20090136 Ver 10_07c_DunnCreekPh3_buf_PermitDrawings_20230825

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PROJECT m
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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.
SUMMARY TABLE
SITE NUMBER
BUFFER ZONE 1 IMPACTS
BUFFER ZONE 2 IMPACTS
TEMPORARY (SF)
PERMANENT(SF)
TEMPORARY (SF)
PERMANENT(SF)
1
750.21
469.29
567.16
719.12
2
756.18
600.95
536.96
1613.61
3
1258.22
847.88
727.54
656.95
4
1297.84
820.63
754.19
620.28
5
0.00
0.00
402.97
476.39
6
0.00
0.00
556.38
236.11
7
2161.00
4042.65
4208.42
7397.05
8
1166.84
2050.03
872.78
3467.10
9
389.60
668.69
203.72
511.01
10
6355.39
13674.87
6801.52
13166.63
11
400.04
1036.37
320.12
623.67
12
778.43
4414.69
424.79
715.95
13
89.20
60.61
0.00
0.00
14
662.73
2551.06
130.41
466.39
15
3465.43
10478.22
4173.93
9546.81
16
566.59
1592.50
552.06
1135.57
17
882.40
1148.45
845.71
1540.91
18
2967.27
5350.05
2519.59
5084.93
19
2073.39
3376.59
1166.30
1554.44
TOTAL
1 26020.76
1 53183.53
1 25764.55
1 49532.92
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.
SITE
BUFFER PERMIT PACKAGE
E JUNIPER AVE
SITE 16
SITE 14
SITE
SITE l]
SITE 10
SITE
SITE
SITE 3
SITE
SITE 9
SITE 8
ITE 7-
EL-5100AE -
RECENTLY
CONSTRUCTED
6----,
EL-5100AE
RECENTLY
CONSTRUCTED
SITE 4
SITE
c11 Trrr.
SITE 19
SITE 18
SITE 10
Q
Z
NOTES:
1. MUD MAT(S) SHOULD BE LOCATED TO PROVIDE FOR
UTILIZATION BY ALL CONSTRUCTION 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.
PROJECT REFERENCE NO.
SHEET NO.
DUNN CREEK GREENWAY 111
l
TOWN of
WAKE FOREST
GRAPHIC SCALE
PROFILE (HORIZONTAL)
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
2.01�
- - 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 \e� Slope
d D Fla
Geotextile g
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 �iiiPROJECTo
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; �oa�pFESS/pN°oq
NC LICENSE #F-D1 D2 D U N N CREEK G R E E NWAY
421 FAYETTEVILLEST.,SUITE600 DRAINAGE DETAILS _ SEAL _ NOT To sCAEE PHASE 3
REV. No.: REVISION° BATE° DRAWN BYe CHECKED BY: ������
RALEIGH, NORTH CAROLINA 27601 0
This document, together with the concepts and designs presented herein, as aKlomley�))Hornn instrument of services is PHONE: [phone]
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, Inc.<'� ��Q �oB NUMBER° SHEET NUMBER°
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RHONE: ,NORTH 2000 NA 27601 AND DRAINAGE PLANS O48986 C T
This document, together with the concepts and designs presented herein, as an instrument of services is Klomley�))Horn PHONE: [phone] �° � VLR
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 t0 Kimley-Horn and Associates, Inca<'� �JOB NUMBER° SHEET NUMBER°
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RHONE: ,NORTH 2000 NA 27601 AND DRAINAGE PLANS 048986 C T
This document, together with the concepts and designs presented herein, as an instrument of services is Klomley�))Horn PHONE: [phone] �° � VLR
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.<D�Q JOB NUMBER° SHEET NUMBER°
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aRALEIGH, NORTH CAROLINA 27601 AND DRAINAGE PLANS 048986 C ERT
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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. JOB D.
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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
KimlHorny
NC LICENSE #F-0102
421 FAYETTEVILLE ST., SUITE 600
RALEIGH, NORTH CAROLINA 27601
PHONE: [phone]
©2023
GREENWAY
AND DRAINAGE PLANS
o �� FEss�o 0
SEALN����
048986 VERT
`�NG I NE`�Q�`�Q 2 0 4
°' /16 D � 0\�����
JOB NUMBER°
DUNN CREEK GREENWAY
PHASE 3
SHEET NUMBER°
011311041
2

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DENOTES LIMITS OF
DISTURBED AREA
i
SITE 18 \
STMH
RIM 308.93'
INV. IN. Ill = 304.03'
INV. IN. (24') = 304.23'
_ INV. OUT = 299.08'
4 ' Bz 2
TB TB /
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INV = 295.27
INV. OUT = 295.27'
lB '
T9��TB�
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STREAM 7
E Vim.
All EMBANKMENT PROTECTION/ TW = 31 .25'
STABILIZATION TW 313.5
=
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SITE
17
PREPARED IN THE OFFICE OFo
HORIZ PROJECTo
C ARp�
��0000000000 - zo 0 40
�oa�oFEssioN��q ; DUNN CREEK GREENWAY
NC LICENSE VILLE 2 G R E E NWAY - SEAL = PHASE 3
REV. No.: REvisioNe UaTEe DRAWN Bve CHECKED BY: � 421 FAYETTEVILLE ST., SUITE 600 =
RHONE: ,NORTH 2000 NA 27601 AND DRAINAGE PLANS ogs9s6 C T
This document, together with the concepts and designs presented herein, as an instrument of services is KlomHorn PHONE: [phone] �° � VLR
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 ��zzll iiiiWv O 113 I IO4 I 3

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METAL FENCE
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RALEIGH, NORTH CAROLINA 27601 048986 C
This document, together with the concepts and designs presented herein, as an instrument of services is Klmley�))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 �<'8 D �Q JOB NUMBER° SHEET NUMBER°
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