20090136 Ver 10_07b_DunnCreekPh3_wet_PermitDrawings_20230825

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PROJECT m
I a
Ridge Rd Wildflower
Downtown
Wake Forest
1A
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98
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BUS
98
BUS
Wait
98
98 AVe
BEGIN
PROJECT
VICINITY MAP
NTS
SURVEYS PROVIDED BY:
VANESSE HANGEN BRUSTLIN, INC. (VHB)
SUE LEVEL "B" BY:
GEL ENGINEERING OF NC, INC.
GEOTECHNICAL INVESTIGATIONS BY:
FALCON ENGINEERING, INC.
ENGINEER:
KIMLEY-HORN AND ASSOCIATES, INC.
DUNN
CREEK GREENWAY
PHASE III
GREENWAY FROM NORTHERN TERMINUS OF DUNN CREEK GREENWAY PHASE II
(EL-5100AE) TO NORTH OF WILDFLOWER RIDGE ROAD WITH A SPUR TRAIL TO
AILEY YOUNG PARK AND SEVENTH STREET. MULTI -USE PATH ALONG WAIT AVENUE
(HWY 98 BUSINESS) FROM GREENWAY TO TRADITIONS GRANDE BOULEVARD.
WETLAND AND STREAMS PERMIT PACKAGE
SUMMARY TABLE
SITE NUMBER
SURFACE WATER IMPACTS
WETLAND IMPACTS
TEMPORARY (LF)
PERMANENT (LF)
IMPACTTYPE
TEMPORARY (AC)
PERMANENT FILL(AC)
PERMANENT CUT(AC)
1
0
65.48
stabilization
0
0
0
1
0
7.37
culvert
0
0
0
1
59.11
0
temporary stream crossing
0
0
0
2
0
88.74
stabilization
0
0
0
3
0
58.04
stabilization
0
0
0
3
0
10.13
culvert
0
0
0
3
8.96
0
temporary stream crossing
0
0
0
4
0
39.96
stabilization
0
0
0
4
0
29.22
culvert
0
0
0
4
9.05
0
temporary stream crossing
0
0
0
5
0
55.62
stabilization
0
0
0
5
0
24.91
culvert
0
0
0
5
5.85
0
temporary stream crossing
0
0
0
6
16.94
45.96
stabilization
0
0
0
6
0
31.51
culvert
0
0
0
7
0
0
stabilization
0
0
0
8
6.55
0
stabilization
0
0
0
9
12.43
50.97
culvert
0
0
0
TOTAL
118.89
507.91
1
0.00
0.00
0.00
PROJECT REFERENCE NO.
SHEET NO.
DUNN CREEK GREENWAY ///
l
TOWN of
WAKE FOREST
SITE 2 I Q
z
1
TED TO PROVIDE FOR
U I ILILA I IUIV b y ALL UUIVJ I KUC, I IUN VEHICLES.
2. MUST BE MAINTAINED IN A CONDITION WHICH WILL
PREVENT TRACKING OR DIRECT FLOW OF MUD INTO
WETLAND.
3. MUD MAT(S) SHALL BE UTILIZED IN WETLAND AREAS TO
LIMIT IMPACTS FOR BRIDGE CONSTRUCTION. FREQUENT
CHECKS OF THE DEVICE AND TIMELY MAINTENANCE MUST
BE PROVIDED BY THE CONTRACTOR.
GRAPHIC SCALE
1 1 41
PLANS
PROFILE (HORIZONTAL)
1
PROFILE (VERTICAL)
PERMIT DRAWING
SHEET 1 OF 14
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED

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DETAIL 1
SPECIAL LATERAL 'V' DITCH
( Not to Scale)
Fill
o p
Natural �,'� Slope
Ground ?' j D
d
Min. D = 1 Ft.
Type of Liner= PSRM Max. d = 2 Ft.
FROM
STA. 34 + 50
TO
STA. 34 + 75
-L3-
RT
FROM
STA. 34 + 75
TO
STA. 35 + 50
-L3-
RT
FROM
STA. 11 + 00
TO
STA. 12 + 50
-L4-
LT
DETAIL 5 a
FALSE SUMP
( Not to Scale)
O M
20.1 � 2.0'�
- - S — Letc.
S = Ditch Slope Proposed Ditch
Pipe or Ditch
Outlet
A?
L
Square Prefoi
Scour Hole (F
(Rip Rap in basin
not shown for clari
INFLOW
AT STA. 20 + 50
AT STA. 2 2 + 75
D ETAI L 9
PREFORMED SCOUR HOLE
*NOT TO SCALE
DI AAI \/IC\A/
SECTION A -A
PIPE (d = 15" OR 18")
D
PSRM
y
LINER: CLASS 8 RIPRAP
WITH GEOTEXTILE
MIN. 1' TUCK
STA. 10 + 83 -Y1- LT
DETAIL 2
TOE PROTECTION
( Not to Scale)
Natural`L1S�o
Ground �e
�d
d = 2 Ft.
b = 2 Ft.
Type of Liner= PSRM
FROM
STA. 10 + 00
TO
STA. 10 + 50
-Ll-
LT
FROM
STA. 17 + 20
TO
STA. 19 + 00
-Ll-
RT
FROM
STA. 24 + 50
TO
STA. 25 + 00
-Ll-
RT
FROM
STA. 18 + 25
TO
STA. 18 + 64
-L2-
RT
FROM
STA. 20 + 70
TO
STA. 21 + 03
-L3-
RT
FROM
STA. 23 + 13
TO
STA. 23 + 82
-L4-
LT
FROM
STA. 23 + 05
TO
STA. 23 + 93
-L3-
LT
D ETAI L 6
SPECIAL LATERAL BASE DITCH
( Not to Scale)
Natural 1 0' Fill
Ground ? j Slope
d jj�
Fla
Geotextile
Min. D= 1 Ft.
Max. d = 2 Ft.
B = 2 Ft.
Type of Liner= CLASS B Rip -Rap
INSTALL LEVEL AND FLUSH
WITH NATURAL GROUND
J
B= 4
D= 2
W= 4
308
FROM STA. 14 + 00 TO STA. 16 + 00 -L4- LT
D ETAI L 10
RIP RAP AT EMBANKMENT
( Not to Scale)
10'miIn.
Ditch 1,01min• 21
Grade
GEOTEXTILE
Type of Liner= 60 TONS,CL 1 & 2 Rip -Rap Mix
Geotextile = 70 SY
FROM STA. 34 + 32 TO STA. 35 + 10 -L4- RT
D ETAI L 3
SPECIAL LATERAL Y DITCH
( Not to Scale)
Natural �N het Fill
Ground ?. j D F�0" Slope
Min. D = 1 Ft.
FROM
STA. 15 + 00
TO
STA. 17 + 00
-Ll-
RT
FROM
STA. 11 + 50
TO
STA. 11 + 86
-L2-
RT
FROM
STA. 11 + 91
TO
STA. 13 + 00
-L2-
RT
FROM
STA. 17 + 50
TO
STA. 18 + 25
-L2-
RT
FROM
STA. 18 + 75
TO
STA. 19 + 50
-L2-
RT
FROM
STA. 33 + 50
TO
STA. 34 + 22
-L2-
LT
FROM
STA. 13 + 50
TO
STA. 14 + 40
-Yl-
LT
DETAIL 7
STANDARD BASE DITCH
( Not to Scale)
Natural Natural
Ground 2 j Ground
d D
Geotextile g Min. D = 1 Ft.
Max. d = 2 Ft.
*When B is < 6.0' B = 2 Ft.
Type of Liner= CLASS B Rip -Rap
STA. 34 + 75 -L3- LT
STA. 41 + 50 -L3- LT
FROM STA. 16 + 00 TO STA. 22 + 65 -L4- LT
DETAIL 4
SPECIAL LATERAL 'V' DITCH
( Not to Scale)
Fill
10 Slope
Natural
Ground ?'j TDd
Geotextile J Min. D = 1 Ft.
Type of Liner= CLASS B Rip -Rap Max. d = 2 Ft.
FROM
STA. 12 + 50
TO
STA. 13 + 10
-Ll-
RT
FROM
STA. 13 + 10
TO
STA. 13 + 75
-Ll-
RT
FROM
STA. 21 + 3 8
TO
STA. 2 2 + 75
-L3-
LT
FROM
STA. 24 + 00
TO
STA. 25 + 00
-L3-
RT
FROM
STA. 31 + 12
TO
STA. 32 + 50
-L3-
RT
STA. 34
+ 76
-L3- RT
FROM STA. 16 + 00 TO STA. 16 + 75.92 -Yl- LT
FROM
STA. 41 + 50
TO
STA. 41 + 72
-L3-
RT
FROM
STA. 12 + 50
TO
STA. 14 + 00
-L4-
LT
FROM
STA. 16 + 00
TO
STA. 16 + 75
-Yl-
LT
DETAIL 8
STANDARD BASE DITCH
( Not to Scale)
Natural Natural
Ground 2 j .L Ground
d D
Geotextile g Min. D = 1 Ft.
Max. d = 2 Ft.
*When B is < 6.0' B = 4 Ft.
Type of Liner= CLASS I Rip -Rap
FROM STA. 10 + 40 TO STA. 10 + 58 -L3- LT
PERMIT DRAWING
SHEET 2 OF 14
PREPARED IN THE OFFICE OFo �iiTPROJECTo
ll��o,,000/oTqii��'�
� ; �oa�pFESS/pN°oq
NC LICENSE #F-01 D2 a Q �� D U N N CREEK G R E E NWAY
421 FAYETTEVILLEST.,SUITE 600 DRAINAGE DETAILS _ SEAL _ NOT To sCAEE PHASE 3
REV. No.: REVISION° DATE° DRAWN BYe CHECKED BY: — RALEIGH, NORTH CAROLINA 27601 0
This document, together with the concepts and designs presented herein, as an instrument of services is Klmley�))Horn PHONE: [phone] oyUJUV
intended only for the specific purpose and client for which it was prepared. Reuse of and improper
reliance on this document without written authorization and adoption by Kimley-Horn and Associates, Inc. C 2023 '�
shall be without liability to Kimley-Horn and Associates, Inca ' �<'� ��Q �oB NUMBER° SHEET NUMBER°
Copyright Kimley-Horn and Associates, Inc., 2023 zz//jii Iw\� 0 113 1104 I DTL$

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PERMIT DRAWING
SHEET 3 OF 14
WMDENOTES
PERMANENT IMPACTS
IN SURFACE WATER
®DENOTES
TEMPORARY
IMPACTS IN SURFACE WATER
F 7FJ
DENOTES PERMANENT
FILL IN WETLAND
DENOTES PERMANENT CUT/
EXCAVATION IN WETLAND
V111717111
DENOTES TEMPORARY
IMPACT IN WETLAND
DENOTES LIMITS OF
DISTURBED AREA
STRII�AM
STREAM
DUNN CREEK
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PREPARED IN THE OFFICE OFo
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NC LICENSE #F_D1D2 G R E E NWAY = SEAL = PHASE 3
REV. No.: REvisioNe UaTEe DRAWN Bve CHECKED BY: lmley�))Horn
421 FAYETTEVILLEST., SUITE 600 =
RHONE: ,NORTH 2000 NA 27601 AND DRAINAGE PLANS O48986 CRT
This document, together with the concepts and designs presented herein, as an instrument of services is PHONE:[phone] �° � VLRI
intended only for the specific purpose and client for which it was prepared. Reuse of and improper 2 0 4
reliance on this document without written authorization and adoption by Kimley-Horn and Associates, Inc. C 2023
shall be without liability to Kimley-Horn and Associates, Inca<D�Q JOB NUMBER° SHEET NUMBER°
Copyright Kimley-Horn and Associates, Inc., 2023 111Mii W\� 01 131 104 1

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®DENOTES
PERMANENT IMPACTS
IN SURFACE WATER
®DENOTES
TEMPORARY
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F F
DENOTES PERMANENT
FILL IN WETLAND
DENOTES PERMANENT CUT/
EXCAVATION IN WETLAND
®DENOTES
TEMPORARY
IMPACT IN WETLAND
DENOTES LIMITS OF
DISTURBED AREA
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421 FAYETTEVILLEST., SUITE 600 =
RHONE: ,NORTH 2000 NA 27601 AND DRAINAGE PLANS 048986 CRT
This document, together with the concepts and designs presented herein, as an instrument of services is PHONE:[phone] �° � VLRI
intended only for the specific purpose and client for which it was prepared. Reuse of and improper 2 0 4
reliance on this document without written authorization and adoption by Kimley-Horn and Associates, Inc. C 2023
shall be without liability to Kimley-Horn and Associates, Inc.<'� ��Q JOB NUMBER° SHEET NUMBER°
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RALEIGH, NORTH CAROLINA 276D1 048986 � C
This document, together with the concepts and designs presented herein, as an instrument of services is Horn PHONE: [phone] VERT
intended only for the specific purpose and client for which it was prepared° Reuse of and improper 2 0 4
reliance on this document without written authorization and adoption by Kimley-Horn and Associates, Inc. C 2023
shall be without liability to Kimley-Horn and Associates, Inca<'� �JOB NUMBER° SHEET NUMBER°
Copyright Kimley-Horn and Associates, Inc., 2023 ����iiiii "1 ���� 113 1104 I 2

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//�DENOTES PERMANENT CUT/ AA\\
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AR SUITE 76 EROSION CONTROL PLAN _ pL
RALEIGH, NORTH CAROLINA 276D1 � 048986 � C T
This document, together with the concepts and designs presented herein, as an instrument of services is H or PHONE: [phone] VERI
intended only for the specific purpose and client for which it was prepared. Reuse of and improper 2 0 4
reliance on this document without written authorization aand adoption by Kimley-Horn and Associates, Inc. C 2023 '� ��
shall be without liability to Kimley-Horn and Associates, Inca<F77777 SHEET NUMBER°
Copyright Kimley-Horn and Associates, Inc., 2023 iii
113 1104 I 2

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1g/ EIM 1998. PG. 1730-1731
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\ TB�TB TB �TB Tg—
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100, yR
FLOOD
500 R FL 00D
PERMIT DRAWING
SHEET 7 OF 14
®DENOTES
PERMANENT IMPACTS
IN SURFACE WATER
DENOTES TEMPORARY
C,C�1LLLl�
IMPACTS IN SURFACE WATER
DENOTES PERMANENT
FILL IN WETLAND
DENOTES PERMANENT CUT/
EXCAVATION IN WETLAND
®DENOTES
TEMPORARY
IMPACT IN WETLAND
DENOTES LIMITS OF
DISTURBED AREA
STMH
RIM = 308.93'
INV. IN. (6'X2) = 304.03'
INV. IN. (24') = 304.23'
INV. OUT = 299.08'
E
BZ 2,
TB T6�
� INV = 295.27BT F
INV. OUT = 295.27'
lB ,
Tg�\TBJ
100-YR F
� L OOD
500-YR FLOOD
—
�Da �
STREAM 7
INSTALL TEMPORARY STREAM CROSSIN
Iv
2� .45
TW = 317.2
W = 314.58'
� RETAININ
= T
SI T I TW
S� & E _-
l F,
STALL TEMPORARY CONSTRUCTION ACCESS
ASPHALT
� r
BBM GPS °II
N = 811,413.5490
E = 2,150,382,7846
ELEV.= 317.5454'
■
0
r �
T Vy, „1i 317�3'
BO V
+/-INV =
299.06
T +/—INV =
295.60
'1
5'
T W = 313.5
PREPARED IN THE OFFICE OFo
HORIZ PRoJECTo
. 20 0 40 DUNN CREEK GREENWAY
NC LICENSE 2
REV. No.: REvisioNe UaTEe DRAWN Bve CHECKED BY: 421 VILLE SUITE
Klmley�))Horn PHASE 3
RALEIGH, NORTH CAROLINA 27601 EROSION CONTROL PLAN This document, together with the concepts and designs presented herein, as an instrument of services is PHONE: [phone] VERCpT
intended only for the specific purpose and client for which it was prepared. Reuse of and improper 2 0 4
reliance on this document without written authorization and adoption by Kimley-Horn and Associates, Inc. ©2023
shall be without liability to Kimley-Horn and Associates, Inc. JOB NUMBER° SHEET NUMBER°
Copyright Kimley-Horn and Associates, Inc., 2023 0 1 13 1 104 1 3

O
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041 a W
N
N
ti
N —
4.5' METAL FENCE �
LQ - 4.5' METAL FENCE
— — — — — \ / /
Cn
STMH
RIM = 30.&93'
LQ
.{3� _ IN C-ft (GrX2) = 3 3'-320—~320
�� -- '.la- �� A •� A ��3�I�i�� 3-
— — — — — INV OUT =-299.A$:
—�9" - —�
N = - -ts PVC F `per 3 — — — — —
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TB—
$� 1 — / DGNN�R I�TB- TB - TB
N •< — �BLS — — — � _ j� �� �ZB SANITARY SEXISTIKEWER EASEMENT — —
✓✓ 1i�`TJBM 1998. PG. i730-1731 —qV ,�' /
�T6 v — / — — �a I1NV 0� 295.i(�i��IF 1 �e — T—�C °
LQ — — TB�TB�TB TB
TB�
SOD TW =
STREAM 7
INSTALL TEMPORARY STREAM CROSSIN
F
(2'
PF
B r
i
Q 50D-YR Fy0D0 TW =
Zzi 100-yR FLOOD TW = 317,c:)-�
100, yR
FL 00D
500 R FL 00D
PERMIT DRAWING
SHEET 8 OF 14
®DENOTES
PERMANENT IMPACTS
IN SURFACE WATER
DENOTES TEMPORARY
�i
IMPACTS IN SURFACE WATER
DENOTES PERMANENT
FILL IN WETLAND
DENOTES PERMANENT CUT/
EXCAVATION IN WETLAND
®DENOTES
TEMPORARY
IMPACT IN WETLAND
DENOTES LIMITS OF
_
DISTURBED AREA
REV. No.: REVISION° DATE° DRAWN BYe CHECKED BY:
This document, together with the concepts and designs presented herein, as an instrument of services is
intended only for the specific purpose and client for which it was prepared. Reuse of and improper
reliance on this document without written authorization and adoption by Kimley-Horn and Associates, Inc.
shall be without liability to Kimley-Horn and Associates, Inc.
Copyright Kimley-Horn and Associates, Inc., 2023
PREPARED IN THE OFFICE OFo
im y >> Horn
NC LICENSE #F-0102
421 FAYETTEVILLE ST., SUITE 600
RALEIGH, NORTH CAROLINA 27601
PHONE: [phone]
©2023
500-YR FLOOD
O
STREAM
SIT 1IQ Trivy —z---
�
EROSION CONTROL PLAN
2� .45 /
TW = 3'
17.2
TW = 314,58,
Q
�i lI
K 1 � (wa
RETAININ L ,
�J W
TW = 307.
_jo
0
TW = 4.25'
STALL TEMPORARY CONSTRUCTION ACCESS
ASPHALT
0
r
T „� 317,
BO V
+/-INV =
299.06
. R
T +/-INV =
295.60
'1
T W = 313.5
PROJECTo
JOB NUMBER°
BEIM GPS #11
N = 811,413.5490
E = 2,150,382.7846
ELEV. = 317.54'
if
DUNN CREEK GREENWAY
PHASE 3
01 131 1041
SHEET NUMBER°
3

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0
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ti
PERMIT
DRAWING
SHEET
9 OF 14
®DENOTES
PERMANENT IMPACTS
IN SURFACE WATER
®DENOTES
TEMPORARY
IMPACTS IN SURFACE WATER
F F
DENOTES PERMANENT
FILL IN WETLAND
DENOTES PERMANENT CUT/
EXCAVATION IN WETLAND
®DENOTES
TEMPORARY
IMPACT IN WETLAND
DENOTES LIMITS OF
DISTURBED AREA
g1
STREAM 9 TB T
81
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1 TB � TB
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ST,q 35 fOp (SE
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00
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o MATCHLINE -L4- STA 23+TB80 �TB—�►F �` p1 /,
X (SEE SHEET 6) /
Te
(i�\ `T -C� TB �rB .�4TB F
/
F oo -'TB `fie`TB�J
F
16
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.
— — w
lREAM 10
�V pf� --PE -� — — — 2— �
PE — — — -- PE — — PE P
�V BZ(�X
Q INV = BZ 2
335.03 TE 8
S P�N�N��
S 1 �.�� 6 STREAM 8
i�SpFE
REV. No.: REVISION° DATE° DRAWN BYe CHECKED BY:
This document, together with the concepts and designs presented herein, as an instrument of services is
intended only for the specific purpose and client for which it was prepared. Reuse of and improper
reliance on this document without written authorization and adoption by Kimley-Horn and Associates, Inc.
shall be without liability to Kimley-Horn and Associates, Inc.
Copyright Kimley-Horn and Associates, Inc., 2023
PREPARED IN THE OFFICE OFo
�I � I /////
CAR4/HORIZ PROJECTo
�
ESS%°7% , 20 0 40
KimlHorny
INC LICENSE #F-0102
421 FAYETTEVILLE ST., SUITE 600
RALEIGH, NORTH CAROLINA 27601
PHONE: [phone]
©2023
EROSION CONTROL PLAN
SEALN��°�
048986 VERT
`�NG I NE`�Q�`�Q 2 0 4
�'
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JOB NUMBER:
d/
AILEY YOUNG
PARK
1*1
DUNN CREEK GREENWAY
PHASE 3
011311041
SHEET NUMBER:
4
AS

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PERMIT
DRAWING
SHEET
10 OF 14
®DENOTES
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®DENOTES
TEMPORARY
IMPACTS IN SURFACE WATER
F F
DENOTES PERMANENT
FILL IN WETLAND
DENOTES PERMANENT CUT/
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DENOTES LIMITS OF
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STREAM 9
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`T CIA
m
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MATCHLINE —L4— STA 23+80 __ __ — — — _ . — A I�. _
SEE SHEET 6) r Q� y��a — ��"—, , v
fF
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x
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REV. No.: REVISION° DATE° DRAWN BYe CHECKED BY:
This document, together with the concepts and designs presented herein, as an instrument of services is
intended only for the specific purpose and client for which it was prepared. Reuse of and improper
reliance on this document without written authorization and adoption by Kimley-Horn and Associates, Inc.
shall be without liability to Kimley-Horn and Associates, Inc.
Copyright Kimley-Horn and Associates, Inc., 2023
■
NC LICENSE #F-0102
421 FAYETTEVILLE ST., SUITE 600
im RALEIGH, NORTH CAROLINA 27601
PHONE: (,,,) 677-2000
©2023
. STREAM 10
SITE 8
T STREAM 8
EROSION CONTROL PLAN
CAROB
SEAL
048986
<FB p ,
HORIZ PROJECTo
20 0 40
VERT
2 0 4
JOB NUMBER°
DUNN CREEK GREENWAY
PHASE 3
01 131 1041
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4

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381.27
ALT Ili INV =
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TOP 387.14
° I ! FULL OF DEBRIS
III I �
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\ SHELTER I l EXPOSED BOULDERS APPROXIMATE 899NNUT ELEV I� Q _ I (ASPHALT NV OUT 93.81 387.96
\ / APPROXIMATE _/ I I WATER VALVE APPROXIMATE NUT ELEV
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PERMIT
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11 OF 14
®DENOTES
PERMANENT IMPACTS
IN SURFACE WATER
®DENOTES
TEMPORARY
IMPACTS IN SURFACE WATER
F F
DENOTES PERMANENT
FILL IN WETLAND
DENOTES PERMANENT CUT/
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®DENOTES
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/ HORIZ PROJECTo
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NC LICENSE #F-0102 Q �[AL
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RALEIGH, NORTH CAROLINA 27601 048986 C T
This document, together with the concepts and designs presented herein, as an instrument of services is �))Hor PHONE: [phone] VERI
intended only for the specific purpose and client for which it was prepared. Reuse of and improper 2 0 4
reliance on this document without written authorization aand adoption by Kimley-Horn and Associates, Inc. C 2023 '� ��
shall be without liability to Kimley-Horn and Associates, Inca<JOB NUMBER° SHEET NUMBER°
Copyright Kimley-Horn and Associates, Inc., 2023 iii 1 131104 1 5

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1
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184.3�
3 0 J — / _INV
— --7 _ — / �� 1 / � I / � � ti— — 1 381.27
A 4T �� KVVo,
38 .66
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TOP 387.14
STl�fiL ! _ — — / \ �i - y • o ; FULL OF DEBRIS
77
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e r _C I
'T 1
'� / O �/ / 08 \ \ \R c LOCATION OF
I / I / � V A `t cxt— '� ��� EXISTING CURB RAMP
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1 '�
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—`� _ i i i O l J I / /•' / / / / \ / i/ /// / / �� \ O \ \ \ O r-Ic ASPHALT IIN = 387.10
o INV OUT = �67.10 UNDERGROUND
\ ELECTRIC
/ / / / 'APP14DXIMAT �
INVER1 \ 3
, �z L� . L
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/�...1 �� /OURT / \ \ V� l \ \�t5, IN�i OJJT = 386.641 /
A V A \ \ I c� V A A ` \ u�i ATER�VALVE CB
A� VAVA \IP \ a \ / / SA4EL ER A 0 D 0LI ER�3
�\ \ I/ APPRO�CIMATE NUT EV _ Q - ASPS ALT TIC 393.81
i I \.\�\� �A \ \ �• . A �38�:90 W � INV OUT 387.96
f / / APPF�OXIMAT + _ ( d) WATER VALVE APPROXIMATE NUT ELEV
i 1 1 \ / i \ C
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i o \ A V� Z )� UNDERGROUND
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®DENOTES
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F F
DENOTES PERMANENT
FILL IN WETLAND
DENOTES PERMANENT CUT/
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PREPARED IN THE OFFICE OFo
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NC LICENSE #F-0102 Q SEAL l PHASE REV. No.: REVISION° DATE° DRAWN BYe CHECKED BY: 421 FAYETTEVILLEST., SUITE 600 EROSION CONTROL PLAN _ pL
RALEIGH, NORTH CAROLINA 27601 048986 C T
This document, together with the concepts and designs presented herein, as an instrument of services isM H or PHONE: [phone] VERI
intended only for the specific purpose and client for which it was prepared. Reuse of and improper 2 0 4
reliance on this document without written a\horiz\ion and adoption by Kimley-Horn and Associates, Inc. C 2023 ��
shall be without liability t0 Kimley-Horn and Associates, Inca ��� �JOB NUMBER° SHEET NUMBER°
Copyright Kimley-Horn and Associates, Inc., 2023 i i iiIw\�\ 113 1104 I 5

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N
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PERMIT DRAWING
SHEET 13 OF 14
®DENOTES
PERMANENT IMPACTS
IN SURFACE WATER
`'tNOTES TEMPORARY
IMPACTS IN SURFACE WATER
DENOTES PERMANENT
FILL IN WETLAND
DENOTES PERMANENT CUT/
EXCAVATION IN WETLAND
®DENOTES
TEMPORARY
IMPACT IN WETLAND
DENOTES LIMITS OF
DISTURBED AREA
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oFEss/°N��q , DUNN CREEK GREENWAY
NC LICENSE #F-0102 Q �[AL
l PHASE REV. No.: REVISION° DATE° DRAWN BYe CHECKED BY: 421 FAYETTEVILLE ST., SUITE 600 EROSION CONTROL PLAN _ C
RALEIGH, NORTH CAROLINA 27601 048986 C T
This document, together with the concepts and designs presented herein, as an instrument of services is Klmley�))Hor PHONE: [phone] VERI
intended only for the specific purpose and client for which it was prepared. Reuse of and improper 2 0 4
reliance on this document without written authorization aand adoption by Kimley-Horn and Associates, Inc. C 2023 '� ��
shall be without liability to Kimley-Horn and Associates, Inc.<D�Q Cog NUMBER° SHEET NUMBER°
Copyright Kimley-Horn and Associates, Inc., 2023 1111 1w 113 1104 I 6
I

O
O
N
N
ti
PERMIT DRAWING
SHEET 14 OF 14
®DENOTES
PERMANENT IMPACTS
IN SURFACE WATER
`'tNOTES TEMPORARY
IMPACTS IN SURFACE WATER
DENOTES PERMANENT
FILL IN WETLAND
DENOTES PERMANENT CUT/
EXCAVATION IN WETLAND
®DENOTES
TEMPORARY
IMPACT IN WETLAND
DENOTES LIMITS OF
DISTURBED AREA
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CAR4'%�
20 0 40
DUNN CREEK GREENWAY
NC LICENSE #F-0102 Q �[AL
l PHASE REV. No.: REVISION° DATE° DRAWN BYe CHECKED BY: 421 FAYETTEVILLE ST., SUITE 600 EROSION CONTROL PLAN _ pC
RALEIGH, NORTH CAROLINA 27601 048986
This document, together with the concepts and designs presented herein, as an instrument of services is H or PHONE: [phone] VERICpT
intended only for the specific purpose and client for which it was prepared. Reuse of and improper 2 0 4
reliance on this document without written authorization aaC and adoption by Kimley-Horn and Associates, Inc. 2023 '� ��
shall be without liability to Kimley-Horn and Associates, Inc.<°°°°�Q Cog NUMBER° SHEET NUMBER°
Copyright Kimley-Horn and Associates, Inc., 2023 1111 1w 113 1104 I 6
R