20160756 Ver 3_02_WRSS PERMIT DRAWINGS OVERALL_20220726

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Plotted By: Bula,
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IMPACT SITE 25
TEMPORARY STREAM: 34.72 FEET
IMPACT SITE 17
- PERMANENT WETLAND: 0.460 ACRES
- TEMPORARY WETLAND: 0.268 ACRES
IMPACT SITE 18
- PERMANENT WETLAND: 0.085 ACRES
IMPACT SITE 27
- PERMANENT WETLAND: 0.0002 ACRES
IMPACT SITE 23
- TEMPORARY STREAM: 30.08 FEET
IMPACT SITE 21
- TEMPORARY STREAM: 40.88 FEET
IMPACT SITE 16
- PERMANENT WETLAND: 0.063 ACRES
- TEMPORARY WETLAND: 0.017 ACRES
No.
REVISIONS
DATE
BY
This document, together with the concepts and designs presented herein, as an instrument of service, 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 adaptation by Kimley—Horn and Associates, Inc. shall be without liability to Kimley—Horn and
Associates, Inc.
IMPACT SITE 24
- TEMPORARY STREAM: 33.8 FEET
PROPOSED WESTERN REGIONAL FORCE
MAIN SEGMENT 2 (BY OTHERS)
IMPACT SITE 13
- PERMANENT WETLAND: 0.010 ACRES
- TEMPORARY WETLAND: 0.010 ACRES
IMPACT SITE 12
- PERMANENT WETLAND: 0.0002 ACRES
- TEMPORARY WETLAND: 0.001 ACRES
IMPACT SITE 11
- PERMANENT WETLAND: 0.014 ACRES
- TEMPORARY WETLAND: 0.008 ACRES
0,41Fa
40" ik'
KimIey» Horn
© 2016 KIMLEY—HORN AND ASSOCIATES, INC.
300 WEST MORGAN STREET, SUITE 1500, DURHAM. NC 27701
PHONE: [phone] FAX: [phone]
NC LICENSE #F-0102 WWW.KIMLEY—HORN.COM
KHA PROJECT
015567007
DATE
6/16/2022
SCALE 1 " = 1300'
DESIGNED BY
ZGP
DRAWN BY
JGB
CHECKED BY JAR
IMPACT SITE 26
- TEMPORARY STREAM: 32.01 FEET
IMPACT SITE 14
- TEMPORARY WETLAND: 0.001 ACRES
- TEMPORARY STREAM: 34.92 FEET
PROPOSED WESTERN REGIONAL
PUMP STATION
IMPACT SITE 10
- TEMPORARY WETLAND: 0.11 ACRES
IMPACT SITE 9
TEMPORARY WETLAND: 0.177 ACRES
WESTERN REGIONAL SEWER SYSTEM
PERMIT DRAWINGS
PREPARED FOR
PUBLIC SERVICES DEPARTMENT
CITY OF JACKSONVILLE, NORTH CAROLINA
4.1e11147wirriLitili4glit
IMPACT SITE 5
- TEMPORARY WETLAND: 0.088 ACRES
- TEMPORARY STREAM: 73.81 FEET
IMPACT SITE 6
- TEMPORARY WETLAND: 0.549 ACRES
IMPACT SITE 7
- TEMPORARY WETLAND: 0.043 ACRES
IMPACT SITE 8
- TEMPORARY WETLAND: 0.307 ACRES
- TEMPORARY STREAM: 89.55 FEET
SEAL:
IMPACT SITE 28
- TEMPORARY WETLAND: 0.121 ACRES
- TEMPORARY STREAM: 36.85 FEET
IMPACT SITE 19
- TEMPORARY STREAM: 71.53 FEET
IMPACT SITE 20
- TEMPORARY STREAM: 40.25 FEET
IMPACT SITE 1
- TEMPORARY WETLAND: 0.075 ACRES
IMPACT SITE 2
- TEMPORARY WETLAND: 0.325 ACRES
- TEMPORARY STREAM: 81.91 FEET
IMPACT SITE 3
- TEMPORARY WETLAND: 0.118 ACRES
- TEMPORARY STREAM: 80.56 FEET
IMPACT SITE 4
- TEMPORARY WETLAND: 0.545 ACRES
- TEMPORARY STREAM: 72.51 FEET
GRAPHIC SCALE IN FEET
0 650 1300 2600
PERMIT DRAWINGS OVERALL
SHEET NUMBER
1
OF
23

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Plotted By: Bula,
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Impact Site #
Impact Type
Area (ac.)
Length (ft)
Site 28
Temporary Wetland
0.121
-
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Temporary Stream
-
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Station Easement
B. 48, Pg. 104
M.:. Pg. 67
D.B. 324
ROP
HDPE WAT IN
NECT TO EXISTING
WATERLINE
01\INTO EXISTING
10" PVC FORCE MAIN
WITH MJ LONG BODY
SOLID SLEEVE
PROPOSED 10 LF OF 10"
DR18 C900 PVC FORCE MAIN
PROPOSED RJ 45' BEND
AND THRUST BLOCK,
SEE DETAIL D3/21
/ / \
/S1(ONE CHECK DAM
/ SEE\DETAIL D7/24
INV. 32.05
4 PROPOSED 1" BFPA
OSURE
/19 SEE IDETAIL N LD3/23
PROPOSED 1" YARD HYDRANT
SEE DETAIL D6/23
REMOVABLE AL HANDRAILS
SEE DETAIL D4/22
PROPOSED WETWELL TOP
SEE DETAIL D5/22
\ WET WELL-
o� BOTTOM 8.40
IN' 4 14.60
PROPOSED \7'x7'
/ \ �- AG VALVE VAULT
REMOVABLE AL HANDRAILS\
/ SEE DETAIL D4/22
PROPOSED 12" RJ TEE
PROPOSED 4' DIA.
METER VAULT \
SEE DETAIL D1/23
EXISTING
141.99'
PROTECTION' SILT FENCE
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ANDIR CASTILLO & TANYA FOWLER
301 STAGECOACH DR
PT L19 S2 CARRIAGE RUN
D.B. 3242, Pg. 103
36
PROPOSED TRANSFORMER PAD
SEE ELECTRICAL SHEETS
CONNECT WITH
COMPRESSION COUPLING
PROPOSED J_UN-CT-K)N- -PANEL,-
SEE ELECTRICAL SHEETS
PROPOSED 16' SWING GATE
SEE DETAIL D5/23
15" SS
12'± GRAVEL DRIVE
EXISTING 2" WATERLINE
INV. FST.05
EXISTING 6'
PROPOSED FENce0OD FENCE
PROPOSED SEE DETAIL D5/23
CROSS RJ REDUCER
PROPOSED 12" BYPASS
ASSEMBLY
SEE DETAIL D11/20
PROPOSED 12"
PLUG VALVE
TYP OF 3
PROPOSED 12"x10"
RJ REDUCER
A.
3�--
EXISTING GRAVEL
DRIVE
Q_ Ditch
#216
2"BG
EXISTING 6'
WOOD FENCF
PROPOSED
ELECTRICAL
BUILDING
SEE SHEET 13
PROPOSED BOLLARD,
TYP OF 4
SEE DETAIL D6/21
PROPOSED
GENERATOR PAD
SEE DETAIL D6/22
CONNECT TO EXISTING
8" PVC FORCE MAIN
WITH MJ LONG BODY
SOLID SLEEVE
PROPOSED RJ 90' BEND
AND THRUST BLOCK,
SEE DETAIL D3/21
PROPOSED 40 LF OF 8"
DR18 C900 PVC FORCE MAIN
TEMPORARY CONSTRUCTION
ENTRANCE, TYP.
SEE DETAIL D4/24
301 STAGECOACH DR
PT L19 S2 CARRIAGE RUN
D.B. 3242, Pg. 103
FES
EX. RIP
ZM
INV. 32.40
J EX. RIP RAP
0
0
F'oint Table
Point #
Northing
Easting
Description
1000
389326.3875
2475361.4135
WETWELL CENTER
1001
389336.2071
2475419.1999
FENCE CORNER
1002
389364.5464
2475384.9604
FENCE CORNER
1003
389326.7109
2475347.2354
FENCE CORNER
1004
389292.5510
2475383.0023
FENCE CORNER
1005
389343.4443
2475363.9248
GATE CENTER
1006
389336.3075
2475397.5995
GENERATOR PAD
1007
389320.4633
2475391.2199
GENERATOR PAD
1008
389351.8221
2475380.6202
ELECTRICAL BUILDING
1009
389334.5596
2475385.4336
ELECTRICAL BUILDING
1010
389307.9292
2475378.5652
METER VAULT CENTER
RAP
040410
tkikeilok
LOD
EGV
UGE
0
LOcii
NOTES:
2.1 CONTRACTOR SHALL REMOVE THE TOP FROM ESSHM -01, 02, at 03
AND REPLACE WITH NEW PRECAST CONCRETE RISER SECTION(S) AND
ECCENTRIC CONE TOP TO PROVIDE A NEW RIM ELEVATION OF 36.0'
MSL.
2.2 MANHOLE RISER AND TOP CONNECTIONS FOR ESSMH-01, INCLUDING
CONNECTION TO EXISTING STRUCTURE, SHALL BE BOLTED CONNECTIONS
PER DETAIL D9/22. RING AND COVER SHALL BE CAM LOCK
WATERTIGHT TYPE PER DETAIL D2/22.
2.3 CONTRACTOR SHALL REMOVE AND REPLACE THE EXISTING WET WELL
TOP WITH A PRECAST RISER SECTION AND A CAST -IN -PLACE
CONCRETE TOP TO PROVIDE A NEW TOP ELEVATION OF 37.0' MSL. SEE
DETAIL D5/22.
2.4 CONTRACTOR SHALL POWERWASH, CLEAN AND DISINFECT THE WETWELL
AFTER DEWATERING. CONTRACTOR SHALL NOTIFY ENGINEER TWO (2)
DAYS PRIOR TO WETWELL CLEANING TO ALLOW FOR AN INSPECTION TO
BE SCHEDULED.
2.5 CONTRACTOR SHALL PRESSURE GROUT ALL LEAKS IN WET WELL AFTER
CLEANING AND PRIOR TO APPLYING LINER.
2.6 EXISTING WET WELL SHALL BE LINED AFTER THE INSTALLATION OF THE
WET WELL TOP AND PIPING PER SPECIFICATIONS SECTION 09 97 00.
-1-75 RCP
ECB
TOP 37.02
INV. 32.52
#1
PISF
2"BG
N=389,445.615
PERMANENT WETLAND
TEMPORARY WETLAND
TEMPORARY STREAM
GRAPHIC SCALE IN FEET
0 5 10 20
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• PFpP9SED 4' DIA RISER
SECTION(S) AND
• ECCENTRIC CQNE TOP,
SEE NOTES 11.1 AND
INSET 1
REVISIONS
DATE
BY
This document, together
for the specific purpose
written authorization and
Associates, Inc.
with the concepts and designs presented herein, as an instrument of service, is intended only
and client for which it was prepared. Reuse of and improper reliance on this document without
adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and
Kimley*Horn
© 2016 KIMLEY-HORN AND ASSOCIATES, INC.
PHONE: [phone] FAX: [phone]
NC LICENSE #F-0102 WWW.KIMLEY-HORN.COM
KHA PROJECT
015567007
DATE
6/16/2022
SCALE 1" = 10'
DESIGNED BY ZGP
DRAWN BY JGB
CHECKED BY JAR
PERMIT DRAWINGS
PREPARED FOR
PUBLIC SERVICES DEPARTMENT
CITY OF JACKSONVILLE, NORTH CAROLINA
SEAL:
PERMIT DRAWINGS
SHEET NUMBER
2
OF
23

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NC HWY 53 WESTERN
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GRAPHIC SCALE IN FEET
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55
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q ELEV=39.06
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• PROPOSED
C905 PVC
24" DR-21
=ORCE MAIN
• N
1-
ELEV=40.71
35
30
q- ELEV=38.80
ELEV=36.05
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300 WEST
PHONE:
NC LICENSE
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1 I ) orn
© 2016 KIMLEY-HORN AND ASSOCIATES, INC.
MORGAN STREET, SUITE 1500, DURHAM. NC 27701
919-682-3583 FAX: [phone]
# F-0102 WWW.KIMLEY-HORN.COM
KHA PROJECTK
015567007
WESTERN
CITY
PUBLIC
F
JA
REGIONAL
PERMIT
SERVICES
K
PREPARED
NVI
DRAWINGS
LLE,
FOR
DEPARTMENT
SEWER
NORTH
AR
SYSTEM
LI
NA
SEAL:
PERMIT
DRJk\IVINGS
SHEET NUMBER
3
OF
23
DATE
6/16/2022
SCALE 1 " = 40'
DESIGNED BY ZGP
No.
REVISIONS
DATE
BY
DRAWN BY JGB
This document, together with the concepts and designs presented herein, as an instrument of service, 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 adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and
Associates, Inc.
CHECKED BY JAR

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Impact Site #
Impact Type
Area (ac.)
Length (ft)
4.1 CONTRACTOR SHALL HOLD POLES AND
Site 20
Temporary Stream
40.25
REMOVE GUY WIRES AS REQUIRED BY POWER
COMPANY.
N/F 4.2 CARE SHALL BE EXERCISED WHEN WORKING
BHP WESTERN AROUND THE EXISTING TELECOM FIBER
N/F / TRACT 1-A CONDUIT. CONDIS:ALL BE RELOCATED
1042
MORTI P.208 SLIDE M-.396 AS NECESSARY ACOMONDATE
MERTK LLC PORTION OF D.B.1460 P.396
D.B.3060 P.896 OF PROPOSED MBL CONSTRUCTION.
PROPOSED STONE M.B.26 P.79 PROPOSED 24" DR-21 FUTURE ACCESS EXISTING 30' UTILITY
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GRAPHIC SCALE IN FEET
0 20 40 80
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re.
ELEV=42.35
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/
PROPOSED
C905 PVC
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FORCE MAIN
1
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35
35
30
4.0' MIN:
ELEV=36.39
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39+00 39+50 40+00 40+50 41+00 41+50 42+00 42+50 43+00 43+50 44+00 44+50
300 WEST
PHONE:
NC LICENSE
II
I I ) orn
© 2016 KIMLEY—HORN AND ASSOCIATES, INC.
MORGAN STREET, SUITE 1500, DURHAM. NC 27701
919-682-3583 FAX: [phone]
# F-0102 WWW.KIMLEY—HORN.COM
KHA PROJECT
015567007
WESTERN
CITY
PUBLIC
F
JA
REGIONAL
PERMIT
SERVICES
K
PREPARED
NVI
DRAWINGS
LLE,
FOR
DEPARTMENT
SEWER
NORTH
AR
SYSTEM
LI
NA
SEAL:
PERMIT
DRAWINGS
SHEET NUMBER
4
OF
23
DATE
6/16/2022
SCALE 1" = 40'
DESIGNED BY ZGP
No.
REVISIONS
DATE
BY
DRAWN BY JGB
This document, together with the concepts and designs presented herein, as an instrument of service, 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 adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and
Associates, Inc.
CHECKED BY JAR

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NOTES: N. v \ \ \ v - - ' PROPOSED SSMH-30
2 i
1. ALL EXISTING SEWER FROM STA 10+61 TO STA STA 68+06.32 N: 38065 44ft �- TOP i �UT O736 5
,cam - .:2466410.18ft - N:380736.22ft / 1 1
\\
56+88 SHALL BE REMOVED AND REPLACED.
2. ALL WATERLINES NOT REMOVED BY THE
Impact Site #
Impact Type
Area (ac.)
Length (ft)
RIM=26.99 v:2 y 419.75ft
y A\ INV IN=17.53
CONTRACTOR SHALL BE ABANDONED IN PLACE
Site 2
Temporary Wetland
p y
0.325
\ \ \ STEWARD CAMPBELL /
\ v INV OUT=17.03 N:3�s 30.82ft �' c�� JADE & AUTUMN
WITH PLOWABLE FILL.
Site 2
Temporary Stream
81.91
\ E:2466A.�.21ft �" TAX MAP�3 9_ 19.16
v v v v v N: 380721.3871 r-
PERMANENT WETLAND
E: 2466449.2009
� � �
� � \ \ � XIST � � TAPIVUT�2 �. 5
TEMPORARY WETLAND
SITE 2
v� v v .
WEtLAND PROP I=D THH-310 ��
" T�' UT='3.55
��IMPACT
y
TEMPORARY STREAM
v ���
SEE DETAIL 7f/XXPROPOSED 8 STUB OUT � ��
v\ v �v v PROPOSED 10 x8 TAPPING
WITH RJ CAP SLEEVE AND VALVE
y2 1-1 2" HDPE� PROPOSED
1p�/ PRO E� 36 -NUT=22.Awv
PRO SE
\rp
TELECOM CONDUOTS WITH
STONE
STONE FILER • •o PROPOSED THH-311
v
v/1250# PULL TAPiE�v
DAM ��
I � - _
87, p„TRPE DETAIL X/XX
/ /F AO
77,2
�EXISTING � v
iiiillimh
,� \�� 1c� goo
\ 1 * �•
IMPAA�T SITE 1
/v
wABANDON
V�I-c-,�"-1b
6�RWETLANDS
R0
P DOSED SSMH-28EXISTI�fG
/ STA�2+47.49WgTER
.04
6' P ,�
F PROPOSED THRUST BEC-ham\
�o/1P ��1 •���7� ® �$,,. �,
\
-... RIM'=28.53
20 TEMPO RY� ��
• INV OUT=13.25
• CONSTRU�10 \N: 380389.2849
�\ EASEMENT \ E: 2466898.6459
_ Zch�'►///
� _ N- x r EXISTING 60 • •
; N� N�a •-- EASEMENT p �I! vv.
d,� � � �, � TCE Lp /
,6 �. ,� �� • CLEARING• ��
)5 -D ASS - \LIMITS
MAiIV\ \ _
__21�ieri-��..
771
• ZCE p �// -
�pF:1::::::
_ _
•�F-'_�,
-65+68 ..�,.��._v
/ / _-c- •,`��� E
�� ,-- R s -R�
_ � S � �,�lititi:
_ , - +� -�
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v
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�
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s
;c E-���
w
v
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.
ETAI X/XX
O ® B-FWV1N=13.75
w�
:�� N11PLUG EXISTING 10"
, ��
GATE VALVE
�-�' a� �1 ��o.�k
a,'' EXISTING 10" PVC STUB
- :SMH OUT TO BE ABANDONED
so r 1 27.0
EX SSMH-65 L "� � y I =114.45 i THOMAS TO<�1MIE C JR
RIM 27.2 \ Ti \ I & RHON A G
1 1 4
QINV=14.01 �p 'q�� TAX MAP 339� - 129
29 8� F - , O�c
° - + "W
47 �o ��� �,,, �� • III
17 F x oo R I
02 v v �• �F�X PROPOSED THH-309 �c�� T
v s rc� �W / _ -ss -Ro
<o SEE DETAIL X/XX o
• �•
\ • Gif,.
� x W
vv \\ `� / y �F i 8'
_ _s - R0 16 Pvc W�
, - ER��
�, SEW ' -
_sss? 10.0 MI w
-Qo��i
w / EX SSMH 81
41 RIM-28.2
INV=12.95
PROPOSED SSMH-29-\
PROP SED CONS UC ION-
EN1'RANC ,�T
SEE DETAIL �5177C�1 R\
CONNECT TO EXISTING . a1
6 PVC WATER MAIN 1 PROPOSED THH-312
WITH RESTRAINED 90' A .� '0 �'\ SE DETAIL X/XX
-BEND AND RESTRAINED �o \ � 1I
J�LONG BODY SOLID ( � II 1 1
a� z �„�
SLEEVE y �� 1
�v )
VNv ��159
V v v ,Q ss N. II• I ,c jy5 w355 STA 66+07.49 s v
\ P oo i I. RIM=25.93
\ vvv�v vv \vvv ��� l �o� �� %�� �� 7�o• •INV IN=15.94 -- A �\
�� /i PROPOSED 6" DR-21 INV OUT=15. 4 ,� - "` \* ,
\ \ Po , jc�Si ,� C900 PVC WATER MAIN N: 380602.543
/ EX SSMH-82•
�� �/ •i��� RIM=25.97 _ E: 2466608.609 EXISTING
6 ��5� EXISTING 16" PVC WETLANDS
v • *, N • x 149.6• IN�=11.49 CONDENSATE LINE TO REMAIN \ V .Q� A /�� �Q ,,}I `� N:380488.40ft EIS (COIN-TROLVPOINT 1
\ V N: 380276.4� •
g/ y1 I E.2466885J7ft E y 30
A if*
\ E:2467130 941,' \ �f /S \ \
1' 7 / --4
/ N \ \ N v �J' ,� / �� SSMH-8� / (
- / N• /.'� o (USE AS BM) , \
off' RIM=27.97 GRAPHIC SCALE IN FEET
- - - T \ ROPOSED 6" Ro I I'O INv=10.02 0 20 40 80
y ) RJ 22.5' BEND f
PROPOSED 6"
\FHRUST/ 45' BEND
Impact Site #
Impact Type
Area (ac.)
Length (ft)
\PROPOSED BLOCK\•RJ
- - SEE X/XX
Site 1
Temporary Wetland
0.075
-
-
QETAILA
30
PROPOSED
SSMH-27
STA 60+59.76
RIM=29.07
INV IN=12.36
INV O.UT=11..86
PROPOSED
SSMH-28
STA 62+47,49
RIM=28.53
INV IN=13.75
INV OUT=13.25
EXISTING GRADE
PROPOSED TRUNK
.ALONG
SEWER
3ED SSMH-29
+07.49
1.93
.15.94
T=15.44
)SED SSMH-30
8+06.32
'6.99
=17.53
JT=17.03.
TYP.
PAVEMENT
30
___
-
_ --
-
-
PROPO:
STA 6E
RIM=2E
INV IN=
INV OU
s.\`
ct
aNEzz
`c' 7L0
1- -»
REPLACEMENT
SEE
DETAIL 10/18
27/7/7/T/Ti.
-
-
-
.1
- - _
I. I
i
- 7777777/77/7/7/
/44//7777
/777/77777
25
/
11
,\I.I
/r
II
. .
25
ANTI -SEEPAGE
COLLAR
ANTI -SEEPAGE
COLLAR
20
STA.
65+13.05
SEE DETAILO 7/18
20
SS
SEE
DETAIL 7/18
0:55%
36"
LF. 9
-
�-i
.
©O.55% 36" SS
198.83 LF
© 0.47%
36" SS
360.00
LF
15
-•
15
_�
-
36" SS
-
187.73 . LF . ©O.47%
-
_ -
_
-�
--._-�
r-------
-- 276 L�
O.0.38% 8"
PVC
I 1
296.71
LF OF
_
---
--.--
PVC
fir.
36"55
©0.47%.
-'
--.
---.--
- 270
LF ®0.54%
8" - _
U
_-
PVC--.----.�
EXISTING 8" PVC
SANITARY SEWER
10
_ _ --
_ _
-I-------
196 LF---75%_8.
o.
0rn
.-
INV-14.01
10
5
,,
9 LF © 0.37%
8"PVC - -
SSMH-83
A 0+ 9.76
M=27.97
V IN=10.02
V OUT=10.02
EX SSMH-82
STA 62+50.18
.RIM=25,97 .
INV IN=11.49
.INV. OUT=11.49
EX SSMH-
STA 65+2
RIM=28.2(
INV IN=12
IN.V OUT=
. EX SSMH-65
STA 68+21.37
RIM=27.20
INV IN=14.01
INV OUT=14.0'
5
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58+50 59+00 59+50 60+00 60+50 61+00 61+50 62+00 62+50 63+00 63+50 64+00 64+50 65+00
65+50 66+00 66+50 67+00 67+50 68+00 68+50 69+00 69+50
K
300 WEST
PHONE:
NC LICENSE
•
mley* orn
© 2016 KIMLEY-HORN AND ASSOCIATES, INC.
MORGAN STREET, SUITE 1500, DURHAM. NC 27701
919-682-3583 FAX: [phone]
# F-0102 WWW.KIMLEY-HORN.COM
KHA PROJECT
015567007SHEET
WESTERN
CITY
PUBLIC
OF
JACKSONVILLE
REGIONAL
PERMIT
SERVICES
PREPARED
DRAWINGS
FOR
DEPARTMENT
7
SEWER
NORTH
CAROLINA
SYSTEM
SEAL:
PERMIT
D
RAW I
N
G S
NUMBER
5
OF
23
DATE
6/16/2022
SCALE 1" = 40'
DESIGNED BY ZGP
No.
REVISIONS
DATE
BY
DRAWN BY JGB
This document, together with the concepts and designs presented herein, as an instrument of service, 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 adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and
Associates, Inc.
CHECKED BY JAR

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PROPOSED SSMH-18 PROPOSED SSMH-20
PROPOSE THH-307 STA 48+15.74 STA 52+38.55
RIM=13.04
SEE DETAIL X/XX RIM=13.63
INV IN=-0.60 EXISTING �j /
EXISTING INV OUT=-0.70 WETLAND INV IN_ 0.15 / 1
INV INV OUT-0.05/ / /.
WETLAND �00 / N: 379254.8324 �//
N: 379607.357�
// ""F 2466686.1365 40 TEMPORARY CLEARING E: 246�89J 422 /
r0ECONSTRUCTION LIMITS ���09/�� '�M=14.31SSMH
PROPOSED SMH
EXISTIt�G STA �56/ / 1/
/ / /
WETLAND/ / �1M 7 Q
I /
IN/V/I�IO��/
I A / / / / /INV 1 .4 '/
INV OUT-�. /
E. 2467A�1'
N: 7 �.7:'';!!!1!!!!!!!!!ti
NOTE:
1. ALL EXISTING SEWER FROM STA 10+61
I / TO STA 56+88 SHALL BE REMOVED
/ pR• rOSED I T�IH�3 J P�OPOs 6 AND REPLACED.
•EE E1�A�L X/XXI 36' PVC 2. VENT PIPES FOR SSMH-22 THROUGH
•
- SSMH-25 SHALL BE 8 DIA.
A \ 3. ALL WATERLINES NOT REMOVED BY
\
\ THE CONTRACTOR SHALL BE
\ \ / • ABANDONED IN PLACE WITH PLOWABLE
*\
/ Ex SSMH FILL.
_
L0o // EASEMENT -ne //eft
/ ///
PERMANENT WETLAND
IM=10.00 �F / / /
Ex\ Ss . /
`<�V�
TEMPORARY WETLAND
INV=o.94 EXISTING 30' - , ; �//// �� / o / /
• � ARI 11.�5 � 10E
TEMPORARY STREAM
EASEMENT TCE p0 �/
E
�� E�Ol�� �' /// INV-�.7$ ppF / /
3o'UTIUTY ® RIM=1 r - - � �/ ZPF
®�
Im act Site #
p
Im actT e
p Type
Area ac.
( )
Length ft
g ( )
-
cN7ERE c � �� A
��E �o� -
�, INV=1.36 �� o ne
SEWER ��' A �� P� ��' S8MH i / �� ��;� �� �,�
Site 2
Tem ora Wetland
p ry
0.325
�- �
� \----�-� ar � A�
�`''41�'`'i•
�� _ �w Rpi elIiGf12.42 / ���civor*ato @ , �� Site 2
�4�'
:ss
Temporary Stream
81.91
/bc �'ft
�� � � � ���� ���� INV-1.9;k � � /31;;;;;;;I!tt. � �- �h \
''� my
7,
PROPOSED SSMH-17ftriparispitmeftpair
fteeir* 404, z,.R �131 � �-- ��Vic, -
CP SEW � ��� / � �-�� �
STA 46+85.07 � � ER -c _
- �,, � -- � � .��
RIM-13.05 �, , ���. __ - _
•fl
WETLAND INV IN=-0.87®R
� ����� 7:11-6-
- - - /� / ��- ''`�
����°s
,�,,,� � � � - - -!.: � lit
�� ��� � �= �. _mac� � :�s �EXISTING
�. � �� � -- _ .- � ;a sin _ ��;'` �,:
��� �� ,���• ----� �--- , - �s"RCP•sEW �_,..�-�it -�'' �� � � �\• �� �
`� �.,.0-OS•
ED SSMH-23
/.•
� �1-1 :
� � � �
�' Eis c N -� �qi T>
�.\ ���-
INV OUT=-0.97 ►'Po 'Poplar
p
N: 379129.4890 °�' `'`
• �a
•
1 ®_ i ,� / I� �_ �_A� 4 9 I -PROPOSED S3MJ 1�25
: STA 56+73.05
RR _. e 213 W.
E. 2466723.0387 % cQ �� �.
IMPACT SITE 3
��� /
3♦
* RIM15.82x ssM-84 �. A �, ��TA+33:0"�
RIM 1541 \ 07
,��
. / . it;----.�`"` \ 1r
N:_99+'.
INV IN=3.17 INv IN=8.56\�. ��IM =2fl
\
SOW
III • 2 1-1 /2" HDPE PROPOSED \\� �`
Impact Site #
Impact Type
Area (ac.)
Length (ft)
�
INV OUT=O.92 INV IN=3.o8 �` ��22 IN--B.00i
�``N• �uT=3.o'� '�� ��' \ OUT�.75 -
�,o� . x t
i TELECOM CONDUITS WITH
��� 44
Site 3
Tem orar Wetland
p
0.118
/
/
37�95�3�3�v � Art � PR PO e� /INV � �
E: 2467103.0301
Nv=2.79 \\�
�
1250# PULL TAPE
Site 3
Temporary Stream
y
80.56
\� �� �
DR-21 ! 6-70 . '59
� �- - v �
�
/ /
� 1 � \\ ��00 P�VO - - �
�
Atih
STONE FILTER
IMPACT SITE 2
� 1► '� �� R M All�f � - N
�
�
/
EX SSMH _�► / (TYP.) EXISTING RCP SS � ��
`�
�-
��
RIM=B.e ®
ABANDON EXISTING 6"
TO BE REPLACED • INv=o..
:��
IMPACT SITE 4
PVC WATERLINE / PROPOSED SMH��4
WITH 42 PVC00004,
`,
t �-
- �- - �� _ - PROPOSED THRUST BLOCK " "IM=17.921
�AlweeisoeftrAes-w� r - -t-�c�
r. •
�� ��
_ t �sEEA��
x/fix �-���� INV IN=5.59
•�
�` PROPOSED SSMH-19 _ '``� \ OUT=4.168
EX SSMH a
1 EX SSMH STA 50+46.25RIM=12.57 V '`�, N 9981.2\559
RIM=10.47 CONNECT TO EXISTING 6"PVC WATER MAIN .
RIM-13.72 EXISTING INV=3*.19 \ •�� \�- 246 1.1680
;� INV=ash - WETLAND PROPOSED SSMH-21 / WITH/RESTRAINED 90' BEND AND RESTRAINED / / mod,\
INV IN=-0.20
Id i
Impact Site #
Impact Type
Area (ac.)
Length (ft)
STA 53+52.84 / MJ LONG BODY SOLID SLEEVE / ��' /
I%tV OUT=-0.30 RIM=14/S �* ��
Site 4
Temporary Wetland
0.545
-
M: 379422.5417 \
INV IN=0.40��
Site 4
Temporary Stream
72.51
E: �466844.2767 INV OUT=Q.30
N: 379671.5127 - - - - `\ / \ \
/ E: 2466992.0126
/ I �� - _ _ -� �� �� _-
. / /-�,.----��� ��/ _ _ _ - _--___-___�,� �� �� � �
PROPOSED SSMH-16�i� __��A _- _- ��N
__-=-
STA 45+78.37 / _ _ �� � / _ =� __= .I/
RIM=11.50 �/ - -�--j----=_-__�� ��� - _ �� �� �\�_
INV IN=-].�/7� � ��j7�,----_,N ��� _ _ _ ����� \� sec
INV OUV==� 2kz _ �, - - - ----- �'
N: 3 02,3y 2479 / � �� ��� _ ______/ - ---- _-
/ Z -, , _� -�� ��
// �_� �_� = G
GRAPHIC SCALE IN FEET
0 20 40 80
20
3ED SSMH-16
1+78.37
.50. .
—1.11
V
I
II
3ED SSMH-17
+85.07
.05
N
^01
pol.
I II
3ED SSMH-18
1+15.74
.04
—0.60
T=-0.70
3ED SSMH-19
►+46.25
.72
—0.20
T=-0.30
3ED SSMH-20
'+38.55
Lo -
��o
o II
g
o
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1 �. o .
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300 WEST
PHONE:
NC LICENSE
■
1 M ley))) orn
© 2016 KIMLEY-HORN AND ASSOCIATES, INC.
MORGAN STREET, SUITE 1500, DURHAM. NC 27701
919-682-3583 FAX: [phone]
# F-0102 WWW.KIMLEY-HORN.COM
KHA PROJECTK
015567007
CITY
PUBLIC
OF
JACKSONVILLE
PERMIT
SERVICES
PREPARED
DRAWINGS
FOR
DEPARTMENT
7
NORTH
CAROLINA
SEAL:
PERMIT
D
RAW I
N
G S
SHEET NUMBER
6
OF
23
DATE
6/16/2022
SCALE 1" = 40'
DESIGNED BY Z G P
No.
REVISIONS
DATE
BY
DRAWN BY J G B
This document, together with the concepts and designs presented herein, as an instrument of service, 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 adaptation by Kimley Horn and Associates, Inc. shall be without liability to Kimley Horn and
Associates, Inc.
CHECKED BY JAR

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Klmley*
300 WEST
PHONE:
NC LICENSE
•
orn
© 2016 KIMLEY-HORN AND ASSOCIATES, INC.
MORGAN STREET, SUITE 1500, DURHAM. NC 27701
919-682-3583 FAX: [phone]
# F-0102 WWW.KIMLEY-HORN.COM
KHA PROJECT
015567007SHEET
WESTERN
CITY
PUBLIC
OF
JACKSONVILLE
REGIONAL
PERMIT
SERVICES
PREPARED
DRAWINGS
FOR
DEPARTMENT
7
SEWER
NORTH
CAROLINA
SYSTEM
SEAL:
PERMIT
DRA\JVINGS
NUMBER
7
OF
23
DATE
6/16/2022
SCALE 1" = 40'
DESIGNED BY ZGP
No.
REVISIONS
DATE
BY
DRAWN BY JGB
This document, together with the concepts and designs presented herein, as an instrument of service, 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 adaptation by Kimley Horn and Associates, Inc. shall be without liability to Kimley Horn a
and
Associates, Inc.
CHECKED BY JAR

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Klmley*
300 WEST
PHONE:
NC LICENSE
orn
© 2016 KIMLEY-HORN AND ASSOCIATES, INC.
MORGAN STREET, SUITE 1500, DURHAM. NC 27701
919-682-3583 FAX: [phone]
# F-0102 WWW.KIMLEY-HORN.COM
KHA PROJECT
015567007•
WESTERN
CITY
PUBLIC
OF
JACKSONVILLE
REGIONAL
PERMIT
SERVICES
PREPARED
DRAWINGS
FOR
DEPARTMENT
7
SEWER
NORTH
CAROLINA
SYSTEM
SEAL:
PERMIT
DR/\\JVINGS
SHEET NUMBER
8
OF
23
DATE
6/16/2022
SCALE 1" = 40'
DESIGNED BY ZGP
No.
REVISIONS
DATE
BY
DRAWN BY JGB
This document, together with the concepts and designs presented herein, as an instrument of service, 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 adaptation by Kimley Horn and Associates, Inc. shall be without liability to Kimley Horn and
Associates, Inc.
CHECKED BY JAR

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1. ALL EXISTING SEWER FROM STA 10+61 TO STA 56+88
��:1/ / SHALL BE REMOVED AND REPLACED.
/ '\ I I \ V / / / / I w \ v A \ 2. ALL SEWER LINES NOT REMOVED BY THE CONTRACTOR
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Area (ac.)
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* */ GRAPHIC SCALE IN FEET
i �/ I N
I N: 376591.9624
Site 10
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INV IN=-6.82
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PROPOSED SSMF
STA 13+28.14
RIM=7.92.
INV IN=-6.58
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PROPOSED TRUNK
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I
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SEE DETAIL
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7/18
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SEE DETAIL i
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SEE
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DETAIL 7/18
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SEE DETAIL 7/18
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•
K mley* orn
© 2016 KIMLEY-HORN AND ASSOCIATES, INC.
300 WEST MORGAN STREET, SUITE 1500, DURHAM. NC 27701
PHONE: [phone] FAX: [phone]
NC LICENSE F-0102 WWW.KIMLEY-HORN.COM
#
KHA PROJECT
015567007SHEET
WESTERN
CITY
PUBLIC
OF
JACKSONVILLE
REGIONAL
PERMIT
SERVICES
PREPARED
DRAWINGS
FOR
DEPARTMENT
7
SEWER
NORTH
CAROLINA
SYSTEM
SEAL:
PERMIT
D
RAW I
N
G S
NUMBER
9
OF
23
DATE
6/16/2022
SCALE 1" = 40'
DESIGNED BY ZGP
No.
REVISIONS
DATE
BY
DRAWN BY JGB
This document, together with the concepts and designs presented herein, as an instrument of service, 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 adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and
Associates, Inc.
CHECKED BY JAR

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NOTES:
•
,
I • , . . .
•
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(1.•
, ,
• 4.1 CONTOURS ARE BASED ON 2FT LIDAR
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=
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,
' • • • '
•
i `'• • ' AERIAL TOPOGRAPHY.
,) •
TRUNK SEWER 3 , , 4.2 ACCESS DRIVE SHALL FOLLOW EXISTING DIRT
ROAD. CONTRACTOR SHALL PROVIDE ABC
ACCESS DRIVE ` •FILL AS NECESSARY TO RESTORE
DEPRESSIONS, GULLIES, AND WASHOUTS
J � ' ' ' , , • ' PRIOR TO MAKING PROPOSED ACCESS DRIVE
,
I IMPROVEMENTS.
,I
)• 4.3 CONTRACTOR SHALL CLEAR A 30 FOOT WIDE
x
IMPACT SITE 1
(QUANTITY NOTED••
ON SHEET 5)•
•
, . , 1
•
�)
•• WETLAND LIMITS
• • ' `
CORRIDOR ALONG ALIGNMENT.
4.4 INSTALL CONDUIT A MINIMUM OF 18" BELOW
GRADE.
•
�
..
M
I 0
m
. • . • . •
NOW OR FORMERLY • • • '
NNE ' , . • • ' '
SWAEFFMAGN MAGNUM,
8805 SPRING GARDEN OR , , ,
W,LNIN NC 28403
i I •
4.5 ALL EXISTING LOGGING TRAILS AND ACCESS
. '
� g,ON, •,
PIN: 38B04101582 •
` ,•
DRIVES SHALL REMAIN OPEN.
'
•
it
Impact Site #
Impact Type
Area (ac.)
Length (ft)
'
' '
PERMANENT WETLAND
o
Site 26
Tem orar Stream
p y
32.01
1 *
Impact Site #
Impact Type
Area (ac.)
Length (ft)
TEMPORARY WETLAND
�.380730.82ft
I•
TEMPORARY STREAM
EXISTING 8" PVC
PROPOSED ELECTRICAL
Site 14
Temporary Wetland
0.001
E 2466467.21 ft
IMPACT SITE 26
Site 14
Temporary Stream
34.92
CULVERT TO REMAIN CONDUITS 3' OFF
I
1\1:380659.44ft
A.
EDGE OF DRIVE I
EXISTING 24" RCP
1:12+��.,) 410.1 12+00 13+ n0
+00 15+00 16+00 17+00 18+00 19+00
IMPACT SITE 14•
CULVERT TO REMAIN
STAGING AREA #2
20+00 21 +00 22+00 23+00 I 4+00 25+00 26+00 27+
32+00 33+
<
_ � I�r /// TPF TCE LOD //_ TPF
TPF
28+00 29+00 30+00 31 +00
TCE LOD
TCE LOD /// TPF TC LOD /// \
TPF TCE LOD /// TPF
34+00 35+00
—�
TCE LOD /// T' F A 36+00 37+00 38�
av IIA
_ TCE LO TPF TCE
TCE LOD /// TPF
TCE LOD /// TPF A
LOD /// TPF
TCE LOD /// TPF
- — — — —
TCE LOD _
I /// TPF TCE•LOD /// TPF
TCE LOD // TPF
'L
TCE. OD /// TPF
TCE LOD /// TPF T LO
TCE LOD /// TPF
.. .,, _
' is - TCE LOD TPF
TCE LOD /// TPF TCE LOD /// TPF
—
/ 7 /
, , . •
• TCE LOD
—PROPOSED 30'/// TPF —
EASEMENT
AZ RHONDACRUMBLY JAMES L k ESTHER
129 STEWARD
&AUIUNN
TAX NAP 339E-128 TAX MAPIA339B-12
1
"4
Z80736.22ft
SANIOi %IMF„9e OE �BRPHS
C
HANFORD PETER 0 k PINA
•
,
,
, •
' '
PROPOSED 3" SDR-9
CLEAN OUT EXISTING CULVERT PROPOSED 14' WIDTH ACCESS DRIVE
, . - , , , • ALONG EXISTING DIRT ROAD HDPE WATERLINE 3 •
OFF EDGE OF DRIVE
STAGING AREA #1 , . • • ' SEE COORDINATE TABLE SHEET 5 • ••
STA 10+00 TO STA 38+00 , •• .' .
• ,
, • • ' ' " • •
`EXISTING LOGGING TRAIL
CLEAN OUT
• TO REMAIN OPEN
EXISTING PROPOSED COMBINATION SILT
CULVERT FENCE/TREE PROTECTION
FENCE BOTH SIDES OF DRIVE
TAX MAP 339B - 125
N:.
' ,
,
, , ,
—
E:2466419.75ft•
•
—
•
/
. • • •
CONNECT TO EXISTING
X" MAIN WITH RJ
REDUCER
I.
• . • r oOgss
. ' ' '
/ '
, , , • . ,�
•
• —
\
C/
—1
•
\ . . .
GRAPHIC SCALE IN FEET
\ 0 50 100 200
• �• • ,,,,
40
40
30
EXISTING PAVEMENT
EDGE OF
BACKFLOW
ASSEMBLY
.
PAVEMENT
PREVENTION
.EXISTING
CULVERT
.8" .PVC
. EXISTING
GRADE
PROPOSED
DRIVE CROWN
ACCESS
ADD GRANULAR
. AS NECESSARY.
EXISTING
CULVERT
FILL
24" RCP
30
SEE
J
DETAIL 1/6
ACCESS
ROAD IMPROVEMENTS
.
—
(SEE. DETAIL
4/6).
3.5'
MIN.
18" MIN.
,COVER,
TYP.
- — �-
20
I
`
20
�
PROPOSED
12"x4" RJ
REDUCER
CONNE
;T .TO .EXISTING
.VALVE.
PROPOSED
PVC WATERLINE
4" SDR=21
10
18" MIN.
10
PROFILE
0
1 „=100' HOR
1 „=10' VERT.
0
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• N
N
N N
(D r�
co
• O
N
N N
CD r�
• 00
,_
N
CD
N
of
9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00
23+00 24+00 25+00 26+00 27+00 28+00 29+00 30+00 31+00 32+00 33+00 34+00 35+00 36+00 37+00 38+00
K
300 WEST
PHONE:
NC LICENSE
mley* orn
© 2016 KIMLEY—HORN AND ASSOCIATES, INC.OF
MORGAN STREET, SUITE 1500, DURHAM. NC 27701
919-682-3583 FAX: [phone]
# F-0102 WWW.KIMLEY—HORN.COM
KHA PROJECT
015567007
WESTERN
CITY
PUBLIC
OF
JACKSONVILLE
REGIONAL
PERMIT
SERVICES
PREPARED
DRAWINGS
FOR
DEPARTMENT
7
SEWER
NORTH
CAROLINA
SYSTEM
SEAL:
PERMIT
DR,A\JVINGS
SHEET
10
23
NUMBER
DATE
6/16/2022
SCALE 1 " = 100'
DESIGNED BY ZGP
No.
REVISIONS
DATE
BY
DRAWN BY JGB
This document, together with the concepts and designs presented herein, as an instrument of service, 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 adaptation by Kimley Horn and Associates, Inc. shall be without liability to Kimley Horn and
Associates, Inc.
CHECKED BY JJW

Drawings\11 PERMIT DRAWINGS.dwg
E
0
N
N
0
N
11 PERMIT DRAWINGS
11
0
0
0
Permit Drawings
ID
0
N
0
0
Plotted By: Bula,
0
0
•
N
dy
0
0)
NY-
BEGIN CONTRACT
CONNECT TO PROPOSED 36"
PC 250 DIP (BY OTHERS)
PROPOSED 3" SDR-9 HDPE
WATERLINE (BY OTHERS)
PROPOSED 36" 45' RJ BEND
STA ???
N: 376950.2565
E: 2464993.3195
i
'PROPOSED WESTERN
REGION L PUMP STATION
(BY OT HERS)
\ ,
GIN CITY TELECOM
ROPOSED CITY THH-101
EE DETAIL ce"' XX
i
-�
-
• 00
7
2 1-1/2" HDPE TELECOM
CONDUITS BY OTHERS
2 1-1/2" HDPE PROPOSED
CITY TELECOM CONDUITS
WITH 1250# PULL TAPE
•
00 •
PRO' +SED CITY THH-102
SEE D TAIL X/XX
-13 I!DN/M
Pa1-J°J„8 i.
PROPOSED 36" 45' RJ BEND
STA ???
N: 376951.2112
E: 2464986.3132
• PROPOSED ACCESS
DRIVE (BY OTHERS)
0
EXISTING LOGGING ROAD
PROPOSED 36" 22.5' RJ BEND
STA 15+21.99
N: 376780.8319
E: 2464696.5435
00
I
I
I
PROPOSED CLEARING
LIMITS, TYP.
PROPOSED 36" PC 250
DI FORCE MAIN
POTENTIAL FUTURE
ROADWAY
6 0�•
PROPOSED 30' PERMANENT
UTILITY EASEMENT
PROPOSED FUTURE
RIGHT-OF-WAY PER
PRELIMINARY LAND PLAN
PROPOSED 2350 L OF
SILT/TREE PROTECTION FENCE
• NOW OR FORMERLY
SCHAEFFER MILTON TURNER JR & ANNE
6605 SPRING GARDEN DR
• WILMINGTON, NC 28403
PIN: 436701588743
EXISTING PROPERTY LINE
Tc
14"Pine
/Nail EI=16.41
N /F
MILTON T. SCHAEFFER & WIFE ANNE C. SCHAEFFER
D.B. 4367, P. 561
PROPOSED 36" 22.5' RJ BEND
STA 16+82.06
N: 376764.9745
E: 2464537.2632
PROPOSED 36" 22.5' RJ BEND
STA 17+89.72
N: 376796.1164
E: 2464434.2107
WETLAND
BOUNDARY, TYP.
Impact Site #
Impact Type
Area (ac.)
Length (ft)
Site 11
Permanent Wetland
0.014
Site 11
Temporary Wetland
0.008
-
PROPOSED ROCK
SILT DAM, TYP.
PROPOSED 36" 22.5' RJ BEND
STA 19+02.31
N: 376867.4555
E: 2464347.0965
PROPOSED 36" 45' RJ BEND
STA 20+08.02
N: 376959.7389
E: 2464295.5396
PROPOSED STONE
FILTER, TYP.
PROPOSED 2:1 SLOPE, TYP.
PROPOSED TEMPORARY
IMPERVIOUS DIKE, TYP.
PROPOSED 475 SF OF
RIP -RAP BANK STABILIZATION
PROPOSED 25 LF OF
24" HDPE CULVERT
PER ASTM F2306
PROPOSED PUMP -AROUND
OPERATION, SEE DETAIL
9
X00 SEE DETAIL X/XX
PROPOSED CITY THH-103
NOTES:
11.1 THE CONTRACTOR SHALL COORDINATE WITH
PROPERTY OWNERS TO MAINTAIN INGRESS/EGRESS
TO THE PROPERTY.
11.2 SITE PLAN/PROPERTY LINES IN UNDEVELOPED
AREAS ARE FUTURE PROPOSED LINES AND ARE
SUBJECT TO CHANGE.
11.3 MAXIMUM BEND RADIUS FOR TELECOM CONDUIT
SHALL BE XX'.
11.4 CONTRACTOR SHALL CONSTRUCT TEMPORARY
IMPERVIOUS DIKE OF NON -ERODIBLE MATERIAL AND
IMPERVIOUS POLYETHYLENE MEMBRANE.
PUMP -AROUND OPERATION SHALL BE REMOVED
IMMEDIATELY FOLLOWING CONSTRUCTION.
PERMANENT WETLAND
TEMPORARY WETLAND
TEMPORARY STREAM
i
\ PROPOSED 36" 45' RJ BEND
STA 20+28.06
N: 376965.1970
E: 2464276.2621
GRAPHIC SCALE IN FEET
0 20 40 80
20
PROPOSED 3"
WATERLINE
15
10
�J_
5
0
1-
z
0
N
L
z
0
w
co
0
0
0
N
SLOPE UP
z
0
0
0
6
N +
w
o-
oQ
z I -
5' MIN.
COVER,
TYP.
ELEV=11.02
=BEGIN CONTRACT
PROPOSED 36 RESTRAINED
STA 12+00.00
PROPOSED 36" FORCE MAI
BY OTHERS
CAP
rn
m
ELEV=10:47
PROPOSED 36"
22.5' RJ BEND
STA 15+21.99
PROPOSED. 36" FORCE MAIN
EXISTING GRADE ALONG
PROPOSED FORCE MAIN
ELEV=8.70
PROPOSED 36'-
22.5' RJ BEND
STA 16+82.06
3' MIN.
COVER
PROPOSED FUTURE
ROADWAY GRADE
PROPOSED 475 SF OF
RIP -RAP BANK STABILIZATION
PROPOSED GRADE ALONG
PROPOSED FORCE MAIN
2' MIN.
COVER
PROPOSED 24"
HDPE CULVERT
SLOPE UP
0
z
w
CO
0
CO
CO
+
0
N
ELEV=7.07
PROPOSED 36"
22.5' RJ BEND
STA 19+02.31
PRO=ILE
1 "=40' HOR.
1 "=4' VERT.
-5
PROPOSED 36"-
. 22.5' RJ. BEND .
STA 17+89.72
ELEV:
ELEV=2.34
2.56
PROPOSED 36"
45' RJ BEND
STA 20+28.06
PROPOSED 36"
15' RJ BEND
STA 20+08.02
20
15
10
5
0
-5
6I
N
co
a0
N
co
0
1
c0
1
co
1
0
1
ri
0
co
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0
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11 +00
11+50
12+00 12+50
13+00 13+50
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
No.
REVISIONS
DATE
BY
This document, together with the concepts and designs presented herein, as an instrument of service, 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 adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and
Associates, Inc.
KimIey» Horn
© 2016 KIMLEY-HORN AND ASSOCIATES, INC.
300 WEST MORGAN STREET, SUITE 1500, DURHAM. NC 27701
PHONE: [phone] FAX: [phone]
NC LICENSE #F-0102 WWW.KIMLEY-HORN.COM
KHA PROJECT
015567007
DATE
6/16/2022
SCALE 1" = 40'
DESIGNED BY
NDR
DRAWN BY
JGB
CHECKED BY
ZGP
WESTERN REGIONAL FORCE MAIN
PERMIT DRAWINGS
PREPARED FOR
PUBLIC SERVICES DEPARTMENT
CITY OF JACKSONVILLE, NORTH CAROLINA
SEAL:
PERMIT DRAWINGS
SHEET NUMBER
11
OF
23

z
z
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Q
z
0
GO
GO
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W
0_
N
GO
z
GO
GO
0
0)
z
GO
z
0
GO
IG
GO
GO
0
Q
z
GO
GO
GO
0
GO
a
N
N
GO
GO
0
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GO
m
GO
0)
GO
0
0
GO
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N
N
0
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GO
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0
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0
0
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GO
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0
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NOTES:
PROPOSED 36" 22.5' RJ BEND WETLAND ��5 \ �" -/' \ \ �S
_ - - - / STA 25+83 37 I I PROPOSED CITY THH-W4 \ \ \ \
BOUNDARY, TYP.N: 37687O 598
IMPACT SITE 12
I _ 12.1 THE CONTRACTOR SHALL COORDINATE
1�OTEt�TrA� F TUR€ PROf�OSED\ RQC �EE DETAIL X/XX \� WITH PROPERTY OWNERS TO MAINTAIN
/
_ _ E. 2463'758.60 1 L,p i ROADW Y CHECK DAMS 1Y I I / ITO THE PROPERTY.
- - � � �� A I / III I � � � - INGRESS/EGRESS
- _ PROPOSED 36" 22.5' RJ BEND � _� .- - V � / I / / � � %'_ - _
� �E �o.
/ PF / /WO
_
STA 25+11.89 _ -�®®�_
• / /
N �6a37.5572 ,� ��' - �- -- / Vic- - _ _ rc \ / / / PROPOSED 236 L� OF
y y - E: 2463822.9228 / .",� �_ _ =c- - - �o�-/ �P - V �� 6� �� SILT/TREE PRO�E��ON FEN�EV
-- � /� _ 30 � c_ o� � r_AI � ,�� i �� � A
• � � cE �\ �� PROP 3� P� 250
III
�I
1 y
12.2 SITE PLAN/PROPERTY LINES IN
\ I-zT UNDEVELOPED AREAS ARE FUTURE
�� PROPOSED LINES AND ARE SUBJECT TO
I A V A� � � \II �,r / -"��� � � � \ CHANGE.
� V \li I
,� _c �o► / i 12.3 RADIUS FOR TELECOM
OPOSE� 36_L.25' RJ BEND - - _ / P DI� (�RCMAIN� •
P� -. _ ��. 7- ��•'�' �E �o►� y\� y \� ��� FILTER TIP\ \ I i I MAXIMUM BEND
'� FL ROPDSED STON �I
STA 24+3 B5 i P
N 76832.5490 ���` TCE coo/ �-�� 60 CLEq �iC�i1� /// T.= ao � �.\ �� A CONDUIT SHALL BE XX'.
-1 /2" --HDPE_ PROPOSED i i _ RIIV6� __ �_w �_ // /
.�� PRO� SED ?� L /
E: 246 89 .7679 // rcE -
-CONDUITS
WETLAND
ill
_ - TELECOM ` �00 27' �� APERMANENT
� ° �/A/rPF �_[ � �#���1A� ��� ��
�''��`
G
TEMPORARY WETLAND
- - WITH 50 PULL -TAPE ���.a'��s� EP,ASTM-f�2S`06
#
= ��®�r�
:18-11-1DP-E-CULVERT-
TCE
/ 7CEL0�///7PF
TEMPORARY STREAM
�riLOD //7PF I p�
®���I� T-7����
/J
Impact Site #
Impact Type
Area (ac.)
Length (ft)
/ rPF V - / ; �,2,N �"
ej
Site 12
Permanent Wetland
0.0002
rig.
rcE pop /� i •..�,���� �00 j
e4"�
���%. ����,�
Site 12
Temporary Wetland
0.001
,�
rcE � �\ VA ��� o•; Nri
WETLAND
�'
PROPOSED 36"_
22.5' RJ0BEND
STA 222+49.45
N: 376855.9016
E. 2464083.7286
z
//,
/ /
/
BOUNDARY,-TYP �..�s®�i��, 1 j�1��/°o �/ ��/i
PROPOSED f/PTURE
15, / / ,�'�:®��,!. \ RIGHT-
� / � PROPOSED 1175 SF I PRELIMINA��''
7V / "KEYED IN" RIP -RAP PLAN I
F BANK STABILIZATION 1\\
'•.��� / -��
/ '5` \ \ .EXISTING LOGGING ROAD
'
�/ / /TA
/ / \ \III
�/ ( / EXISTING PROPERTY LINE - I
�`' j / /
/ . /\
/STA
/ / �9� - //
/1/
\ \ / \ \ - _ % %/
1 �i��i
°�e.
, N \
I III 1
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)9� \��� V
AY
LAND
\\
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7
PROPOSED 700 SF 'ROPOS�D 3I5�
�II "KEYED IN" RIP -RAP QOD MAT TEMPO
• BANK STABILIZATION G pr,I 1
\A RROP�SED 0' I�E�MAt�
I • / 0 UTILIT� EASMEflT1
. / / I
PROPOSED I4VV/ ASSEIIBL�Y
/ / SEE DETAI TX XX
30+ 0.01
// // N: 137722 5 5
/E: 246343. I
/ I \ rcE4.00A///,.
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GRAPHIC SCALE IN FEET
0 20 40 80
30
1-
D
a
1
i
1.
1.
0o /
\ .
\
\
\
\
30
25
,,,
PROPOSED
GRADE
PROPOSED FORCE
ALONG
MAIN
PROPOSED
STA 30+50.
RIM=25.00
\
\.
\
. \
1
ALL CONCRETE,
DELETERIOUS MATERIAL
SHALL BE PROPERLY
ASPHALT. OR. 0-HER
REMOVE
DISPOSED
OFFSITE •
l\\. . . .
\
.
25
N REST. JOINTS
22+09.45
D REST. JOINTS
•A 22+89.45
;IN REST. JOINTh
24+18.85 •
ND REST. JOINT
TA ,26+23.87
10% MAX.
SLOPE, TYP.-
i
i
\
PROPOSED GRADE
PROPOSED FORCE
ALONG . I
MAIN
•
.\\ . . // \
\-
\
-PROPOSED
OF R
1175 SF
P-RAP BANK
FUTURE ROADWAY
GRADE
ALL BANK STABILIZATION.
CROSSINGS.
�-
c
'1'1i11
III1
1 -_ -
1=111= -I
I
I
I-
/ -
\/
\ - -' -
L.� .
STABILIZATION
/
/
1111-11111111=III=III=
=1 =_-III=1
20
�I 1=1
1=1 1=1 1=1 -III-I
- III -III -III
-I I�
20
_
c�
m
_
Q
N
- -
. \ .
z
w
�.
r-
10� MAX. SLOPE,
ALL BANK STABILIZATION
. CROSSINGS
TYP.
.
0
m
Q
i
EXISTING
PROPOSED
GRADE ALONG.
FORCE MAIN
,�,
�„
�_
/
/
=. < t
. PROPOSED
700. SF. .
. . . .
FIII\
. �I
. . .
1
11111\11111\11111\11111\1111\
I-III-III-III=1 I-III=1
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11111\111111111
_
III=1 I 1=III-I
\%1 I\I
1111111 ,
2
I COVER
Id
f
MIN.
BEGIN REST. JOINTS
STA 33+41.16
---
OF RIP -RAP
BANK
PROPOSED 18
HDPE CULVERT
c-11
_11=w
-III
u=
- -
STABILIZATION
15
4,
15
PROPOSED
22.5'. RJ. BEND.
STA 22+49.45
36".
�
•~•=l
=••
PROPOSED
_
36"
PROPOSED
22.5' RJ BEND
STA 25+11.89
36" 22.5' RJ
STA 25+83.87
BEND
.
o' MIN:
COVER;
SLOPE UP
_ SLOPE. UP
PROPOSED
36" 11.25'
FJ BEND
TYP.
-
. . . STA
4+38.85
.
10
10
PROFILE
q ELEV=9.63
ELEV=10.19.
1 "=40'
HOR.
PROPOSED
36" FORCE
ELEV=10.48
ELEV=9.48
5
q ELEV=7.21
q ELEV=7.36
q ELEV=7.50
1"=4'
VERT.
MAIN
q ELEV=10.36
5
O
Oo
0
Oo
N
0
6u7
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0
u7
Oo
u7
N
N
N
u7
if3
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O
Oo
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f<
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4
N N
CO 0
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0 rti
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21 +50 22+00 22+50 23+00 23+50 24+00 24+50 25+00 25+50 26+00 26+50 27+00
27+50 28+00
28+50 29+00 29+50 30+00 30+50 31 +00 31 +50 32+00 32+50 33+00 33+50
K
300 WEST
PHONE:
NC LICENSE
•
Tinley* orn
© 2016 KIMLEY-HORN AND ASSOCIATES, INC.
MORGAN STREET, SUITE 1500, DURHAM. NC 27701
919-682-3583 FAX: [phone]
# F-0102 WWW.KIMLEY-HORN.COM
KHA PROJECT
015567007
CITY
WESTERN
PUBLIC
OF
JACKSONVILLE
PERMIT
SERVICES
REGIONAL
PREPARED
DRAWINGS
FOR
DEPARTMENT
7
NORTH
FORCE
CAROLINA
MAIN
SEAL:
PERMIT
DR/\\JVINGS
SHEET
12
23
NUMBER
OF
DATE
6/16/2022
SCALE 1" = 40'
DESIGNED BY NDR
No.
REVISIONS
DATE
BY
DRAWN BY JGB
This document, together with the concepts and designs presented herein, as an instrument of service, 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 adaptation by Kimley Horn and Associates, Inc. shall be without liability to Kimley Horn and
Associates, Inc.
CHECKED BY

z
z
z
Q
z
0
GO
GO
z
w
0_
GO
0
z
GO
GO
0
cn
0
GO
0
m
z
GO
'6
GO
GO
0
0
GO
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0
GO
GO
z
z
0
E
Q
0
0
N
N
0
N
GO
11
cn
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Q
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GO
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11
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0
0
0
11
m
T
m
a)
0
0_
NOTES:
,
11��/'
/��
- _ _ - - - - - /" I I ' I 13.1 THE CONTRACTOR SHALL COORDINATE WITH
I I 1 PROPERTY OWNERS TO MAINTAIN INGRESS/EGRESS
- 1 I\ TO THE PROPERTY.
1/111 ///
�� _��/ / V - I I \ 13.2 MAXIMUM BEND RADIUS FOR TELECOM CONDUIT
_ _ - I � � � � / �// SHALL BE XX'.
//
/
/ �\
�
PERMANENT WETLAND
/ -
TEMPORARY WETLAND
- - - - �� - - - - - - - - - - - -
TEMPORARY STREAM
�-- - � ��_ 5,��-----_ I �/ / // I RIMM35.36 �
� L ------- ------------- -- --- 1 IN 2b.30/� �-
_- -
_ �� _ __--
� y_
--- �//// 1 #3�
T i I N-- 78 553.1 @0�
E=2, 4,66560- - - - -
/
-- _2
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= -"''"^---^�`
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mnn -nm
_ 4 FM ... - FM fM _
TP 31.81
/ - - - - - - NORTHWEST CORRIDOR BOULEVARD 1
PROPOSED 28' SEWERAGESR 2133 I / WV 4a 1
\ I FORCE MAIN CORRIDOR / , SOP 34.81 �._:� Z I WV � I
200 \ \ R/WT N 32.42 I
EOP EOP TOP 34.88
'
TB-M--B- - - - -DUAL RUNS- 1- „ H-DRE - - - - - --PROVOSED 44SY-OF -CURLED- - - = ACP #13
TON 32.15 -
I - - - - - _
\
- ' RDPOSED �JIY _
>
_ =e� o� - - - -
I
- 6e D NA+L \
_O�QSE-0PROPCITYTELECOM WOOD _MAT HEMP-0ORtfi�ING WV I
��
errs 8--PIN
TH I-1r3 �0P /34.58
m PROPOSED CNT`Y THH�1�4
> CONDUITS -WI 1-25-Of-PULL TAPE-
ELEV. 33.80 -� - _ _
E DETAIL X XX - TON 32.
o
SEE DETAIL X/Xif
_ _ - 7
-
co -
• - - - PROP D CLEARI�G
33
wv �rV I 34 wMH LIMITS, YP. WOP 32.s
TOP 33.58 \5
TOP 32.53 WV ��i ��
- o r0 TON 1�
TON 30.85 TON 32.46 TO 35.85 RIM 3 /
/
_
PVC PIPE
- -� TBM D
wv 60 D NAIL
I TOP 38.11 IN 10" PINE/
TON 36.33 ELEV. 40. !
�� 7rN 33.72 BOTTG
L-C
/ TON 33.38
ELEV. 34. ►.
-
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/136, 2
Impact Site #
Impact Type
Area (ac.)
Length (ft)
fi - fi
BOTTOM 31.12
SILT/T EEI PR0TECTIO FbNctV I I
p
D
�?�
BOTTOM 28.99 /v��
PROPOSED 36" PC 250 „ /
SINGLE RUN 1 /2 HDPE ,6 65�
DI FORCE MAIN, TYP A
Site 13
Permanent Wetland
0.010
\ /
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it
I
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TEMPORARY
7- \ PROPOSED COUNTY TELECOM x P j -ARCEL 1
/ // \
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0.010
-
I \ \
\ 1 I I
PROPOSED 20'
CONSTRUCTION EA EMENT
- / /
CONDUIT WITH 1250# PULL TAPE ,� �� �� - - -
I
i
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/
-
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RATION
SCALE IN FEET
0 20 40 80
35
EXISTING
PROPOSED
GRADE .ALONG
FORCE MAIN
----%
-
. . . .
. .
-.--"- .
\
EXISTING
PVC FORCE
APPROX
6"
MAIN
INV=29.66
--r--
/
// .
• --___------
- . . . .
.
35
_ .
�. .
.
. . . .
. . .EXISTING
PVC WATERLINE.
.10".
\`
,
/.
V
.
30
---.-_.�\�r
_
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GAS
APPROX INV=3033•
8"-
LINE.
.
30
- SLOPE UP
-
\
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/
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/
/
/
EXISTING
SANITARY36"
12" PVC
SEWER
. INV=24.95
.
.
ELEV=
PROPOSED
. . RJ VERTICAL
31. 6
1
11. 25'
BEND
25
\ /
-I
STA 127+08.62
25
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2
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20
ELEV=24.49
q ELEV=24.12
ELEV=23.77
5' MIN
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TYP.
20
ST. JOINTS
15
. q
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q• ELEV=20.96
PROPOSED 36"
MAIN
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FORCE
. . . .
ELEV=21.41
. . . .
4
CO
N
PROP
RJ VERTICAL
STA '
9SED 36" 11.25'
BEND
26+62.64
15
• PROFILE •
ANTI -SEEPAGE
COLLAR • AVTI-SEEPAGE
COLLAR
BEGIN RE'
STA 1264
PROPOSED
SEE DETAIL
PIPELINE CROSSING
13%22
10
1 „=40' •HOR.
1 "=4' VERT.
. . STA. 122+32.17
SEE DETAIL
12/22
STA. 123+27.43
SEE DETAIL 12/22
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K
300 WEST
PHONE:
NC LICENSE
•
mley* orn
© 2016 KIMLEY-HORN AND ASSOCIATES, INC.
MORGAN STREET, SUITE 1500, DURHAM. NC 27701
919-682-3583 FAX: [phone]
# F-0102 WWW.KIMLEY-HORN.COM
KHA PROJECT
015567007
CITY
WESTERN
PUBLIC
OF
JACKSONVILLE
PERMIT
SERVICES
REGIONAL
PREPARED
DRAWINGS
FOR
DEPARTMENT
7
NORTH
FORCE
CAROLINA
MAIN
SEAL:
PERMIT
DRA\JVINGS
SHEET
13
23
NUMBER
OF
DATE
6/16/2022
SCALE 1" = 40'
DESIGNED BY NDR
No.
REVISIONS
DATE
BY
DRAWN BY JGB
This document, together with the concepts and designs presented herein, as an instrument of service, 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 adaptation by Kimley Horn and Associates, Inc. shall be without liability to Kimley Horn and
Associates, Inc.
CHECKED BY

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NOTES:
�
IMAINJv
� �''
,P& is
IDII
PROPOSED LF� 250 FORCE PROPOSED
H/C RAMP to
OF SILT ENCE S UTILITY
okBEGIN CONTRACT)
CB SCATTERED\SHRUBS
TOP 51.98 �Q S- A3+28.07 BUSHES
c< INV. 47.88 \\ DRIVEWAY
0��\\ 51 [BILLBOARDSIG�P\
N INV. 4:." TOP 51.41 •E L /
20' PERMANENT �� PROPOSED 2 PRMANENT-
EASEME T UTILITY EASEMENT
>> I I \ y
sp o' DO( \
IN FENCE w� l l �TN ASTE fNER PROPOSED 150 SY 0 PROPOSED 5�' TEP�FARY
PROPOS D AVV / / sipF GY R/W PROPOSED 5O LF CONSTRUCTION EASEMENT
ASSEM LY #7 / / / / PfR Me 3g P�oR SOEESDETAILILT NXEXX SEETEMPDETAIL 0227011 ORARY TYPE 1 DITCH LINER 49pROPOSED 200 SY OF \
SEE DETAIL �/XX / /\ / / 2p sT / PROPOSED 15' PERMANEt�IT TYPE 1
TEMPORARY
14.1 THE CONTRACTOR SHALL COORDINATE WITH
PROPERTY OWNERS TO MAINTAIN I
TO THE PROPERTY. INGRESS/EGRESS
14.2 "X" SYMBOL INDICATES TREES TO BE REMOVED IN
THEIR ENTIRETY, INCLUDING STUMP AND ROOTS.
mw.-a7. 6 / rP1
�� v �� �;i'��'4
d :_ � _,i,.�«.} 4 ;53
N \ +i • 1.' ' - IL__ �___ �:� �y
���%=1.==y�`>,�r:� )�Qb52
STA 1 +68.66 /J 5
o / [UTIUTYEASEMENT DITCH LINER
377664.2426 �/ /� APPROX. 50 LF FROM I SEE DETAIL 0227011
E:2, ;, °o //
PROPOSED 10'TEMPORARY
14.3 ALL WORK IN PROGRESS ENERGY EASEMENT SHALL
,� N VA ...,,
\N \\ ,• �� O / �rri �3: ►�`��r�. -+
\ �'\ • © 1.'' � �
V O �-�����
\
\ / \ \ 0- ` ` •,
®
i o PROPOSED FORCE
_ TP a CONSTRUCTION EASEMENT
=� �;_ _� / a MAIN TO STR 54a
• BRUCE S. BURTON
/
�l / rCE D.B. 2569, PG. 906--
_ -
5
HOUSE
PROPOSED
36" PC 250
DI FORCE MAIN BRUCE S. BITRTON I
D.B. 2569, PG. 90�
TAX MAP 322, PARCEL
/
FOLLOW THE DUKE ENERGY TRANSMISSION
RIGHT-OF-WAY GUIDELINES RESTRICTIONS.
/
\ -16 ill,
\ o�_- ��� ����r.-�
\ \ _ �`�,r'C-
'o '�
- � `�-
\G 011,4„,„___________________.,2...._,��
-
/// T F CB TAX MAP 322, PARCEL 6
� T 1125 PONY FA RD.
+pn INV. 47.30 / TCE Lpp /// TPF /
/ 1125 PONY FARM RD.
\
�
14.4 STAGING AND/OR STORING MATERIALS WITHIN THE
PROGRESS ENERGY EASEMENT IS NOT PERMITTED.
�
\ �
�- ��
10' PHALT - - -
�A V•� \� _ - - - - � � =- � �\ NO � c /
V � �V /(; A � �! � - � WV �1� r� � ' - X - TCE
10' GRAVEL
DRIV� � DRIVE
/
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vA - •� - _ Lo0 /
� TOP , - � � :� � �__�-� �X ' LL PIPE // �'PF
\ \\ / y \ N.
I��
48'T� F
'Tr
/
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� 7+00 LWH 9 TCE LOD ///1$PF` • -
]►ts't•.�- C� r+FFJL r� � a '��nJii: .� '���.�
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TC O���SG��' TREt
� � .. _
D p D
_
\ .�1 C � .G
�
SEWER GATE \ 01 �%9 ®� :ow TREE
\o\ 60, R r -r / ii i ;�`�
\ ROW
p p
Impact Site #
Impact Type
Area (ac.)
Length (ft)
_
\ o _ - _ 1 00
VALVE ;.o k
\ ig /� \r - _
\ \ �� \ \� \ w I� - - I - \
I s
T
/:11/ it/WI/7M/AsivorelpriPm!D p DSite
MAI
16
Permanent Wetland
0.063
SRC _ r_T-�
_ _u__/w
\ 40 d _
,� lf
oll _ __...
\RP"
-ram -o
D
Site 16
Temporary Wetland
0.017
�.����,�x _AMIli
IlD - -F
u- l 'fir
ilki
TRAFFI 0
\
emu_ � ��. 5 SHRUB,
/ �-� / �isa��,�ir.� t11T
.:�._ •
\ 9.
,�� _ ��'v� ���� FM
�- - - ®
ro TVF� _ _�
SIGNAL BOXES _
` l • =
�
aci_
TRAFFIC c \ "'o \ \ \
SEWER GATE VALV
`�„
/ -u =- u, �- �w
- Fo- u =
G= - - =
J�� v \ - -
PERMANENT WETLAND
1 00 \\ .- '
SIGNAL POLE / \ \ \
�� N ,TO,P 50.64� X ,i'\ ~�� 12\
`
��
_ /� - _
I -u_
+ i M �
y � �� -
TEMPORARY WETLAND
/ �� �) °V A
_
u�y/� u
'� / �52��
ANN\45.00 ,�N4/ -f .
o
A
IMPACT SITE 16
TEMPORARY STREAM
V
� / I� A\ T�A��IC S�`
� �
`�\ / /
�
�o V / •6�
� / / -EOGE OF _-_ '� _�-Zi ---.
� I / •-w=
__--
�� ,KPH \ N SIB A PKF 7 A \
TRAFF�C � I/ I 4 .\ � N= 7 �:.563 \
ARM \RAFFIC E ,/69.75 �,,./V
:��\i/ I JUNCOPTIC / / -1- \ _ � w- _ -
•
� /� OX� / �/ / /\CBw ���- -_�� � /SIGNAL
� � / /
/���� //�/ ��-TOP 51.93_ _-_---- ----52\c/
�INV. 49�5'fi��WM -
CP\,c-t�'��O�11 kF P� V�/ A o\ /� INV. 47.98,
gg P �VA / � / \
;I\BER
/ / G� IBEX OP ®�-�� � \ �� / �\ �\ \FFIC PROPO-'�36/��R/J 22.5' RJ BEN°\�'o
2-SEWER ��t170. z0si •1 '_� r�STA-�.8V� / AWN 16.E COPROPOSED
G TE VALVES/• WITI� - . - �..-�,, ,°iC Y- - .: H � \NAL BORE$ / 15" RCI� �� TBM
p \/ T
L\ _\ N: 377 �.02 0 60 NAIL\� S� :LC@PISQ• :����j�H �''.►`�'4 aELEV.�S \
/
�` ��;. �T►�n - '�� 245 b8. 5 \
=
RPZ- -- - --- -- - _-
CITY TELECOM CONDUITS6o DvvAIL _
DUAL RUNS 1-1/2 HDPE� �PINS TREE TBM�Soo
WITH 1250 PULL TAPEELEV. 53.30 PROPOSED STONE FILTER
\INLET PROTECTION, TYP\
/
EE DETAIL X XX
/�,
`��N°
�MH ®-�A �O �T,. \ ��.: � ��....\ H C t 4 � �N \ V A / / / �' ��� S\
/ '� � � ' RAMP \V A \ c � / \
/ / ONSLOW COUNTY
i RIM 49.1 ��. ,I �,. �_ v . \ l
'. . - X / `\ �d / \
• TO 47.�7 ',/ _,, A / <" / / / / GRAVEL ONSLOW/COUNTY ELECTRICAL BOX FARM BUREAU INC.
/ PARKINGFARM B REAU INC. ON CONC. PAD D.B. 4032, PG. 117
`�- �� A / / / LOT D.B. 4 32, PG. 117 M.B. 68, PG. 69
�\// Q �• <O; . IN 46.G$�p . p / / M.B. �68, PG. 69 /
��•
/ / s ` • • \ ' �� ©�®�y A\ y \ a o TAX MAP 322, PARCEL 5.2
/ // / 1 / v ' �. _ � , , � ° /1 �� '' ,���°�� \ \QV� '/ A \A a TAX MAP �22, PARCEL 5.2 I 3965 RICHLANDS HWY
/ // / ) ,/
CO
\ \ 9>)\ \ - \ I
y& 4 i TON 47TOP �5�L \\ / �l �l l
AD
i „,y TEMP DIGITAL
� P 49.73 / a 13 o / /
V O• �rRY \ WV A \o /
CO (A,
%, ���� '`� ��i%/ ON✓ Asoy/SIGN TO 46.63 ®� ( To /\ �/� \ 'P�
' / 2> �' � SEWER ATE VALVE • / / � `
yew - GAT', " . D ,N�fR L� �� / �� \ TOP 49.27 �" .• / / / /
� �P L TOPS 45.67 /
/Sj��{ L/= ���1 WV �\ �V • lid l l V ,
• .•% �.��/„':I� i TOPA50.29 \ \ / /
�� .�/ 0 TON. 4\9.09 / /� /
�� ��' , �� i FORCE MAIN O� '• o /
k -° V A (TAKEN FROM a a $ / VA /
\ // / / ' '/ PROPOSED WESTERN v \ DESIGN PLANS) / / a z /
NOT'NPAINTED A / a \ I' \�
j/// �?r., REGIONAL FORCE MAIN / A / / / / / \ /
/ / I
A\
\
JOHNNY J. & S ATT
D.B.\350, PG.
M.B\ 9,
TAX MAP 322
3983 RICHLANDS
I
/
I 1
I A �
N BURTON \
A9
G. 6 1
PAR EL 5
�WY A
I \
��
I
/
/ _
- _ - / - -
GRAPHIC SCALE IN FEET
0 20 40 80
/// /// \ SEGMENT 1 (BY OTHERS) z / V A / / /
/
55
....
....
....
EXISTING 0.5"
FIBER OPTIC
EXGISTING
....
.
-
....
. . . .
.
...
-EXISTING
.PAVEMEN-
....
EXISTING 2.5"
PLASTIC CONDUIT
EXISTING
TELEPHONE
....
.
0.5"
....
....
....
ELEV
....
52.48
....
....
....
....
....
....
....
....
....
....
....
....
55
EXISTING 8"
• WATERLINE
.EXISTING 2"•c3-1
TELEPHONE
_
. . .
-EXISTING
-ELEPHONE
2"
EXISTING
FORCE
- -
��
8
MAIN
- - - -
.
f ii����iii
EXISTING GRADE
ALONG
50
EXISTING 12"
• WATERLINE
,.riiIW
I �//�►//////
��-j/i/////
EXISTIN
S 2.5
EX�STINC
0.�"
PROPOSED FOP,CE
MAIN
50
45
FUTURE 24"
aNV;4510-
FUTURE 30"
INV=44.96
RCP
RCP
, ,
,.
J
_
�. EXI`T1NG
UG
'
STEEL UNKNOWN
EXISTING
FIBER OPTIC
EXISTING
. . INV=47.55
0.5"
,,. 1
18 RCP
1:1
2'
SLOPE
MIN.
(
`
r [FIBER
OPTIC
. .
Si OPF UP
SLOPE
ELEV=43.24.
UP
5 MIN.
COVER,
. TYP.
45
- -
1:1 SLOPE
2MIN.
- -
-
_
-
-
. . .
ELEV=40.00
--
40
PROPOSED
F 6 VALV
36"
_ -
-
PROPOSED 36"
N
ELEV=43.02
ELEV=42.70
40
-
11.25' RJ BEND
J
o
(BEGIN. CONTRACT)
SEE NOTE
STA 10+45.75
6.4
- --
__---
- - -
ELEV-42:83
-
oN
z
,n PROPOSED
1'.25'
Lri STA
36"
RJ BEND
13+30.84
STA 13+78.49
. . .
QO
. >o
. .
0
-,O
.,o.
',,
PROPOSED .36'
FORCE MAIN
ELEV=41.45
-
. . . . -
35
PROPOSED
20'x40'
BORE PIT 1-
z
z
r
(r).1
ELEV-40.23
-.
a
o
M
PROPOSED.
a RECEIVING
20. x20
PIT
0Nrn
N
0
�.�
o
N
a II
END REE
+ .
a .
35
BEGIN REST. JO
BEGIN C
STA 10+
7
.APPROXIMATE
LOCATION
w
N PROPOSED
45'
. STA
36"
RJ BEND
13+20..84.
O N E
PROFILE
EXISTING 16"
.HDPE FORCE
MAIN .
50 LF 54" STEEL
CASING
-
1 "=43'
1 "=4'
HOR.
VERT.
30
30
N
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Ln
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Ni
Ln
Ni
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Ln
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Li)
Ln
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Li)
c0
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Ln
00
c0
00
O
00
O
00
9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 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
K mley* orn
© 2016 KIMLEY-HORN AND ASSOCIATES, INC.
300 WEST MORGAN STREET, SUITE 1500, DURHAM. NC 27701
PHONE: [phone] FAX: [phone]
NC LICENSE F-0102 WWW.KIMLEY-HORN.COM
#
KHA PROJECT
015567007
CITY
WESTERN
PUBLIC
OF
JACKSONVILLE
PERMIT
SERVICES
REGIONAL
PREPARED
DRAWINGS
FOR
DEPARTMENT
7
NORTH
FORCE
CAROLINA
MAIN
SEAL:
PERMIT
DRA\JVINGS
SHEET
1
2
NUMBER
4
OF
3
DATE
6/16/2022
SCALE 1" = 40'
DESIGNED BY NDR
No.
REVISIONS
DATE
BY
DRAWN BY JGB
This document, together with the concepts and designs presented herein, as an instrument of service, 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 adaptation by Kimley Horn and Associates, Inc. shall be without liability to Kimley Horn and
Associates, Inc.
CHECKED BY ZGP

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/ / /
/ PROPOSED 400 SY\OF TEMPORARY / PROTECT, RE AIN, AND ADJUST \
/ TYPE 1 DITCH LINE I / EXISTING WAT R METER, TYP. \ EXISTIN-G POLE TO BE 15.1 THE CONTRACTOR SHALL COORDINATE WITH PROPERTY
SEE DETAIL o227O1� / PROPOSED 15 SY OF TEMPORARY SUPIORTED OWNERS TO MAINTAIN INGRESS/EGRESS TO THE
Impact Site #
Impact Type
Area ac.
Length ft
g ( )
/ YPE 1 DITC LINER
PROPOSED 15 PER ANENt PROPOSED \15 PERNfANENT PROPERTY.
027011
Site 16
Permanent Wetland
0.063)
UTILITY EASEMENT SEE DETAIL UTILITY EASEMENT 15.2 "X" SYMBOL INDICATES TREES TO BE REMOVED IN
/
Site 16
Temporary Wetland
0.017
�� PROPOSED 10' TEMPORARY THEIR ENTIRETY, INCLUDING STUMP AND ROOTS.
PROPOSED 10' TEMPOR RY �
—EXISTING POLE TO BE \ V � � CONSTRUCTION EASEMENT
EXISTING POLE TO BE CONSTRUCTION EASEM NT
SUPPORTED
PERMANENT WETLAND
SUPPORTED
PROPOSED 345 SY OF TEMPORARY
TEMPORARY WETLAND
/BURTON
PROPOSED CLEARING
TYPE 1 DITCH LINER
w BRUCE S.
TEMPORARY STREAM
D.B. 2569,/ PG. 904
EXISTING POLE TO BE TA MAP 322/ PARCEL 6
—'
LIMITS, TYP.
/ ABANDON'
1
-
�S
3
BA DONED
HOUSE /
WOODSLINE SEE DETAIL 0227011
OVERHEAD GAROLYN MORGAN BLACKMON — �oHP
5
\ \ SUPPORTED 125 PONY FAQ-R�
ORNAMENTAL PROPOSED PC 250
36"
PROPOSED 5' TEMPORARY JAMES EAR TAYLOR LIGHT HOUSE DI FORCE MAIN
'G.
•
//
10'ROCKDIR
-50 — 1
/
POWERLINE
SERVICE
CEDAR
TREES
—
D.B. 642, PG. 46�Hp �
M.B. �,—P��4
T {e1A�322 PARCEL 8.2 PROPOSED 575 LF —
—
�'
I LWH — 1175 �N FARM RDo
OF SILK FENCE
CONSTRUCTION EASEMENT ■ : 1203, 874
LOD //// TCE
—KTR!'
PORCH
•�
—
TAX P 32 PARCEL 7 • TCE _ oD /
y
TCE LAD-
114 PONY FARM R:A 3-2 t 8" LOD /// 42.11
/ TCE LWH
GW rv�r�.
� 16.6'
„ p ;�
• o o
dHo�°�
oHP
22.4' 3 OP SEE DETAIL X XX
LSD // TCE ARV PECAN /
— NO OF SWALE
TREE
HARD uA DOGW : =]8 di)
/// T•IN
— ---- o LOD //�
5 �� .
) SOW' L�,iyI /0.96
.
� TREE Epp
-oO- '0HP' °29
LP ..
: % 26+00
— 714000 :
00— p p UO / PECAN
\
�-.: — — ——
—
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—
-
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.
— — ED— — ►Q @ �t ---- END OF 32+00
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�
A
RU _ RAW HALT
' R�11
�
.� r=;r _ GRASS DRIVE _
15" RCP -TM. 41.85 N� PROPOSED STONE FILTER S
�� ISS GL ACROSS
0
,
PROPOSED CITY
— PROP
oo-,� _ '` .49 •: INV. 4 INLET PROTECTION, TYP DUAL RUNS 1 1 2 HDPE ADDRESS
PROPOSED CITY TELECOM CONDUITS LEV-50 0= ADDRESS
-�� 2�'t - � � SEE DETAIL X XX THH-202 � _ POST 4POST
40 / \ WITH 1250# PULL TAPE SEE DETAIL X/XX — _
BOA � � /' �\ � � TRH —TO_ BE
_ — — FH TBM PROPOSED 6 SY OF TEMPORARY / \ i9� PRESERVE
BOLT CLOSEST TYPE 1 DITCH LINED / — — , — — — - DO NOT DISTURB
To "M" IN SEE DETAIL 02270/11 — \ — — — — — — —
MUELLER / / / JOHN J. & DAVID M. BUR/TON - —WITHIN 15' OF TREE
ELEV. 50.96 / / D.B. 2569, PG. 901
/ \ TAX MAP 322, PARCEL 1
7 1140 PONY FARM RD GO PROPOSED 4Q LF TREE
I �g PROTECTION FENCE
PROPOSED CITY _ _ /
THH-201 / /
SEE DETAIL X/XX / / , — —
/ / / /
/ / / /
/ / / 7
/ — —
GRAPHIC SCALE IN FEET
0 20 40 80
55
55
50
ELEV 51.29
EXISTING GRADE
. PROPOSED
ALONG.
FORCE MAIN.
50
45
SLOPE UP
. .
_ . SLOPE
UP
45
5' MIN.
COVER,
TYP.
•
40
q ELEV=43.21
q ELEV=43.40
40
ELEV=43.68
PROPOSED VAU
STA 29+75.00
RIM=51.79
—� ELEV=43.51
•
STA 29+20.00
STA 30-20.00
35k\—q
. . .
ELEV=40.47ELEV=40.56
—
_
ELEV=40.11
PROPOSED 36"
FORCE MAIN.
ELEV=43.85
35
PROFILE
30
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1"=4'
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K
300 WEST
PHONE:
NC LICENSE
mley* orn
© 2016 KIMLEY—HORN AND ASSOCIATES, INC.OF
MORGAN STREET, SUITE 1500, DURHAM. NC 27701
919-682-3583 FAX: [phone]
# F-0102 WWW.KIMLEY—HORN.COM
KHA PROJECT
015567007
CITY
WESTERN
PUBLIC
OF
JACKSONVILLE
PERMIT
SERVICES
REGIONAL
PREPARED
DRAWINGS
FOR
DEPARTMENT
7
NORTH
FORCE
CAROLINA
MAIN
SEAL:
PERMIT
DR,A\JVINGS
SHEET
15
23
NUMBER
DATE
6/16/2022
SCALE 1" = 40'
DESIGNED BY NDR
No.
REVISIONS
DATE
BY
DRAWN BY JGB
This document, together with the concepts and designs presented herein, as an instrument of service, 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 adaptation by Kimley Horn and Associates, Inc. shall be without liability to Kimley Horn and
Associates, Inc.
CHECKED BY ZGP

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/ / _ -
/ / I - 16.1 THE CONTRACTOR SHALL COORDINATE WITH
y,0 / I I PROPERTY OWNERS TO MAINTAIN INGRESS/EGRESS
/ / / TO THE PROPERTY.
I / _
\
gyp / / / 16.2 "X" SYMBOL INDICATES TREES TO BE REMOVED IN
THEIR ENTIRETY, INCLUDING STUMP AND ROOTS.
/
/ / /
/ 1 /
PERMANENT WETLAND
/ /
TEMPORARY WETLAND
1 /
r/
/ PROPOSE/ 19Q SY iF
�oyy
TEMPORARY
1
CARD -N MORGAN BLACKM N / - / / TEMPORARY TYPE 1 DITfC, LI ER / /
- PROP ED 1330 SY OF
Impact Site #
Impact Type
Area (ac.)
Length (ft)
y.B. 642, PG. 460 /
M.B. 50, PG. 74 30" / TEMP ARC
CAROLYN MORGAN BLACKMON
1 DJTCH LINER D.B. 3812, PG. 536 SEE DETAIL 022 011 ��
Site 21
Temporary Stream
-
40.88
,-YPE
/
X AP 22, PARCEL 2HWT SEE DETr 5 Q227011
175 PONr FARM Rf ,GAIL M. JUSTICE HUN Ti t I
D.B. 712, PG. 63 °ti��
i 36" TAX MAP 322, PARCEL 8.1 /)
HWT 1189 PONY FARM RD
� / 36" / I
Hw� - - /
� ��� �P - -OHP -OHP —
, 4' CONC. WALK EXISTING DROP POLE -OHP -
�_ shy 18" OAK THE co/ 4o
N10" ICSPSN T T BE RELOCATED BY (
��� "� 0 ( HERS
�tt �a T 18`
PROPOSED 15' PERMANENT
UT LITY EASEMENT
�/ us
- - - OHP - - - - -
PP
M.B. 22, PG. 114 /
TAX MAP 322, PARCEL 8
PROPOSED/STO
PROPOSED 10' TEMPORARY
CONSTRUCTION EASEMENT CHE/CK
SEE DETAIL /
PROPOSED STONE FILTER //
INLET PROTECTION, TYP
/ SEE DETAIL X XX
-OHP _
-OHP -
- —
/ /
/ / /
/ I /
OPOSE� 70 SY
X / / / /TEMPORARY YPE 1 DITCH LINER
/ / / / SEE DETAIL 0227011
/ -
10"
D�VI�D M. & TANYA K. MESZER /
�.B. 2821, PG. 311 /
'r 11A i AP 322, PARCEL 9
Cis
HWT
RU TCE
35 � LWH 9.7' HWT
0boTC I1 V
- �� 12'
- t �' HWT
�- FIEF
� �►y ,�� TCE LOD�;^�__
��� TCE LOD
\ \ / \: . � ��� TCE L APE BUSH :iiisak
oHP - - - - - - LWH 27.5
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250 DI FORCE MAIN - -OHP -
PP o
FIELD �
�TCE -
LO^V
� TCE LOD■�
i\��
229 PONY ARM RD TCE
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INV. 4 66
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-
\
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- IN
= ` v _ V 40 40 -
INV. 41.99 RCP
-
�� #4003 \ S
- - - - SR 1212 ,,
= = NV. 38 89
OHN J. & DA�ID M. URT N -
D.B. 2569, PG. 901 A \ R9 60' R/W —18 f fD�PF '
T X MAP 322, PARCEL 6.1 \ �� / / - - 47
4A_
IMPACT SITE 21
X
r46- _
�40 PONY FARM RD PP TBM — _ �45 / 44 = � - - 8 N' i pOUGLaS COLS
- 2 1 1 �2 HDPE PROPOSED TY - - -� cYRus 502
8
� 66 D NAIL 1 - _ _ _ T, 1 G
PROPOS D 36" 11.25' RJ BND \ ELEJ. 49.67 vT V - - TELECOM CONDUITS -�� - - -
WITH 1250 PULL TAPE
STA 34+8 94 \ 1 SCOTT DAVID &T # RR SPIKE IN
STEVEN P. MUMMERY L0 42" PINE TEE
N\: 378908. 763 AREN MANHEIM SEGEBARTH \
\ \ D.B. 3731, PG. 10 A �10ELYN KARPUK
E: 2450449.2844 TAX MAP 322, PARCEL 119 D.B. 3525, PG. 274 D.B. 4121, PG. 676 RICHARD C. OCONNOR Q�
M.B. 5, PG. 43.B. 698, PG. 743 O
1192 PONY FARM RDM.B.B5, PG. 43 RICHARD C. OCONNOR
T�X MAP 322, PARCEL 117 TAX MAP 322, PARCEL 117.1 D.B. 488, PG. 835 / M.B. 5, PG. 43 /
1196 PONY FARM RD 12d0 PONY FARM RD TAX MAP 322, PARCEL 116 / TAX MAP 322, PARCEL 115 �Q�
/ \ \ \ A ' 1208 PONY FARM RD 1208 PONY FARM RD /
/ A \ \ / ) I 11 / pv i
\iiN.v
144- /
8 4g���/ /
1 / / /
\ / I / -7
/
—� I �� ��0 p.B. 1 322 �aRCE�
° �,�Iz� Tax MAP FaRM
Lo �� �`' �,' 4� 1530 PONY
'' •
CLIFTON RAY/& GARY LEE EVERE� I
�
D.B. 3277, PG. 737 v ➢
M.�5, PG. 43
n rJ
TAX MAP 322�PARCEL 110o
1220 PONY FAR 1M RD o 1
\-(:9
-PROPOSED CITY
1
SEE DEOTAIL X/XX
'12,
- A I I \
\ I \
log
RO
�
�
GRAPHIC SCALE IN FEET
• 20 40 80
/
50
50
45
REST. JOINTS
54+66.24
ZEST. JOINTS!
55+06.24
EXISTING GRADE
PROPOSED
ALONG.
FORCE MAIN.
45
Z
CO
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cn
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EXISTING TV
/.
40
I'
\1 /
I
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* *
ELEV=41.92
PROPOSED 36
STA 34+86.94
11.25- Rj BEND
_
. .
5.' MIN..
TYP. COVER,
ELEV=40.87
-
35
� ELEV=37.45
35
ELEV=37.97
PROPOSED 36
FORCE MAIN.
. .
ELEV=36.94
.
30
ELEV=34.2.8
30
PRO7ILE
Q ELEV=33.39
STA
43+60.00
. . . .
.
.
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. . .
.
.
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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
K
300 WEST
PHONE:
NC LICENSE
mley* orn
© 2016 KIMLEY-HORN AND ASSOCIATES, INC.OF
MORGAN STREET, SUITE 1500, DURHAM. NC 27701
919-682-3583 FAX: [phone]
# F-0102 WWW.KIMLEY-HORN.COM
KHA PROJECT
015567007
CITY
WESTERN
PUBLIC
OF
JACKSONVILLE
PERMIT
SERVICES
REGIONAL
PREPARED
DRAWINGS
FOR
DEPARTMENT
7
NORTH
FORCE
CAROLINA
MAIN
SEAL:
PERMIT
DR,A\JVINGS
SHEET
16
23
NUMBER
DATE
6/16/2022
SCALE 1" = 40'
DESIGNED BY ZGP
No.
REVISIONS
DATE
BY
DRAWN BY JGB
This document, together with the concepts and designs presented herein, as an instrument of service, 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 adaptation by Kimley Horn and Associates, Inc. shall be without liability to Kimley Horn and
Associates, Inc.
CHECKED BY ZGP

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NOTES:
// 17.1 THE CONTRACTOR SHALL COORDINATE WITH
PROTECT, RETAI AND ADJUST
N EXISTING WATER METER, TYP. PROPERTY OWNERS TO MAINTAIN INGRESS/EGRESS
\ /TO THE PROPERTY.
PROPOSED 10' PERMANENT PROPOSED S ONE N - � \
UTILITY EASEMENT-
PROPOSED 10' TEMPORARY
CHECK DAM, P
EXISTING DROP POLE PROPOSED 36" PC 250 SEE DETAIL X /
TO BE RELOCATED 'I DI FORCE MAIN
17.2 "X" SYMBOL INDICATES TREES TO BE REMOVED IN
THEIR ENTIRETY, INCLUDING STUMP AND ROOTS.
ROPOSED 10 TEMPORARY
CONSTRUCTION EASEMENT EXISTING DROP POLE
BY OTHERS I I I
, O�ISTRUCTION EASEMENT
PERMANENT WETLAND%
� PROPOSED 40 SY OF ASP ALT
I I
TEMPORARY WETLANOX�X�X
BE
PAVEMENT RESTORAT
PROPOSE 15' PERMANENT
TEMPORARY STREAM
BYTO
EASEMENT OTHERSRELOCATED
\
UTILITY
I
PROPOSED 10' TEMPORARY -
Impact Site #
Impact Type
Area
Length
/
VICENT E. & F"EDA G. RIVERS
CONSTRUCTION EASEMENT
I
D.B. 738 PG. 687
MABEL N.
ROBERT J. GRADY (
D AVID P. & AN G. PEED
\
Site 22
Temporary Stream
37.14
TAX MAP 32►, PARCEL 18 D.B. 3558, PG. 512
O
1
D.B. 1377, P
ENCLOSED RELOCATED BY OTHERS D.B. 3287, G. 405
\ \
1281 PON FARM RD Q TAX MAP 322, PARCEL 28.1
RAMSEY MABEL N.
RAMSEY
WATER
I
• fn
1289 PONY FARM RD
BY WILL BY
ILL
B. 52, P 61
CONNECTION
TA MAP 322, P RCEL 33.
IMPACT SITE 22
i i18"
S PTIC DW OD
��°` r
AULT i� TREE EE
1
TAX MAP 322,
PARCEL 28
95 PONY FARM "I
MAP 322,
1.95 PONY
PARCEL 30
FARM RD
TAX AP 322, ARC 31
130 PONY F RM D
SHERWOOD & DALLAS KAYE PIERCE
D.B. 2474, PG. 338
1313 PONY
RM RD
DAVID P. & ANN G. PEED
D.B. 3674, PG. 450
W
M.B. 10, PG. 3
°, 1
?�
u
TAX MAP 322A, PARCEL 37
15" PI E
\ PROPOSED 15' TAX MAP 322, PARCEL 32 7
I
TREE
1325 PONY FARM RD
I i
18" CEDAR
O
1309 PONY FARM RD 30" PINE
PERMANENT
i
i I
U!
m /
I
CFO CAB E 12" CEDAR TREE
iN I TREE GATE I
box
x
4' CHAINLINK
FE CE e
FENCE TE
N
_
N I
— Cr O
Z (n t0
TREE18"
1
36" MAGNOLIA
24" PIN
ARDWO�E
I UTILITY EASEMENT
/
I 4�" HARDWOOD 1 /
INV. 42.6:
I
l I4' CHA LINK
I
LWH 21.5' I
30" ' RDWO/D
L 25.0'
x
"17466)
W
TREES
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_45
FENCE SHRUB
it.MERwiThni_Ili
-
WOODBRDGE
INV42.99
j
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i- 7.=.
46
M. V'
ill4302 INV. 4287
MI �I
1TH_3OMB I V. 4227
BM-T
V. 42.24
TREE #4006
1
INV. 4288
`�
N
—
11
45
48 HARDWOOD
— —
15" RCP —
INV. 42.93 15" RCP
‘-\_, INV. 42..9
6' ' C INV. 43.48 15" RCP
� . ' � 2� � 1
LWH 21.6' 15" RCP
15 RCP INV. 42.04 AIL c�
PINE TREE 15" RC'
INV. 43.36
INV. 4�.%'9
Ar
\ 4' NLINK INV. 42.66
?
— -
44 INV. 41.79
INV. 42.07 \
INV. 42 72
Mob
— —
—
— —
- —
/
�045 36
OHP — — — —OH' OHP
— - — — —
—OHP)HP
— — C
—THR2IM
H HP OHP —
— — —
OHP-- — — —OHP Y.
OHP — OHP OHP — — —OHP OHP OHP OHP — —� —OHP / M b •HP OHP
— — — OHP OHP — — — .
P
JOEY D. & DARLENE M. SANDERSON
D.B. 1244, PG. 185 I
TAX MAP 322, PARCEL 97
1274 PONY FARM RD
18" RCP
INV. 42.66
PROPOSED 80 SY
TYPE 1 DITCH LINE
SEE DETAIL 0227011�
MARTHA DENISE McCLAIN
D.B. 2632, PG. 798
TAX MAP 322, PARCEL 94 TAX
1286 PONY FARM RD
-PROPOSED STONE FILTER/
INLET PROTECTION, TYP
SEE DETAIL X/XX
I\
F
MARGARET
1292
TEMPORARY
D.B. 4355,
M.B.
MAP
PONY
\ y�
I
A. SCHNIBBE
PG. 425
47, PG. 77
322, PARCEL 93
FARM RD
/
/
I
i
SEE
11„
-PROPOSED 1 0 SY OF 1`EMPORARh'
TYPE 1 DITC LINER I
SEE DETAIL 0 27011
/ 46-
`
/ / \
I
DETAIL X/XX
PROPOSD 60 SY OF
TYPE 1 DITCH LINER
SEE DETAIL 0227011
/
KIMBER Y GAIL HAIR & CATHY LEE JOHNSON
TAX MAP 322, PARCEL 92
1296 PONY FARM RD /
45
/
/ \
1
/OP 44.48
24"
/(PIPE IS BURIED)
TEMPORARY
RICHARD
/
WV INV. 41.T7
RCP 1
PROPOSED
TEMPORAR
SEE DETAIL \
D. & MARGARET E.
D.B. 276, PG. 590
TAX MAP 322, PARCEL
1306 PONY FARM RD
30 SY
TYPE
0227011
ESTON
91
I
\)
— PP TBM
PP TBM / 60 D NAIL
60 D NAIL ELEV. 47.36
ELEV. 46.8
JEAN E. CULPEPPER
OF DUAL RUNS 1-1 2 HDPE PROPOSED 40 SY OF PROPOSED 180 SY OF
/ D.B. 2811, PG.
1 DITC 1 LINER PROPOSED CITY TELECOM CONDUITS TEMPORARY TYPE 1 DITCH LINER TEMPORARY TYPE 1 DITCH LINER TAX MAP 322, PARCEL
WITH 1250# PULL TAPE SEE DETAIL 0227011 SEE DETAIL 0227011 1320 PONY FARM
JESSICA ROM R0 & K YSLAL ROMERO VASQU�Z
PROPOSED 140 SY OF D.B. 2 01, PG. 157
TEMPORARY TYPE 1 DITCH LINER TAX MAP 322, PA CEL 89 PROPOSED 80 SY
SEE DETAIL 0227011- 1322 PONY FARM RD TEMPORARY TYPE
-5 \ i SEE DETAIL 0227011
Nz
\
45-
/ (
/
312
89.1
RD
OF
1 DITCH LINER
GRAPHIC SCALE IN FEET
0 20 40 80
50
>1
50
45
RODEO LANE
DENISE DRI
EXISTING GRADE
PROPOSED
ALONG
FORCE MAIN.
45
17//
/7/1
40
EXISTING
.WATERLINE
APPROX. INV=39.88
2„
4'
MIN.
_�.
EXIS-ING
WATERLINE
APPROX. INV=39.54
4"
—,
.I�
i — — — -
/.
.
'
EXISTING .6".
TERRA COTTA
.
40
SLOPE UP
SLOPE UP
5'
MIN..
.
18 MIN
-
-
SLOPE UP
COVER,
.
TYP.
-
-
35
-
\
35
q ELEV=37.61
ELEV=37.61
30
. .
Q ELEV=36.94
. .
. ELEV=36.45.
. PROPOSED
".�
36 .
FORCE MAIN
q ELEV=35.95
.
q ELEV=35.18
30
PROFILE
25
.1 "=40
1"=4'
HOR..
VERT.
25
4
00
4
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00
4
4
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57+50 58+00 58+50 59+00 59+50 60+00 60+50 61+00 61+50 62+00 62+50 63+00
63+50
64+00 64+50 65+00 65+50 66+00 66+50 67+00 67+50 68+00 68+50 69+00 69+50
•
K
©
300 WEST
PHONE:
NC LICENSE
mley* orn
2016 KIMLEY—HORN AND ASSOCIATES, INC.OF
MORGAN STREET, SUITE 1500, DURHAM. NC 27701
919-682-3583 FAX: [phone]
# F-0102 WWW.KIMLEY—HORN.COM
KHA PROJECT
015567007
CITY
WESTERN
PUBLIC
OF
JACKSONVILLE
PERMIT
SERVICES
REGIONAL
PREPARED
DRAWINGS
FOR
DEPARTMENT
7
NORTH
FORCE
CAROLINA
MAIN
SEAL:
PERMIT
DR,A\JVINGS
SHEET
17
23
NUMBER
DATE
6/16/2022
SCALE 1" = 40'
DESIGNED BY NDR
No.
REVISIONS
DATE
BY
DRAWN BY JGB
This document, together with the concepts and designs presented herein, as an instrument of service, is intended only
for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without
and
written authorization and adaptation by Kimley Horn and Associates, Inc. shall be without liability to Kimley Horn a
Associates, Inc.
CHECKED BY ZGP

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NOTES:
EXISTING DROP POLE \
A
70 SY OF ASPHALT PROTECT, RETAIN, AND ADJUST TO BE RELOCATED /
PAVEMENT RESTORATION PROPOSED 36" PC 250 EXISTING WATER METER, TYP. BY OTF /GRS 1 /
RONALD G. & KATHLEEN V. CAN Y /
DI FORCE MAIN � �
/
D.B. 2929, PG. PARCEL
PROPOSED 30 LF TREE TAX MAP 322A, PARCEL 66 A
-
EXISTING POLE TO BE
SUPPORTED
15 SY OF TEMPORARY
TYPE 1 DITCH MATTING
/
/
/
-PROPOSED 10' TEMPORARY
CONSTRUCTION EASEMENT
-PROPOSED 20'/
UTILITY EASEMENT
I \
18.1 THE CONTRACTOR SHALL COORDINATE WITH PROPERTY OWNERS TO
PERMANENT MAINTAIN INGRESS EGRESS TO THE PROPERTY.
- - - INGRESS/EGRESS
PROPOSED MPORARY 18.2 "X" SYMBOL INDICATES TREES TO BE REMOVED IN THEIR ENTIRETY,
CONSTRUC 10 EASEMENT INCLUDING STUMP AND ROOTS.
/ — _
PROTECTION FENCE EXISTING DROP POLE 1347 PONY FARM RD / /
PROPOSED AVV
SEE DETAIL 0227011
TH
= CHURCH AT ONSLOW, INC.
I \
XI TINGPOLE TO BE PROPOSED TEMPORARY- ��
PERMANENT WETLAND
CONTRACTOR SHALL PROTECT
D.B. 3460, PG. 787
�
/ _ RQPOSEDG�O J
TEMPORARY WETLAND
ASSEMBLY TO BE RELOCATED
THE cH���
T ONSLOW, INC
THE CHURCH AT ON SLOW, INC
M.B. 63, PG. 132/
U ORTED PUMP -AROUND QPER�TION
� �
#10�o
)
/ i >> SILT FENCE
EXISTING SIGN AND LIGHTING BY OTHERS
-
SWALE &
D.B.(33
1, PG. 277
D.B. 3682, PG. 922 /
THX
MAP 322, PARCEL 38.5 I
RHONDA LYNN H
LLET
/
TEMPORARY STREAM
SEE DETAIL X/XX
PROPOSED 15 PERMANENT STA 72+50.00
�
�48jCKTILE PIPE
N
Iv.3.
TAX MAP
6
322,
G. L0
PAR
EL 34
M.B. 63, PG. 40
y �O-
TAX MAP 322, PARCEL �
ASPHALT
1351 PONY FARM RD
`'�
PARKING LOT �
D.B. 3392, PG.
TAX MAP 322, PA
SEE- DETAIL X/XX
956 �,
�
CEL 37 PROPOSED STOfdE FILTER, TYP.
i / SEEDETAIL X/XX
i
��
UTILITY EASEMENT N: 379195.7176 �
I I � I
134�
PONY FARM
RD/
1351 PONY FARM
/
/ 1365 PONY F,,R
RD / /
SEE DETAIL
�EX� �
TNV.
/
E:2446711.9520 KELLY W. & J. ALLE(\l WEEKS
� • �i
�
ID
•
'� •:�•.
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PROPOSED 10 TEMPORARY D.B. 998, PG.
•
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5 cPP
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IMPACT�SITE 23
�17 i i i V
�
• • �.'::
;.':: ; .: . .. �
• •��wH;
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CONSTRUCTION EASEMENT M.B. 24, PG. 5 � �
TAX MAP 322A, PAF�CEL 65 A'V SEP;fIC,
���
\ N
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IA
EE
/
PLANTER BED
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Impact Site #
Impact Type
Area (ac.)
Length (ft)
i��
FRED H. JR. & LINDA H. MARSHBURN 1 M 4v.•7 �R�INF�EL
D.B. 1607, PG. 253 �0 � � � �
__Tel-�RA�€
WITH SHRUBS A
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Site 23
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30.08
BST'IM 4:.7iMOI�NDi
\
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4 INV/
/ � � INV. 44.79 � �-�°� T' \ �
AN 44.9$
PLANTER�D /
VATH SHRUBS
LINED �iTCH L �• 3.
�CONC. DROP INLET � � INV. 38.04 � _
/
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N D.B. 1713, PG. 557
i M.B. 36, PG. 184
4 'oj/� PP TAX MAP 322, PARCEL 86\
TERRY LYNN & PATRICIA R. WHAL.Y 1351 PONY FARM RD\
o"� D.B. 1167, PG. 859 PROPOSED CITY
TAX MAP 322, PARCEL 88 THH-206/
/ JEAN E. CULPEPPE' I 1322 PONY FARM RD SEE DETAIL X/XX
D.B. 2811, PG. 312
TAX MAP 322, PARCEL 89.1 PROPOSED STONE FILTER 145 SY OF TEMPORARY
132o PONY FARM RD INLET PROTECTION TYPE 1 DITCH MATTING
SEE DETAIL 0227011
SEE DETAIL X/XX I
�� 45.19A - 7 - -
INV. 44.9� � DUAL RUNS 1-1
•
a5"FRCP 15" CPP � /
� PROPOSED CITY
��
., 4� WITH 1 �50# PULL
P IBM- 20 Y OF TEMPORARY
TYP 1 DITCH MATTING 70 SY OF TEMPORARY
o D NAIL �
� SY OF TEMPORARY �ELEv. 50.61 SEE �DETAIL 0227011 � TYPE 1 DITCH MATTING
TYPE 1 DITCH MATTING SEE DETAI 0227011
SEE DETAIL 0227011 \
No ONSLdW GOSPEL ASSMBLY,
DIANE COLE YOPP D.B. 1713, PG. 557
D.B. 1713, PG. 184 M.B. 36, PG. 184
TAX MAP/322, PARCEL 86.71 TAX MAP 322, PARCEL 86
134� PONY FARM RD \1351 PONY Fi RM RD
\
/
/ \ / /
\/
1 i /
A\
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2 H E HEADWALL
TELECONti CONDUIT• 42.58
TAPE
�
INC. DAVID N. JARMAN
D.B. 2031, PG. 548
TAX MAP 322, PAR EL 86.5
1350 PONY FARM RD
DROP INLET PROTECTION
SEE DETAIL X/XX
/
/
/
- �`�-
�
� - / �
� � \
INV. 42.22 � � /
� �P TBM
WH 18.0' o D NAIL
-LWH .3.2' LEV. 43.53
� I � �
1 190 SY OF TEMPOR ��Y
TYPE\ 1 DITCH MATTING ONSLOW GOS
ALICE J. SMITH SEE DETAIL 0227011 D.B. 1 13,
D.B. 1300, PG. 9{�4 M.B. ��
TAX MAP 322, PARCL 86.4 TAX MAP
1358 PONY FARM RD 1351 PONY
7-
/ / I A
%
\ \
— _
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t.
/ SEWER G'A� ALVE � -8' i-
r � I
/ TOP 41.12 -/ / M TEAL A"
/ e� / /
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570 SY OF TEMPORARY ✓ �/
TYPE 1 DITCH MATTIN �� wv. 35 (l5
1
I SEE DETAIL 022��`�,/ � ����• 34�9�
- wv�5 0
EL ASSE BLY, INC I V. 3
M
PG. 557 D/ ��
PG. 184 GARY L. V�AKINS &
22, PARCEL 86 D\ 2�14,
FARM RD // �/ TAX AP 322,
Q
// 1/ �6 PONY
I / // 00 / / \ / 1
// / / / / /
////
//// PfOPdS CITY/
/ // / / THH-0 /
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/ C / // / /
//
1 I /�// / / / / /
/
I // / /
/ r
-\�/G �
_ y/-
1.
.19
WILLIAM
PG.
PARCEL/84
FARM
/
ED
PES
EXI�`TING
BE
PROPOSED
CLASS
R. DAVIS
256 / /
RD
/
/
/
/
/
/
/
//
- - -GRAPHIC
7
POLE TO
SUPPORTED
350 SF
A RIP RAP
II \
/
/
/
/
SCALE IN FEET
20 80
445
GREYSTON
AVENUE
r
rn
,. _
EXISTING GRADE
/PROPOSEDFORCEMAIN45
ALONG.
EXISTING
WATERLINE
- 1MIN.
SLOPE
UP
SLOPE UP
1- _
40
40
3IN REST. JOINTS
Al•
rri
35
. .
q ELEV=38.27
q. ELEV=39..05.
q. ELEV=38.94
+
35
30
. .
ELEV=38.94 .
VAULT #10
. .. ELEV=39..10.
a
PROPOSED
q ELEV=38.49
36"
FORCE MAIN.
ELEV
CO
-
N
PROPOSED
.
CLASS
RIP RAP
A
.
li,
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RJ VERTICAL
1.25'
BEND
5'. MIN.
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TYP:
.
79+83.44
25
. .STA
25
�
-
ELEV-27.36.
-
PROPOSED
RJ VERTICAL
STA 80+72.26
36" 11.25'
BEND
PROFILE
`PROPOSED
.
20
.1" 40
1 "=4'
HOR..
VERT.
PROPOSED
. RJ
36" 11.25'
VERTICAL BEND
STA 80+14.35
. . .
.
RJ VERTICAL
STA 80+54.35
ELEV=24.49
36" 11.25'
BEND
20
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75+50 76+00
76+50 77+00 77+50 78+00 78+50 79+00 79+50 80+00 80+50
81+00 81+50
K
300 WEST
PHONE:
NC LICENSE
•
mley* orn
© 2016 KIMLEY-HORN AND ASSOCIATES, INC.
MORGAN STREET, SUITE 1500, DURHAM. NC 27701
919-682-3583 FAX: [phone]
# F-0102 WWW.KIMLEY-HORN.COM
KHA PROJECT
015567007
CITY
WESTERN
PUBLIC
OF
JACKSONVILLE
PERMIT
SERVICES
REGIONAL
PREPARED
DRAWINGS
FOR
DEPARTMENT
7
NORTH
FORCE
CAROLINA
MAIN
SEAL:
PERMIT
D
RAW I
N
G S
SHEET
18
23
NUMBER
OF
DATE
6/16/2022
SCALE 1" = 40'
DESIGNED BY NDR
No.
REVISIONS
DATE
BY
DRAWN BY JGB
This document, together with the concepts and designs presented herein, as an instrument of service, 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 adaptation by Kimley Horn and Associates, Inc. shall be without liability to Kimley Horn and
Associates, Inc.
CHECKED BY ZGP

GO
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I v
PRO
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19.1 THE CONTRACTOR SHALL COORDINATE WITH
PROPERTY OWNERS TO MAINTAIN INGRESS/EGRESS
I i ' / / TO THE PROPERTY.
so ;r o �PROFOSED16 5' RJ BEND
LST 104+32.67 19.2 "X" SYMBOL INDICATES TREES TO BE REMOVED IN
ECG, RETAIN, AND ADJUST j PROPOSED 50 ' LF r
IS hNG WATER METER,\TYP. / SILT FENCE / � 78965.4752 THEIR ENTIRETY, INCLUDING STUMP AND ROOTS.
/ / 1 E: 2443620.6883
PROPOSED 15'PERMANENT
\
/ A / StE DETAIL /X/X /
PERMANENT WETLAND'
/
UTILITY EASEMENT \
\ /
125 SY F TEMPORA0RY / 3�' 45' RJ BEND
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PROPOSED TEMPORARY/PROPOSED
/
\ / STA 104+18.07
TEMPORARY STREAM
48
/
/ PROPOSED
DI FORCe
��
36 PC 250
MAIN
31 SY OF TEMPORARY
TYPE 1 DITCH MATTING
�', /
/
-PROPOSED 10' TEMPORARY - /
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/
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/
8" PVC PIPE 39'65L
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\ EE DETAIL 0227011
\
MARY CAATHERINE\ METIERS
Y WILL
M.B. 3, PC 81
TALC MAP 32, PARCEL 80
1451 PONY FARM\ RD
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/ PUMP-AROUND/OPERATION /
EXISTING POLE TO BE / / SEE DETAIL X/XX' �� 378962.1087
SUPPORTED / / / / / - 2443630.0723
/ / PFOPOSED STONE/ FILTER TYP. '
JAMES/ P. &
z / / // / SEA DDE-Alt AMELIA GRISSETT '/CONC./ PAD
/ D.B. 2595, PG. 889 WITH WELL
// TAX/MAP 322,
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J 3' TALL / /
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/
64 D NAIL 270� OF TEMPORARY ��
EL V. 46.93 MARY CATHERINE MET S TYPE 1 DITCH MATTING <JAMES P. & /
/ PROPOSED C TY \ BY WILL M IA L. GRIS TT
\ THH-209 V � M.B. 33, PG. 81 SEE DETAIL 0227011 D.B 595, PG. 889 P�O��
TAX MAP 322, PARCEL 80 AX MAP 322, P�'CEL 4
SEE DETAIL XCX 1451 PONY FARM RD PROPOSED 200 SF SEE DETAIL`
\ \ V A 95 SY OF TEMPORARY CLASS A RIP RAP
TYPE 1 DITCH MATTING
/ MARY CATHERINE METIERS SEE DETAIL 0227011
BY WILL V °TAX
M.B. 33, PG. 81 I z 70D/METAL 1008
TAX MAP 322, PARCEL 80 I A �N HEADWALL/
1451 PONY FARM RD / A \
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HARRELLS LOP RD\
\/ I O
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TYPE 1 DITCH MATTING
I 3 .10� I
,,- SEE DETAIL 0227011
/ ENV 36.•
--`---/--- -�._
- - - - INV. 34.63\
\ ( / \ \
V \ I
/ / V \ V A I I
GRAPHIC SCALE IN FEET
0 20 40 80
i
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ALONG
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30
25
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Z
25
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K
300 WEST
PHONE:
NC LICENSE
mley* orn
© 2016 KIMLEY-HORN AND ASSOCIATES, INC.OF
MORGAN STREET, SUITE 1500, DURHAM. NC 27701
919-682-3583 FAX: [phone]
# F-0102 WWW.KIMLEY-HORN.COM
KHA PROJECT
015567007
CITY
WESTERN
PUBLIC
OF
JACKSONVILLE
PERMIT
SERVICES
REGIONAL
PREPARED
DRAWINGS
FOR
DEPARTMENT
7
NORTH
FORCE
CAROLINA
MAIN
SEAL:
PERMIT
DR,A\JVINGS
SHEET
19
23
NUMBER
DATE
6/16/2022
SCALE 1" = 40'
DESIGNED BY NDR
No.
REVISIONS
DATE
BY
DRAWN BY JGB
This document, together with the concepts and designs presented herein, as an instrument of service, 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 adaptation by Kimley Horn and Associates, Inc. shall be without liability to Kimley Horn and
Associates, Inc.
CHECKED BY ZGP

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/
/
\ PATRICK D. & PATRICJA A. FARMER
D.B. 2559, P. 685
144
TAX MAP 31, pc. PARCEL 15
\ I
20.1 THE CONTRACTOR SHALL COORDINATE WITH
PROPERTY OWNERS TO MAINTAIN INGRESS/EGRESS
TO THE PROPERTY.
/
20.2 "X" SYMBOL INDICATES TREES TO BE REMOVED IN
- - THEIR ENTIRETY, INCLUDING STUMP AND ROOTS.
TELECOM 2 Y EDCOM CONDUITSPE D
PROPOSED STONE CITY/"20.2 THE CONTRACTOR SHALL REPLACE IN PLACE ALL
CHECK DAM, TYP. WITH 1250# PULL TAPE DISTURBED BARBED WIRE FENCE BETWEEN STA
SEE DETAIL X/XX PATRICK D. & PATRICIA A. FARMER 124+00 AND STA 138+00. ALL SUCH WORK SHALL
-PROPOSED CITY D.B. 2559, PG. 685 BE CONSIDERED INCIDENTAL TO THE PIPELINE
THH- 213 M.B. 49, PG. 144 INSTALLATION.
II TAX MAP 314, PARCEL 15
SEE DETAIL X/XX PROPOSED 30' PERMANENT II / I
WETLAND
UTILITY EASEMENT / I
TPERMANENT EMPORARY
II
PROPOSED STONE FILTER-
/ I 1330 SY OF TEMPORARY
TEMPORARY STREAM
c / INLET PROTECTION, TYP.
\
SEE DETAIL X/XX
v /
BARB WIRE /47� / TYPE 1 DITCH MATTING PROPOSED 36" PC 250
FENCE WITH INV. 45.74 I \ V6 SWALE
METAL POST SEE DETAIL 0227011 DI FORCE MAIN
RIP RAP/GONG' A (� �- 4-4 PROPOSED 36" 22.5' RJ BEND
_ARIIU-ND V. 45.85 INV. 45.72 - -
10" PLASTIC_ \ PP TBM STA 140+64.14 / PROPOSED CITY
- -47- PIPE CP - -48-
PIPE 10" PVC PIPE 9" PVC PIPE - 47- - GW N: 378910.1965 THH-214
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f BARB WIRE FENCE / _
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r \ LWH 23.0' WIRE f�ENCE OAK TREE 't0" PLASTIC
WIRE d- \ GRASS
SSW - ��
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S 29" OAK PIPE g -
E \ GATE FENCE \ DRIVE In1V 46.36 7
PIPE \ TREE INV. 46.61 �/ r
PATRICK D. &PATRICIA A. FARMER
- INV. 47.3 kb 12' PLASTIC
CRAPE MYRT�E \
CONC. BLOCK PIPE \ PATRICK FARMER
IMPACT SITE 18
Impact Site #
Impact Type
Area (ac.)
Length (ft)
TOP OF POND EN '' 18" MET �� PIPE
Dr: ARB E 3297, PG. 305 \ Z �
D.B.\
TREE /
HEADWALL D.B. 633, PG. 845 - TA MAP 314, PARCEL 26
20' GRASS
Site 18
Permanent Wetland
0.085
FENCE \ c�
M.B. 33, PG. 197 r�
TOP OF POND \ TAX MAP 314, PARCEL �4 �n
10 PL STIC \ DRIVE \
PIPE DIRT LOADING
/ \ RAMP
PATRICK D. �e PATRICIA
D. 1138,
�°
A. FA�I�ER
PG. 982
/
\ \ V A / \
/ /
/
/ A
PATRICK D. FARMER / A
D.B. 614, PG. 391-PATRICK D. FARMER/
M.B. 5, PG. 83 D.B.476$, PG. 550 PATRICK D. FARMER /
- -TAX_ MAP 314, PARCEL 31 TAX MAP 314, �ARCEL 38.2 V D.B. 649, PG. 816
21`24FARMERS LNA TAX MAP 314, PARCEL 30
\ \ \ /
- \
\ \
\
\
\
TAX w1AP 314,
1
1
\
PARCEL 25 V /
/ \
/ \
/ \ \
\ \ \/ \
\
\\
OGRAPHIC S�AOLE IN FEET20 80
I A% \\ \_- -___
•
V
1
50
50
45
EXISTING GRADE
PROPOSED
ALONG.
FORCE MAIN
45
40
5' MIN.
COVER,
TYP.
.
. . . .
. . . .
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. . .
. . .
.
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
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. . . .
=GIN REST. JOIN
TA 140+24.14
.
40
m
N
35
q ELEV=38.18
ELEV=38.04
ELEV=37.91
ELEV=37.77
ELEV=37.63
ELEV=37.83
35
30
- ANTI -SEEPAGE
. STA 1.31+94.00
SEE DETAIL
-COLLAR
12/25
. PROPOSED
36". F
RCE MAIN.
ANTI
STA.
SEE
-SEEPAGE
1.
DETAIL
COLLAR
4+50.00 .
12/25
PROPOSED 36"
22.5' RJ BEND
STA 140+64.14
. . . .
30
PROFILE
25
.1 "=40
1
"=4'
HOR..
VERT.
25
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129+00 129+50 130+00 130+50 131 +00 131 +50 132+00 132+50 133+00 133+50 134+00 134+50
135+00 135+50
136+00 136+50 137+00 137+50 138+00 138+50 139+00 139+50 140+00 140+50 141 +00
Kmley*
300 WEST
PHONE:
NC LICENSE
�WESTERN
orn
© 2016 KIMLEY-HORN AND ASSOCIATES, INC.OF
MORGAN STREET, SUITE 1500, DURHAM. NC 27701
919-682-3583 FAX: [phone]
# F-0102 WWW.KIMLEY-HORN.COM
KHA PROJECT
CITY
PUBLIC
OF
JACKSONVILLE
PERMIT
SERVICES
REGIONAL
PREPARED
DRAWINGS
FOR
DEPARTMENT
7
NORTH
FORCE
CAROLINA
MAIN
SEAL:
PERMIT
DR,A\JVINGS
SHEET NUMBER
20
23
DATE
6/16/2022
SCALE 1" = 40'
DESIGNED BY NDR
No.
REVISIONS
DATE
BY
DRAWN BY JGB
This document, together with the concepts and designs presented herein, as an instrument of service, 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 adaptation by Kimley Horn and Associates, Inc. shall be without liability to Kimley Horn and
Associates, Inc.
CHECKED BY ZGP

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NOTES:
21.1 THE CONTRACTOR SHALL COORDINATE WITH
PROPERTY OWNERS TO MAINTAIN INGRESS/EGRESS
7 ' J .� I TO THE PROPERTY.
/ / �� �7v 7co
/ 21.2 "X" SYMBOL INDICATES TREES TO BE REMOVED IN
/ THEIR ENTIRETY, INCLUDING STUMP AND ROOTS.
/ 1 ,,t' / 46 �b
/ / 44_
PERMANENT WETLAND
A, A-\
/
TEMPORARY WETLAND
/
TEMPORARY STREAM
/
/ ) c ..,‘Nu.\ At
-.) // /
WETLANDS / / • G /
//
,o / .'/ /.
D.B.)4-8-2; PG. 39:AL
PATRICK D. FARMER
go N / \
`�� �� / �.B�7, P PROPOSED STONE
��� 0O / TAX MAP PARCEL 19 A /
/ j , 2 1-1 /2 HDPE PROPOSED \ CHECK DAM, TYP./
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�� `�� \� UTILITY EASEMENT / , ''v v WITH 1250# PULL TAPE i
i
N ��` "ATRICK D. & PATRICIA A FARMER
k� D.B. 2559, PG. 685At AL At
1 PATRICK D. &PATRICIA A. FARMER
� 0 1000 SY OF TEMPORARY TAX MAP 314, PARCEL 15
��i�,.: M.B. 49, PG. 1 PROPOSED CITY I.B. 2588, PG. 247
�'�TYPE 1 DITCH MATTING At Ag
V CORN FIELd / THH-215 rvf`e. 49, �G. 144'
'-- �� `� TA MAP 314, PARCEL 20.1
SEE DETAIL 0227011-✓�
DETAIL X/XX
�� ��
\
//
1(E
Impact Site #
Impact Type
Area (ac.)
Length (ft)
N�dtio
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IMPACT SITE 17
�� ���
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Permanent Wetland
0.460
\� \ c \
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Site17
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D 5' TEMPORARY
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------TE
3D LOD OD — — LOD — — LOD LOD — — LOD — — LOD — --BeD O12— LOD — — LOD — — LOD LOD LOD — — LOD — LOD — LOD — — LOD — k6B 0� L96 — LOD L0= — ==--z/ I. *— 1p----__.
N. Pp INV. 4. CP
N.
149-F00 0 0
1 = ,::�rT.�.�$c1✓45100----cc1--- c147100_ o
cc cc :: #2431
_ ..
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—�_—��Ly�iC- 'Y���%a�. �_1�r11r C�t ac. - . _ :-ram\
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IMPACT SITE 27_
PItil3C�i
4�a
DIRTROAD �— ��'����'� —nIVI
-- �__W
_� . r_
FAR$1ERS
� o� ai� - _ yea moo, ao, ao — ao_.eel ao,—moo,ao,aoa LA1 -(PF f 1R� —moo, ao, : _
Ad' /// a. � 3Ol ®e
���
GAYNELL P. SUMMERLIN SWALE
Impact Site #
Impact Type
Area (ac.)
Length (ft)
SWALE
vcr
—
�'
D.B. 605, PG. 606
dLINV. 45.2
TAX MAP 314, PARCEL 23
Site 27
Permanent Wetland
0.0002
INV. 45.59
x xi
D
x x �c --- --- -
15" PINE
TREE
- - -
x
m
hd1/ 2 w 12" RCP
GAYNELL P. SUMMERLIN 12" CMP ;' GAYNELL P. SUMMERLIN
END FENCE BARB WIRE l
CMF '\
INV. 45.4a
1 D.B. 605, PG. 606 — TAX MAP 314, PARCEL 22.1 D.B. 6 PG. 69 - TAX MAP 314, PARCEL 22
PROPOSED 16 LF OF BARBED WIRE PROPOSED 20'E=2,439,129.62
PP TBM FENCING AND 14' FARM UTILITY FENCE PERMANENT UTILITY
PROPOSED 36" 45' FRJ BEND 60 D NAIL
j STA 14+05.39 ELEV. 48.06 I SEE DETAIL 0244402 EASEMENT
N: 378989.5226 I 1 CORN FIELD PROPOSED 5' TEMPORARY
E: 2440047.4665 I
1 PROPOSED STONE FILTER CONSTRUCTION EASEMENT
PROPOSED 340
I I INLET SEOETDETAOILPRECTIN' /XX SILT FENCE
GAYNELL P. SUMMERLIN SEE DETAIL
D.B. 713, PG. 562 - TAX MAP 314, PARCEL 21
I \ I 1\ __ - -__ ___
N=378,720.25
d
•GO -
I
LF
X/XX I
1
GRAPHIC SCALE IN FEET
0 20 40 80
50
50
45
1-
N
. EXISTING GRADE
PROPOSED
ALONG.
FORCE MAIN
45
u,
1-
2
v
LI
a
L •v iSL•J I. aaviiI••
STA 141+04.14
EGIN REST. JOI
.- --
END REST: JOIN1
STA. 143+65.39
5' MIN..
COVER,
• TYP. •
. . . .
. . . .
. . . .
. . .
. . . .
SLOPE UP
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
.
40 c
40
W
w u1
_
\. .
\
\\_
35
gELEV=38.03\_
.
ELEV=38.23•
-
ELEV=38.43
- -
ELEV=38.63
q. ELEV=38.83q
ELEV=39.00
35
30
PROPOSEC
STA 143+05.39
36" 45' .RJ BEND
.
PROPOSED 36"
FORCE MAIN
.ANTI-SEE'AGE
. STA
SEE
COLLAR
.151.+10.00
DETAIL 12/25
/
30
PROFILE
25
.1 "=40
1 "=4'
HOR..
VERT.
25
O
(Si
O
(Si
O
c0
O
c0
O
c0
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N
6
0
6
0
6
0
6
0
c0
0
c0
0
c0
0
c0
0
6
0
6
0
6
0
6
0
c0
0
c0
0
c0
0
c0
0
c0
0
c0
6
141 +00 141+50 142+00 142+50 143+00 143+50 144+00 144+50 145+00 145+50 146+00 146+50
147+00 147+50 148+00 148+50 149+00 149+50 150+00 150+50 151+00 151+50 152+00 152+50 153+00
K
300 WEST
PHONE:
NC LICENSE
•
mley* orn
© 2016 KIMLEY—HORN AND ASSOCIATES, INC.
MORGAN STREET, SUITE 1500, DURHAM. NC 27701
919-682-3583 FAX: [phone]
# F-0102 WWW.KIMLEY—HORN.COM
KHA PROJECT
015567007
CITY
WESTERN
PUBLIC
OF
JACKSONVILLE
PERMIT
SERVICES
REGIONAL
PREPARED
DRAWINGS
FOR
DEPARTMENT
7
NORTH
FORCE
CAROLINA
MAIN
SEAL:
PERMIT
DRA\JVINGS
SHEET NUMBER
21
OF
23
DATE
6/16/2022
SCALE 1" = 40'
DESIGNED BY NDR
No.
REVISIONS
DATE
BY
DRAWN BY JGB
This document, together with the concepts and designs presented herein, as an instrument of service, 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 adaptation by Kimley Horn and Associates, Inc. shall be without liability to Kimley Horn and
Associates, Inc.
CHECKED BY ZGP

NOTES:
Drawings\22 PERMIT DRAWINGS.dwg
E
w
0
o_
Go
ID
0
0
Go
0
0
E
0
a
N
\DUR Utilities \015567007 Western Regional Sewer
02: 03: 25pm
N
N
0
N
22 PERMIT DRAWINGS
ID
0
a
0
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0
0
E
o_
0
0
Plotted By: Bula,
At
PROPOSED 30' PERMANENT
UTILITY EASEMENT
PATRICK_ D &-PATRICIA A. FARMED
D.B. 2588, PG. 247
M B 49 PG 144
TAX MAP 314, PARCEL 201 \/
PROPOSED 1940 LF
OF SILT FENCE
SEE DETAIL X/XX
/
/
WETLANDS
PROPOSED 5' TEMPORARY -
8/ CONSTRUCTION EASEMENT
/ AL
2 1•- 1 /442" HOPE PROPOSED
CIJY'TELECOM CONDUITS
WITH 1250# PULL TAPE
4 4 88
900 SY OF TEMPORARY
TYPE 1 DITCH MATTING
SEE DETAIL 0227011
/
PROPOSED 3? I=C 250
DI FORCE MAIN 2
Alt
PROPOSED 30' PERMANENT
UTILITY EASEMENT
PROPOSED CITY
THH-216
SEE DETAIL X/XX
WALE -
F
I &•
;
SWALE TIES
' TO NATURAL
GROUND
.01
■Tr.whero r
„di P411
d _ // nr� s 301 _ .. .. _.. "• �t r, e,: r _ - o . Ir �.Tti 3dl /// Don-33t -cr0n 301 TY// 401 301 ddl /i/ 401 31.r r •
y���� �TT44144
46--
- J SWALE
l
/
— -48-1
sit
PROPOSED 20' PERMANENT
(
/
/
/
/
/
/
PATRICK D. & PATRICIA FARMER
D B-2588, PG. 247
M.B. 49, PG. 144
/ TAX MAP 314, PARCEL 38
/
/
/ A /
UTILITY EASEMENT
IMPACT SITE 17
-PROPOSED 5' TEMPORARY
CONSTRUCTION EASEMENT
Impact Site #
Impact Type
Area (ac.)
Length (ft)
Site 17
Permanent Wetland
0.460
-
Site 17
Temporary Wetland
0.268
-
PROPOSED AVV
ASSEMBLY #13
SEE DETAIL X/XX
STA 158+03.73
N: 378501.1338
E: 2438631.0162
�V I
- -46\
X
CYNTHIA BARBER
LIFE ESTATE
D.B. 560, P
TAX a 4, PARCEL 58
at
at
SEDA'36" 45' RJ BEND
STA 161+
N: 378382.0261
E: 2438306.9308
PROPOSED 36" 45' RJ BEND
STA 161+44.21
N: 378388.5172
E: 2438309.7354
22.1 THE CONTRACTOR SHALL COORDINATE WITH
PROPERTY OWNERS TO MAINTAIN INGRESS/EGRESS
TO THE PROPERTY.
PERMANENT WETLAND
/j�
TEMPORARY WETLAND
TEMPORARY STREAM
50
50
45
40
5' MIN.
COVER,
TYP.
SLOPE UP
SLOPE UP
EXISTING G
PROPOSED
RADE ALONG
FORCE MAIN
N
1-
z
0
1-
w
CC
z
0
w
•
z
O
N
W
0
z
w
c0
N
N
CO
45
40
35
30
ELEV
=39.23
PROPOSED 36"
ELEV
FORCE MAIN
=39.43
ELEV=39.58
MMI
=39.62
ELEV
=39.46
=38.97
PROP
PROP
DSED 36" 45' R
STA 16'
OSED 36" 45' R
STA 161
J BEND
+44.21
J BEND
+51.28
ELEV=38.34
ANTI-SEEPAGE COLLAR-
STA 162+42.00
SEE DETA L 12/25
35
30
PROFILE
1 "=40 HOR..
1"=4' VERT.
25
25
0
co
0
0
0
0
0
co
co
0
co
co
0
co
0
co
0
co
rn
0
iri
co
iri
0
co
rn
153+00
153+50
154+00
154+50
155+00
155+50
156+00
156+50
157+00
157+50
158+00
158+50
159+00
159+50
160+00
160+50
161+00
161+50
162+00
162+50
163+00
GRAPHIC SCALE IN FEET
0 20 40 80
No.
REVISIONS
DATE
BY
This document, together
for the specific purpose
written authorization and
Associates, Inc.
with the concepts and designs presented herein, as an instrument of service, is intended only
and client for which it was prepared. Reuse of and improper reliance on this document without
adaptation by Kimley—Horn and Associates, Inc. shall be without liability to Kimley—Horn and
KimIey» Horn
© 2016 KIMLEY-HORN AND ASSOCIATES, INC.
300 WEST MORGAN STREET, SUITE 1500, DURHAM. NC 27701
PHONE: [phone] FAX: [phone]
NC LICENSE #F-0102 WWW.KIMLEY-HORN.COM
KHA PROJECT
015567007
DATE
6/16/2022
SCALE 1" = 40'
DESIGNED BY NDR
DRAWN BY
JGB
CHECKED BY
ZGP
WESTERN REGIONAL FORCE MAIN
PERMIT DRAWINGS
PREPARED FOR
PUBLIC SERVICES DEPARTMENT
CITY OF JACKSONVILLE, NORTH CAROLINA
SEAL:
PERMIT DRAWINGS
SHEET NUMBER
22
OF
23

0
N
0
c
0
m
c
Go
0
0
m
m
0
GO
0
m
D
0
E
-)
N
0
0
N
N
0
N
ID
0
a
0
Go
0
0
E
0
m
0
N
0
0
0-
-0
0
0
0_
X PROPOSED CITY v NOTES:
N THH-218 \ 23.1 THE CONTRACTOR SHALL COORDINATE WITH PROPERTY
VN N SEE DETAIL X/XX v
�� V N I OWNERS TO MAINTAIN INGRESS/EGRESS TO THE PROPERTY.
' �� y A N PROPOSED 36" 45' RJ BEND v
STA 173+26.29
PERMANENT WETLAND
aaa a I /
NN N v
TEMPORARY WETLAND
N: 377283.0677
��� CYNTHIA BARBER I
',.
TEMPORARY STREAM
_ E: 2438595.7059
LIFE ESTATE
D.B. 560, PG. PARCEL
;\ �� -PROPOSED 36" 45' RJ BEND TAX MAP 314, PARCEL 58 —
STA�73+36.97 794 FIRE TOWER RD
•�� ► N: 377282.4809
2438585.0377 �� — — —/
41
,�
��. N
••1;4� �' • .. '• 490 SY OF TEMPORARY
� ! TYPE 1 DITCH MATTING
/. �� SEE DETAIL 0227011 °tiA
� N 2 1-1 /2" HDPE PROPOSED
�,- N % N N CITY TELECOM CONDUITS —
\ WITH 1250 PULL TAPE
N # _ —
FOp v R/W °tiA
N
<p� �� OVERHEAD
�� y GUY WIRE ,PPP _ PROPOSED 15' PERMANENT
,;, — _ _ PROPOSED 1505 LF
v d E. ? I o"P — UTILITY EASEMENT
CE
�� � ., _ .�4o \ \� LWH 16.8' I\ � � -oHP _ SEE SDETAIL ILT NX/XX
�•q� '��
�� �� � — —OHP —
�� v v�— _����� _ -
�43 /j �► \ _ R W — —oHP __
/
SIDNEY R & �1ELISSA D GRUBE
/ M.B. /60, PG. 196
TAX MAP 314, PARCEL 58.1
766/IRE TOWER RD
I
o
\
I
I \
a /
ITY
/ PROPOSEDTHH C219
I /
� PKF #4402
SEE DETAIL X/XXN=377KF #4400
�� �27,60J 1650
/ \
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V v/
\
\ I
/ /
�/
(//
/ /
// / /i/
/ / /
/ / / / // /
\ /
�/ // ///// // //
111 i
/ /
/ / / /
CY�I �HIA BARBER
,LVF ESTATE II
I \ E. � o, PG. 688
/ T / 314, PARCEL 58
/ i -) 794 FRE TOWER RD /
/ / /
�/
i /
/ ��� � 37.23 \
�INNVVV35.111,4" ONWASA
35.44LWATERLINE
��i� dINV 37.11�
F �� — P SNP = —4HP
�" P
• PROPOSED 36'1 PC 250 PP
\ ;, . EOP DI FORCE MAIN
=
ov AHEAD \ _ ;
WH — — -
d"o
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�
_ /
— _
_
\ \ -1 . e�MME.,_ MEME��
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-
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\
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•u
I
Ii
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--_ - "----
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ISF
I �►
li
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377,494.60
���������
I •�
I
\
TOE
INV 37/.72
LOD /// TPF T LOD /// TPF TCE LOD /// TPF
INV137.7�9
2,438,225.52C)
TCE LOD /// TPA TC'41/171/.
P,
INv 41.11
CYNTHIA BARBER
LIFE ESTATE
D.B. 560, PG. 688
TAX MAP 314, PARCEL 58
ISF
r I E=2,438,080.27 I \�
I I \ �
m
= I r1
II I
II I MATTHEW R &
TIFFANY A MILLER
1N-V.36,
EXISTING ANCHOR POLE TO �
�
BE RELOCATED BY OTHERS o
PROPOSED STONE 6, -'
CHECK DAM, TYP.
CYNTHIA BAR ER / SEE DETAIL X/XX
—PROPOSED 10'TEMPORARY4,1
V
1
^TCE LOD /// TPF
8� .N=377,531.03•
11),
\
1320 SY OF TEMPORARY
TYPE 1 DITCH MATTING
SEE DETAIL 0227011
D.B. 3601, PG. 795 CONSTRUCTION EASEMENT D BLI5SO SPA. 688 PROPOSED�0 SF
M.B. 46, PG. I /
IMPACT SITE 25
TAX MAP 314, •PARCEL 58 CLASS RIP RAP
PARCEL
j 7 TAX MAP 314, 58.4 I 794 FIRE TOWER RD
I
IT I
Impact Site #
Impact Type
Area (ac.)
Length (ft)
I PROTECT, RETAIN, AND ADJUST
/ /
Site 25
Temporary
Stream
34.72
GRAPHIC SCALE IN FEET
II I EXISTING WATER METER, TYP.
\ y
0 20 40 80
fI I
50
50
45
. EXISTING GRADE
. P.ROPOSED
ALONG.
FORCE MAIN.
45
40
JOINTS
40
END REST.
STA 173+S
SLOPE UP
fif
s�
ft
35
—
��1
;
35
SLOPE UP
R.
.
q ELEV=35.05
—
_
_
—
5' MIN.
COVER,
TYP.
—
30
ELEV=34.39
ELEV=32.99
30
PROPOSED .36'
STA 173+36.97
45' RJ BEND
PROPOSED
PROFILE
36" FORCE MAIN
ELEV=32.78
q ELEV-32.58
"=40
HOR..
25
PROPOSED 36'
STA .173+26.29
45' RJ BEND
. . .
.1
1,1=4'
VERT.
ELEV=28.86
ELEV=28.34
.
25
O
.
r6
O
.
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.
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of
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.
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.
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173+00 173+50 174+00 174+50 175+00 175+50 176+00 176+50 177+00 177+50 178+00 178+50
179+00 179+50 180+00 180+50 181+00 181+50 182+00 182+50 183+00 183+50 184+00 184+50 185+00
K
300 WEST
PHONE:
NC LICENSE
mley* orn
© 2016 KIMLEY-HORN AND ASSOCIATES, INC.OF
MORGAN STREET, SUITE 1500, DURHAM. NC 27701
919-682-3583 FAX: [phone]
# F-0102 WWW.KIMLEY- HORN.COM
KHA PROJECT
015567007
CITY
WESTERN
PUBLIC
OF
JACKSONVILLE
PERMIT
SERVICES
REGIONAL
PREPARED
DRAWINGS
FOR
DEPARTMENT
7
NORTH
FORCE
CAROLINA
MAIN
SEAL:
PERMIT
DR,A\JVINGS
SHEET NUMBER
23
23
DATE
6/16/2022
SCALE 1" = 40'
DESIGNED BY NDR
No.
REVISIONS
DATE
BY
DRAWN BY JGB
This document, together with the concepts and designs presented herein, as an instrument of service, is intended only
for the specific purpose and client for which it was pndaAss Associates,Inc.and improper reliance on this document without
written authorization and adaptation by Kimley Horn and Associates, Inshall be without liability to Kimley Horn and
Associates, Inc.
CHECKED BY ZGP