20160756 Ver 1_Permit Drawings_20160803

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Associates, Inc.
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O 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
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015567007
DATE
6/24/2016
SCALE 1 " = 40'
DESIGNED BY ZGP
DRAWN BY JGB
CHECKED BY JAR
PARALLEL 24" HDD
RIVER CROSSING
40x 00
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0 for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without
awritten authorization and adaptation by Kimley—Horn and Associates, Inc. shall be without liability to Kimley—Horn and
Associates, Inc.
6
GMEN'F, 2
■
im e >>>Horn
O 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
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KHA PROJECT
015567007
DATE
6/24/2016
SCALE 1 " = 40'
DESIGNED BY ZGP
DRAWN BY JGB
CHECKED BY JAR
PARALLEL 24" HDD
RIVER CROSSING
40x 00
0
0
0
M
+
rn 0
PROPOSED WESTERN REGIONAL—
PUMP STATION
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(BY OTHERS)
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(��IIII 1 1 11111111 �11111�
X11110 X11111:
WESTERN REGIONAL SEWER SYSTEM
PERMIT DRAWINGS
PREPARED FOR
PUBLIC SERVICES DEPARTMENT
CITY OF JACKSONVILLE, NORTH CAROLINA SEAL:
ONO
C
GRAPHIC SCALE IN FEET
0 650 1300 2600
PERMIT DRAWINGS OVERALL
SHEET NUMBER
1
OF
23

Impact Site #
Impact Type Area (ac.)
Length (ft)
Site 28
Temporary Wetland 0.121
-
Site 28
Temporary Stream -
36.85
0IOPOSED 1" BFPA-
IN ENCLOSURE
,� �T2c' AU / / / °° SEE DETAIL D3/23Ln
1
Me49eSo� q�Nq°/ PROPOSED 1" YARD HYDRANT 1
SEE DETAIL D6/23
Y) L L L V_ REMOVABLE AL HANDRAILS
a SEE DETAIL D4/22
/ low PROPOSED WETWELL TOP -
'� SEE DETAIL D5/22
\ WET WELL
BOTTOM 8.40
�o INV\�N 14.60
o _��
// 'o s PROPOSED \7'x7'
/ T'&VALVE VAdLT\
REMOVABLE AL HANDRAILS
-
_n
L SEE DETAIL D4/22
WETLANDS UNE PROPOSED 12" RJ TEE
PER M.B. 49, PG. 67 PROPOSED 12" RJ 90° BEND
/ Ex. Sewage Pumping PROPOSED 4DIA.
i Station Easement METER VAULT
/ B. 48, Pg. 104 SEE DETAIL D1/23
\ / ( M. . Pg. 67 /
D. B. 324 \
\ � I
F - uc
o_ \\ \ \� \\) \ \ - -_ 141.99'
ONNECT TO EXISTING
w
\ 10" PVC FORCE MAIN EXISTING
WITH MJ LONG BODY -VOOD F CE
\ \ SOLID SLEEVE
_ PROPOSED 10 LF OF 10"
Ln \ \ DR18 C900 PVC FORCE MAIN
z_
\� PROPOSED RJ 45° BEND
Q
AND THRUST BLOCK,
SEE DETAIL D3/21
o
L
L �
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Ln
Q
" EXISTING 6'
PROPOSED FEN CeOOD FENCE
PROPOSED SEE DETAIL D5/23
If ff
12" RJ PROPOSED 12 x8
CROSS RJ REDUCER
PROPOSED 12" BYPASS
ASSEMBLY
SEE DETAIL D11/20
PROPOSED 12"
PLUG VALVE
TYP OF 3
PROPOSED 12"x10"
RJ REDUCER
Kiomley)))Horn
C: © 2016 KIMLEY-HORN AND ASSOCIATES, INC.
TLN o. REVISIONS DATE BY 300 WEST MORGAN STREET, SUITE 1500, DURHAM. NC 27701
This document, together with the concepts and designs presented herein, as an instrument of service, is intended only PHONE: [phone] FAX: [phone]
for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without
o written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and NG LICENSE 1�11F-0102 WWW.KMLEY-HORN.COM
a_ Associates, Inc.
KHA PROJECT
015567007
DATE
6/24/2016
SCALE 1 " = 10'
DESIGNED BY ZGP
DRAWN BY JGB
CHECKED BY JAR
U V I L V I I V V
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
ENTRANCE, TYP.
SEE DETAIL D4/24
Carriage Run Section II
M.B. 49, Pg. 67
Point Table
Point #
Northing
Easting
Description
1000
389326.3875
2475361.4135
WETWELL CENTER
L
L L L IL
2475419.1999
FENCE CORNER
1002
389364.5464
2475384.9604
FENCE CORNER
1003
389326.7109
ss L
Z L L L L L
1004
389292.5510
2475383.0023
FENCE CORNER
Q
389343.4443
2475363.9248
GATE CENTER
1006
L
2475397.5995
GENERATOR PAD
1007
PRO
z L L
L L
1008
389351.8221
I
ELECTRICAL BUILDING
L
389334.5596
2475385.4336
ELECTRICAL BUILDING
1010
L
2475378.5652
METER VAULT CENTER
I , ROPO
L L L
L L L L
HDPE WA
f��
�I ONNECT TO E
LL L L
L
i
L
L
2
L
I STONE CHEC
/ SEE,,DETAIL
Ditch
L
L L L L
L L
0IOPOSED 1" BFPA-
IN ENCLOSURE
,� �T2c' AU / / / °° SEE DETAIL D3/23Ln
1
Me49eSo� q�Nq°/ PROPOSED 1" YARD HYDRANT 1
SEE DETAIL D6/23
Y) L L L V_ REMOVABLE AL HANDRAILS
a SEE DETAIL D4/22
/ low PROPOSED WETWELL TOP -
'� SEE DETAIL D5/22
\ WET WELL
BOTTOM 8.40
�o INV\�N 14.60
o _��
// 'o s PROPOSED \7'x7'
/ T'&VALVE VAdLT\
REMOVABLE AL HANDRAILS
-
_n
L SEE DETAIL D4/22
WETLANDS UNE PROPOSED 12" RJ TEE
PER M.B. 49, PG. 67 PROPOSED 12" RJ 90° BEND
/ Ex. Sewage Pumping PROPOSED 4DIA.
i Station Easement METER VAULT
/ B. 48, Pg. 104 SEE DETAIL D1/23
\ / ( M. . Pg. 67 /
D. B. 324 \
\ � I
F - uc
o_ \\ \ \� \\) \ \ - -_ 141.99'
ONNECT TO EXISTING
w
\ 10" PVC FORCE MAIN EXISTING
WITH MJ LONG BODY -VOOD F CE
\ \ SOLID SLEEVE
_ PROPOSED 10 LF OF 10"
Ln \ \ DR18 C900 PVC FORCE MAIN
z_
\� PROPOSED RJ 45° BEND
Q
AND THRUST BLOCK,
SEE DETAIL D3/21
o
L
L �
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Ln
Q
" EXISTING 6'
PROPOSED FEN CeOOD FENCE
PROPOSED SEE DETAIL D5/23
If ff
12" RJ PROPOSED 12 x8
CROSS RJ REDUCER
PROPOSED 12" BYPASS
ASSEMBLY
SEE DETAIL D11/20
PROPOSED 12"
PLUG VALVE
TYP OF 3
PROPOSED 12"x10"
RJ REDUCER
Kiomley)))Horn
C: © 2016 KIMLEY-HORN AND ASSOCIATES, INC.
TLN o. REVISIONS DATE BY 300 WEST MORGAN STREET, SUITE 1500, DURHAM. NC 27701
This document, together with the concepts and designs presented herein, as an instrument of service, is intended only PHONE: [phone] FAX: [phone]
for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without
o written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and NG LICENSE 1�11F-0102 WWW.KMLEY-HORN.COM
a_ Associates, Inc.
KHA PROJECT
015567007
DATE
6/24/2016
SCALE 1 " = 10'
DESIGNED BY ZGP
DRAWN BY JGB
CHECKED BY JAR
U V I L V I I V V
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
ENTRANCE, TYP.
SEE DETAIL D4/24
Carriage Run Section II
M.B. 49, Pg. 67
Point 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
PERMIT DRAWINGS
PREPARED FOR
PUBLIC SERVICES DEPARTMENT
CITY OF JACKSONVILLE, NORTH CAROLINA
SEAL:
%-` 2
.a
2
2
2
8 2
1 °
60
1.0D
11' "
1'
OTES:
.1 CONTRACTOR SHALL REMOVE THE TOP FROM ESSHM-01, 02, & 03
AND REPLACE WITH NEW PRECAST CONCRETE RISER SECTION(S) AND
ECCENTRIC CONE TOP TO PROVIDE A NEW RIM ELEVATION OF 36.0'
M SL.
.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.
.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.
.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.
.5 CONTRACTOR SHALL PRESSURE GROUT ALL LEAKS IN WET WELL AFTER
CLEANING AND PRIOR TO APPLYING LINER.
.6 EXISTING WET WELL SHALL BE LINED AFTER THE INSTALLATION OF THE
WET WELL TOP AND PIPING PER SPECIFICATIONS SECTION 09 97 00.
0
J
I
�- - -
S
15" RCP
ECB
I TOP 37.02
I (� INV. 32.52
L0D
#1
J"ISF
2"BG
N=389,445.615
E=2,475,453.320
L ESSMH-02
PROPOSED 4' DIA RISER
SECTION(S) AND
EOCENTRIC CONE TOP
L SEE NOTES 11.1 �ND 11.2
L IL
ESSMH-03
PROPOSED 4' DIA RISER
SECTION(S) AND
ECCENTRIC CONE TOP
SEE NOTES 11.1 AND 11.Z L L L
INSET 1
PERMIT DRAWINGS
PERMANENT WETLAND,
TEMPORARY WETLAND
TEMPORARY STREAM
GRAPHIC SCALE IN FEET
0 5 10 20
WENNEEN
©©MENU©
MONSOON
RNMEMEN
SHEET NUMBER
2
OF
23
a
ESSMH-03
PROPOSED 4' DIA RISER
SECTION(S) AND
ECCENTRIC CONE TOP
SEE NOTES 11.1 AND 11.Z L L L
INSET 1
PERMIT DRAWINGS
PERMANENT WETLAND,
TEMPORARY WETLAND
TEMPORARY STREAM
GRAPHIC SCALE IN FEET
0 5 10 20
WENNEEN
©©MENU©
MONSOON
RNMEMEN
SHEET NUMBER
2
OF
23

a
N /F
BHP WESTERN
TRACT 1—A
M.B.57 P.208 SLIDE M-1042
PORTION OF D.B.1460 P.396
PROPOSED 24" DR -21
C905 PVC FORCE MAIN
OF PROPOSED
////MBL
EXISTING 30' UTILITY
EASEMENT
' N /F
I WESTER SIX INVESTORS LLC
D.B. 3226 P. 364LOT 1—C
M.B.69 P.108
OF PROPOSED
FUTURE ACCESS
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3.1 CONTRACTOR SHALL HOLD POLES AND
Site 19
Length (ft)
-
REMOVE GUY WIRES AS REQUIRED BY POWER
Z
W
�W
N W
WG1
U Q
U W
a}
L
LOJ
ac.)
NOTES:
Area(
3.1 CONTRACTOR SHALL HOLD POLES AND
Site 19
Length (ft)
-
REMOVE GUY WIRES AS REQUIRED BY POWER
COMPANY.
71.53
3.2 CARE SHALL BE EXERCISED WHEN WORKING
AROUND THE EXISTING TELECOM FIBER
CONDUIT. CONDUIT SHALL BE RELOCATED
AS NECESSARY TO ACCOMONDATE
CONSTRUCTION.
N/F
FINWARD LLC
50
Z
PERMANENT WETLAND
D.B. 4244, P. 159
TEMPORARY WETLAND
LOT 1—C
TEMPORARY STREAM
M.B.69 P.108
Impact Site#
Impact Type
Area(
Site 19
Temporary Stream
-
PROPOSED STONE
CHECK DAM, TYP.
SEE DETAIL D7/23
IMPACT SITE 19
5.0' 1 30'X105' ACCESS EA —
FUTURE ACCESS — — —
TPF
A kin
/ ` l -/ - -
—T —49 —T—�----T--0+80 21.1 � 51+00 - + vv V � �— - _
_ — — — —/— �>�0— IN�'42.88 \\ \ — — — — 0
_ HP — — — — —0 ' — — — OHP
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---_- --- _ — — - -- --- P.K. NAIL IN PP �`-- 1 - _ j—
EL=45.81 Cj
//\\------_ ---G.
---- ----- ---- PROPOSED 1,146 LF//\\ ---
- — — — — — — — — — — — — — — PROPOSED STONE OF SILT FENCE
�_ // N: 386219.13ft
_ — — — — — — FILTER, TYP. SEE DETAIL D1/23 // E: 2474484.89ft \\
P.K. NAIL IN PP SEE DETAIL D2/23\\
EL=49.01
-H7-,1 355.33ft
E: 2473877.59ft
N. 386116.83ft
DI E: 2474828.30ft
TOP=48.85
INV= 44.80
DI
- TOP=47.91
INV= 43.73
NC HWY 53 WESTERN BLVD. 200'R/W
N
Z
Z
W
0
GRAPHIC SCALE IN FEET
0 20 40 80
55
oc
U
N
i
O
55
50
Z
N. 386116.83ft
DI E: 2474828.30ft
TOP=48.85
INV= 44.80
DI
- TOP=47.91
INV= 43.73
NC HWY 53 WESTERN BLVD. 200'R/W
N
Z
Z
W
0
GRAPHIC SCALE IN FEET
0 20 40 80
55
55
50
50
EXISTING GRADE
ALONG
PROPOSED
FORCE MAIN
45
45
4.0' MIN.
COVER,
/
TYP.
1-------------
40
40
ELE
=42.24
4.0' MIN.
ELE
=40.84
� ELE
=77"
40.71
� ELE
=39.06
PROPOSED
24" DR -21
�
35
C905 PVC
FORCE MAIN
z
35
00
ELEV
38.80
ELEV=39.40
DO
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� ELE
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0
T No. REVISIONS DATE BY
a This document, together with the concepts and designs presented herein, as an instrument of service, is intended only
0 for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without
awritten authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and
Associates, Inc.
47+00 47+50 48+00 48+50 49+00
KHA PROJECT
015567007
Kimley)))Horn DATE
6/24/2016
O 2016 KIMLEY-HORN AND ASSOCIATES, INC. SCALE 1 " = 40'
300 WEST MORGAN STREET, SUITE 1500, DURHAM. NC 27701 DESIGNED BY ZGP
PHONE: [phone] FAX: [phone] DRAWN BY JGB
NC LICENSE #F-0102 WWW.KIMLEY-HORN.COM CHECKED BY JAR
49+50 50+00 50+50 51+00 51+50 52+00 52+50 53+00 53+50 54+00 54+50 55+00 55+50 56+00
WESTERN REGIONAL SEWER SYSTEM
PERMIT DRAWINGS
PREPARED FOR
PUBLIC SERVICES DEPARTMENT
CITY OF JACKSONVILLE, NORTH CAROLINA
SEAL:
PERMIT DRAWINGS
SHEET NUMBER
3
OF
23

FA
N1
v
Impact Site #
Impact Type
I Area (ac.)
Length (ft)
Site 20
ITernporary Stream
I -
40.25
IMPACT SITE 20
PROPOSED STONE
CHECK DAM, TYP.
SEE DETAIL D7/23
V WNW
•� i .�_
,�'°�-►rte-- _T = — � � 4`�� � \
`00 — —OHP —
1 �. -��— —
-G—
N /F
MERTK LLC
D.B.3060 P.896
M.B.26 P.79
OF PROPOSED
FUTURE ACCESS
/ N /F
BHP WESTERN
/ TRACT 1-A
M.B.57 P.208 SLIDE M-1042
OF PROPOSED MBL PORTION OF D.B.1460 P.396
PROPOSED 24" DR -21 FUTURE ACCESS EXISTING 30' UTILITY
C905 PVC FORCE MAIN
EASEMENT
NOTES:
4.1 CONTRACTOR SHALL HOLD POLES AND
REMOVE GUY WIRES AS REQUIRED BY POWER
COMPANY.
4.2 CARE SHALL BE EXERCISED WHEN WORKING
AROUND THE EXISTING TELECOM FIBER
CONDUIT. CONDUIT SHALL BE RELOCATED
AS NECESSARY TO ACCOMONDATE
CONSTRUCTION.
PERMANENT WETLAND
TEMPORARY WETLAND
TEMPORARY STREAM
T -35+00_t j —_36-x-00 — �� — -- ------ — -- -t0$'-- — _ _ \_ _ = _= — —T ------T— . �'�'(�9 —T ------T
\ \ / U� = — —J G LOQ` — — — = o _—__— _ _ _ L �\
—OHP — — — — — — — — — — — — — — — — — — _ — — — _ _ _ — — —_ _ — —_— —_— — — — — — — \ _ � — — e0 I8
-� -- — ---- --_ -- — _ _ —� __ _---_`-�QH� ---- OHP
—� —G = G— — = —G Lei— — — — — — — — ---
-;S
G_ =G� _ _ � — —— '- / - — — — — _ — — — — — — — — — — ` — — �G� — — —G
—_---___� — ---= — — --- S \ / —G —rte-
_ — — _
���� �� - ---- ------ - ISS--- ------ PROPOSED 1,145 LF P.K. NAIL IN PP -----_------_— _ --
_ _ OF SILT FENCE EL=44.77
N: 386415.71 ft
PROPOSED STONE SEE DETAIL D1/23 E: 2473455.29ft
P.K. NAIL IN PP FILTER, TYP. N:386432.23ft EOP
EL=41.08 SEE DETAIL D2/23 E: 2473126.51 ft ~�
- NC HWY 53 WESTERN BLVD. 200, R/W
Q
PROPOSED AVV #1
SEE DETAIL D2/20
GRAPHIC SCALE IN FEET
0 20 40 80
50
3
0
50
PROPOSED AVV #1
SEE DETAIL D2/20
GRAPHIC SCALE IN FEET
0 20 40 80
50
50
EXISTING GRADE
ALONG
PROPOSED
FORCE MAIN
45
45
SLOPE UP
SLOPE UP
4.0' MIN.
COVER,
TYP.
40
40
_
_
ELEV=4
.35
q ELEV
42.28
Q
o
O ELEV
42.82 q
ELEV=42.31
PROPOSED
24" DR -21
q ELEV=
0.00
o
(1`
Ln
N 0)
C905 PVC
FORCE MAIN
a_
Q
35
q ELEV=
8.31
�~-a_
35
Cn Of
ELEV=
6.52
4.0' MIN.
30
30
ELEV=
0.06
25
25
17
N
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00
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N
N
N
(0
O
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O
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r)
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c0
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00
00
00
00
00
33+00 33+50 34+00 34+50
L
Q
0
E
0
T No. REVISIONS DATE BY
a This document, together with the concepts and designs presented herein, as an instrument of service, is intended only
0 for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without
awritten authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and
Associates, Inc.
35+00 35+50 36+00 36+50 37+0
■
Kimley)))Horn
O 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
0 37+50
KHA PROJECT
015567007
DATE
6/24/2016
SCALE 1 " = 40'
DESIGNED BY ZGP
DRAWN BY JGB
CHECKED BY JAR
38+00 38+50 39+00 39+50 40+00 40+50 41+00
WESTERN REGIONAL SEWER SYSTEM
PERMIT DRAWINGS
PREPARED FOR
PUBLIC SERVICES DEPARTMENT
CITY OF JACKSONVILLE, NORTH CAROLINA
SEAL:
41+50 42+00 42+50 43+00 43+50 44+00 44+50
PERMIT DRAWINGS
SHEET NUMBER
4
OF
23

NOTES:
1. ALL EXISTING SEWER FROM STA 10+61 TO STA
56+88 SHALL BE REMOVED AND REPLACED.
2. ALL WATERLINES NOT REMOVED BY THE
CONTRACTOR SHALL BE ABANDONED IN PLACE
WITH FLOWABLE FILL.
PERMANENT WETLAND
TEMPORARY WETLAND
TEMPORARY STREAM
Impact Site # Impact Type Area (ac.) Length (ft)
Site 2 Temporary Wetland 0.325 -
Site 2 Temporary Stream - 81.91
IMPACT SITE 2
7�7
EXISTING
WETLANDS PROPOSED ZHH-310
� SEE DETAIL-X/XX
2 1-1/2" HDPE PROPOSED PROPOSED 36"
STONE FI LTE
TELECOM CONDUITS WITH - PROPOSED THH-311
1250# PULL TAPE PVC, TYP CHECK DAM p 8_9 -
68 � 10 VC WATERLINE FA� �A1L SEE DETAIL XXX
/
EXISTING ABANDON L IMPACT SITE 1 _ 6p'R/W
WETLANDS PROPOSED SSMH-29 EXISTING 6" PVC_ - -
- 1 STA 62+47.49 WATER MAIN _ - 8EE
s
RIM=28.53 O
- -
--INV IN=13.45 �� w
20' TEMPORARY INV OUT -13.35 -� 66 / / _, PLUG EXISTING 10"
CONSTRUCTION N: 380389.2849
EASEMENT E: 2466898.6459 � � � � �W_., - w _ �� � � GATE VALVE
EXISTING 10" PVC STUB
=� PROPOSED SSMH-27 EXISTING 60' / w d ! Ex" SMH OUT TO BE ABANDONED
STA 59+63.08 - _ RI 27.0
EASEMENT _ _ _ THOMAS TOMMIE C JR
Z _` % CLEARING 7 4+ _' I W \ i _ -=-� - RIM 27^2 1 \\"j 1 �T� 1 -i 4.45 & RHONDA G
RIM -27.82 �_ ti.
INV IN -11.69 i Ru `INv-14.01
LIMITS �� w ate. U0 On
� - - ��_ � � � INV OUT=11.59 � � ��� � � �� wAjNE �' �I CONNECT TO EXISTING ill 1� �p � + I TAX MAP 3398 - 129
N. 380240.7810 _ -S P w a,� lil 1 0
A�\ \ + mss �'pvC sEWR 10.0' MI w 6 PVC WATER MAIN \ 0 1 1 PROPOSED THH-312
I _ = - PROPOSED N CONSTRUCTION OP. WITH RESTRAINED 90' 1 li 1 1 SEE DETAIL X/XX
c s E. 2
PROPOSED B THH-309 w a BEND AND RESTRAINED 1
w �r ��/ , -ss' _ _ w �� Ex �sMH SEE DETAIL 02517701 R MJ LONG BODY SOLID
'�� _ _ SEE DETAIL X/XX / _ - R M=28.2
IN,- / ss �_ w gINv=12.95 SLEEVE
PROPOSED SSMH-30 1 1
L o -26 s,r ' STA 66+07.49
STA 58+66.40 RIM-25.93
PROPOSED SSMH
RIM=25.42 / INV IN -15.93 -
INV IN=11.06 / / PROPOSED 6 DR -21 INV OUT=15.43
co INV OUT=10.96 ' / C900 PVC WATER MAIN N: 380602.5430
o N: 380144.2874 \ \ mss / ��� �/ R M S25 s7 E. 2466608.6097 EXISTING
m E: 2467091.0290 ��� 5� - WETLANDS
9.6° ,I 1 INV=11.49 - - - - - - EXISTING 16 PVC
- / N. T8o+�g 4oft FI` �< �f1-Cl, Pali iT) CONDENSATE LINE TO REMAIN
L 4t�EPr:�.77ft FI �/',_ �
/
/
�
�� iJiH(USV
AS BM) /
RIM -27.97
PROPOSED 6" -
Q) RJ 22.5° BEND PROPOSED 6" iv=1o/0 2 \ -
PROPOSED THRUST BLOCK RJ 45° BEND
SEE DETAIL X/XX
i
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Impact Site #
Impact Type
V� �
Length (ft)
PROPOSED SSMH-31
f 1: 380659.44ft
'' TOP NUT=23.45
FW
-
STA 68+06.32
''4r6410.18ft
�IvJ 80736 ;_f�
0)
N
I
RIM=26.95
4166,41 A
INV IN=17.53
STEWARD
CAMPBELL
INV OUT=17.03
82ft- ft
JADE &
AUTUMN
N: 380721.3871
TAX MAP 339 - 19.16
E: 2466449.2009
`'NV
2
(0
WV,
2
O)
PROPOSED 8" STUB
OUT
TOS NUT= 3.56
WITH RJ
CAP
PROPOSED 10"x8" TAPPING
SLEEVE AND VALVE
R
w
TELECOM CONDUITS WITH - PROPOSED THH-311
1250# PULL TAPE PVC, TYP CHECK DAM p 8_9 -
68 � 10 VC WATERLINE FA� �A1L SEE DETAIL XXX
/
EXISTING ABANDON L IMPACT SITE 1 _ 6p'R/W
WETLANDS PROPOSED SSMH-29 EXISTING 6" PVC_ - -
- 1 STA 62+47.49 WATER MAIN _ - 8EE
s
RIM=28.53 O
- -
--INV IN=13.45 �� w
20' TEMPORARY INV OUT -13.35 -� 66 / / _, PLUG EXISTING 10"
CONSTRUCTION N: 380389.2849
EASEMENT E: 2466898.6459 � � � � �W_., - w _ �� � � GATE VALVE
EXISTING 10" PVC STUB
=� PROPOSED SSMH-27 EXISTING 60' / w d ! Ex" SMH OUT TO BE ABANDONED
STA 59+63.08 - _ RI 27.0
EASEMENT _ _ _ THOMAS TOMMIE C JR
Z _` % CLEARING 7 4+ _' I W \ i _ -=-� - RIM 27^2 1 \\"j 1 �T� 1 -i 4.45 & RHONDA G
RIM -27.82 �_ ti.
INV IN -11.69 i Ru `INv-14.01
LIMITS �� w ate. U0 On
� - - ��_ � � � INV OUT=11.59 � � ��� � � �� wAjNE �' �I CONNECT TO EXISTING ill 1� �p � + I TAX MAP 3398 - 129
N. 380240.7810 _ -S P w a,� lil 1 0
A�\ \ + mss �'pvC sEWR 10.0' MI w 6 PVC WATER MAIN \ 0 1 1 PROPOSED THH-312
I _ = - PROPOSED N CONSTRUCTION OP. WITH RESTRAINED 90' 1 li 1 1 SEE DETAIL X/XX
c s E. 2
PROPOSED B THH-309 w a BEND AND RESTRAINED 1
w �r ��/ , -ss' _ _ w �� Ex �sMH SEE DETAIL 02517701 R MJ LONG BODY SOLID
'�� _ _ SEE DETAIL X/XX / _ - R M=28.2
IN,- / ss �_ w gINv=12.95 SLEEVE
PROPOSED SSMH-30 1 1
L o -26 s,r ' STA 66+07.49
STA 58+66.40 RIM-25.93
PROPOSED SSMH
RIM=25.42 / INV IN -15.93 -
INV IN=11.06 / / PROPOSED 6 DR -21 INV OUT=15.43
co INV OUT=10.96 ' / C900 PVC WATER MAIN N: 380602.5430
o N: 380144.2874 \ \ mss / ��� �/ R M S25 s7 E. 2466608.6097 EXISTING
m E: 2467091.0290 ��� 5� - WETLANDS
9.6° ,I 1 INV=11.49 - - - - - - EXISTING 16 PVC
- / N. T8o+�g 4oft FI` �< �f1-Cl, Pali iT) CONDENSATE LINE TO REMAIN
L 4t�EPr:�.77ft FI �/',_ �
/
/
�
�� iJiH(USV
AS BM) /
RIM -27.97
PROPOSED 6" -
Q) RJ 22.5° BEND PROPOSED 6" iv=1o/0 2 \ -
PROPOSED THRUST BLOCK RJ 45° BEND
SEE DETAIL X/XX
i
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Impact Type
Area (ac.)
Length (ft)
Site 1
ITemporarywetiand
I 0.075
-
GRAPHIC SCALE IN FEET
0 20 40 80
Q) 57+50 58+00 58+50 59+00 59+50
Q
O
a No. REVISIONS DATE BY
m
6 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
owritten authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and
0 Associates, Inc.
60+00 60+50 61+00 61+50 62+00
KHA PROJECT
015567007
Kim e )))Horn DATE
6/24/2016
@ 2016 KIMLEY-HORN AND ASSOCIATES, INC. SCALE 1 " = 40'
300 WEST MORGAN STREET, SUITE 1500, DURHAM. NC 27701 DESIGNED BY ZGP
PHONE: [phone] FAX: [phone] DRAWN BY JGB
NC LICENSE #F-0102 WWW.KIMLEY-HORN.COM CHECKED BY JAR
62+50 63+00
63+50 64+00
64+50
c0
N
I
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r`
N
I
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20
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263.23
LF @ 0.55%
6" PVC
198.83 LF
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360.00
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t-
15
15
LF OF
187.73 LF @
0.55% 36" PV
96
68
913.68
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136.40 LF @ 0-55%
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a No. REVISIONS DATE BY
m
6 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
owritten authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and
0 Associates, Inc.
60+00 60+50 61+00 61+50 62+00
KHA PROJECT
015567007
Kim e )))Horn DATE
6/24/2016
@ 2016 KIMLEY-HORN AND ASSOCIATES, INC. SCALE 1 " = 40'
300 WEST MORGAN STREET, SUITE 1500, DURHAM. NC 27701 DESIGNED BY ZGP
PHONE: [phone] FAX: [phone] DRAWN BY JGB
NC LICENSE #F-0102 WWW.KIMLEY-HORN.COM CHECKED BY JAR
62+50 63+00
63+50 64+00
64+50
65+00 65+50
WESTERN
REGIONAL
SEWER
SYSTEM
PERMIT DRAWINGS
PREPARED FOR
PUBLIC SERVICES DEPARTMENT
CITY OF JACKSONVILLE, NORTH CAROLINA .
66+00 66+50 67+00 67+50 68+00 68+50 69+00 69+50
SHEET NUMBER
PERMIT DRAWINGS 5
OF
23

I I I I A PROPOSED SSMH-18 /
\
I I I II I PROPOSE THH-307 STA 48+15.74 / PROPOSED SSMH .55 / �/� /EXISTING
I STA 52+38.55
I I I SEE DETAIL X/XX RIM -13.04 RIM -13.63 WETLAND
a INV IN=1.69 EXISTING INV IN=2.39
EXISTING' I - INV OUT=1.59 WETLAND INV OUT=2.29
WETLAND \ N: 379254.8324
3579
E: 2466686.1365 40' TEMPORARY CLEARING E: 2466897.4322
�� �� I II I _�4� �
CONSTRUCTION LIMITS
�_Ssr�H - - EASEMENT
\ \ \ V A VA \ \ A M=10.00
\ \ \ \ INV=0:94- - EXISTING 30'
A A VA I EASEMENT
-- _
\
30'U
NV=1.36CF TERErt
wl
/
PROPOSED SSMH-17-
STA 46+85.07
EXISTINGRIM=13.05 4-
WETLAND INV IN=1.43
INV OUT=1.33
- -I:-379129.4890
E-2466723.0387
r,
F w
IEX SSMH \�
I !/
(C
EX SSMH
RIM=10.47
It t
Dc�
t \t t
If
2 1-1/2" HDPE PROPOSED--"*'
TELECOM CONDUITS WITH
1250# PULL TAPE
Impact Site # Impact Type
Area (ac.)
Length (ft)
Site 4 Temporary Wetland
0.545
-
Site 4 Temporary Stream
-
72.51
o
Q �
PROPOSED SSMH-16
o STA 45+78.37
E RIM=11.50
INV IN=0.91
;J INV OUT=0.71
N: 379023.2479
I E: 2466732.9653
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PROPOSED SSMH-19
STA 50+46.25
RIM=13.72
INV IN=2.06
INV OUT=1.96
N: 379422.5417
E: 2466844.2767
V X t
IMPACT SITE 3
PROPOSED SSMH-22
STA 56+45.31
RIM=16.60
INV IN=3.95 /
INV OUT=3.95
N: 379951.8780
E: 2467075.2950
EX Sh
\RI 11.x_
�,lNV=�. 79
�L I VD ­n2 ;Ifs 12.42
INV=1.94� - �y
Impact Site #
Impact Type
Area (ac.)
Length (ft)
Site 3
Temporary Wetland
0.118
-
Site 3
Temporary Stream
-
80.56
STONE FILTER
(TYP.)
EXISTING
WETLAND
PROPOSED SSMH-21
STA 53+52.84
RIM=14.31
INV IN=2.63
INV OUT=2.53
N: 379671.5127
E: 2466992.0126
PROPOSED THH-308 PROPOSED
SEE DETAIL X/XX 36" PVC
EX SSMir;
RI1�=14.31
NOTE:
1. ALL EXISTING SEWER FROM STA 10+61
TO STA 56+88 SHALL BE REMOVED
AND REPLACED.
2. VENT PIPES FOR SSMH-22 THROUGH
SSMH-25 SHALL BE 8" DIA.
3. ALL WATERLINES NOT REMOVED BY
THE CONTRACTOR SHALL BE
ABANDONED IN PLACE WITH FLOWABLE
FI LL.
ERMANENT WETLAND
TEMPORARY WETLAND
TEMPORARY STREAM
Impact Site #
Impact Type
Area (ac.) Length (ft)
Site 2
Temporary Wetland
0.325 -
Site 2
Temporary Stream
81.91
+ - m ROPOSED SSMH-23 V ��
STA 56+73.05 PROP6S D� SS_,H-15
E S ` �
If
EXISTING RCP SS
TO BE REPLACED
WITH 42" PVC
i RIM= 15.82 x MH STA'57+30
RIM=15.41 -1_
INV IN=5.561NV IN=8.56 r, s RIM= 17.85
/ INV IN=8.56 INV=2.79 \�`y�, INV IN=10.21 _
INV OUT=4.07 �` \ \� PROPO D INV OUT=7.87 -
N: 379951.3138 \_ N: 380008.149
E: 2467103.0301 `�� 6 DR -2 246709. 955
\ C900 PVC -
IMPACT SITE 2 WATER MAIN
IMPACT SITE 2 - --
ABANDON EXISTING 6"
PVC WATERLINE
OPOSED SSMH-24
` S A 5 0
/ PROPOSED THRUST BLOCK / IM=15.70
_ tt vSEE DEJAIL X/4X
- � INV IN=7.71
- EX SSMH xINV OUT=5.71
CONNECT TO EXISTING 6" PVC WATER MAIN BRIM=1257�\ N: 379978.2073
WITH RESTRAINED 90' BEND AND RESTRAINED INV=3.19 E: 2467101.3576
MJ LONG BODY SOLID SLEEVE
GRAPHIC SCALE IN FEET
0 20 40 80
Q) 45+50 46+00 46+50 47+00 47+50 48+00 48+50 49+00 49+50 50+00 50+50 51+00 51+50 52+00 52+50 53+00 53+50 54+00 54+50 55+00 55+50 56+00 56+50 57+00 57+50
KHA PROJECT
015567007 SHEET NUMBER
< Kim e )))Horn DATE PERMIT DRAWINGS
6/24/2016 6
SCALE 1 " = 40' PREPARED FOR PERMIT DRAWINGS
o ©2016 KIMLEY-HORN AND ASSOCIATES, INC. OF
m No. - D REVISIONS DATE BY 300 WEST MORGAN STREET, SUITE 1500, DURHAM. NC 27701 DESIGNED BY ZGP PUBLIC SERVICES DEPARTMENT
-0 This document, together with the concepts and designs presented herein, as an instrument of service, is intended only PHONE: [phone] FAX: [phone] DRAWN BY JGB
o0 for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without CITY O F JACKSONVILLE NORTH CAROLINA 23
written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and NG LICENSE #F-0102 WWW.KMLEY-HORN.COM CHECKED BY JAR 1
01 Associates, Inc. SEAL:
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KHA PROJECT
015567007 SHEET NUMBER
< Kim e )))Horn DATE PERMIT DRAWINGS
6/24/2016 6
SCALE 1 " = 40' PREPARED FOR PERMIT DRAWINGS
o ©2016 KIMLEY-HORN AND ASSOCIATES, INC. OF
m No. - D REVISIONS DATE BY 300 WEST MORGAN STREET, SUITE 1500, DURHAM. NC 27701 DESIGNED BY ZGP PUBLIC SERVICES DEPARTMENT
-0 This document, together with the concepts and designs presented herein, as an instrument of service, is intended only PHONE: [phone] FAX: [phone] DRAWN BY JGB
o0 for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without CITY O F JACKSONVILLE NORTH CAROLINA 23
written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and NG LICENSE #F-0102 WWW.KMLEY-HORN.COM CHECKED BY JAR 1
01 Associates, Inc. SEAL:

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I 1 11 I 11 / lI1/Ii WETLAND
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AIL X/XX
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ST39+42.07MH-13
Z_ 2 1-1/2" HDPE PROPOSED - / // / I I CLEARING RIM=14.94
Q TELECOM CONDUITS WITH _ 40' TEMPORARY / / I I LIMITS INV IN= -0.56 V 0 0
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IMPACT SITE 5
Impact Site # Impact Type Area (ac.)
Length (ft)
Site 5 Temporary Wetland 0.088
-
Site 5 Temporary Stream -
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EXISTING
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PROPOSED THH-
SEE ETAIL X/XX -
EXISTING 24" RCP
TO BE REMOVED
AND REPLACED Ex SSMH
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gINV=-0.17
PROPOSED SSMH-15
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RIM=9.88
INV IN=0.46
INV OUT=0.36
N: 378911.0630
E: 2466833.8640
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Area (ac.)
Length (ft)
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0.545
-
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-
72.51
t t PROPOSED SSMH-14
STA 41+36.50
t RIM=11.63
INV IN= -0.13
INV OUT= -0.23
N: 378625.0580
E: 2466887.4584
NOTE:
1. ALL EXISTING SEWER FROM STA 10+61
TO STA 56+88 SHALL BE REMOVED
AND REPLACED.
2. BEDDING FOR PIPE INSTALLED BETWEEN
MH -01 AND MH -25 SHALL BE TYPE
B.3 SEE DETAIL XXXX.
ERMANENT WETLAND
TEMPORARY WETLAND
TEMPORARY STREAM
GRAPHIC SCALE IN FEET
0 20 40 80
33+50 34+00 34+50 35+00 35+50 36+00 36+50 37+00 37+50 38+00 38+50 39+00 39+50 40+00 40+50 41+00 41+50 42+00 42+50 43+00 43+50 44+00 44+50 45+00 45+50
KHA PROJECT WESTERN REGIONAL SEWER SYSTEM
015567007 SHEET NUMBER
< Kim e )))Horn DATE PERMIT DRAWINGS 6/24/2016 7
SCALE 1 " = 40' PREPARED FOR PERMIT DRAWINGS
0 © 2016 KIMLEY-HORN AND ASSOCIATES, INC. OF
No. REVISIONS DATE BY 300 WEST MORGAN STREET, SUITE 1500, DURHAM. NC 27701 DESIGNED BY ZGP PUBLIC SERVICES DEPARTMENT
-0 This document, together with the concepts and designs presented herein, as an instrument of service, is intended only PHONE: [phone] FAX: [phone] DRAWN BY JGB
0 for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without CITY O F JACKSONVILLE NORTH CAROLINA L
0 written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and NC LICENSE #F-0102 WWW.K MLEY-HORN.COM
° Associates, Inc. CHECKED BY JAR 7 SEAL:
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KHA PROJECT WESTERN REGIONAL SEWER SYSTEM
015567007 SHEET NUMBER
< Kim e )))Horn DATE PERMIT DRAWINGS 6/24/2016 7
SCALE 1 " = 40' PREPARED FOR PERMIT DRAWINGS
0 © 2016 KIMLEY-HORN AND ASSOCIATES, INC. OF
No. REVISIONS DATE BY 300 WEST MORGAN STREET, SUITE 1500, DURHAM. NC 27701 DESIGNED BY ZGP PUBLIC SERVICES DEPARTMENT
-0 This document, together with the concepts and designs presented herein, as an instrument of service, is intended only PHONE: [phone] FAX: [phone] DRAWN BY JGB
0 for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without CITY O F JACKSONVILLE NORTH CAROLINA L
0 written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and NC LICENSE #F-0102 WWW.K MLEY-HORN.COM
° Associates, Inc. CHECKED BY JAR 7 SEAL:
3
2

EXISTING
WETLANDS
PROPOSED THH-303
SEE DETAIL X/XX
PROPOSED SSMH-07
STA 22+15.53
RIM=7.20
INV IN= -5.22
INV OUT= -5.32
N: 377685.6825
E: 2465516.6144
v
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Site 8
Temporary Stream - 89.55
A
2 PROPOSED SSMH 08-
/ STA 24+40.85
RIM=7.87
INV IN -4:69
INV OUT= -4.79
N: 377636.0820
E: 2465736.4162
/
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EXISTING
WETLANDS
Impact Site #
Impact Type
Area (ac.)
Length (ft)
Site 7
[Temporary Wetland
1 0.043
-
IMPACT SITE 71
(-2 1-1/2" -HDPE PROPOSED
TELECOM CONDUITS WITH 1250#
PULL TAPE
PROPOSED SSMH-11
STA 33+28.41
RIM=7.97
INV IN= -2.33
r
, INV OUT= -2.43
N: 377965.7759
E: 2466446.6324_
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q NTERED�-0 SANITT F
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iq
PROPOSED THH-304
I SEE DETAIL X/XX
PROPOSED SSMH-09 CLEARING
40' TEMPORARY
STA 27+22.87 , LIMITS
RIM=7.70 /
CONSTRUCTION INV IN= -4.06
EASEMENT INV OUT= -4.16 /' /' - _ Ex --- SSMH
N: 377574.0044 RIM=8.1
SIN =
E: 2466011.5099 - - v--1.42
/
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- - -
Free -
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EXISTING 24" RCP - -%
- TO BE REMOVED
NOTE:
1. ALL EXISTING SEWER FROM STA 10+61 TO STA 56+88
SHALL BE REMOVED AND REPLACED.
2. BEDDING FOR PIPE INSTALLED BETWEEN MH -01 AND
MH -25 SHALL BE TYPE B.3 SEE DETAIL XXXXX.
PERMANENT WETLAND
TEMPORARY WETLAND
TEMPORARY STREAM
EXISTING 30'
EASEMENT
IMPACT SITE 6
/ STONE FILTER (TYP.)
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I Area (ac.)
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KHA PROJECT WESTERN REGIONAL SEWER SYSTEM
3 � 015567007 SHEET NUMBER
< im e )))Horn DATE 6/24/2016 PERMIT DRAWINGS 8
SCALE 1 " = 40' PREPARED FOR PERMIT DRAWINGS
0 © 2016 KIMLEY-HORN AND ASSOCIATES, INC. OF
No. REVISIONS DATE BY 300 WEST MORGAN STREET, SUITE 1500, DURHAM. NC 27701 DESIGNED BY ZGP PUBLIC SERVICES DEPARTMENT
-0 This document, together with the concepts and designs presented herein, as an instrument of service, is intended only PHONE: [phone] FAX: [phone] DRAWN BY JGB
for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without CITY O F JACKSONVILLE NORTH CAROLINA L 3
written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and NC LICENSE #F-0102 WWW.KMLEY-HORN.COM
° Associates, Inc. CHECKED BY JAR 7 SEAL:
2

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\ REMOVE PIPE FRO
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GROUT INVERT IN i PROPOSED SSMH + /� �� / �� % / �/ WETLAND
\\ I I \ (BY OTHERS)
Impact Site�TernporaryWetlandl
Impact Type
Area (ac.)
Length (ft)
Site 9
0.177
-
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Impact Site�TernporaryWetlandl
Impact Type
Area (ac.)
Length (ft)
Site 9
0.177
-
IMPACT SITE 9
W
EXISTING
WETLAND
PROPOSED SSMH-06
NOTE:
1. ALL EXISTING SEWER FROM STA 10+61 TO STA 56+88
SHALL BE REMOVED AND REPLACED.
2. ALL SEWER LINES NOT REMOVED BY THE CONTRACTOR
SHALL BE ABANDONED IN PLACE WITH FLOWABLE FILL
3. BEDDING FOR PIPE INSTALLATION BETWEEN MH -01
AND MH -25 SHALL BE TYPE B.3 SEE DETAIL XXXX
ERMANENT WETLAND
TEMPORARY WETLAND
TEMPORARY STREAM
STA 19+00.56
RIM=8.03
INV IN= -5.70 JIMPACT SITE 8
INV OUT= -5.80 // Impact Site # Impact Type Area (ac.) Length (ft)
N: 377379.1271 / Site 8 Temporary Wetland 0.307 -
E: 2465444.3004 % Site 8 Temporary Stream - 89.55
STA 10+0 + / // / WILR
PROPOSED SSMH-03 ���M
STA 12+13.94 PROPOSED SSMH-05
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N• 377177 9899-
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E: 2465502.3734 - - 24"R s WER
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STA_TG4-61.66
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0 SEE DETAIL 0260113 TA. 14+72.99 STA. 15+86.17 STA. 18+70.35 SEE DETAIL. 0260113 EE DETAIL 026 113 0
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KHA PROJECT
015567007 WESTERN REGIONAL SEWER SYSTEM SHEET NUMBER
DATE
Q )))Horn 6/24/2016 PERMIT DRAWINGS 9
SCALE 1 " = 40' PREPARED FOR PERMIT DRAWINGS
o ©2016 KIMLEY-HORN AND ASSOCIATES, INC.
No. REVISIONS DATE BY 300 WEST MORGAN STREET, SUITE 1500, DURHAM. NC 27701 DESIGNED BY ZGP OF
PUBLIC SERVICES DEPARTMENT
- 0 This document, together with the concepts and designs presented herein, as an instrument of service, is intended only PHONE: [phone] FAX: [phone] DRAWN BY JGB
0 for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without
CITY OF JACKSONVILLE NORTH CAROLINA 23
r7
written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and NC LICENSE #F-0102 WWW.KMLEY-HORN.COM
° Associates, Inc. CHECKED BY JAR 7 SEAL:
2

mows
'MMTOMMIAl E 9C Jt
_T•% NAP 3398 129
/I
IV. /JV. /— LII
E: 2466'419.75ft
Impact Site #
Impact Type
Area (ac.) Length (ft)
Site 26
Temporary Stream
- 32.01
� � / � / /iii%� _ • • •i/�/ / � �� _ '�� / �/�� �
� � � / � — — i jai i —��-„� •' � — —��<>6�-� — �iGj/ i�/
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—
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--TLAND LIMITS
I
k Impact Site #1 Impact Type I Area (ac.) I Length (ft) II
CULVERT
II -7
EXISTING 24" RCP
CULVERT TO REMAIN
STAGING AREA #2
NOTES:
4.1 CONTOURS ARE BASED ON 2FT LIDAR
AERIAL TOPOGRAPHY.
4.2 ACCESS DRIVE SHALL FOLLOW EXISTING DIRT
ROAD. CONTRACTOR SHALL PROVIDE ABC
FILL AS NECESSARY TO RESTORE
DEPRESSIONS, GULLIES, AND WASHOUTS
PRIOR TO MAKING PROPOSED ACCESS DRIVE
IMPROVEMENTS.
4.3 CONTRACTOR SHALL CLEAR A 30 FOOT WIDE
CORRIDOR ALONG PROPOSED ALIGNMENT.
4.4 INSTALL CONDUIT A MINIMUM OF 18" BELOW
GRADE.
4.5 ALL EXISTING LOGGING TRAILS AND ACCESS
DRIVES SHALL REMAIN OPEN.
IIIEMF'ORARY 51REAM I
EXISTING LOGGING TRAIL
TO REMAIN OPEN
PROPOSED COMBINATION SILT \
FENCE/TREE PROTECTION \
FENCE BOTH SIDES OF DRIVE � — —
v v 7v
\\V
I\\
GRAPHIC SCALE IN FEET
40
40
ADD GRANULAR
FILL
AS NECESSARY
EXISTING
PAVEMENT
EDGE OF
PAVEMENT
EXISTI
G 8" PVC
EXISTING
GRADE
PROPOSED
ACCESS
EXISTING
24" RCP
30
CULVERT
DRIVE CROWN
[CULVERT
30
ACCESS
ROAD IMPR
VEMENTS
_
(SEE DETAIL
0251101R)
3.5'
MIN.
18" MIN.
COVER,
TYP.
20
20
PROPO
ED X"x3"
PROPOSED
3" SDR -9
RJ REDUCER
HDPE WATERLINE
8" MIN.
10
10
EXISTING
GRADE ALONG
CENTERLINE
OF PROPOSED
ACCESS
DRIVE
PROFILE
"=100' HOR
PROPOSED
GRADE
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ERLINE
1"=10' VERT.
OF PROPOSED
ACCESS
DRIVE
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r
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O
c0
c0 O
c0
c0 O•—
r7
0 �•—
r700
•—
d
N
00 N
00 O
c0 a0
d
NO
O
N
O
O N
O
O N
O
O N
O
O N
O
O N
O
O N
O
O N
O
O N
O
O N
O
O N
O cfl
N
O O
N
O cfl
N
cD W)
N
O V)
N
� N
N
N
N N
N
N N
N
r7 N
N
� N
N
� N
N
N
r7 N
N N
N
N N
N
N N
N
N O
N
00
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N N
N
N
N
N
N
N
N
N
N
N
N
E 9+00 10+00 11+00 12+00 13+00 14+00
a
2
a
a,
Q
c
T No. REVISIONS DATE BY
-0 This document, together with the concepts and designs presented herein, as an instrument of service, is intended only
3 for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without
o written authorization and adaptation by Kimley—Horn and Associates, Inc. shall be without liability to Kimley—Horn and
2 Associates, Inc.
15+00 16+00 17+00 18+00 19+00 20+00 21+00
K —am
101111ey)))
© 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
6/24/2016
SCALE I" = 100'
DESIGNED BY ZGP
DRAWN BY JGB
CHECKED BY JJW
22+00 23+00 24+00 25+00 26+00 27+00 28+00 29+00 30+00 31+00
WESTERN REGIONAL SEWER SYSTEM
PERMIT DRAWINGS
PREPARED FOR
PUBLIC SERVICES DEPARTMENT
CITY OF JACKSONVILLE, NORTH CAROLINA SEAL:
32+00 33+00 34+00 35+00 36+00 37+00 38+00
SHEET NUMBER
PERMIT DRAWINGS 10
OF
23

E
2
Q)
1
Q
N
0
n
SEDETAIL
\ 0 M k
0
18
\ \ \ BEGIN CON -TR -AC -T _\ \
\ \ CONNECT TO,PR POSED 36"
\ — _
PC 250 DIP (BY OTHER -S) ,
\ \ PROPOSE13- 9 HDPE \ —
\/
WATERLINE (BY OTHE&S)
//\ ( PROPOSED 36" 45° RJ BEND-
STA
END STA 11+78.31 >'
—N—,376950.2565
E: 2464993.3195
o / J
1
l
PRPOSD 2�1 SbPE, TY,9�
/P`R0PQSED TEM ORARY/
IMPERVIOUS DI TYP/
P�6POSED' 47� SF OF
,RIP—RAP/BAN S TA P I LI Z A TI 0 N
T PROPO*D 27 LF OF
FM e 24" ,HDPE CULVERT /
1-' PEP ASTM P2306 / /
--PROPOSED PUMP AROUN6
\ = -OPERATZN, SEE/;ETAIL /
'79x� rPROPOSED CITY THH-103
00 I SEE DETAIL X/XX
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.
\PROPOSED 36" 45° RJ BEND
STA 20+28.05
\ \� N: 376965.1970
E: 2464276.2621
GRAPHIC SCALE IN FEET
0 20 40 80
9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00
0
L
a
Q
E
0
T No. 7 REVISIONS DATE BY
a This document, together with the concepts and designs presented herein, as an instrument of service, is intended only
0 for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without
awritten authorization and adaptation by Kimley—Horn and Associates, Inc. shall be without liability to Kimley—Horn and
Associates, Inc.
KHA PROJECT
015567007
Kimley)))Horn DATE
6/24/2016
O 2016 KIMLEY—HORN AND ASSOCIATES, INC. SCALE 1 " = 40'
300 WEST MORGAN STREET, SUITE 1500, DURHAM. NC 27701 DESIGNED BY NDR
PHONE: [phone] FAX: [phone] DRAWN BY JGB
NC LICENSE #F-0102 WWW.KIMLEY—HORN.COM CHECKED BY ZGP
14+50 15+00 15+50 16+00 16+50 17+00 17+50
WESTERN REGIONAL FORCE MAIN
PERMIT DRAWINGS
PREPARED FOR
PUBLIC SERVICES DEPARTMENT
CITY OF JACKSONVILLE, NORTH CAROLINA SEAL:
18+00 18+50 19+00 19+50 20+00 20+50 21+00
PERMIT DRAWINGS
21+50
SHEET NUMBER
11
OF
23
PROPOSED FUT
RE
PROPOSED 3"
ROADWAY GRADE
20
WATERLINE
20
PROPOSED 475
SF OF
C/)
EXISTING
GRADE ALONG
RIP—RAP BANK
STABILIZATION
z
PROPOSED
FORCE MAI
0
PROPOSED GRADE
ALONG
z
z
PROPOSED FORCE
MAIN
U)
o
rn
15
L
5' MIN.
°'
15
Z
w(77
COVER,
_
w
TYP.
�+
M
SLOPE UP
o
zLn
z
�C6
1 JM
Y
n
2' MIN.
Lij
10
COVER
o '
N
10
`
11.02
°�
PROPOSED 24
SLOPE UP _
o <
w M
ELEV
11.42
ELEV
BEGIN CONTR
CT
HDPE CULVERT
CONNECT TO
PROPOSED 36"
ROPOSED 36"
5° RJ BEND
ELEV
10.47
-7-T
PC 250 DIP
BY OTHERS)
TA 11+85.39
STA 9+97.65
OSED
ROPOSED 36"
5° RJ BEND
PROPOSED
36" 22.5° RJB
ND
ELEV
8.70
3' MIN.
5
TA 31
C)nCOVER
5
PROPOSED
36" 22.5° RJ
BEND
STA 16+B2.05
� ELEV
7.07
PROPOSED
36" PC
250—/PROPOSED
36" 45°
RJ BEND
DI FORCE
MAIN
STA
20+28.05
PROPOSED
36"
22.5° RJ BEND
PROPOSED
36" 45° RJB
ND
0
STA 19+0T.31
STA 20+08.02
0
ELEV=2.34
PROPOSED
36" 22.5°
RJ BEND
� ELEV
2.56
STA
17+89.71
—5
—5
O
O
O
co
N
O
0
0
co
O
O
O
O
r7
N
O
0
?2
2
2
2
0j
0j
0j
C
(6
U�
L6
L6
r7
ro
LO
O
co
co
co
00
r
9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00
0
L
a
Q
E
0
T No. 7 REVISIONS DATE BY
a This document, together with the concepts and designs presented herein, as an instrument of service, is intended only
0 for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without
awritten authorization and adaptation by Kimley—Horn and Associates, Inc. shall be without liability to Kimley—Horn and
Associates, Inc.
KHA PROJECT
015567007
Kimley)))Horn DATE
6/24/2016
O 2016 KIMLEY—HORN AND ASSOCIATES, INC. SCALE 1 " = 40'
300 WEST MORGAN STREET, SUITE 1500, DURHAM. NC 27701 DESIGNED BY NDR
PHONE: [phone] FAX: [phone] DRAWN BY JGB
NC LICENSE #F-0102 WWW.KIMLEY—HORN.COM CHECKED BY ZGP
14+50 15+00 15+50 16+00 16+50 17+00 17+50
WESTERN REGIONAL FORCE MAIN
PERMIT DRAWINGS
PREPARED FOR
PUBLIC SERVICES DEPARTMENT
CITY OF JACKSONVILLE, NORTH CAROLINA SEAL:
18+00 18+50 19+00 19+50 20+00 20+50 21+00
PERMIT DRAWINGS
21+50
SHEET NUMBER
11
OF
23

PROPOSED 36" 22.5' RJ BEND
STA 25+83.86
N: 376870-.4598
E:\2463758.6061
- _ PROPOSED 36" 22.5° RJ BEND -
STA 25+11.89"
W -76837.8572
- - - - - - E: 2463822.9228
-PZOPOSED`- 36'_L.25° RJ BEND
_ - STA -24+38.85
�I 2HP-PROPOSED � 376832.54902-1%
^An�rnr
_ TELECOM DUITS `
- - - WI 50# P LL TAR -E,_
WETLAND BOUNDARY, -TYP.
/ PROPOSED Z6-"-
22.5' RJ BEND
STA 22+49.44
X93' N: 376855.9016
E: 2464083.7286
Impact Site #
Impact Type
Area (ac.)
Length (ft)
Site 12
Permanent Wetland
0.0002
Site 12
Temporary Wetland
0.001
-
MILTON T. SCHAEFFER &" /WIFE ANNE C. SCHAEFFER
D.B. 4367, P. 5T
7 MILTON T. SCHAEFFEp & WIFE ANNE SCHAEFFER
` D/R. 4367, P. 561 \
3 N E
P\ \ W2"c"1
\ \ SIV 7 El�ioPROPOS
37741
246342 469f�
I 1
1
N OTES:
12.1 THE CONTRACTOR SHALL COORDINATE
WITH PROPERTY OWNERS TO MAINTAIN
INGRESS/EGRESS TO THE PROPERTY.
12.2 SITE PLAN/PROPERTY LINES IN
UNDEVELOPED AREAS ARE FUTURE
PROPOSED LINES AND ARE SUBJECT TO
CHANGE.
12.3 MAXIMUM BEND RADIUS FOR TELECOM
CONDUIT SHALL BE XX'.
ERMANENT WETLAND
TEMPORARY WETLAND
TEMPORARY STREAM
GRAPHIC SCALE IN FEET
0 20 40 80
21+50 22+00 22+50 23+00 23+50
Q
0
T No. REVISIONS DATE BY
m
o This document, together with the concepts and designs presented herein, as an instrument of service, is intended only
Q) for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without
owritten authorization and adaptation by Kimley—Horn and Associates, Inc. shall be without liability to Kimley—Horn and
Associates, Inc.
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
Kimley)))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
6/24/2016
SCALE 1 " 40'
DESIGNED BY NDR
DRAWN BY JGB
CHECKED BY
WESTERN REGIONAL FORCE MAIN
PERMIT DRAWINGS
PREPARED FOR
PUBLIC SERVICES DEPARTMENT
CITY OF JACKSONVILLE, NORTH CAROLINA SEA
31+00 31+50 32+00 32+50
PERMIT DRAWINGS
33+00 33+50
SHEET NUMBER
12
OF
23
.
. :2
/
\ .
.
LLJcn
/
\
.
.
Q
/.
C
`\
.
>
/.
30
>
0 /
30
0
`ALL
�
�+ /
1.
CONCRETE,
ASPHALT.
0
OR OTHER DELETERIOUS
a_
i A
�.
MATERIAL REMOVED
QSHALL.
BE DISPOSED
OF
.
ROPOSED GRAD
ALONG
�
> c~i�
AT LANDFILL
I1
\\
PROPOSED FORCE
MAIN
1
/
25
25
Z
Z
z
z
. .
. .
. .
. . . .
z
0
�.
. .
. .
. .
. .
. . . .
. e .
. .
1
1
PROPOSED GR
DE ALONG
/^
\
0
0
o
�
10% MAX.
SLOPE, TYP.
PROPOSED FORCE
MAIN I
/
\.
\,
�.�
m.0)
00
a;
ALL BANK
TABILIZATION
V
ai .
o
V)
ao
+
PROPOSED
1175 SF
�
+.
CROSSINGS.
L`+L-1`V
N
Or-
OF R
-
PRAP BANK
J
+�
N
FUTURE ROADWAY
GRADE
I
20
z
N
o
a
TABILIZATION
z
N
o
a
/
20
m
�
w
cn
10% MAX. SLOPE
ALL
TYP.
ILIZATION
m
r F--
EXISTING
GRADE ALONG.
.
�.
BANK STA
PRO
OSED FORCE MAIN
2'
MIN.
~
. .
. . . . CROSSINGS
.
. . .
. . . .
. .
. .
. .
. . .
. . .
. .
PROPOSE
. .
693.
. .
. . .
\ . COVER
. . .
. z
.
SF.
PROPOSED 18"
. .
. .
. .
. . . .
. .
. .
. .
. .
. .
OF RIP -RAP
BANK.
. .
. .
HDPE CULVERT
.
. . .
U
15
STABILIZATION
15
_
-N7
PROPOSED
36" 22.5' RJ
BEND
z
r7
PROPOSED
6,,.
STA 25+83.86
.
Q
22.5'. RJ. B
ND.
PROPOSED
36"
22..5' RJ BEND
. m
v~i
STA 22+49
44
STA 25+11.89
5
MIN.
SLOPE UP
SLOPE U
PROP
SED 36" 11.25'
RJ BE
. D ..
C
VER,
.
STA 24+38.85
TYP.
]---.
.
10
10
.
ELEV
9.63.
ELEV
10.19.
.
�.
\\
"
.......
PROPOSED
36" PC 250
q ELEV
10.48
q ELEV
9.48
5
ELEV
7.50
DI FORCE
MAI*N
ELEV
10.36
5
ELEV
7.21
ELEV
7.36
0
0
0
n
0
0o
r
0
1`7
0o
00
o
r
co
Ln
rn
1`7
0
co
o
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ao
00
6
di
di
di
di
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rri
lri
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ao
00
4
4
r7
N
N
r7
N
N
N
21+50 22+00 22+50 23+00 23+50
Q
0
T No. REVISIONS DATE BY
m
o This document, together with the concepts and designs presented herein, as an instrument of service, is intended only
Q) for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without
owritten authorization and adaptation by Kimley—Horn and Associates, Inc. shall be without liability to Kimley—Horn and
Associates, Inc.
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
Kimley)))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
6/24/2016
SCALE 1 " 40'
DESIGNED BY NDR
DRAWN BY JGB
CHECKED BY
WESTERN REGIONAL FORCE MAIN
PERMIT DRAWINGS
PREPARED FOR
PUBLIC SERVICES DEPARTMENT
CITY OF JACKSONVILLE, NORTH CAROLINA SEA
31+00 31+50 32+00 32+50
PERMIT DRAWINGS
33+00 33+50
SHEET NUMBER
12
OF
23

z
Q
z
z
2
i
Cn
a�
E
2
i
Cn
2
0
L
Q
J
i
Cn
Q)
E
0
7 34
- \ \ - - - - - - - - - - - - - - -
---------- -- -----
-7 --------33-------------- 33
- / ------ ----� `-33-__
PROPOSED 28' SEWERAGE NORTHWEST C(S
\ ) FORCE MAIN CORRIDOR
\ / 2(
NOTES:
I I LA I I I 13.1 THE CONTRACTOR SHALL COORDINATE WITH
\ _ / I I I II I PROPERTY OWNERS TO MAINTAIN INGRESS/EGRESS
\ \ I I I I I yI I\ II \ TO THE PROPERTY.
W 13.2 MAXIMUM BEND RADIUS FOR TELECOM CONDUIT
SHALL BE XX'.
w "+�' c,�
7M "� ")M PWE
ZX\� \ \ ��, TEMPORARY WETLAND
SSMH \V A TEMPORARYII
STREAM
\RIM 35.36\
`�----_- --------------- i // / I I I1�V.\5.30
- 33------------- ---34----- ��/ \ I F\ 3\�
33---------' i / I N- 7$$3.1090
---___ / E=2, 4,665.9.5660------
- - - - - - - - - -
_ - WV -
- TOP
- ------FM------ /
ZIDOR BOULEVARD I 31.81 ` I I
WV �
2133 II TOP 34.81 j I wv /
EOP / _ - R/W EOP� TC\N 32.42 / I TOP 34.88
___ ---________-� ._ -_ - TON 32.15 �-_
-----------32-T -B --- --33 Rkbocaff--,`ITY--------33-------- --- -I ��Rl.INSJ-� F#BRE------�__ _ 3 �ROPO E6�4� OF -CURLED-_ - SCP #13 \\ �� I �`°�� �/ -e�=-----oJ---
-6-D-NA+L- -- --------------32-- Q ED CITY TELECOM __ OOD - A1�EAAP-0I�AR'�-t11�IIQG ----- wv I > I -\ -
- - - - - -
s" -PINE 3 J T1 - - - - - - - - CONDlJITS-WITH 12 PUEE TAPE- WW -
------ -32- _-33--- _--TO2-/34.58 a> PROPOSED .QI'fY THH�N.4
ELEV. -3-3-8Q -I- --- --------------- TON 32. ------ --
- -SEL DETAIL X/XX - - � � � � I � � / SEE DETAIL X/Xis- - -3
-- --- --- 2 --- ----- -34� / \ �/
-3 - - PROPOSED CLEARING W
� -I- - -33� /
� WV ��--app-- --- 34 ---- � �'WV / \ \ / / � PVC PIPE I
/ LIMITS, TYP. / / / TOP ,'32. 3 \ \ \ XBM C n WV / -
_ TOP 32.53 / TOP 33.58 I / WMH / 60 D NAIL \ %
TON 30.85 / / TON 32.46 / WV / \ RIM 35. / / T \\\ \ / / / TOP 35.74 /
\ \ V\ \ TO 35.85 I BOTTO 3 . / / ` - J 1 �\ \IN 10 T N 33.38
1 T N 33.72 1 / / I I I I I I\ (\ ELEV. 34N 9 Q / I I
M ------M- - \/ / / /1 I I III I I\ \\
-�-- --- --M----/ 1--M-�--- � / -� / /'-y -M III+ \-\ \ ���--- -M-/ / /) �
1-00 I 117+00 �' 118+00 119+00 120+00 121'+00 /� / / 1'2/ I 01\ 1 \ \ 1 1 3+00 I � FH / 125+00 I I I
inn -�-
�-14' TYP.��� � I I ' I � //�/ / �;' I
i /
14' TYP. �/ / i� /ll,l�/:�: r////� / / / / ) / GAS PIPING I Ie a•
R/' / 48' CLEARING IMPACT SITE 1
LIMITS, TYP. /tI
/
TPF PF TPF TPF TPF TPF _ TP - Tom- --34 - / F / TP
tIREIB EA4 ( `\ / SWALE----����/�/
PRbPOS D Cb NTY
/ / k
THH-1 7'
5A / �I ,� oobE -
SEE DETAIL X X / ��' // // '1#006E
/ /�� / / / / PROP SED STONE j 1 I 1 I \ w�QH
/ / TYP. I �IM 34.70
/ / / / / I (( / FI LTE ,
otos ova/ Y / I - - PROPO$Ed 23\35 LF OF \ BTrPM 31.112
- D B. 1 2 I Impact Site # Impact Type Area (ac.) Length (ft) \� SILTI TNEEI PROTECTION,
PROPOSED 36 PC 250 / SINGLE RUN 1/-2" HDPE �� K / 65 \ Site 13 Permanent Wetland 0.010 - /
DI FORCE MAIN, TYP / �/ \ \ \ \ I
PROPOSED COUNTY TELfE�CO / yA/��/y r L 1 \ Site 13 Temporary Wetland 0.010
'^\ ( CONDUIT WITH 1250# PULL T 3�- / / / moo,-
YETLAND BOUNDARY, TYP.I I I I I
r TBM D
,� / WV 1 60 D NAIL i
38.11 IN 10" PINE /
( I
/TON P 36.33 I ELEV. 40.3,
-39 _
__M - - -
I� /
1 6 0q FH
1-2 12E
I I I I \
of
I
a l TPF \�c6�
7
PRO(POSE9-EOWWTYr
II I A
� > I I I BOTTOM 28.99 - -' �3E'E� \XX
I PROPOSED 20'P09ARY
CONSTRUCTION I� LA EMENT I I \ � \
PROPOSED ROCK \
III ( CHECK DAM, TYP. \
r
PRS D 90 SY OF ASPHALT / -�� \ %RAFPHIC SCALE IN FEET
I PAY El T RESTORATION ( / \ \ 0 g0 40 80
� III
116+00 116+50 117+00 117+50 118+OC
0
L
Q
E
0
T No. REVISIONS DATE BY
a This document, together with the concepts and designs presented herein, as an instrument of service, is intended only
0 for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without
awritten authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and
Associates, Inc.
118+50 119+00 119+50 120+00
Kim e )))Horn
■
O 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
120+50
KHA PROJECT
015567007
DATE
6/24/2016
SCALE 1 " = 40'
DESIGNED BY NDR
DRAWN BY JGB
CHECKED BY
121+00 121+50 122+00 122+50 123+00 123+50 124+00 124+50 125+00 125+50 126+00 126+50 127+00 127+50 128+00
WESTERN REGIONAL FORCE MAIN
PERMIT DRAWINGS
PREPARED FOR
PUBLIC SERVICES DEPARTMENT
CITY OF JACKSONVILLE, NORTH CAROLINA SEAL:
PERMIT DRAWINGS
SHEET NUMBER
13
OF
23
Cn
H-
-
z
or -
EXISTING GRADE
ALONG--,,
CO
35
PROPOSED
FORCE MAIN
i
Ld 0
00
35
EXISTING
\
10°� -
_
EXISTING 6"
o Q
z F__
PVC WATERLINE
PVC FORCE MAIN
w Cn
_ - - -
APPROX INV=2
EXISTING
8"
.66
GAS
LINE
e �
/
APPROX INV
30.33
/T
30
30
/
� ELEV
31.34
\
\
EXISTING
12" PVC
ELEV
23.77
\
/
SANITARY
SEWER
SLOPE UP
\
INV=24.95
PROPOSED 33"
11.25° RJ VERTICAL
BEND
25
/
STA 126+40.98
25
/
SLOPE UP
MIN.
ELEV
24.49
ELEV
24.12
5' MIN.
20
LEV=16.25
COVER
ELEV
22.45
20
TYP.
PROPOSED 36"
PC 250
DI FORCE MAIN
ELEV
21.FO
o
PROPOSED
36" 11.25° RJ 'VERTICAL
BEND
STA 125+95.00
15
. �
15
N
PROPOSED
PIPELINE CROSSING
SEE DETAIL
0222118
ANTI -SEEPAGE
COLLA
ANTI -SEEPAGE
COLLAR
a
STA. 121+64.53
TA. 122+59.79
(n
SEE
DETAIL 0260113
SEE
DETAIL 0260113
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0
L
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T No. REVISIONS DATE BY
a This document, together with the concepts and designs presented herein, as an instrument of service, is intended only
0 for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without
awritten authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and
Associates, Inc.
118+50 119+00 119+50 120+00
Kim e )))Horn
■
O 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
120+50
KHA PROJECT
015567007
DATE
6/24/2016
SCALE 1 " = 40'
DESIGNED BY NDR
DRAWN BY JGB
CHECKED BY
121+00 121+50 122+00 122+50 123+00 123+50 124+00 124+50 125+00 125+50 126+00 126+50 127+00 127+50 128+00
WESTERN REGIONAL FORCE MAIN
PERMIT DRAWINGS
PREPARED FOR
PUBLIC SERVICES DEPARTMENT
CITY OF JACKSONVILLE, NORTH CAROLINA SEAL:
PERMIT DRAWINGS
SHEET NUMBER
13
OF
23

,7 `Q i� \ \� _ �� / E P i yr y --\_(t+e T- z "r FROM 'CB
\ \\ oo,ti�yq�\ \ TON - -I--G }�12--
SEWER GATE \ �G \ \ ,9 \ /
VALVE \ \ \\ R9\ �i �� \\ \ \ U 9t- -1 _ _ I \ - 60' RAW _ �1 - //-7
yacrrw- l u=►+�� l / ``l-1 c�s7�T
TRAFFIq F\� \ \ \ \,� v �� \W -u_ - _ / / / - - - =�
SIGNAL BOXESI \ \F \ \ \ C \,QC' / yVi(fi 1 77
63' I- - W u �%� / - r
\ --Fo-_ �- -a - 7 --
Z TRAFFIC o o \ \ SEWER BATE VALVE I ND \ 52 = - - -
u_
SIGNAL OLE / \\ \ \ \ �QP 50.6h� \ IN . .1122\ / I +
/ / \ l) �\ \ \ -R"5.00
T 5.0 \ \ �\ 0 -
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TRAFFIC T \ F�OXLS ,moo/ / \\ / \ \ JUNCTI CB _ -
w / \ \ TRAFFIC \ G ( \ /\ \BOX / / / \
SIGNAL AIRM / c// CP \ \� SIGH ^^ / F�� P� �/ \ ^ / \ / ^ / / \ INV. 47.98 - FV.
i \ INV. 49.
PO r
/ / / / � e1Q FIBS OP C �' \ �P i .� �`\ \ PROP �� 36 RJ 22.5` RJ BENPp-- \
/2 -SEWER / / i JUNCTIO 0 ��� _ ` / a 1 \ \ cF SIGNAL FCBOXE� STA e�J �.01 i LWH 16.7 15" RCI l TBM
GPTE VALVES / \\���F WIT0 ��// CITIEG H � \ / N: 377 M*.0j22 �' / 60b NAIL
SIS@ ALC T L / \ ANU&
18 ( \ \ 245 1b8.j15 1 �No ELEV.\S
5
T
GIN TELECONQ\
E / / �� 9` WMH � `\ \ RAMP /_� \ `Q\
/ `C RIM i'49.1 / 49 �^ �- \ \ GRAVEL ONSLOW/COUNTY ELECTRICAL BOX
TOlut' 47.7 A ARKINGFARM BPREAU INC. ON/CONC. PAD
50.
INV. 46.3g moo/ / \ \\ \V o i / / LOT D.B. 4032, PG. 117
11. \ / \ M.B. 68, PG. 69 /
TAX MAP X322, PARCEL 5.2
OM SANS) /
O \
HVA! 6.;
RCP \
L:
�� ///i/� I// WV
I TOP 4992
Q / // / / / / / nE TON 47.52
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Q /NRR T� R j j / TEMP/10) A( \ P 49.73 "� \ \ o
/ l �� // �� ,� . j ON)NA /{/ Si'GN \ TO 46.63 \ WV ( �o \ \ tS/ y/C �\ \ 'pyG \
/r / / / , ; //1 / / \ t tic x l l l \ \ s,.
/ ( � 1/ SEWER `GATE VALVE / '
/ yid / / / /ELECTR T p�- / / / `TOP 49.27 \ \ 06, y
E �` �/ / Pl I L / /, / / \ TON 45.67 \ \ �.9 J" �\ / / \ �
lop
\TQP\0.29 \ \\�/ / �>
TON, 49 06, W9 FORCE MAIN \\ / /��
R9.\ \ (TAKEN FROM
/ L �� PROPOSED WESTERN �9 \ DESIGN PLANS)
- REGIONAL FORCE MAIN �\ \ NO�.�AINTED
° / °j / �9� / SEGMENT 1 (BY OTHERS) 'Q10
L
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NOTES:
14.1 THE CONTRACTOR SHALL COORDINATE WITH
PROPERTY OWNERS TO MAINTAIN INGRESS/EGRESS
TO THE PROPERTY.
14.2 "X" SYMBOL INDICATES TREES TO BE REMOVED IN
THEIR ENTIRETY, INCLUDING STUMP AND ROOTS.
14.3 ALL WORK IN PROGRESS ENERGY EASEMENT SHALL
FOLLOW THE DUKE ENERGY TRANSMISSION
RIGHT-OF-WAY GUIDELINES/RESTRICTIONS.
14.4 STAGING AND/OR STORING MATERIALS WITHIN THE
PROGRESS ENERGY EASEMENT IS NOT PERMITTED.
Impact Site # Impact Type Area (ac.) Length (ft)
Site 16 Permanent Wetland 0.063 -
Site 16 Temporary Wetland 0.017 -
ERMANENT WETLAND
TEMPORARY WETLAND
TEMPORARY STREAM
IM RPZ RAW DUAL RUNS 1-1/2" HDPE PINL\ TREE TBM-
PROPOSED CITY TELECOM CONDUITS 60 D\NAIL /
\ WITH 1250# PULL TAPE ELEV./53.30 PROPOSED STONE FILTER
\ INLET PROTECTION, TYP
\ \ / SEE DETAILI X/XX �� \
rn \
\ \\ ONSLOW COUNTY�j l\
JOHNNY J. & S ATTCJN BURTON I
\ \ FARM BUREAU INC. I \
cn D.B. 4032, PG. 117 c14 D.B. 350, PG. 579
\ 0
M.B. 68, PG. 69 `n M.M 9, PG. 6�
\ TAX MAP 322, PARCEL 5.2 \ TAX MAPS 322 PAR EL 5 \
3983 RI HL NDS WY
\ 3965 RICHLANDS HWY \ \
GRAPHIC SCALE IN FEET
0 20 40 80
9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50
Q
0
E
0
No. REVISIONS DATE BY
m
a This document, together with the concepts and designs presented herein, as an instrument of service, is intended only
0 for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without
owritten authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and
FL Associates, Inc.
■
im e )))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
14+00
KHA PROJECT
015567007
DATE
6/24/2016
SCALE 1 " = 40'
DESIGNED BY NDR
DRAWN BY JGB
CHECKED BY ZGP
14+50 15+00 15+50 16+00 16+50 17+00 17+50
WESTERN REGIONAL FORCE MAIN
PERMIT DRAWINGS
PREPARED FOR
PUBLIC SERVICES DEPARTMENT
CITY OF JACKSONVILLE, NORTH CAROLINA SEAQ
18+00 18+50 19+00 19+50 20+00 20+50 21+00
PERMIT DRAWINGS
21+50
SHEET NUMBER
14
OF
23
V)
Z
Oy
V
0%
55
co
55
w+
Z
�5a
w�-
M
N
EXISTING GRADE
ALONG
PROPOSED FORCE
MAIN
50
50
5' MIN.
COVER,
TYP.
45
ELEV=42.94
45
�10
N
ELEV
42.70
40
V)
ELEV
43.02
40
a
oPROPOSED
36" PC 250
>
--.)0
DI
FORCE MAIN
ELEV
41.45
C6
PROPOSED
36"
inI
w
+
22.5° RJ BEND
w
o'
-
STA 13+51.01
Q
01<
35
35
CONNECT TO EXISTING
36" PC 250 DI
RJ FORCE MAIN
>
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(BEGIN CONTRA(IT)LO
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Q
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0
No. REVISIONS DATE BY
m
a This document, together with the concepts and designs presented herein, as an instrument of service, is intended only
0 for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without
owritten authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and
FL Associates, Inc.
■
im e )))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
14+00
KHA PROJECT
015567007
DATE
6/24/2016
SCALE 1 " = 40'
DESIGNED BY NDR
DRAWN BY JGB
CHECKED BY ZGP
14+50 15+00 15+50 16+00 16+50 17+00 17+50
WESTERN REGIONAL FORCE MAIN
PERMIT DRAWINGS
PREPARED FOR
PUBLIC SERVICES DEPARTMENT
CITY OF JACKSONVILLE, NORTH CAROLINA SEAQ
18+00 18+50 19+00 19+50 20+00 20+50 21+00
PERMIT DRAWINGS
21+50
SHEET NUMBER
14
OF
23

Impact Site #
Impact Type
Area (ac.) Length (ft)
Site 16
Permanent Wetland
0.063
Site 16
Temporary Wetland
0.017 -
EXISTING POLE TO BE
SUPPORTED
PROPOSED 5' TEMPORARY JAMES EAR TAYLOR
CONSTRUCTION EASEMEN 1203, PG. 874
TAX M P 324 PARCEL 7
1141 PONY FARM RLQ 3-2
HARD'
LWH
ORNAMENTAL
LIGHT HOUSE
..-�,
12 ROCK
j CH 24+OQ
- - - -
�_ —c - -
NOTES:
- - - Fo-
- - Fo =
PROPOSED 400 SY OF TEMPORARY
PROTECT, RETAIN, AND ADJUST
IMPACT SITE
16 ,DRIVE \
LP FE
�� -
- _ - _ - _ - --
�11
_ --- - -
TYPE 1 DITCH LINER
EXISTING WATER METER, TYP.
—
1
EXISTING POLE TO BE
15.1 THE CONTRACTOR SHALL COORDINATE WITH PROPERTY
z - -30" HWT--
SEE DETAIL 0227011
PROPOSED 115 SY OF TEMPORARY
55
SUPPORTED
OWNERS TO MAINTAIN INGRESS/EGRESS TO THE
PONROAD"
Y FARM
--
�-=--
TYPE 1 DITCH LINER
_-
'_ -.
PROPOSED 15' PERMANENT
PROPERTY.
2
-
- ---
PROPOSED 15' PERMANENT
UTILITY EASEMENT15.2
SEE DETAIL 0227011
- S� �2�2
UTILITY EASEMENT
"X" SYMBOL INDICATES TREES TO BE REMOVED IN
49 - --_
INV. 89
FM
_r --
C
- c L'�
24"
z _,
-
PROPOSED 10' TEMPORARY
THEIR ENTIRETY, INCLUDING STUMP AND ROOTS.
PROPOSED 10' TEMPORARY
,
EXISTING POLE TO BE
-
-- -1�
-- - --- - - ----
CONSTRUCTION EASEMENT
o Q
-�
- - -�
CONSTRUCTION EASEMENT
SUPPORTED
-_
PROPOSED 345 SY OF TEMPORARY
ERMANENT WETLAND
RC
� - ----
- - __ --- ---1
QO
_
TEMPORARY WETLAND
-
BRUCE S. BURTON
PROPOSED CLEARING
70 'ROCK
TYPE 1 DITCH LINER
TEMPORARY STREAM
EXISTING POLE TO BE TA
D.B. 2569, PG. 904
MAP 322 6
LIMITS, TYP.
ABANDONED
BA DONEE
HOUSE OVERHEAD
WOODSLINE
SEE DETAIL 0227011
DRIVE
SUPPORTED
-PARCEL
125 PONY FARM -RD
HOUSE
POWERLINE
T�
�AROLYN MORGAN BLACKMON_ _
D.B. 642, PG. LACK
48 - - -_�.._ -
- - -
- t,
------
SERVICE
�
- Fl L
M.B. �,-P�74
PROPOSED 36" PC 250
DI FORCE MAIN
- _ _
R/W
10' CONC./
R OK D W -
- --
—'
- - -- -- --
r -
LWn
To ktAFr322y PARCEL 8.2
1175 PONY FARM RD
�
PROPOSED 575 LF
OF SILT FENCE
R
s
- —
- r a PORCH - -- - -
— —
_ -�
OHP
- 3
8" END OF SWALE
• • ® wt,
S"1• _ — -i®, a _ i •�,� .•TREETREE3 PECAN
12 ROCK
j CH 24+OQ
- - - -
�_ —c - -
- _ - - - - - Fo-
- - - Fo-
- - Fo =
END OF
32+00
IMPACT SITE
16 ,DRIVE \
LP FE
�� -
- _ - _ - _ - --
�11
_ --- - -
-- -
— - -_ -- - - - - - _
_
�
-
—
1
- - _
FM
z - -30" HWT--
5" RCP
(
55
_ -- ------ - -_�--
L��
_
PONROAD"
Y FARM
--
�-=--
�
- _- �'-'fir
_-
'_ -.
Q
2
-
- ---
-- __ -- O'f
- --- EX. 2
- S� �2�2
1
INV. 49.81
49 - --_
INV. 89
FM
_r --
C
- c L'�
24"
z _,
-
-
- -
_
- - - =�—A
- - SPH
,
-_
-
-- -1�
-- - --- - - ----
__-�_
_ - -
-�
o Q
-�
- - -�
_-
-
-_
60 R/W--- - - - - -- _
-- --
RC
� - ----
- - __ --- ---1
QO
_
-
- - 5 RCP
1
PROPOSED
70 'ROCK
- --- -
22k
t _
__
INV, 4x5.84 --
4020 -- _-
# ' 8 R
(FILLED)
�
DRIVE
_
- - - - -- --
-- -- ----
-- -- -- - - _ -
-
E - - - -T-
-
T�
SHRU
48 - - -_�.._ -
- - -
- t,
------
-
�
- Fl L
- _ _
R/W
U -
45
R
s
GRASS DRIVE
_ -�
_
,"
-
HRu-
15" RCP _
-
+Ivv. 41.x5 PROPOSED STONE FILTER
SLOPE UP
DUAL RUNS 1-1/2" HDPE
SLOPE
ISS GL ACROSS
PROPOSED CITY
-
A�pRE-SS
INV. 46
INLET PROTECTION, TYP
45
PROPOSED CITY TELECOM
CONDUITS
�_ FROM PP @ TOB _
_ELEV.-50_6� —
THH-202
_ POST
4640
SEE DETAIL X/XX
WITH 1250# PULL TAPE
SEE DETAIL X/XX
0
R ,.
E
PROPOSED 6 SY OF TEMPORARY
FH - - _ BOLT CLOSEST TYPE 1 DITCH LINER
TO "M" IN SEE DETAIL 0227011
2 MUELLER
ELEV. 50.96
cn
�PROPOSED L CITY -
THH-201
SEE DETAIL X/XX
Cn
E�
�IT
(DI
V
TREE TO BE
PRESERVED
DO NOT DISTURB
JOHN J. &DAVID M. BURTON - - - - 15 OF TREE
� D.B. 2569, PG. 901-1 '
...WITHIN ,
TAX MAP 322, PARCEL 6.1
1140 PONY FARM RD PROPOSED 40 LF TREE
PROTECTION FENCE
I
ADDRESS
POST
GRAPHIC SCALE IN FEET
0 20 40 80
55
55
EXISTING GRADE
ALONG
PROPOSED
FORCE MAIN
50
�
50
45
SLOPE UP
SLOPE
UP
45
COVER,
TYP.
00
40
ELEV
43.21
ELEV
43.40
40
ELEV=43.68
Q
ELEV
43.51
ELEV
43.85
ELEV
43.65
ELEV
40.47
PROPOSED
36" PC 250
ELEV
40.561
DI
FORCE MAIN
N
35
ELEV
40.11
a
35
4
�I+
Oc")
N
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21+50
21+50 22+00 22+50 23+00 23+50
Q
0
T No. REVISIONS DATE BY
This document, together with the concepts and designs presented herein, as an instrument of service, is intended only
0 for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without
o0 written authorization and adaptation by Kimley—Horn and Associates, Inc. shall be without liability to Kimley—Horn and
Associates, Inc.
24+00 24+50 25+00 25+50
Kim e )))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
26+00
KHA PROJECT
015567007
DATE
6/24/2016
SCALE 1 " = 40'
DESIGNED BY NDR
DRAWN BY JGB
CHECKED BY ZGP
26+50 27+00 27+50 28+00 28+50 29+00 29+50
WESTERN REGIONAL FORCE MAIN
PERMIT DRAWINGS
PREPARED FOR
PUBLIC SERVICES DEPARTMENT
CITY OF JACKSONVILLE, NORTH CAROLINA SEAL:
30+00 30+50 31+00 31+50 32+00 32+50
PERMIT DRAWINGS
33+00 33+50
SHEET NUMBER
15
OF
23

E
3I0
2
Q)
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2
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33+50 34+00 34+50 35+00 35+50
L
Q
E
0
T No. REVISIONS DATE BY
a This document, together with the concepts and designs presented herein, as an instrument of service, is intended only
0 for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without
awritten authorization and adaptation by Kimley—Horn and Associates, Inc. shall be without liability to Kimley—Horn and
Ti Associates, Inc.
YA
OAyp
1 \
I \\
CAROLI}N MORGAN BLACK/2�
stip
DIB. 642, PG. 460 \ \
M.B. 50, PG. 7430" \ \
MAP-lZ2, PARCELWT GAIL M. JUSTICE HU�
75 PONY -FARM -RI)
49 - / _' D.B. 712, PG. 63 %,
\ 36" �� )TAX MAP 322, PARCEL 8.1 v
_1 HWT -�� 1189 PONY FARM RD v v
StX 36" \
\� \ 00 \ HWT
P
CONC. WALK I
18" OAK TREES GW
Co
N. N.
�\
I
\JOHN J. & DAM.
EURTgN \
D.B. 2569 PG. 901 - \ \
TAX MAP 322, PARCEL 6.1
14140 PONY FARM RD��
\ I \
PROPOSED 36" 11.25` RJ B�ND j
STA 34+83.20
N: 378908.8763
E: 2450442844 /
—OHP -
EXISTING DROP POLE
TO BE RELOCATED BY
OTHERS
1s"
LWH 9.7'I HWT
L---\ 1
BUSH
8' 37r+ i
PROPOSED 1330 SY OF
TEMPORARY TYPE 1 DITCH LINER
SEE DETAIL 0227011
PROPOSED 15' PERMANENT
UTILITY EASEMENT
GW
-- —0HP - - —,
PP
V
12"
HWT
F1�Lf \
38+00
CAROLYN MORGAN BLACKMON
D.B. 3812, PG. 536
M.B. 22, PG. 114
TAX MAP 322, PARCEL 8
-PROPOSED 10' TEMPORARY
CONSTRUCTION EASEMENT
PROPOSED 190 SY OF
TEMPORARY TYPE 1 DITCH LINER
SEE DETAIL 0227011
PROPOSED STONE
CHECK DAM
SEE DETAIL X/XX
PROPOSED STONE FILTER
INLET PROTECTION, TYP
SEE DETAIL X/XX
—OHP---- /
PROPOSED 36" PC — —OHP — — — — _OHP — — — _ / /LWH 27.5'
250 DI FORCE MAIN PP PI— — — — — —OHP
FIELD h ✓ _
TCS-- nn — TCE--nn Lpn 10�-L -TCIE inn ----ICE i nn -TCEHWT
43+
LWH 2C 39T-00 40+00 41+00
CONC. WALK \ ,\ \ \ - - c cr4,z �r - c ---- - c �-F� ��r�
\� W/STEPS-
\ - - ---- - -- ------ _ _ � - -_
'Ur _ _
-moi ��= _
- =-+ - --- --- - V 41.99CID
-
_
INV 40 0
------------------ -
�� _ #4003 ---------- _-_ - - �- - -� - - _ - -r - -SR X12— 46 f IN
\_ _\` ------ RQAD ------------ ' W - 7 —18'-1 PPIP E
\\ — _ /--\-------- _------ - ------------------- 45_ �\ IMPACT SITE 21
PP TBM — — �� _ — i 2 1-1/2" HDPE PROPOSED El TY'----
I66D NAIL
ELE/. 49.67 �1 I \ — \ — — TELECOM CON[3d1 �� —
\ \ \ WITH 1250# PULL TAPE RR SPIK IN I
STEVEN P. MUMMERT\ 1 \ SCOTT DAVID & \ \ 42" PINE TREE \
\ D.B. 3731, PG. 10 \ \ I�(AREN MANHEIM SEGEBARTH / OCELYN KARPUK \ CLIFTON RA/& GARY LEE EVERETT
D.B. 3525, PG. 274 D.b. 4121, PG. 676 RICHARD C. OCONNOR D.B. 277, PG. 737 1
\ TAX MAP 322, PARCEL 11� \ \ M.B. 5, PG. 43 OP \ M.BB�5, PG. 43
1192 PONY FARM RD ) .B. 5, PG. 43 I RICHARD C. OCONNOR D.B. 698, PG. 743 1
\ \ \ T*X MAP 322, PARCEL 117 TAX M P 322, PARCEL 117.1 / M.B. 5, PG. 43 TAX MAP 32 ARCEL 110 \
\ \ \ \ 1196 PONY FARM RD 1200 PONY FARM RD I D.B. 488, PG. 835 TAX MAP 322, PARCEL 115 1220 PONY FAR RD \
\ \ \ \ I I TA MAPPONY FARM 322, EL 116 / 1208 PONY FARM RD / A1208 \ \ \
PROPOSED CITY � \\
\ \ \ \ I THH-203 \
SEE DETAIL X/XX 37
NOTES:
16.1 THE CONTRACTOR SHALL COORDINATE WITH
PROPERTY OWNERS TO MAINTAIN INGRESS/EGRESS
TO THE PROPERTY.
16.2 "X" SYMBOL INDICATES TREES TO BE REMOVED IN
THEIR ENTIRETY, INCLUDING STUMP AND ROOTS.
ERMANENT WETLAND
TEMPORARY WETLAND
TEMPORARY STREAM
Impact Site #
Impact Type
I Area (ac.)
Length (ft)
Site 21
ITemporary Stream
I -
40.88
�p3 _ Ilk
1 f
INV. 38.8'9 \
CYRUS DOUG AS COLE \
v - 1 G. 502 \
D 1 322' ARCEL 109 \
I� z N 1 11 _TAy
PON'( RD \
\ 1 � n q. II
\ � V�
41 Q
I
GRAPHIC SCALE IN FEET
0 20 40 80
50
39+50 40+00
OPOSED 70
SY OF
TEMPORARY YPE 1 DITCH
LINER
EE DETAIL 0227011
--10"
HWT � r
M. & TANYA K. MESZ ER
9,B. 2821, PG. 311
SHRUBS
VVAP 322, PARCEL 9-
229 PONY -EARM-FAD- - -
J
_� H 1
TELETE
L)
HWT
�p3 _ Ilk
1 f
INV. 38.8'9 \
CYRUS DOUG AS COLE \
v - 1 G. 502 \
D 1 322' ARCEL 109 \
I� z N 1 11 _TAy
PON'( RD \
\ 1 � n q. II
\ � V�
41 Q
I
GRAPHIC SCALE IN FEET
0 20 40 80
50
39+50 40+00
40+50
41+00 41+50
WESTERN
REGIONAL
FORCE
MAIN
50
U)
O
Z
DO
) oN
EXISTING GRADE
ALONG
F-:
r7
PROPOSED
FORCE MAIN
w
F -:O
_--
45
ted+
w�
- -
- - - - - - -
- - - - - -
- - - - - -
- -
45
Z-
�5a
oQ
w
r
Z 1-
m(n
W co
40
1
1 1
40
SLOPE UP
� ELEV
41.92
5' MIN.
PROPOSED 36"
11.25° RJ BEND
COVER,
STA 34+83.20
TYP.
ELEV
40.87
35
ELEV
37.45
35
ELEV
37.97
PROPOSED
36" PC 250
ELE
=36.94
DI
FORCE MAIN
ELE
=34.28
30
30
LEV=33.40
25
25
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KHA PROJECT
015567007
DATE
im e )))Horn 6/24/2016
O 2016 KIMLEY-HORN AND ASSOCIATES, INC. SCALE 1 " = 40'
300 WEST MORGAN STREET, SUITE 1500, DURHAM. NC 27701 DESIGNED BY ZGP
PHONE: [phone] FAX: [phone] DRAWN BY JGB
NC LICENSE #F-0102 WWW.KIMLEY-HORN.COM [CHECKED BY ZGP
38+50 39+00
39+50 40+00
40+50
41+00 41+50
WESTERN
REGIONAL
FORCE
MAIN
PERMIT DRAWINGS
PREPARED FOR
PUBLIC SERVICES DEPARTMENT
CITY OF JACKSONVILLE, NORTH CAROLINA SEAL:
42+00 42+50 43+00 43+50 44+00 44+50 45+00
PERMIT DRAWINGS
45+50
SHEET NUMBER
16
OF
23

0
WOOD BRIDGE—/ — INV. 42
3--46----- 15" f
IN
--- 0H� P ------OHP---
I
JOEY D. & DARLENE M. SANDERSON
D.B. 1244, PG. 185
TAX MAP 322, PARCEL 97
1274 PONY FARM RD
PROPOSED 10' PERMANENT
UTILITY EASEMENT
TAX MAP 322, PARCEL 94
1286 PONY FARM RD
PROPOSED STONE FILTER
INLET PROTECTION, TYP
SEE DETAIL X/XX
TAX MAP 322, PARCEL 93
1292 PONY FARM RD
n
I 1
1296 PONY FARM RDv� yi IAX MAN 522, HAKCILL 91\
1 1306 PONY FARM RD 1
D D n D n C C n C Tn A
I L.IVIr- VI\hI\ I I Ir- L. I VI I\ -,I I LIIIL.r\
SEE DETAIL 0227011
PROTECT, RETAIN, AND ADJUST
EXISTING WATER METER, TYP.
PROPOSED 10' TEMPORARY
CONSTRUCTION EASEMENT
I /'l J\ IVI (11 JLL, I I"11\I..LL UJ
1322 PONY FAR RD /
1 �
NOTES:
17.1 THE CONTRACTOR SHALL COORDINATE WITH
PROPERTY OWNERS TO MAINTAIN INGRESS/EGRESS
TO THE PROPERTY.
17.2 "X" SYMBOL INDICATES TREES TO BE REMOVED IN
THEIR ENTIRETY, INCLUDING STUMP AND ROOTS.
Impact Site #
Impact Type
Area (ac.)
I Length (ft)
Site 22
ITemporary Stream
I - 1
37.14
PROPOSED 15'
PERMANENT
UTILITY EASEMENT
HARDW60D
DAVID P. & ANN G. PEED
D.B. 3674, PG. 450
TAX MAP 322, PARCEL 32
1325 PONY FARM RD
— — — OHP
PP TBM
60 D NAIL
ELEV. 47.36
JEAN E. CULPEPPER /V
D.B. 2811, PG. 312 f
TAX MAP 322, PARCEL 89.1
1320 PONY FARM RD I
PROPOSED 80 SY OF
TEMPORARY TYPE 1 DITCH LINER
SEE DETAIL 0227011
GRAPHIC SCALE IN FEET
0 20 40 80
50
Li
50
w
Z
�
o
Q
J
w
O
N
w
z
0
o
EXISTING GRADE
ALONG
SII
PROPOSED
FORCE MAIN
45
cel
I
1
45
1Z
1 I
EXIS
WA
ING 2""
ERLINE�
EXIS
ING 4
WA
ERLINE
40
APPROX. IN
=39.88 4'
MIN.
APPROX. INV
39.54
40
SLOPE UP
SLUI-'t Ur
5' MIN.
SLOPE UP
COVER,
TYP.
35
35
� ELEV
37.61
ELEV37.61
�
ELEV
36.94
PROPOSED
36" PC 250—/�
ELEV
35.95
ELEV
36.45 DI
FORCE MAIN
ELEV
35.18
30
30
25
25
�
00
O
r-
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KHA PROJECT
< K■ 015567007 WESTERN REGIONAL FORCE MAIN SHEET NUMBER
imle Horn DATE PERMIT DRAWINGS 6/24/2016 17
Q)yE SCALE 1 " = 40' PREPARED FOR PERMIT DRAWINGS
O 2016 KIMLEY—HORN AND ASSOCIATES, INC. OF
No. REVISIONS DATE BY 300 WEST MORGAN STREET, SUITE 1500, DURHAM. NC 27701 DESIGNED BY NDR PUBLIC SERVICES DEPARTMENT
This document, together with the concepts and designs presented herein, as an instrument of service, is intended only PHONE: [phone] FAX: [phone] DRAWN BY JGB
for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without NC LICENSE F-0102 WWW.KIMLEY—HORN.COM CITY OF JACKSONVILLE NORTH CAROLINA L3
a written authorization and adaptation by Kimley—Horn and Associates, Inc. shall be without liability to Kimley—Horn and # CHECKED BY ZGP 7 SEAL:
Associates, Inc.

NOTES:
18.1 THE CONTRACTOR SHALL COORDINATE WITH PROPERTY OWNERS TO
EXISTING DROP POLE EXISTING POLE TO BE PROPOSED 20' PERMANENT MAINTAIN INGRESS/EGRESS TO THE PROPERTY.
PROTECT, RETAIN, AND ADJUST TO BE RELOCATED SUPPORTED UTILITY EASEMENT
PROPOSED 70 SY OF ASPHALT PROPOSED 36" PC 250 EXISTING WATER METER, TYP. BY OTHERS PROPOSED 5' TEMPORARY 18.2 "X" SYMBOL INDICATES TREES TO BE REMOVED IN THEIR ENTIRETY,
PAVEMENT RESTORATION RONALD G. & KATHLEEN V. CANBY 15 SY OF TEMPORARY PROPOSED 10' TEMPORARY INCLUDING STUMP AND ROOTS.
DI FORCE MAIN D.B. 2929, PG. 800 CONSTRUCTION EASEMENT
PROPOSED 30 LF TREE YPE 1 DITCH MATTING CONSTRUCTION EASEMENT
TAX MAP 322A, PARCEL 66
PROTECTION FENCE PROPOSED AVV EXISTING DROP POLE 1347 PONY FARM RD EE DETAIL 0227011 TH CHURCH AT ONSLOW, INC. PERMANENT WETLAND
CONTRACTOR SHALL PROTECT TO BE RELOCATED THE CH T ONSLOW, INC. D.B. 3460, PG. 787 EXISTING POLE TO BE PROPOSED TEMPORARY PROPOSED 50 LF TEMPORARY WETLAND
ASSEMBLY #10 THE CHURCH AT ONSLOW, INC. M.B. 63, PG. 132 SUPPORTED PUMP -AROUND OPERATION SILT FENCE TEMPORARY STREAM
EXISTING SIGN AND LIGHTING BY OTHERS SWALE & D.B. 33 1, PG. 277 D.B. 3682, PG. 922 TAX MAP 322, PARCEL 38.5 RHONDA LYNN H LLET
SEE DETAIL X/XX SOCKTILE PIPEN.B. 6 o SEE DETAIL X/XX
M.B. 63, PG. 40 1351 PONY FARM RD D.B. 3392, PG. 956 SEE DETAI x�x�
PROPOSED 15 PERMANENT STA 72+50.00 TAX MAP 322, PAR EL 34 TAX MAP 322, PARCEL TAX MAP 322, PARCEL 37 PROPOSED STONE FILTER, TYP. _ LOD — — L�D
—ASPHALT PARKING LOT
UTILITY EASEMENT N: 379195.8643 134 PONY FAR RD p�1 —
E: 2446708.2231 KELLY W. & J. ALLEN WEEKS LOD –�– OD LOD I I 1351 PONY FARM RD LOD LUIY p
/ 1365 ALF L� —/— D LOD �– L01$[–E– D LOD
oD — 15' CPP LW 2.3' PPI PROPOSED W L� SILT FEI SLY / / IMPACT SITE 23
PROPOSED 10 TEMPORARY D.B. 998, PG. 317 Lo \ 30" — _ /' /
CONSTRUCTION EASEMENT M.B. 24, PG. 5 , LOD F — _ — SEPTIC 1 TREE PLANTER BED S LE IN LWH 1 9' / / ��� / - SEE \pETAIL X/XWRI D) �� j 0 INV 4.5 Impact Site # Impact Type Area (ac.) Length
TAX MAP 322k LPWRCEL 65 —A ` I PP P o NV.
FRED H. JR. & LINDA H. MARSHBURN 0 L°D RIM 47. 7 DRAINFIEL`Q 10' ASPp T WITH SHRUBS A HALT �oN LANDS VE' BLCDtK W t ) INV. 7/. 1 _ Site 23 Temporary Stream - 30.08
D.B. 1607, PG. 253 r GW / PLANT D >
TAX MAP 322, Lo U TrOM 42.7 \MOUND DRI — _
PARCEL 33 N 1 o N TCE BUILDING TAT ITFi R S — _� 7cE — U 00 _
— j �TCE I IRRIPATION — — 2$.5
1327 PONY FARM RD p < / — TROL BOX / — —
SUBDIVISI N SIGN Z '\ \ — p,QQ 15" RCP — — — — — _ P HP
TM-
�ZEEF�_"G YST
ONE" TONE ;0nOO _ / U ; PP BOBBY S. WILLIAMS GN ON UND \ y ` /` --FM— -" V -7 M
D.B. 926, PG. 307 \ _ 7 cVVM _ W —�—� _ — —Tm
_
z M.B. 22, PG. 235 / ELIE TRI AL \ F -3 LWH 20.5' —_=_/ _ M WiJ"MB
— —FM
TAX MAP 322A, PARCEL 38 / 0 LET/LIG T \ ` G Q ��INV. 43.8 _Mg M ROAD CONC. HEADWALL EXISTING DROP P SLE / \ \ -�'cR / INV. 40.49_ #4007 - - - a2_ MB /� - �2 - / - LWH '
TO BE I RELOCATED // /% / _Fi _ - MB I _ I °�e — - - li82- b' R W - -' 15" RCP .43- IAW�38.27 a� —
I-,' 'a
BY OT TERS / FO CASE �� / - / LWH 20. LANDS E OCK INV. 41 86 ,42� 15�R�C F -RI -- _
JUI�C OE — �$ KCP _ MB INV. 44.79 INV„4s \ / PLANTER D / CONC. DROP INLET > / / i '� 39LfNEfTDiTCFT —
/ \ / INV.,&8.04
1 — ' — �5 �1� NV. 44.5 — jo /,` — — �ITH SHRUBS — — — — ) / — _ —
W. �oNR /fN .44.9 / BOA NO GRATE _
INV. 44,93 �19� \ DUAL\ RUNS 1-1 2" H�pE HEADWALL /� I I / SEWER <TE VALVE — 8' C U ED
i GE / ii/i—� -� PROPOSED CITY TELECO CONDUIIM• 42.58 INV. 42.22 / I IP TBM I ( — TOP 41.12/ 7 / /
\ \ / TON 39.52 /// //�� M ALA H PES TING POLE TO
�' 7 � � � i 15' RCP 15" CPP � R / /
LWH 24. x- U - ; � _ WITH 1250# PULL TAPE \ WH 1a•o' I 60 D NAIL I I �� l// /) / / / BE SUPPORTED, -
0
���- 0 20 SY OF TEMP RARY \ H 3.2' I IjLEV. 43.53 / / I "' 570 SY OF TEMPORARY I //
o" PP/TBM 70 SY 0 TEMPORARY / / INV. 35/d/5 /
WV '60 D NAIL TYPE 1 DITCH TING \ I I I I I TYPE 1 DITCH MATTIN PROPOSED 350 SF
cy �5 —7 TOP 46 2 P i SY OF TEMPORARY ELEV. 50.61 SEE DETAIL 0227011 TYPE 1 DITCH MATTING I I I TAI0227011/11 /� � �/ CNV. 3t.9 CLASS A RIP RAP
�" -F=ES / N— '0" / / YPE 1 DITCH MATTING / \ SEE DETAIL 0227011 I I 190 Y OF TEMPORARY I II SEE DETAIL ., / INv/ •10
EX 2� _ `� �V. 44.25�i P/�' EE DETAIL 0227011 / I \ I
TYPE 1 DITCH MATTING ONS Low GosPIEL ASSE BLY, INC) �' ///� / ry
p�P 0 ! / \ ONSL W GOSPEL ASSFMBLY, INC. DAVID N. JA�MAN \ ALICE J. SMITHI / i /IN&V13569 /
v 43 84 � \ ROP _ 46 � � / DIANE C LE YOPP \ D.B. 1713, PG. 557 D.B. 2031, PG. 548 SE� DETAIL 0 2011 D.B. 1713, PG. �57 / /� / / / / / o
I TAX MAP 322, PAR EL 86.5 \ D.B. 1300, PG. 9 4 M.B. 6 PG. 1 4
1 MB 1N ' %°"P I D.B. 17 3, PG. 184 I c / M.B. 36, PG. 184 TAX MAP 322, PAROL 86.4 / / / / / GARY L. V�A/T NSI& WILLIAM R./'DA VIS II
786.7\d T X MAP 322, PARCEL 86 1350 PONY FA RD I
TAX MAP 22 PARICEL 86 I D B 2 14, PG. 256 /
TAX MAP S/22, PARCEL A( 1351 INY FAR RDJ �'ONSLOW GOSPEL ASSEMBLY,\ IN 1346/PONY FARM RD /J � 1358 PONY FARM4 RD// // / / I /
� D.B. 1713, PG. 557 / — J 1 \1351 PONY F RM RD cN I I I / / � ^ T/1,416 PONY ARM R684 /
M.B. 36 PG. 184 \ \ DROP INLET PROTECTION I / I I I I / / 00 , _
TAX MAP 322, PARCEL 86, 11� I ,v !�.
/ 1351 PONY FARM RD SEE DETAIL X/XX
TERRY LYNN & PATRICIA R. WHAL
Q �' D.B. 1167, PG. 859 PROPOSED CITY
i TAX MAP 322, PARCEL 88 THH-206
PROPOSED CITY
THH-207
/ JEAN E. CULPEPPE I 1322 PONY FARM RD SEE DETAIL X/XX SEE DETAIL X/XX
C / D.B. 2811, PG. 312
Q / TAX MAP 322, PARCEL 89.1145 SY OF TEMPORARY
i 1320 PONY FARM RD PROPOSED STONE FILTER INLET PROTECTION TYPE 1 DITCH MATTING
SEE DETAIL X/XX SEE DETAIL 0227011
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GRAPHIC SCALE IN FEET
0 20 40 80
69+50 70+00 70+50 71+00 71+50 72+00 72+50 73+00 73+50 74+00 74+50 75+00 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
KHA PROJECT
■ 015567007 WESTERN REGIONAL FORCE MAIN SHEET NUMBER
< im e )))Horn DATE PERMIT DRAWINGS 6/24/2016 18
E SCALE 1 " = 40' PREPARED FOR PERMIT DRAWINGS
O 2016 KIMLEY-HORN AND ASSOCIATES, INC. OF
No. REVISIONS DATE BY 300 WEST MORGAN STREET, SUITE 1500, DURHAM. NC 27701 DESIGNED BY NDR PUBLIC SERVICES DEPARTMENT
This document, together with the concepts and designs presented herein, as an instrument of service, is intended only PHONE: [phone] FAX: [phone] DRAWN BY JGB
for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without NC LICENSEF-0102 WWW.KIMLEY-HORN.COM CITY OF JACKSONVILLE NORTH CAROLINA L3
a written authorization and adaptation by Kimley–Horn and Associates, Inc. shall be without liability to Kimley–Horn and # CHECKED BY ZGP 7 SEAL:
Associates, Inc.
O
H
N
>Z- w
Lij
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EXISTING GRADE
ALONG
-
� -
PROPOSED
FORCE MAIN
45
45
EXISTING
WATERLINE
SLOPE UP_
SLOPE UP
40
40
Z
o�
�00
ELEV
39.05
ELEV
38.94
o-
+
00
35
ELEV
38.27
Z
35
ELEV=38.94
ELEV
39.10
ELEV
38.49
°D
N
PROPOS17-D
CLASS A
_
RIP RAP
o
PROPOSED
36" PC 250
DI
FORCE MAIN
J
30
>
ELEV
34.16
SLOPE UP
30
5' MIN.
°0
COVER,
bi
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36"
1.25°
TYP.
a
RJ VERTICAL
BEND
>
O
STA 79+83.44
25
a>
O
25
nw
`n
ELEV=27.36
PROPOSED
36 11.25°
+
RJ VER
ICAL BEND
STA 80+72.26
o
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36" 11.25°
c~n
PROPOSED
36" 11.25'
RJ VERTICAL
BEND
RJ
VERTICAL BEND
STA 80+54.35
20
STA 80+14.35
ELEV=24.49
20
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KHA PROJECT
■ 015567007 WESTERN REGIONAL FORCE MAIN SHEET NUMBER
< im e )))Horn DATE PERMIT DRAWINGS 6/24/2016 18
E SCALE 1 " = 40' PREPARED FOR PERMIT DRAWINGS
O 2016 KIMLEY-HORN AND ASSOCIATES, INC. OF
No. REVISIONS DATE BY 300 WEST MORGAN STREET, SUITE 1500, DURHAM. NC 27701 DESIGNED BY NDR PUBLIC SERVICES DEPARTMENT
This document, together with the concepts and designs presented herein, as an instrument of service, is intended only PHONE: [phone] FAX: [phone] DRAWN BY JGB
for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without NC LICENSEF-0102 WWW.KIMLEY-HORN.COM CITY OF JACKSONVILLE NORTH CAROLINA L3
a written authorization and adaptation by Kimley–Horn and Associates, Inc. shall be without liability to Kimley–Horn and # CHECKED BY ZGP 7 SEAL:
Associates, Inc.

V
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-
LOD
- -
LOD -
I
- LOD -
-LOD
�
---
LOD-
-
LOD -
-LOD
Site 24
Temporary Stream
-
r - 46
/ICE TCE -TCE TCE -TCE TC -TCE -TCE
7- - - - - - - -I- -
94+00 T 95+00 I 96+00
C
-EMs _FI
-----T-
---48-IN 446
----47 ---- --
-OHP - t = - - - -
-- _ -OHP -
�R?OPOSEDA6"PC 2N - -
DI FORCE MAIN
310 SY OF TEMPORARY
TYPE 1 DITCH MATTING
SEE DETAIL 0227011
-CE TCE TCE
97+00
PROTECT, RETAIN, AND ADJUST PROPOSED 50 LF
EXISJING WATER METER, TYP. SILT FENCE
PROPOSED 15' PERMANENT SEE DETAIL X/XX
UTILITY EASEMENT 125 SY OF TEMPORARY PROPOSED TEMPORARY
TYPE 1 DITCH MATTING PUMP -AROUND OPERATION
SEE DETAIL 0227011 EXISTING POLE TO BE
SUPPORTED SEE DETAIL X/XX
MARY CATHERINE METTERS PROPOSED STONE FILTER, TYP.
LL
[-PROPOSED 10' TEMPORARY M.B.B33,NIPC. 81 SEE DETAIL X/XX
CONSTRUCTION EASEMENT, TYP. TAX MAP 322, PARCEL 80 PROPOSED 50 LF SILT FENCE
- LOD LOD LOD / 1451 PONY FARM RD
LWH 26.0�40D -� LOD - Q"-, i5" HARDWOOD LOD - _ SEE DETAIL XgX _ LOD
TOP 41.32 A�RDWOOD 18LOD - - LOD TREE OD
INV. 39.65 i TREE \ \HARDWOOD_ - LOD - - LOD - LOD - - LOD - LOD - - LOD -
8" PVC PIPE a -
- -j 3' TALL / SHRUBS \ _j R�' TIES a i _IN'V. 3 .19
TCE J (UNKNOWN UTILITIES) / TWIN 16" Q WITH TREES � � j
TCE TCE TCE � AR-DWOOD \ r� 1II11
v0-3 8
T
_ TCE - TCE
_ _ _ -1 1 T 98+00 99+00 - - ADDRESS ?T TCE T FES -
c C -C c _ C - �- _ - 1�-F LE _ - -/- /
_ _ c _� WH 18.1' / /I 1 0
_FO`s-- FO 0===----rt5= = - __-- --- -� _ - - WM _ 101+ OHP --- C
r - - - - - - - -T - J'� =T -� �� �, - - - - F C
INV. 44.57
15" CPP
1)UE -
SPP TBMDUAL RUNS 1-1/2" HDPE
60 D NAIL �/ PRdROSED CITY TELECOM CONDUITS
ELEV. 48.34 WITH 1250# PULL TAPE
\\ rn
i
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MARY CATHERINE METTERS
BY WILL
M.B. 33, PG. 81
TAX MAP 322, PARCEL 80
1451 PONY FARM RD
PROPOSED CITY
THH-209
SEE DETAIL X/TX
J - -T - - 0- -_ - - - - - - - - 1 _ _ � - - FO-
/ ® ®T - --tea FM 42
_ - - l o F""- - -
- ---- GP T
4009 - - � - _
# /- ------ - - -�2� -_ MB _----__ LWH 20J8_ --- --
G��----------- INV. �'2.�#8 - E,'(. 23' - - -
- �- - W -- ------ ---- - -
--R-0 -INV. 38.9 p
\ P\/C PIPE BOLLARD -
� P��OSED-Sl�1st�FI�TE'R _ _ - _ _ - 44--
I
J
I \\ INLtT PROTECTION; T%CL - - - _ _ _ _
OV�CONC. POST �
SEE DETAIL X/XX R/W� /
/ PP TBM \ 270 S'S' OF TEKA-PORAR' / \ INV. 34.59 _
PROPOSED 36" 45` RJ BEND
STA 104+28.94
N: 378965.4752
E: 2443620.6883
PROPOSED 36" 45` RJ BEND
STA 104+14.34
N: 378962.1087
E: 2443630.0723
JAMES P. &
AMELIA L. GRISSETT
D.B. 2595, PG. 889 -
TA, MAL 3 LOD
OD �H�CEL 44
/
PKF #1028
N= 7 0
IMPACT SITE 24
NOTES:
19.1 THE CONTRACTOR SHALL COORDINATE WITH
PROPERTY OWNERS TO MAINTAIN INGRESS/EGRESS
TO THE PROPERTY.
19.2 "X" SYMBOL INDICATES TREES TO BE REMOVED IN
THEIR ENTIRETY, INCLUDING STUMP AND ROOTS.
PERMANENT WETLAND'
TEMPORARY WETLAND
TEMPORARY STREAM
CONC. PAD
LOD I / WI TH / WE
JIARDW00 /
T
PROPOSED 20'x20'
RECEIVING PIT
,B
H I
2.'
4.9 --- �I
/ TON
PP
'77
iGW
GW i
Impact Site #
Impact Type
Area (ac.)
Site 24
Temporary Stream
-
GW PP
ELEV. 461.93 \ \ \ MARY CATBHERIIN L M-ETTERS TYPE 1 DITCH MATTING �1AMES P.
SEE DETAIL 0227011 MELIA L. GRIS TT PROR
\ \
M. B. 33, PG. 81 D.B. X595, PG. 889 / fN�4 210\\
\ TAX MAP 322, PARCEL 80 AX MAP `,,322, P CEL 44 \ \ \
\ \ \ 1451 PONY FARM RD 95 SY OF TEMPORARY PROPOSED 200 SIF / SES\DETAIL` �XX \ \\\\
TYPE 1 DITCH MATTING CLASS A RIP RAP/ Y W HUTCIIIINS \ \\ \
\ SEE DETAIL 0227011 / \D-B:�-11,- PG, 138�-
\ \ /
"-TAX ��� 322-P-ARCEL'7.9
\ \ I W OD/META4 ��B,kIARR€LLS LOOP RD\
/ IHEADWALL� / \� \� \
NV. 34.6 \\
00
\ I
\ ' I
00 \
I �
Length (ft) - WIN 1 PRQPOSED 40'x20'
33.8 7 c B_ 30" P I T
F HARDW00
/ L H 1 .1" 50 SY WPTE PORARY
\ IN 31.1 TYPE 1 DITCH MATTING
SEE DETAIL 02270' /N�e
GRAPHIC SCALE IN FEET
0 20 40 80
93+50 94+00 94+50 95+00 95+50
0
Q
0
T No. REVISIONS DATE BY
This document, together with the concepts and designs presented herein, as an instrument of service, is intended only
0 for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without
owritten authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and
0 Associates, Inc.
96+00 96+50 97+00 97+50 98+00
■ KHA PROJECT
015567007
Kim e )))Horn DATE
6/24/2016
SCALE 1 " = 40'
© 2016 KIMLEY-HORN AND ASSOCIATES, INC.
300 WEST MORGAN STREET, SUITE 1500, DURHAM. NC 27701 DESIGNED BY NDR
PHONE: [phone] FAX: [phone] DRAWN BY JGB
NC LICENSE #F-0102 WWW.KIMLEY-HORN.COM CHECKED BY ZGP
98+50 99+00 99+50 100+00 100+50 101+00 101+50
WESTERN REGIONAL FORCE MAIN
PERMIT DRAWINGS
PREPARED FOR
PUBLIC SERVICES DEPARTMENT
CITY OF JACKSONVILLE, NORTH CAROLINA SEAL:
102+00 102+50 103+00 103+50 104+00 104+50
PERMIT DRAWINGS
105+00 105+50
SHEET NUMBER
19
OF
23
Q
LL
EXISTING GRADE
ALONG
EXISTING
on
PROPOSED
FORCE MAIN
PAVEMENT
��0
45
EXISTING 10"
45
--�\
---
---�
PVC WATERLINE
T/
`-
/\EXISTING
6" PVC
\
FORCE MAIN
\
-----�
/
�
I
40
�
'�,
I
40
cn
~
I
Z
y
I
SLOPE UP
35
ELEV
39.21
~ THEORETICAL
35
ELEV
37.81
o'
1:1 SLOPE
0
Z
`- PROPOSED
ELEV
35.73
5 MIN.
w
m
� 20'x20'
N RECEIVING
ELEV
29.20
PROPOSED
36" PC 250
ELEV
34.44
COVER,
PIT
30
DI
FORCE MAIN
TYP.
ELEV=26.50
-
_
30
25
ELEV
31.93
25
q
ELEV=28.20 60
LF 54"
PROPOSED
PROPOSED 36'
45' RJ BEND STEE
CASING
20'x40'
STA
104+16.44
BORE PIT
PROPOSED 36"
45° RJ BEND
ST
104+23.44
20
20
O
N
O
M
O
.-
0
N
O
N
•-
c0
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4
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r7
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93+50 94+00 94+50 95+00 95+50
0
Q
0
T No. REVISIONS DATE BY
This document, together with the concepts and designs presented herein, as an instrument of service, is intended only
0 for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without
owritten authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and
0 Associates, Inc.
96+00 96+50 97+00 97+50 98+00
■ KHA PROJECT
015567007
Kim e )))Horn DATE
6/24/2016
SCALE 1 " = 40'
© 2016 KIMLEY-HORN AND ASSOCIATES, INC.
300 WEST MORGAN STREET, SUITE 1500, DURHAM. NC 27701 DESIGNED BY NDR
PHONE: [phone] FAX: [phone] DRAWN BY JGB
NC LICENSE #F-0102 WWW.KIMLEY-HORN.COM CHECKED BY ZGP
98+50 99+00 99+50 100+00 100+50 101+00 101+50
WESTERN REGIONAL FORCE MAIN
PERMIT DRAWINGS
PREPARED FOR
PUBLIC SERVICES DEPARTMENT
CITY OF JACKSONVILLE, NORTH CAROLINA SEAL:
102+00 102+50 103+00 103+50 104+00 104+50
PERMIT DRAWINGS
105+00 105+50
SHEET NUMBER
19
OF
23

PATRICK D. & PATRICIA A. FARMER
D.B. 2559, PG. 685
M.B. 49, PG. 144
TAX MAP 314, PARCEL 15
l
/ PROPOSED STONE FILTER
\PO INLET PROTECTION, TYP.
/ SEE DETAIL X/XX
-PROPOSED CITY
THH- 213
SEE DETAIL X/XX
NOTES:
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.
PROPOSED STONE 2 1-1/2" HDPE PROPOSED
CHECK DAM, TYP. CITY TELECOM CONDUITS 20.2 THE CONTRACTOR SHALL REPLACE IN PLACE ALL
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
D.B. 2559, PG. 685 BE CONSIDERED INCIDENTAL TO THE PIPELINE
M.B. 49, PG. 144 INSTALLATION.
TAX MAP 314, PARCEL 15
PROPOSED 30' PERMANENT
UTILITY EASEMENT I\ / I 1330 SY OFA TEMPORARY
BARB WIRE -\ I I / I TYPE 1 DITCH MATTING PROPOSED 36" PC 250
FENCE WITH INV. 45.74 / / \ SWALE
METAL POST RIP RAP/CONe _ �1 �, _ — SEE. DETAIL 0227011 DI FORCE MAIN
_ _ 10"PLQSIIC— — _ -AR.O.JJI4D-E� — — — — — —' INV. 45.85 1 I INV. 45.72
— — PIPE PIPE 10" PVC PIPE I ` 9" PVC PIPE — — — _ _ GW CP �—
a / GATE D 10 PLASTIC PIPE #2429
INVx.CONC. BLOCK �" \
—. QQ 'L 2 i LO 38— i CID D IPE " 18.6' inn— �/ PP--dHO------dHO------dHO-----
Qx x— —� — 1 1 +00 — D — L nn — _ 10D — LOD. —
_ — ZC X x X X X x x x— -x xZIP 30
-- --- — — —— _ _ — 1 =F o
— _a_m_ INV. 4 --- -- ----
- BUSH__— — _---_ _------- — _— — -- _ --- Ho-- — — _
—CLx — X`-- _ _ ���— — — — — _=_-Ol1l—
I --- (x ---X x ------ __ ___ _
�' — —\ \�X SWAL� �- d o 1 g" ETAL x x�--x — x� x x x x o x x—� - x,� — x x x o
N "�� r �� INV. 46.25 ) �� L BARB WIRE FENCE INV. 46.30 INV. 46.10
U' _ — dt� INV. 45.21 PIPE \ D
d Jd+�o Bio=— — — _ — — — WITH METAL POST 10" <
r N PP INV. 45.69 N x ,� — — INV. 45.72 cn 10" PLASTIC INV. 46.26
3 m
WE \ _ 14" OAK TREE — — — INV. 47.04
LWH 22.1' WILLOW RIP RAP/CONC. 2K GATE I —� ---- OAK E PIPE a — — —
22 /
T-
M 00 TREE \ AROUND END y GW /TREE v - 18" CMP, �� - 1, �� _
r LANDSCAPE vL PIPE �/ rn 26" OAK S _ 20 28
INV. 46 52 rn ATREE? OAK TREE OAK TREE\ �S
E� i \ r LWH 23.0' \ OAK TREE 10" PLASTIC�E
i TREE �.8' PLASTIC\ GATE FENIRE CE v GRASS DRIVE 29 OAK WIRE ENCE PIPE
PIPE `
INV. 47.38 \ 12" PLASTIC A� TREE INV. 46.61
CRAPE MYRT E \ IMPACT SITE 18 TOP OF POND END -B�A5B-WIRE
CONC. BLOCK TREE 4 PIPE PATRICK a. FARMER / FENCE -
LL
2 HEADWA/ 20' GRASS \\ D.B. 633, PG. 845 - TA4 MAP 314, PARCEL 26 TOP OF POND / \
STIC / DRIVE
� PIPE . DIRT LOADING ! PATRICK D. &PATRICIA A. FA�2M�ER �w
/ RAMP / D.B. 1138, PG. 982
TAX MAP 314, PARCEL 25 \\
� / I
PATRICK D. FARMER /
D.B. 614, PG. 391 PATRICK D. FARMER PATRICK D. FARMER
M.B. 5, PG. 83 D.B. 768, PG. 550 \ D.B. 649, PG. 816
TAX MAP 314, PARCEL 31 TAX MAP 314, PARCEL 38.2 \ TAX MAP 314, PARCEL 30
0 212 FARMERS LN
T \
;n
a� \
Impact Site #
Impact Type
Area (ac.) Length (ft)
Site 18
Permanent Wetland
0.085 -
0
0
0
0
n
n
0
I
i
E
a
0
0
T
z
Q
z
2
0
0
T
0
m
a
E
0
2
0
;n
PERMANENT WETLAND
TEMPORARY WETLAND
TEMPORARY STREAM
PROPOSED 36" 22.5° RJ BEND
PP TBM STA 140+60.41 PROPOSED CITY
GATE 60 D NAIL _1: 378910.1965 �� THH-214
ELEV. 48.47—
END — — —E: 2440275.2077 SEE DETAIL X/XX
BARB WIRE GW � —
FENCE
— dHO — — — — — — dHO— —
-- GW I \
— . — LOD LLO
(PRIVATE--- DIRT -----RT oAD
—OOT——'47-47 -----Ilk
�
� I p"I
' __ —
— Z_ ---
--�\
'I SIF WOOD FENCE — ?—
CORNER POST
\ IRV. 46.36
18" METAk PIPE PATRICK D. & PATRICIA A. FARMER \ N
D.B. 3297, PG. 305
/ \ M.B. 33, PG. 197 \\ \ r�
/ \ TAX MAP 314, PARCEL 24 \
00 Q
I -48-48.--i
I � \
GRAPHIC SCALE IN FEET
0 20 40 80
50
0
z
0
0
0
n
n
0
I
i
E
a
0
0
T
z
Q
z
2
0
0
T
0
m
a
E
0
2
0
;n
PERMANENT WETLAND
TEMPORARY WETLAND
TEMPORARY STREAM
PROPOSED 36" 22.5° RJ BEND
PP TBM STA 140+60.41 PROPOSED CITY
GATE 60 D NAIL _1: 378910.1965 �� THH-214
ELEV. 48.47—
END — — —E: 2440275.2077 SEE DETAIL X/XX
BARB WIRE GW � —
FENCE
— dHO — — — — — — dHO— —
-- GW I \
— . — LOD LLO
(PRIVATE--- DIRT -----RT oAD
—OOT——'47-47 -----Ilk
�
� I p"I
' __ —
— Z_ ---
--�\
'I SIF WOOD FENCE — ?—
CORNER POST
\ IRV. 46.36
18" METAk PIPE PATRICK D. & PATRICIA A. FARMER \ N
D.B. 3297, PG. 305
/ \ M.B. 33, PG. 197 \\ \ r�
/ \ TAX MAP 314, PARCEL 24 \
00 Q
I -48-48.--i
I � \
GRAPHIC SCALE IN FEET
0 20 40 80
50
50
EXISTING GRADE
ALONG
PROPOSED
FORCE MAIN
a
45
N
45
Z
0-
5' MIN.
oN
COVER,
TYP.
Cr 0
z
40
SLOP
Q
40
M cn
35
ELEV
38.18
ELEV
38.04
ELEV
37.91
35
ELEV
37.77
ELEV
37.63
ELEV=37.83
PROPOSED 36"
PC 250
DI FORCE MAIN
PROPOSED 36"
22.5° RJ BEND
STA 140+60.41
30
30
25
25
O
O
O
O
O
O
00
O
O
O
O
O
I�
O
O
O
O
M
O
O
O
O
O
O
O
I
00
I�
n
O
O
6
O
O
O
O
O
O
129+00 129+50 130+00 130+50 131 +OC
L
Q
E
0
T No. REVISIONS DATE BY
a This document, together with the concepts and designs presented herein, as an instrument of service, is intended only
0 for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without
awritten authorization and adaptation by Kimley—Horn and Associates, Inc. shall be without liability to Kimley—Horn and
Associates, Inc.
131+50 132+00 132+50 133+00
Kimley)))Horn■
O 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
133+50
KHA PROJECT
015567007
DATE
6/24/2016
SCALE 1 " = 40'
DESIGNED BY NDR
DRAWN BY JGB
CHECKED BY ZGP
134+00 134+50 135+00 135+50 136+00 136+50 137+00
WESTERN REGIONAL FORCE MAIN
PERMIT DRAWINGS
PREPARED FOR
PUBLIC SERVICES DEPARTMENT
CITY OF JACKSONVILLE, NORTH CAROLINA SEAL:
137+50 138+00 138+50 139+00 139+50 140+00 140+50 141+00
SHEET NUMBER
20
PERMIT DRAWINGS
OF
23

NOTES:
21.1 THE CONTRACTOR SHALL COORDINATE WITH
PROPERTY OWNERS TO MAINTAIN INGRESS/EGRESS
ITO THE PROPERTY.
�+ 21.2 "X" SYMBOL INDICATES TREES TO BE REMOVED IN
THEIR ENTIRETY, INCLUDING STUMP AND ROOTS.
ERMANENT WETLAND
TEMPORARY WETLAND
* *TEMPORARY STREAM
'!r 'R '!n '► 'ie '! '!r I T
WETLANDS—)
m
PATRICK D. FARMER
D.B. 1482, PG. 39
'
M. B. 7, P PROPOSED STONE
2 1-1 /„2" HDPE PROPO!ED 'TAX MAP PARCEL 19 CHECK DAM, TYP. I
\� PROPOSED 30' PERMANENT CITY TELECOM CONDUITS SEE DETAIL X/XX I
\� UTILITY EASEMENT WITH 1250# PULL TAPE
ATRICK D. & ['ATRICIA A. FARMER
\�° , D.B. 2559, PG.'0685
z , \ A) \ \ \ oc '-( M.B. 49, PG. 144 , * _ _ — PROPOSED CITY PATRICK D. & PATRIf✓IA A. FARMER '
2 1000 SY OF TEMPORARY TAX MAP 31 PARCEL 15 , / B. 2588, PG. 247-
- 1 DITCH MATTING r THH-215 / � M.B. 49, PG. 144
CORN FIEF �
rn TA MAP 314, PARCEL 20.1
SEE DETAIL 0227011
�� , _E DETAIL X/XX / Impact Site # Impact Type Area (ac.) Length (ft)
PROPOSED 36" PC 250 / /� IMPACT SITE 17 Site 17 Permanent Wetland 0.460
\\ DI FORCE MAIN
I ayO\ � \ \ c �Oo '" � SS DRIVE ( I� Site 17 Temporary Wetland 0.268
%� -
\ \ CP — — --- -___ — — _ — x PROPO D 5� TEMPORARY
I \ \ \ \ \ \ \ \ \ #2430 — —46 CONST UCTION EASEMENT
\ \ \ — =inn ----WD . --LOD = = inn LOD LOD = = inn i nD 12 CPPi nn / — j .
PP \ \ \ LOD LOD nn _ �10p — — LOD = _LM_— — D — — LOD LOD LOD — — LOD — LOD LOD. D
INV. 45.44 INV. 45.24 _ — — CP
\ \ — — — _— — - - — — _ — _ _ C1 c c c c T4T +vim— c c c c c c 1
I W \ ��� dHo = — — IMPACT SITE DIRT ROAD — — — FS�_ — - — - — — — — — — — -- —
I OOT— — M1 OT 4 401 uU 1SOT— Q ✓A E� ='00� CIO I—
\ ------_ _ ____ _ — —R�
GAYNELL P. SUMMERLIN Q� ��^ ------ �-dy�� �\ ---- QLSWALE ---- — 46 SWALE ---4 6 r--- — -------46 46 -- ---- D.B. 605, PG. 606 \ _ — �� d INV. 45.2 - _ INV. 45.59 < X 15" INE X � x
TAX MAP 314, PARCEL 23 1 ' — — — — — — — — _ _ m > TREE
2-
GAYNELL P. SUMMERLIN 12" CMP G GAYNELL P. SUMMERLIN 12" RCP END FENCE BARB WIRE i
INV. 45.44 CMF " °-
Q D.B. 605, PG. 606 -TAX MAP 314, PARCEL 22.1 L_� D.B. 6 PG. 69 - TAX MAP 314, PARCEL 22 N=378,720.25
PROPOSED 16 LF OF BARBED WIRE PROPOSED 20' E=2,439,129.62
PP PROPyS4D 36" 45° RJ BEND 60 DBNAIL FENCING AND 14' FARM UTILITY FENCE PERMANENT UTILITYcn —
J STA 143+01.66 I ELEV. 48.06 1
SEE DETAIL 0244402 EASEMENT
N: 378989.5226 PROPOSED 5' TEMPORARY
—
E E: 2440047.4665
cn PROPOSED STONE FILTER CONSTRUCTION EASEMENT
INLET PROTECTION, TYP. PROPOSED 340 LF /
SEE DETAIL X/XX
SILT FENCE
GAYNELL P. SUMMERLIN SEE DETAIL X/XX GRAPHIC SCALE IN FEET
o D.B. 713, PG. 562 - TAX MAP 314, PARCEL 21 I 20 40 80
I
z
0
20
n
n
0
z
E
Q
n
0
T
Z
Q
z
z
2
0
CD
J
cn
CD
E
v
2
Impact Site #
Impact Type
Area (ac.)
Length (ft)
Site 27
Permanent Wetland
0.0002
-
q ELEV+39.00
50
45
40
35
NK
25
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
KHA PROJECT WESTERN REGIONAL FORCE MAIN
015567007 SHEET NUMBER
< Kim e >>>Horn DATE PERMIT DRAWINGS
6/24/2016 21
SCALE 1" = 40' PREPARED FOR PERMIT DRAWINGS
© 2016 KIMLEY—HORN AND ASSOCIATES, INC. OF
No. REVISIONS DATE BY 300 WEST MORGAN STREET, SUITE 1500, DURHAM. NC 27701 DESIGNED BY NDR PUBLIC SERVICES DEPARTMENT
This document, together with the concepts and designs presented herein, as an instrument of service, is intended only PHONE: [phone] FAX: [phone] DRAWN BY JGR
for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without NC LICENSE F-0102 WWW.KIMLEY—HORN.COM CITY OF JACKSONVILLE NORTH CAROLINA 23
o written authorization and adaptation by Kimley—Horn and Associates, Inc. shall be without liability to Kimley—Horn and � CHECKED BY zGP 7 SEAL:
2 Associates, Inc.

PATRICK D. & PATRICIA A. FARMER
QB. 2588, PG. 247
M.B. 4% PG. 144 2 1-1/2" HDPE PROPOSED
TAX MAP 314, PARCEL 20.1 /
CITY TELECOM CONDUITS
WETLANDS WITH 1250# PULL TAPE
900 SY OF TEMPORARY
TYPE 1 DITCH MATTING
PROPOSED 30' PERMANENT \ CYNTHIA BARBER
UTILITY EASEMENT LIFE ESTATE
D.B. 560, P
TAX 4, PARCEL 58
PROPOSED CITY
10, SEE DETAIL 0227011 THH-216 / 1 =
PROPOSED 30' PERMANENT PROPOSED 1940 LF SEE DETAIL X/XX = of
UTILITY EASEMENT OF SILT FENCE
SEE DETAIL X/XX
PROPOSED 5 TEMPORARY
:-PROPOSED 36" PC 250 � � TOA14ATURAL
CONSTRUCTION EASEMENT
_ —
DI FORCE MAIN GROUND
Q
V, ,. VP — ,
L A A A 1s__A _ - —� _A� _A_— _A _
------------ -_- --------------- _ -_-4 - A
------�-- --- 46' --- '" ± — _
3 — SWALE------- ----- \�(PRIVA IMPACT SITE
60' R/
/^�� PROPOSED 20' PERMANENT
E —/ / T\ UTILITY EASEMENT
PROPOSED 5 TEMPORARY
47 _ \ \ CONSTRUCTION EASEMENT
Cn
Impact Site #
Impact Type
Area (ac.)
Length (ft)
Site 17
Permanent Wetland
0.460
Site 17
Temporary Wetland
0.268
-
V6 Dr
PROPOSED AVV
/ ASSEMBLY 913
SEE DETAIL X/XX
I\ \ STA 158+00.00 \
/ I 1 N: 378501.1338 \
E: 2438631.0162
PATRICK D. 4-P-ATRICIA FARMER
D.B.-2588, PG. 247
0 M.B. 49, PG. 144
v TAX MAP 314, PARCEL 38
;n
L
0
Q)
;n
0
.01
0
z
0
0
0
0
n
n
0
I
z
E
a
0
0
T
z
Q
z
2
0
T
0
a
E
0
2
0
;n
r`
( I
"P SED 36" 45' RJ BEND
STA 161+
I N: 378382.0261
E. 2438306.9308
PROPOSED 36" 45° RJ BEND
STA 161+40.48
I N: 378388.5172
E: 2438309.7354
I �
NOTES:
22.1 THE CONTRACTOR SHALL COORDINATE WITH
PROPERTY OWNERS TO MAINTAIN INGRESS/EGRESS
TO THE PROPERTY.
ERMANENT WETLAND
TEMPORARY WETLAND
TEMPORARY STREAM
50
50
EXISTING GRADE
ALONG
PROPOSED
FORCE MAIN
L7
45
_
45
�d
ZLn
5' MIN.
v~i
00
o
r-
COVER,
x
0 �
+
TYP.
(0
w
N
SLOPE UP _
UP
z�
LJ(D
—SLOPE
�3
Q
w
40
°°
cn
z
40
ELEV=39.58
ELEV
39.23
ELEV
39.43
M
ELEV
39.46
35
_
ELEV
39.62
ELEV
38.97
35
PROPOSED 36"
PC 250
a
DI FORCE MAIN
>
>-
PROPOSED
36" 45° RJ
BEND
ELEV=38.34
m
STA 161
40.48
12
ANTI—SEEPAGE
COLLAR
N
PROPO
ED 36" 45° RJ
BEND
STA 1
2+42.00
30
Q
STA 161
47.85
SEE DETAIL
X/XX
30
Q
00
W
0
N
O
00
a-
+
000
ft�
LO
25
°-
25
•—
O
O
O
O
O
O
rn
d
O
O
O
O
O
N
00
O
O
It
O
(.0
O
O
O
O
O
O
O
r-
O
O
O
O
O
0
0
O
LO
d-
d-
-t
It
d-
d-
d-
It
d
d-
d-
It
d-
-t
d-
It
-t
d
d-
't
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
< K■ 015567007 WESTERN REGIONAL FORCE MAIN SHEET NUMBER
imle Horn DATE PERMIT DRAWINGS 6/24/2016 22
Q)yE SCALE 1 " = 40' PREPARED FOR PERMIT DRAWINGS
O 2016 KIMLEY—HORN AND ASSOCIATES, INC. OF
No. REVISIONS DATE BY 300 WEST MORGAN STREET, SUITE 1500, DURHAM. NC 27701 DESIGNED BY NDR PUBLIC SERVICES DEPARTMENT
This document, together with the concepts and designs presented herein, as an instrument of service, is intended only PHONE: [phone] FAX: [phone] DRAWN BY JGB
for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without NC LICENSEF-0102 WWW.KIMLEY—HORN.COM CITY OF JACKSONVILLE NORTH CAROLINA L3
a written authorization and adaptation by Kimley—Horn and Associates, Inc. shall be without liability to Kimley—Horn and # CHECKED BY ZGP 7 SEAL:
Associates, Inc.

1Z
PROPOSED CITY
THH-218
SEE DETAIL X/XX
PROPOSED 36" 45° RJ BEND
` STA 173+22.56
N: 377283.0677
E: 2438595.7059
PROPOSED 36" 45° RJ BEND
\ STA,,173+33.24
\ N: 377282.4809
vim\ v E: 2438585.0377
\ \ T
NOTES:
23.1 THE CONTRACTOR SHALL COORDINATE WITH PROPERTY
IOWNERS TO MAINTAIN INGRESS/EGRESS TO THE PROPERTY.
ERMANENT WETLAND
TEMPORARY WETLAND
CYNTHIA BARBER
TEMPORARY STREAM
LIFE ESTATE
D.B. 560, PG. 688 SIDNEY R & MELISSA D GRUBER
TAX MAP 314, PARCEL 58 M.B. 60, PG. 196
794 FIRE TOWER RD TAX MAP 314, PARCEL 58.1
766 FIRE TOWER RD
I /
I �
490 SY OF TEMPORARY
TYPE 1 DITCH MATTING
SEE DETAIL 0227011 CYNTHIA BARBER
2 1-1/2" HDPE PROPOSED LIFE ESTATE
\ � �� v CITY TELECOM CONDUITS
TAX MAP 314, PARCEL 58
D.B. 560, PG. 688
� � \ � �� � v WITH 1250# PULL TAPE
\ I 794 FIRE TOWER RD
0/11
z OVERHEAD\ \ \ \ \ \ Ill l l I l
I
GUY WIRE \ PP A7 I ��
PROPOSED 15 PERMANENT /\ / I /
HP — — — — — PROPOSED 1505 LF
-oHl UTILITY EASEMENT ,
LWH 16.8' ` �\ OF SILT FENCE I /7 PROPOSED CITY / /M \I °' �NNV
VI37.23 \
2 \ o j, SEE DETAIL X/XX I / THH 219 +d 5.11
PKF #4402 / / �14" ONWASA
/ N=377 5.a9"�300 ( / i INV 3 .44 W`A�RLINE
v I — SEE DETAIL XXX
-oH 2, 3'%,60 .1650
» —OHP / —8HP——��-WHfP-� s — O�J2/ QY� — r / / H —INV 3 — — � �- dH0-
/� / R � �� \ I _ ' — — PROPOSED 36 PC 250 PP < OVE EAD `�2= __ -_� — — — — — / a —
/ h _ --- --- EOP DI FORCE MAIN -------- --\ ----- — �� — —--
�� - -�= f
44-- ---- - 43"�===___-- -W- -
_ EX. 20't
/ 43 - -_-- ---------------- cn�
J T/� _ _- -__ - — — — — � - \ — — d ASPHAL
_ _ _ _ _ _ _ _ _ _� LOD �LOD ROAD_ _
--- 2 — -_ ___ - =_---------�2—� ----- --c MoD _�-
1 43 INy�34"IO ! -�$��_- - ______-------- - - - - ---- --- —_-_ = _ = —41===2
_ i$2-+$0= - _ __ __-_��1�� -_ +00- _ __
---_----
/ / 4 GUY WIRe 1 RCP — — 3 GUY WIRE I _
/ ANCHOR POLE G I li I_ _ i I NCHOR POLE
I / j I / —
ISF
i
377,494.60
E2,438,225.52�
ISIF
\ - - -
\ N=377,531.03INV 41.11 CYNTHIA BARBER �I / 6
\ E=2,438,080.27 I EXISTING ANC OR POLE TO r 1 \\ \ \
LIFE ESTATE I I <I
Q) D.B. 560, PG. 688 I �I \ \ / BE RELOCAT�F BY OTHERS PROPOSED STONE I ^' / 1320 �Y OF TEMPORARY
TAX MAP 314, PARCEL 58 I \ \ / CHECK DAM,
� I I I TYP. I� I TYPE 1 DITCH MATTING
III I I / MATTHEW R & CYNTHIA BAR R SEE DETAIL X/XX I I \ SEE DETAIL 0227011
/ TIFFANY A MILLER PROPOSED 10 TEMPORARY �
I I i D.B. 3601, PG. 795 CONSTRUCTION EASEMENT w LIFE EsrA \
D.B. 560, Pd. 688 PROPOSED 270 SF _ IMPACT SITE 25
M.B. 46, PG. 240 \ TAX MAP 314, (RARCEL 58
TAX MAP 314, PARCEL 58.4 I 794 FIRE T/ftER RD
= PROTECT, RETAIN, AND ADJUST
EXISTING WATER METER, TYP.
01I
Q
11
z
0
n
n
0
I
z
E
C)
N
n
0
0
:v
T
z
Q
z
2
0
a
a
E
0
2
0
;n
CLASS A RIP RAP \
Impact Site #1
Impact Type Area (ac.)
I Length (ft)
Site 25
ITemporary Stream I - 1
34.72
GRAPHIC SCALE IN FEET
0 20 40 80
50
50
EXISTING GRADE
ALONG
PROPOSED
FORCE MAIN
45
45
V)
z_d
O N
40
lo
40
V)
r7
oa
LZ
N
SLOPE UP
35
35
SLOPE UP
5' MIN.
ELEV
35.05
COVER,
TYP.
30
ELEV
34.39
ELEV
32.99
30
PROPOSED
45° RJ
ELEV
32.78
ELEV
32.58
36"
STA 173+33.24
BEND
PROPOSED
36" PC 250
DI FORCE
MAIN
PROPOSED 36"
45° RJ BEND
ELEV28.86
STA 173+22.56
25
ELEV=28.34
25
O
O
O
d
O
O
O
O
It
r-
O
O
O
O
O
r7
O
O
O
O
Ln
N
Ln
Ln
M
17
N
N
r7
17
17
O
N
r7
M
r7
d
M
M
N
N
N
O
O
M
M
d
d
It
d
d
d
d-
It
d
d
d-
d
.1d-
173+00
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
KHA PROJECT
■ 015567007 WESTERN REGIONAL FORCE MAIN SHEET NUMBER
< im e )))Horn DATE PERMIT DRAWINGS 6/24/2016 23
0 SCALE 1 " = 40' PREPARED FOR PERMIT DRAWINGS
O 2016 KIMLEY—HORN AND ASSOCIATES, INC. OF
No. REVISIONS DATE BY 300 WEST MORGAN STREET, SUITE 1500, DURHAM. NC 27701 DESIGNED BY NDR PUBLIC SERVICES DEPARTMENT
This document, together with the concepts and designs presented herein, as an instrument of service, is intended only PHONE: [phone] FAX: [phone] DRAWN BY JGB
Q)I—for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without NC LICENSE F-0102 WWW.KIMLEY—HORN.COM CITY OF JACKSONVILLE NORTH CAROLINA 23
written authorization and adaptation by Kimley–Horn and Associates, Inc. shall be without liability to Kimley–Horn and # CHECKED BY ZGP 7 SEAL:
Associates, Inc.