANSPORTATION, OR LOCAL JURISDICTION, is prohibited.
WHICHEVER IS MORE STRINGENT.
4. SHORING SHALL BE IN ACCORDANCE WITH OSHA TRENCHING ColeJenest & Stone, P.A. 2022
STANDARDS, 29 CFR, PART 1926, SUBPART P, OR AS AMENDED.

REFE
X1
FLOW W1
FIELD
SMOO
EXIST
OR PII
STAG(
BETW I
IA\
U
PLAN VIEW
TOE OF STREAM BANK
COIR FIBER MAT, TYP
BOULDER SILL
(2 ROWS DEEP)
DROP ROCKS
STREAM BED
W.
STREAM
FLOW
LOWER ROCK TOE/
IMBRICATED BOULDER
WALL/VANE ARM TOP
TO ALLOW SIDE
CHANNEL TO FLOW OVER
INTO MAIN STREAM
ROCK/BOULDER
(STACKED/IMBRICATED)
(OR AS SHOWN ON PLANS)
049;
X1
FLOW
PROPOSED GRADE
ALL ROCKS PLACED
WITH 6:1 CAMBER
WITH HORIZONTAL -
6
LENGTH (L)
FIELD ADJUST STONES
TO ENSURE FLOW OVER
ROCK CASCADE
6., nI11N OVEN--
6"-12" DROP
ROCK/BOULDER
(IMBRICATED)
#57 BEDDING STONE,
6" MIN DEPTH
FILTER FABRIC (NON -WOVEN)
PROFILE VIEW -SECTION A -A
EMBEDMENT
WIDTH (W1) LENGTH(
PROPOSED GRADE, TYP
Fsr
WIDTH (W2)
EXISTING GROUND, TYP
yAM�R
ENSURE TIGHT
JOINT TO PREVENT
21 J
FLANKING, TYP
1 � <
��
of
o�
�o
#57 BEDDING STONE,
°
oo°
ROCK/BOULDER
6" MIN DEPTH
♦ •7
♦
0 oo°w
�
(STACKED/IMBRICATED)
�o 00 00 00 00�0�00 00
000
o ° o
FILTER FABRIC (NON -WOVEN)
CROSS VIEW -SECTION B-B
ROCK CASCADE (RC) SCHEDULE
TOP
BOTTOM
SIDE
Df
STRUCTURE
DESIGN
UPSTREAM
DOWNSTREAM
ELEV.
ELEV.
L
H
W1
W2
E
SLOPE
MIN.
NO.
AREA
STA.
STA.
Xi
X2
(FT)
(FT)
(FT)
(FT)
(FT)
M:1
(FT)
RC-1
L2 CASCADE
0+19.2
0+32.2
584.8
583.3
13.0
0.8
5
3
4
1.7:1
3
GLIDE TRANSITION
ROCK CASCADE (C) DETAIL
NTS
RIFFLE LENGTH, L (SEE PROFILE)
BACKFILL WITH STREAM BED FLOW -
MATERIAL (SBM)
AS NEEDED TO TIE INTO EXISTING UPSTREAM CREST SEE APPLICABLE GRADE
OR PROPOSED GRADE (SEE PROFILE) CONTROL DETAIL UNLESS
SHOWN OTHERWISE ON PLANS
X RIFFLE SLOPE VARIES (SEE TABLE) Y
1.0FTMIN o Oo: \00�00\�Oo\�Oo0�0000000�00\0
-
o O o O o O o O O o O o O o O o O o
00. 00 00 00 O o0 00 00 00 0-
EX/PROPOSED BED, TYP
��.>90-
DSo O
o0 o RIFFLE GRADE CONTROL AND
0 ooQo
0.5 FT 0° o NO GLIDE TRANSITION IF SBM STONE TO A DEPTH OF DS
PROFILE CALLS FOR GRADE
CONTROL BASE STONE (0.5-FT DEPTH) '
PROFILE VIEW
CONSTRUCTED RIFFLE NOTES:
1. IF EXISTING OR PROPOSED UTILITY OCCURS WITHIN THE CR,
COMPLETE PIPE INSTALLATION, REHABILITATION, OR REPLACEMENT
WORK AND INSTALL PIPE PROTECTION (IF REQUIRED) PER SEPARATE
UTILITY AND PIPE PROTECTION DETAILS PRIOR TO COMPLETING CR
WORK.
2. CONSTRUCT UPSTREAM AND DOWNSTREAM GRADE CONTROLS (IF
REQUIRED) PER SEPARATE DETAILS PRIOR TO INSTALLING THE CR.
3. CROSS -SECTIONAL DIMENSIONS AND LONGITUDINAL SPACING OF
FEATURES VARY. SEE CONSTRUCTED RIFFLE SCHEDULE, TYPICAL
SECTIONS, DETAILED CROSS SECTIONS, AND PROFILES FOR
DIMENSIONS OF EACH INDIVIDUAL STRUCTURE.
4. CONSTRUCTED RIFFLE STONE SHALL BE PLACED SO THAT IT
SHINGLES IN A DOWNSTREAM DIRECTION. SMALL AND LARGE
STONES SHALL BE MIXED PRIOR TO IN -STREAM PLACEMENT TO
MINIMIZE VOID SPACES. STONES MUST BE PLACED IN A MANNER TO
PROMOTE INTERLOCKING. DUMPING OF RIPRAP SHALL NOT BE
PERMITTED.
5. CHINK ALL CONSTRUCTED RIFFLE VOIDS WITH SBM PER ROCK
SIZING CHART, DWG C-600.
6. THERE MAY BE NO GLIDE OR RUN TRANSITION WHERE THE
UPSTREAM OR DOWNSTREAM RIFFLE LIMITS ARE SET BY GRADE
CONTROLS.
7. THALWEG MAY BE MODIFIED IN FIELD PER THE ENGINEER.
8. SEE TYPICAL -L1- RIFFLE GRADING SECTION FOR DIMENSIONS, DWG
C-601.
RUN TRANSITION
(IF GRADE CONTROL
NOT REQUIRED)
RGC TO TRANSITION TO BANKFULL GRADE BANKS AND
BENCH PER TYPICAL RIFFLE INSTALL COIR MAT
SECTION AND GRADING PLAN PER COIR MAT DETAIL
BANKFULL WIDTH, W
LBANKFULL 1
' - BENCH
--- -�,,, STONE WIDTH, W3
6-IN TOP SOIL �•\ %
UNDER COIR MAT \ \ TOE WIDTH, W2 / \/
1.0 FT MINA 0:����O:oO ��Q. H
\ �� O :oO :do BASEFLOW �� 0 ooO O.:o S D
.. 00 UU
o �000 000000�00\�\00�\ �oo\� �
0 0 0 0 0 0 0 0
o O�Oo o �o 0�00 :0;���:0;�:0;:0 0� 0�00 0�0o p000 0.5 FT
goo o �00 00 ��O o0 ov�O o0 00�08
0 0
2.0 FT MIN O�\ (> (> nn E
BASE STONE
(0.5-FT DEPTH)
RIFFLE GRADE CONTROL STONE
SEE ROCK SIZING CHART
SECTION VIEW
KEY IN COIR MAT 1 FT BENEATH
RIFFLE STONE AT TOE
CONSTRUCTED RIFFLE (CR) SCHEDULE
WIDTH
WIDTH
WIDTH
STRUCTURE
DESIGN
UPSTREAM
DOWNSTREAM
LENGTH
W1
W2
W3
Hs
Ds
NO.
AREA
STA.
STA.
ELEV. X
ELEV. Y
(FT)
(FT)
(FT)
(FT)
(FT)
(FT)
NOTES
INCORPORATE EXISTING BEDROCK INTO
CR-1
Y1
0+43.5
0+79.0
592.3
592.1
35
17
17
8
2.0
3
RIFFLE PER DIRECTION OF ENGINEER
CR-2
L2 CASCADE
0+14.2
0+19.2
585.0
584.8
5
5
5
3
1.0
2
CR-3
L1 RIFFLE
0+35.0
0+68.0
577.3
576.5
33
7
5
3
1.0
3
CONSTRUCTED RIFFLE (CR) DETAIL
NTS
FIELD ADJUST TO
ENSURE NON -EROSIVE
TRANSITION INTO
EXISTING MAIN STREAM
DROP ROCKS
i
X2 r, i
COQ
og o
EXISTING STREAM BED OR PROPOSED WORK
LOWER IMBRICATED
BOULDERS, FOR ROCK
TOE/ IMBRICATED BOULDER
WALL/ VANE ARM TO ALLOW
SIDE CHANNEL TO FLOW INTO
MAIN STREAM
STONE TOE NOTES:
1. OFFSET DISTANCE FROM STREAM CENTERLINE AND
STRUCTURE LENGTH ARE MEASURED FROM THE TOE OF
FOOTER STONE.
2. STONE SHALL BE STACKABLE, TIGHT FITTING AND ABUT
ADJACENT STONES WITH NO VOID/GAP SPACES LARGER
THAN 2-INCH. VOIDS SHALL BE CHINKED -IN WITH SMALLER
NON -WEATHERING STONE.
3. TOP STONES SHALL BE FLUSH WITH TOP SURFACES OF
ADJACENT STONES.
4. STAGGER JOINTS SO THAT EACH STONE RESTS FIRMLY ON
TWO STONES IN THE LAYER BELOW.
STREAM
5. STONES ARE TO BE PLACED AT A 6:1 CAMBER WITH THECL
HORIZONTAL PLANE.
6. NO. 57 STONE MAY BE USED AS NEEDED FOR BEDDING
SUPPORT AND LEVELING; HOWEVER, THE MAJORITY OF EACH
TOE AND FOOTER STONE SHALL BE SUPPORTED BY THE
UNDERLYING FOOTER STONE.
7. FILTER FABRIC SHALL WRAP THE TOP ROCK WITH 6-INCHES
EXPOSED BEYOND THE SOIL LAYER INTERFACE.
8. FILTER CLOTH AND COIR MAT SHALL OVERLAP 12-INCHES.
9. THE TRANSITION FROM TOP OF TOE STONE TO GRADE SHALL
BE COVERED WITH COIR MAT AND 6-INCHES (MIN) OF
TOPSOIL.
10. SEE ROCK SIZING CHART FOR STONE SIZES, DWG C-600.
-------------- V
FLOW
x
TOP ROCK INVERT
ELEVATION FLUSH WITH
1 THALWEG (STREAMBED
ELEVATION & STATION
-REFERENCE POINT)
FOOTER ROCK/BOULDEDf
RS °
(COMPLETELY BURIED)
6
PLACE FILTER FABRIC
(NON -WOVEN)
KEY MIN. 6" INTO BED.
SEE SIZING CHART FOR ALL ROCK SIZING
O
U_
BANKFULL WIDTH
FILTER FABRIC
(NON -WO
V .....------------
E E
CUTOFF ROCK Y Y CUTOFF ROCK
4' MIN. FOOTE x
4' MIN.
ROCK/BOULDER (TYP) -X TOP ROCK INVERT ELEVATION
(STREAMBED ELEVATION &
PLAN VIEW STATION REFERENCE POINT)
TOP ROCK/BOULDER BANKFULL WIDTH "B"
WALKER BRANCH
GREENWAY
HUNTINGTON
MEADOW LANE
0
W o
��
W U
wz
66
C
O\A�'i'
A
WALKER
BRANCHDR. HOOVER
CREEK
GREENWAY
VICINITY MAP N.T.S(@
SURVEY DISCLAIMER
ALTA/NSPS LAND TITLE SURVEY ISSUED JANUARY 5, 2021
PROVIDED BY JAMES MAUNEY & ASSOCIATES, P.A. 6405
WILKINSON BLVD., BELMONT, NC 28012 [phone]
FEMA SOURCE
FEMA INFORMATION PROVIDED BY FEMA PANELS 3710440900K
& 3710450000K ISSUED SEPTEMBER 2, 2015.
Y Y
X� CUTOFF ROCK
CUTOFF ROCK 4' MIN.
4' MIN. FOOTER STREAMBED
ROCK/BOULDER (TYP) FOOTER ROCK/BOULDEA
ROCK SILL NOTES: CROSS SECTION E-E
1. SILL SHALL BE CONSTRUCTED BY EXCAVATING A TRENCH SLIGHTLY LARGER THAN THE SILL DIMENSIONS.
2. TOP ROCKS SHALL BE SUPPORTED BY A FOOTER ROCK AND SHINGLED UPSTREAM AND INTO STREAM BANK. ALL ROCKS
SHALL BE INTERLOCKED MINIMIZING OR ELIMINATING GAPS WITH NO VOIDS/GAPS LARGER THAN 4 INCHES.
3. THE MINIMUM ELEVATION DISTANCE BETWEEN ELEVATION "X" AND ELEVATION "Y" IS 4 INCHES.
4. PLACE FILTER FABRIC (NON -WOVEN) ON UPSTREAM SIDE OF SILL. FABRIC SHALL COVER THE UPSTREAM FACE OF THE
ENTIRE SILL (EXCLUDING CUTOFF SILL) AND SHALL EXTEND A MAXIMUM OF 2 FEET UPSTREAM OF STRUCTURE.
5. DISTURBED STREAMBED SHALL BE BACKFILLED WITH 6" MIN. OF SBM OR RIFFLE STONE TO MEET FINISHED GRADE.
6. STREAM BANK AROUND STRUCTURE SHALL BE BACKFILLED AND HAND COMPACTED.
7. SEE ROCK SILL SCHEDULE, PROFILE, AND GRADING SHEET FOR ALL DIMENSIONS AND ELEVATIONS.
8. SILL ROCKS/BOULDERS SHALL BE FLUSH WITH FINISHED GRADE AND CUTOFF ROCKS SHALL EXTEND A MINIMUM OF 4 FEET
INTO STREAMBANK.
ROCK SILL (IRS) SCHEDULE
STRUCTURE
NO.
DESIGN AREA
STA.
X
(MSL)
Y
(MSL)
B
(FT)
Df
(FT)
NOTES
RS-1
L2 LOW WATER
CROSSING
0+52.0
599.9
600.4
13.0
4.0
HORIZONTAL LOCATION TO BE FIELD -
ADJUSTED PER DIRECTION OF ENGINEER
RS-2
L1 RIFFLE
0+68.0
576.5
577.0
7.0
4.0
RS-3
L1 RIFFLE
0+11.0
577.3
577.3
7.0
4.0
TIE RS-3 INTO ST-1 AND WINGWALL
TOP ELEV Y
STREAM BED
ELEV X 12-IN (MIN) i
CHANNEL yA
MATERIAL
• • • • ,� '
• I.I. '�1� gk'5144
FILTER FABRIC (NON -WOVEN)
SECTION
ROCK SILL DETAIL
NTS
- PROPOSED GRADE
TIE INTO EXISTING GRADE
AS INDICATED ON PLANS
i
STACK TOE AND FOOTER STONE
SO THAT TOP SURFACE OF ROCK
FROM
6 HE HORIZONTAL PLANE
\ F L
COIR MAT AND 6-IN TOPSOIL
KEY IN PER COIR MAT DETAIL
LIVESTAKES OR TUBELINGS, TYP
COIR MAT (BIO-D 70 OR APPROVED EQUAL)
COIR MAT TO OVERLAP FILTER CLOTH 12-IN (MIN)
TOE STONE (SEE ROCK SIZING CHART FOR SIZE)
NO. 57 STONE BEDDING SUPPORT
FOOTER STONES (SEE STONE SIZING CHART FOR SIZE)
STONE TOE (ST) SCHEDULE
STONE
FOOTER
DESIGN
CENTERLINE
SETBACK
DEPTH
STRUCTURE NO.
OFFSET AT FOOTER TOE
TOP ELEV.
STREAMBED ELEV.
NOTES
AREA
STA.
SLOPE
Df
O
Y
X
LENGTH'
(H:V)
(FT)
(FT)
(MSL)
(MSL)
(FT)
0+11.0
4
578.3
576.2
4
TIE INTO ENDWALL
ST-1
L1 RIFFLE
24.0
0.5:1
0+35.0
2.5
578.0
577.3
4
TURN ST-1 INTO BANK AT CR-3
STONE TOE (ST) DETAIL
NTS
TOP OF BANK � GENERAL NOTES:
TIE INTO EXISTING EROSION CONTROL MATTING
EROSION CONTROL MATTING
21
\\\\\\\
FILTER FABRIC
(SEE NOTE 3)
CLASS B RIPRAP
D50= 12"-
1. SOIL BACKFILL SHALL BE PLACED
TO TRANSITION BETWEEN THE
BANK AND TOE PROTECTION.
2. RIPRAP TOE PROTECTION SHALL
CONSIST OF CLASS B RIPRAP AS
SPECIFIED BY THE DESIGNER.
3. TYPE 2 NONWOVEN FILTER
FABRIC SHALL BE PLACED UNDER
TOE PROTECTION.
4. THE PLAN VIEW ILLUSTRATES A
PERPENDICULAR PERSPECTIVE OF
EACH SURFACE DEPICTED IN THE
CROSS SECTION. THERE IS NO
FORESHORTENING OF THE BANK
\\ j� VIEW. SURFACE) IN THE PLAN
CROSS SECTION A -A'
Cole7enest&Stone
BOLTON & MENK,INC.
200 SOUTH TRYON STREET, SUITE 1400
CHARLOTTE, NORTH CAROLINA 28202
Phone: [phone]
Email: [e-mail]
www.bolton-menk.com
Haze
HAZEN AND SAWYER
9101 SOUTHERN PINE BOULEVARD
CHARLOTTE, NORTH CAROLINA 28273
MECK CO. PARK
AND RECREATION
5841 BROOKSHIRE BLVD
CHARLOTTE, NC 28216
WALKER BRANCH
& HOOVER CREEK
GREENWAY
CHARLOTTE, NC
DETAILS -
STABILIZATION
Project No.
4731.00
Issued
08/03/2023
BID DOCUMENTS
FOR BID PURPOSES ONLY
Revised
�N CA df
EA 9�
2
�yFN R . SPA
C=602
The drawings, the project manual and the
design shown theron are instruments of
ColeJenest & Stone, P.A.. The reproduction
or unauthorized use of the documents
without consent of ColeJenest & Stone, P.A.
is prohibited.
RIP -RAP AND STREAMBED MATERIAL DETAIL
TOE PROTECTION DETAIL
NTS I NTS
ColeJenest & Stone, P.A. 2022

<00
600 I
�7= 7=4
PLANTING ZONE 1,
SEE PLANTING SCHEDULE DWG C-604
595_—
PLANTING ZONE 2,
SEE PLANTING SCHEDULE DWG C-604
1
1
1
I
1
a
PLANTING ZONE 1,
SEE PLANTING SCHEDULE DWG C-604
y '4V A
' 0
I
i••
SCALE: 1"=20'
v PLANTING ZONE 2,
SEE PLANTING SCHEDULE DWG C-604 I /
PLAN -L1- RIFFLE
SCALE: 1"=5'
ji
O
36"SY
PLANTING ZONE 1,
SEE PLANTING SCHEDULE DWG C-604
(707
v / i
\\ L 4
\
CR-3, CONSTRUCTED RIFFLE, TYP
/
p°
SEE DETAIL ON C-602 /
SEE PLANTING SCHEDULE DWG C-604
CR-2, CONSTRUCTED RIFFLE, TYP
SEE DETAIL ON C-602
l 18 "HB
/
/
/
PLAN -L2- WALKER CASCADE
SCALE: 1"=5'
---------- ---
�"�-000%-O�q-l�\��
v \
C-1, ROCK CASCADE, TYP
SEE DETAIL ON C-602
PLANTING ZONE 4, 5g0
go PLANTING
\� �\ —ss SEE PLANTING SCHEDULE DWG C-604
WALKER BRANCH
GREENWAY
"� • HUNTINGTON 1
�. MEADOW LANE
Y
W0
wz
w
'\ ' �/�.01
u
�
\�
/ 7►/ BwAIKE
r��^�/ `/� RANCH DR HOOVER
\ `I a \ CREEK
A
/\' ` GREENWAY
00\VICINITY MAP N•T•s(@
SURVEY DISCLAIMER
ALTA/NSPS LAND TITLE SURVEY ISSUED JANUARY 5, 2021
PROVIDED BY JAMES MAUNEY & ASSOCIATES, P.A. 6405
WILKINSON BLVD., BELMONT, NC 28012 [phone]
FEMA SOURCE
FEMA INFORMATION PROVIDED BY FEMA PANELS 3710440900K
& 3710450000K ISSUED SEPTEMBER 2, 2015.
NOTES:
1. SEE CLDS DETAIL 40.0513 FOR INDIVIDUAL SMALL
SHRUB/TREE PLANTING, DWG C-605.
N
\
—� LOp — \
LOD
LOD
680
8
575 \ �/
Y /
-585-- _ _ �� i�_� 580 575--
--_
— —585 = 5 575 — ----- -- --
580
%!575' �-- Lam— �i/i i/��-- = 580—
%—
�/ — --__ -- _��//------ PLANTING ZONE 1,
5
/ — 75 — i/i/ SEE PLANTING SCHEDULE DWG C-604
- 7��J--
PLAN - BANKFULL BENCH
SCALE. 1 =20
I �
r
1. CONTRACTOR IS FULLY RESPONSIBLE FOR CONTACTING APPROPRIATE
PARTIES AND ENSURING THAT ALL EXISTING UTILITIES ARE LOCATED
PRIOR TO CONSTRUCTION.
2. CONTRACTOR IS RESPONSIBLE FOR PLACING BARRICADES, USING FLAG
MEN, ETC., AS NECESSARY TO ENSURE THE SAFETY OF THE PUBLIC.
3. ALL PAVEMENT CUTS, CONCRETE OR ASPHALT, ARE TO BE REPLACED
ACCORDING TO THE STANDARDS OF THE NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION, OR LOCAL JURISDICTION,
WHICHEVER IS MORE STRINGENT.
4. SHORING SHALL BE IN ACCORDANCE WITH OSHA TRENCHING
STANDARDS, 29 CFR, PART 1926, SUBPART P, OR AS AMENDED.
Cole7enest&Stone
BOLTON & MENK,INC.
200 SOUTH TRYON STREET, SUITE 1400
CHARLOTTE, NORTH CAROLINA 28202
Phone: [phone]
Email: [e-mail]
www.bolton-menk.com
Hazen
HAZEN AND SAWYER
9101 SOUTHERN PINE BOULEVARD
CHARLOTTE, NORTH CAROLINA 28273
MECK CO. PARK
AND RECREATION
5841 BROOKSHIRE BLVD
CHARLOTTE, NC 28216
WALKER BRANCH
& HOOVER CREEK
GREENWAY
CHARLOTTE, NC
LANDSCAPE PLAN -
STREAM
Project No.
4731.00
Issued
08/03/2023
BID DOCUMENTS
FOR BID PURPOSES ONLY
Revised
�6
E A 9�
�yFN R . SPA
SCALE: 1 "=10'
0 5' 10' 20'
C=603
The drawings, the project manual and the
design shown theron are instruments of
ColeJenest & Stone, P.A.. The reproduction
or unauthorized use of the documents
without consent of ColeJenest & Stone, P.A.
is prohibited.
ColeJenest & Stone, P.A. 2022

PLANTING ZONE 2,
SEE PLANTING SCHE
/
FA
PLANTING ZONE 2,
SEE PLANTING SCHEDULE DWG C-604
---600—
PLANTING ZONE 2,
SEE PLANTING SCHEDULE DWG C-604
o
I. J
I �
v
p
I �
v e
o I 0
I J
v
v
o p I
I
v J
I �
I p I
PLAN -Y4- LOW WATER CROSSING
SCALE: 1"=5'
PLAN -L2- LOW WATER CROSSING
PLANTING ZONE 2,
SEE PLANTING SCHEDULE DWG C-604
_0+50
PLANTING ZONE 2,
SEE PLANTING SCHEDULE DWG C-604
SCALE: 1"=5'
ZONE 1: LOWER STREAM BANKS AND BENCHES
PERCENT OF
STRATUM
SIZE/TYPE
BOTANICAL NAME
COMMON NAME
SPACING/RATE
PLANTED AREA
QUANTITY
PLANTING NOTES
STRATUM
SPECIALTY SEED SHALL BE ERNMX-307 NC PIEDMONT
SPECIALTY SEED AND TEMPORARY SEED SHALL
RIPARIAN MIX AVAILABLE FROM ERNST
BE APPLIED IN SEPARATE APPLICATIONS. REFER
HERB
SPECIALTY SEED
CONSERVATION SEEDS, INC IN MEADEVILLE, PA OR
100%
20 LBS/ACRE
1.52 LBS
TO THE TECHNICAL SPECIFICATIONS FOR
APPROVED EQUAL.
TEMPORARY SEEDING REQUIREMENTS.
3,320 SF
(0.076 AC)
CORNUS AMOMUM
SILKY DOGWOOD
40%
193
PLANT IN NATURALISTIC GROUPS OF 3 OR 4 OF
LIVE STAKE OR
3 FT
THE SAME SPECIES. SEE LIVE STAKE DETAILS
SHRUB
TUBELING
SAMBUCUS CANADENSIS
ELDERBERRY
30%
ON CENTER
145
FOR PLACEMENT AND SPACING. DO NOT PLANT
ISALIX SERICIEA
SILKY WILLOW
30%
145 —I
UNDER BRIDGES
ZONE 2: UPPER STREAM BANKS AND OVERBANK AREAS
STRATUM
SIZE/TYPE
BOTANICAL NAME
COMMON NAME
PERCENT OF
STRATUM
SPACING/RATE
PLANTED AREA
QUANTITY
PLANTING NOTES
SPECIALTY SEED SHALL BE ERNMX-307 NC PIEDMONT
SPECIALTY SEED AND TEMPORARY SEED SHALL
HERB
SPECIALTY SEED
RIPARIAN MIX AVAILABLE FROM ERNST
CONSERVATION SEEDS, INC IN MEADEVILLE, PA OR
100%
20 LBS/ACRE
8.77 LBS
BE APPLIED IN SEPARATE APPLICATIONS. REFER
TO THE TECHNICAL SPECIFICATIONS FOR
APPROVED EQUAL.
TEMPORARY SEEDING REQUIREMENTS.
CORNUS AMOMUM
SILKY DOGWOOD
30%
93
PLANT IN NATURALISTIC GROUPS OF 3 OR 4 OF
SHRUB
#3 CONTAINER
10 FT
ON CENTER
THE SAME SPECIES. DO NOT PLANT WITHIN 8
FEET OF PAVEMENT, BOARDWALK OR BRIDGE
LINDERA BENZOIN
SPICEBUSH
°
40 /o
124
SAMBUCUS CANADENSIS
ELDERBERRY
30%
93
19,100 SF
(0.44 AC)
ABUTMENTS.
CELTIS LAEVIGATA
HACKBERRY
20%
62
JUGLANS NIGRA
BLACK WALNUT
10%
31
PLANTANUS OCCIDENTALIS
SYCAMORE
20%
62
TREE
#1 CONTAINER
10 FT
ON CENTER
DO NOT PLANT WITHIN 10 FEET OF PAVEMENT,
BOARDWALK OR BRIDGE ABUTMENTS.
QUERCUS BICOLOR
SWAMP WHITE OAK
20%
62
QUERCUS PHELLOS
WILLOW OAK
20%
62
ULMUS RUBRA
SLIPPERY ELM
10%
31
ZONE 3: WETLAND AREAS TEMPORARILY DISTURBED DURING CONSTRUCTION
STRATUM
SIZE/TYPE
BOTANICAL NAME
COMMON NAME
PERCENT OF
STRATUM
SPACING/RATE
PLANTED AREA
QUANTITY
PLANTING NOTES
HERB
SPECIALTY SEED
SPECIALTY SEED SHALL BE ERNMX-308 NC PIEDMONT
FACW MIX AVAILABLE FROM ERNST CONSERVATION
SEEDS, INC IN MEADEVILLE, PA OR APPROVED EQUAL.
100%
35 LBS/ACRE
1.78 LBS
SPECIALTY SEED AND TEMPORARY SEED SHALL
BE APPLIED IN SEPARATE APPLICATIONS. REFER
TO THE TECHNICAL SPECIFICATIONS FOR
TEMPORARY SEEDING REQUIREMENTS.
CORNUS AMOMUM
SILKY DOGWOOD
34%
9
PLANT IN NATURALISTIC GROUPS OF 3 OR 4 OF
SHRUB
#3 CONTAINER
10 FT
ON CENTER
THE SAME SPECIES. DO NOT PLANT WITHIN 8
FEET OF PAVEMENT, BOARDWALK OR BRIDGE
LINDERA BENZOIN
SPICEBUSH
33%
9
SAMBUCUS CANADENSIS
ELDERBERRY
33%
9
2,213 SF
(0.051 AC)
ABUTMENTS.
ACER RUBRUM
RED MAPLE
25%
7
CELTIS LAEVIGATA
HACKBERRY
25%
7
TREE
#1 CONTAINER
10 FT
ON CENTER
DO NOT PLANT WITHIN 10 FEET OF PAVEMENT,
BOARDWALK OR BRIDGE ABUTMENTS.
PLATANUS OCCIDENTALIS
SYCAMORE
25%
7
ULMUS RUBRA
ISLIPPERY ELM
1 25%
7
ZONE 4: LOWER STREAM BANKS AND BENCHES
PERCENT OF
STRATUM
SIZE/TYPE
BOTANICAL NAME
COMMON NAME
SPACING/RATE
PLANTED AREA
QUANTITY
PLANTING NOTES
STRATUM
SPECIALTY SEED SHALL BE ERNMX-307 NC PIEDMONT
SPECIALTY SEED AND TEMPORARY SEED SHALL
RIPARIAN MIX AVAILABLE FROM ERNST
6,900 SF
BE APPLIED IN SEPARATE APPLICATIONS. REFER
HERB
SPECIALTY SEED
100%
20 LBS/ACRE
3.17 LBS
CONSERVATION SEEDS, INC IN MEADEVILLE, PA OR
(0.158 AC)
TO THE TECHNICAL SPECIFICATIONS FOR
APPROVED EQUAL.
TEMPORARY SEEDING REQUIREMENTS.
PLANTING SCHEDULE
WALKER BRANCH
GREENWAY
HUNTINGTON
MEADOW LANE
Y
W o
W U
W z
W
c
''"DR HOOVER
CREEK
GREENWAY
VICINITY MAP N.T.S(D
SURVEY DISCLAIMER
ALTA/NSPS LAND TITLE SURVEY ISSUED JANUARY 5, 2021
PROVIDED BY JAMES MAUNEY & ASSOCIATES, P.A. 6405
WILKINSON BLVD., BELMONT, NC 28012 [phone]
FEMA SOURCE
FEMA INFORMATION PROVIDED BY FEMA PANELS 371044090OR
& 3710450000K ISSUED SEPTEMBER 2, 2015.
NOTES:
1. SEE CLDS DETAIL 40.05B FOR INDIVIDUAL SMALL
SHRUB/TREE PLANTING, DWG C-605.
2. CROSSING OF MINOR TRIBUTARY MUST BE DONE
USING MATS. NO DISTURBANCE TO THE MINOR
TRIBUTARY IS PERMITTED.
I �
CEMt
1. CONTRACTOR IS FULLY RESPONSIBLE FOR CONTACTING APPROPRIATE
PARTIES AND ENSURING THAT ALL EXISTING UTILITIES ARE LOCATED
PRIOR TO CONSTRUCTION.
2. CONTRACTOR IS RESPONSIBLE FOR PLACING BARRICADES, USING FLAG
MEN, ETC., AS NECESSARY TO ENSURE THE SAFETY OF THE PUBLIC.
3. ALL PAVEMENT CUTS, CONCRETE OR ASPHALT, ARE TO BE REPLACED
ACCORDING TO THE STANDARDS OF THE NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION, OR LOCAL JURISDICTION,
WHICHEVER IS MORE STRINGENT.
Cole7enest&Stone
BOLTON & MENK,INC.
200 SOUTH TRYON STREET, SUITE 1400
CHARLOTTE, NORTH CAROLINA 28202
Phone: [phone]
Email: [e-mail]
www.bolton-menk.com
Hazen
HAZEN AND SAWYER
9101 SOUTHERN PINE BOULEVARD
CHARLOTTE, NORTH CAROLINA 28273
MECK CO. PARK
AND RECREATION
5841 BROOKSHIRE BLVD
CHARLOTTE, NC 28216
WALKER BRANCH
& HOOVER CREEK
GREENWAY
CHARLOTTE, NC
LANDSCAPE PLAN -
STREAM
Project No.
4731.00
Issued
08/03/2023
BID DOCUMENTS
FOR BID PURPOSES ONLY
Revised
,`N C A
EA 9�
2
�yFN R . SPA
SCALE: 1 "=10'
0 5' 10' 20'
C=604
The drawings, the project manual and the
design shown theron are instruments of
ColeJenest & Stone, P.A.. The reproduction
or unauthorized use of the documents
without consent of ColeJenest & Stone, P.A.
is prohibited.
4. SHORING SHALL BE IN ACCORDANCE WITH OSHA TRENCHING
STANDARDS, 29 CFR, PART 1926, SUBPART P. OR AS AMENDED.
ColeJenest & Stone, P.A. 2022

TOP OF SLOPE a
•
V 1 FT
TOE OF SLOPE A
LIVESTAKES SPACED 3FT O.C.
(TRIANGULAR SPACING)
3 FT
FLOW
_00-
PROFILE VIEW
•
3 FT
0
TRIM EXPOSED LIVESTAKE SUCH THAT 3 - 4 INCHES OF
STAKE LENGTH AND TWO BUDS REMAIN ABOVE SURFACE
SECTION A -A
COIR MAT AND 6 IN TOPSOIL
45' CUT
LIVE STAKES 0.75 IN - 1.5 IN
DIA X 2 FT - 3 FT LENGTH
3/4 LENGTH
LIVESTAKE DETAIL NOTES:
1. ACCEPTABLE SPECIES: CORNUS AMOMUM (SILKY DOGWOOD), CEPHALANTHUS OCCIDENTALIS (BUTTONBUSH), SALIX SERICEA
(SILKY WILLOW), SAMBUCUS CANADENSIS (ELDERBERRY) UNLESS SPECIFIED OTHERWISE ON PLANTING PLANS.
2. STAKES TO BE 0.75 - 1.5 INCHES IN DIAMETER AND 2 - 3 FEET LONG.
3. SOAK LIVESTAKES FROM ARRIVAL ONSITE TO IMMEDIATELY BEFORE INSTALLATION AND RECUT BOTTOM ENDS AT 45° ANGLES
PRIOR TO INSTALLATION.
4. INSTALL FIRST ROW OF STAKES WITHIN THE FIRST 12 INCHES ABOVE THE BASEFLOW WATER LEVEL. SPACE STAKES AT 3 FEET
ON CENTER AND STAGGER SUBSEQUENT ROWS IN A TRIANGULAR PATTERN. REFER TO PLANTING PLAN FOR NUMBER OF
LIVESTAKE ROWS AND PLANTING AREA EXTENT.
5. USE A DEAD -BLOW HAMMER AND REBAR OR OTHER METHOD APPROVED BY ENGINEER TO CREATE PILOT HOLES
PERPENDICULAR TO THE BANK.
6. INSTALL LIVESTAKES UPRIGHT WITH LEAF BUDS FACING UPWARD AND STAKES PERPENDICULAR TO THE GROUND.
7. HAND PUSH OR GENTLY HAMMER LIVESTAKE 3/4 OF THE ITS LENGTH INTO THE PILOT HOLES KEEPING TWO LEAF BUDS VISIBLE
ABOVE THE SURFACE.
8. TRIM ANY LIVESTAKE TIPS DAMAGED BY INSTALLATION SUCH THAT 3 - 4 INCHES OF LENGTH AND TWO LEAF BUDS REMAIN
ABOVE THE SURFACE.
LIVESTAKE DETAIL
NTS
UPSTREAM FABRIC OVERLAPS
DOWNSTREAM FABRIC 1'
3.0'
SEE KEY
TOP OF
(SEE OVERLAP DETAIL)
TRENCH DETAIL
TOP OF BANK
0 if
0
u
1 0
ALL
FABRIC
STA
ES
MAXIMUM
FORMS
WILT
THROUGH
BE LAPPED
BOTI
I FABRIC
IN AN
STAKES
LAY
RS
UP
THROUGH
BOTTOM
z
FABRIC
'�
g
FLOW
STAKES ON
3' CENTERS,
TYP OVERLAP SECTION D-D
z
00
FLOW TOE OF SAW A 2 X 4 DIAGONALLY TO
LAYER PRODUCE 2 DEAD STOUT
S E SLOPE
c c STAKES.
TRANSITION PLAN VIEW FOLDING FABRIC AT BENDS
TRENCH TYPIC AI nFTAII
DETAIL TOlf OF SLOE
DOWNSTREAM FABRIC
FLOW UPSTREAM FABRIC -FILL KEY TRENCH WITH TOPSOIL AND COMPACT
PLAN VIEW
PLACE 6-INCHES OF
_TOPSOIL AND SEED
EDGE OF FABRIC ,�` BEFORE PLACING COIR
4-INCHES MIN. I, MAT
FROM WOODEN
STAKE
GENERAL NOTES KEY TRENCH DETAIL
1. COIR MAT ROLLED EROSION CONTROL PRODUCT (RECP) SHALL BE ROLANKA
BIO D70 OR APPROVED EQUAL, ABLE TO WITHSTAND 12 FPS WATER
VELOCITES AND 4.5 PSF SHEAR STRESS.
2. PREPARE SOIL BEFORE INSTALLING RECP, INCLUDING ANY NECESSARY
APPLICATION OF LIME, FERTILIZER AND SEED.
3. BEGIN AT TOP OF THE SLOPE BY ANCHORING RECP'S IN A 1' DEEP BY 6" WIDE
TRENCH WITH APPROXIMATELY 12" EXTENDED BEYOND THE UPSLOPE PORTION
OF THE TRENCH. ANCHOR THE RECP WITH A ROW OF STAKES APPROXIMATELY
T APART IN BOTTOM OF THE TRENCH. BACKFILL AND COMPACT THE TRENCH.
APPLY SEED TO COMPACTED SOIL AND FOLD REMAINING 12" PORTION OF
RECP BACK OVER SEED AND COMPACTED SOIL. SECURE RECP OVER
COMPACTED SOIL WITH A ROW OF STAKES SPACED APPROXIMATELY 12"
APART ACROSS THE WIDTH OF THE RECP. THE EDGES OF RECP'S MUST BE
OVERLAPPED A MINIMUM OF 1'.
STAKE FABRIC TO
BOTTOM OF
TRANSITION TRENCH,
1 STAKE PER 3 L.F.
WOODEN STAKE
EDGE OF FABRIC
4-INCHES MIN.
FROM WOODEN
STAKE
STAKE
TOE SLOPE PROTECTION
UPSTREAM FABRIC TO BE PROVIDED AS
UPSTREAM
FABRIC LAYER
OVERLAPS IDENTIFIED ON DETAIL.
DOWNSTREAM
LAPS OVER
TOP
FABRIC 1' DOWNSTREAM
FABRIC LAYER LAPS
UNDER
STAKE
FLOW
THROUGH
BOTTOM
STAKE THROUGH BOTH
FABRIC LAYER
FABRIC LAYERS
FABRIC OVERLAP SECTION C-C
WRAP
N COIR
FABRIC
TRANSITION TRENCH DETAIL
COIR MAT DETAIL
NTS
TOP OF SLOPE
BASEFLOW �T
TOE OF SLOPE
TUBELING DETAIL NOTES:
TUBELINGS SPACED 3FT O.C.
(TRIANGULAR SPACING)
3 FT
FLOW
PROFILE VIEW
•
3 FT
17
SECTION B-B
"T "Y" IN MAT TO INSTALL TUBELINGS
0 BE NO LARGER THAN TUBELING
%INER DIA.
OAT AND 6-IN TOPSOIL
_ING
1. ACCEPTABLE SPECIES: CORNUS AMOMUM (SILKY DOGWOOD), CEPHALANTHUS OCCIDENTALIS (BUTTONBUSH), SALIX SERICEA (SILKY WILLOW), SAMBUCUS
CANADENSIS (ELDERBERRY) UNLESS SPECIFIED OTHERWISE ON PLANTING PLANS.
2. TUBELINGS TO BE MIN 3/16-INCH CALIPER WITH MIN 4-INCH ROOT DEPTH AND MIN 3-INCH PLANT HEIGHT.
ALL T BELINGS SHALL COMPLY WITH THE RECOMMENDATIONS AND RE IREMENTS OF ANSI Z 1 "AMERICAN STANDARD FOR N RSERY STOCK "
WALKER BRANCH
GREENWAY
HUNTINGTON
MEADOW LANE
W o
W U
W z
W
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f.
NO �
vm
VVALK
BRANCH
RAN HEAR.
HOOVER
CREEK
GREENWAY
VICINITY MAP N.T.S@
SURVEY DISCLAIMER
ALTA/NSPS LAND TITLE SURVEY ISSUED JANUARY 5, 2021
PROVIDED BY JAMES MAUNEY & ASSOCIATES, P.A. 6405
WILKINSON BLVD., BELMONT, NC 28012 [phone]
MA SOURCE
FMA INFORMATION PROVIDED BY FEMA PANELS 3710440900K
ac3710450000K ISSUED SEPTEMBER 2, 2015.
3. U QU 60. U .
4. INSTALL FIRST ROW OF TUBELINGS WITHIN THE FIRST 12 INCHES ABOVE THE BASEFLOW WATER LEVEL. SPACE TUBELINGS AT 3 FEET ON CENTER AND
STAGGER SUBSEQUENT ROWS IN A TRIANGULAR PATTERN. REFER TO PLANTING PLAN FOR NUMBER OF TUBELING ROWS AND PLANTING AREA EXTENT.
5. TUBELINGS INSTALLED THROUGH COIR MAT OR OTHER MATTING WILL REQUIRE CUTTING THE MAT. THIS CUT SHOULD BE AS SMALL AS POSSIBLE (NO
LARGER THAN THE CONTAINER DIAMETER). CUT A MAX 8-INCH DIA. "X" IN THE COIR MAT AND FOLD BACK FLAPS TO INSTALL TUBELING.
6. HAND AUGER A HOLE SLIGHTLY LARGER THAN TUBELING CONTAINER (MAX WIDTH EQUAL TO TWO TIMES TUBELING CONTAINER WIDTH). PLANT THE
ROOTBALL IN THE PREPARED PLANT PIT 0.5 TO 1-INCH DEEPER THAN IT WAS PLANTED IN CONTAINER.
7. GENTLY PACK SOIL AND COMPOST IN VOID SPACE AROUND THE BASE OF TUBELING SO THAT NO AIR POCKETS REMAIN AFTER INSTALLATION.
8. ONCE TUBELING IS PLACED AND SECURED WITH SOIL AND COMPOST, FOLD FLAPS BACK TO ORIGINAL MAT LOCATION AND SECURE FLAPS WITH DEAD STAKE,
COIR TWINE OR OTHER METHOD APPROVED BY THE ENGINEER.
9. WATER TUBELING IMMEDIATELY OR WITHIN 6 HOURS OF PLANTING. WATER THE SOIL AROUND EACH TUBELING WITH 0.5 GALLON PER PLANT.
TUBELING DETAIL
NTS
NOTES: M
1. SCARIFY ROOT MASS OF
CONTAINERIZED PLANT MATERIAL
2. INSTALL CONTAINERIZED PLANTS AT OPP&M MUM
FINSHED GRADE
3. TAMP PLANTING MIX FIRMLY
AS PIT IS FILLED AROUND
EACH PLANT BALL.
4. OMIT COLLAR AROUND EACH SHRUB
WHEN IRRIGATION SYSTEM IS PRESENT.
5. SOAK EACH PLANT BALL AND
PIT IMMEDIATELY AFTER
INSTALLATION.
• CITY of CHARLOTTE INDIVIDUAL
LAND DEVELOPMENT STANDARDS
CIIARMTTE- n�cwnBs �rJ SMALL SHRUB/TREE PLANTING140.051319
I �
1. CONTRACTOR IS FULLY RESPONSIBLE FOR CONTACTING APPROPRIATE
PARTIES AND ENSURING THAT ALL EXISTING UTILITIES ARE LOCATED
PRIOR TO CONSTRUCTION.
2. CONTRACTOR IS RESPONSIBLE FOR PLACING BARRICADES, USING FLAG
MEN, ETC., AS NECESSARY TO ENSURE THE SAFETY OF THE PUBLIC.
3. ALL PAVEMENT CUTS, CONCRETE OR ASPHALT, ARE TO BE REPLACED
ACCORDING TO THE STANDARDS OF THE NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION, OR LOCAL JURISDICTION,
WHICHEVER IS MORE STRINGENT.
4. SHORING SHALL BE IN ACCORDANCE WITH OSHA TRENCHING
STANDARDS, 29 CFR, PART 1926, SUBPART P, OR AS AMENDED.
Cole7enest&Stone
BOLTON & MENK,INC.
200 SOUTH TRYON STREET, SUITE 1400
CHARLOTTE, NORTH CAROLINA 28202
Phone: [phone]
Email: [e-mail]
www.bolton-menk.com
Hazen
HAZEN AND SAWYER
9101 SOUTHERN PINE BOULEVARD
CHARLOTTE, NORTH CAROLINA 28273
MECK CO. PARK
AND RECREATION
5841 BROOKSHIRE BLVD
CHARLOTTE, NC 28216
WALKER BRANCH
& HOOVER CREEK
GREENWAY
CHARLOTTE, NC
DETAILS
LANDSCAPE
Project No.
4731.00
Issued
08/03/2023
BID DOCUMENTS
FOR BID PURPOSES ONLY
Revised
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EA 9�
2
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C=605
The drawings, the project manual and the
design shown theron are instruments of
ColeJenest & Stone, P.A.. The reproduction
or unauthorized use of the documents
without consent of ColeJenest & Stone, P.A.
is prohibited.
ColeJenest & Stone, P.A. 2022