20160756 Ver 2_More Info Received_20180424

Strickland, Bev
From: Hartshorn, Jason <[e-mail]>
Sent: Tuesday, April 24, 2018 8:21 AM
To: Mairs, Robb L
Cc: Capito, Rachel A CIV USARMY CESAW (US)
Subject: [External] RE: Western Regional Sewer System
Attachments: New River Drill - WRFM Seg 1 Signed Permit Plans.pdf, New River Drill Sheets 12-15 -
WRFM Seg 1 Signed Permit Plans.pdf
External email. Do not click links or open attachments unless verified. Send all suspicious email as an attachment tQ
Report Spam.
Hey Robb -
The attached plan sheets are from the "WRFM Seg 1 Signed Permit Plans.pdf" file previously submitted and shows the
cross section of the direction drill. The overview is Sheet 5, and Sheets 12-15 show the zoomed -in view of the crossing
with the applicable wetland boundaries and drill depth below the New River based on the survey.
Let me know if you have any questions or if you need any additional detail on this crossing to assist in your review of this
reauthorization request.
Thanks!
-Jason
Jason Hartshorn, PWS
Kimley-Horn 1421 Fayetteville Street, Suite 600, Raleigh, NC 27601
Direct: 919 678 41551 Mobile: [phone] www.kimleV-horn.com
From: Mairs, Robb L [mailto:[e-mail]]
Sent: Thursday, April 19, 2018 3:08 PM
To: Hartshorn, Jason <[e-mail]>
Cc: Capito, Rachel A CIV USARMY CESAW (US) <[e-mail]>
Subject: Western Regional Sewer System
Hey Jason,
This follows our phone call this a.m. Could you provide us the cross-section of the proposed sewer line in relation to the
main stem of New River and its abutting wetlands?
Thanks,
Robb Mairs
Environmental Senior Specialist
Division of Water Resources
North Carolina Department of Environmental Quality
910 796.7303 office

robb.mai rs(cancdenr.gov
https://deg.nc.gov/about/divisions/water-resources/water-resources-permits/wastewater-branch/401-wetlands-buffer-
ep rmits
127 Cardinal Drive Extension
Wilmington, NC 28405
Email correspondence to and from this address is subject to the
North Carolina Public Records Law and may be disclosed to third parties.

DUKE ENERGY TRANSMISSION LINE
WESTERN REGIONAL PUMP STATION EASEMENT
BY OTHERS
BEGIN WESTERN REGIONAL FORCE MAIN
SEGMENT 1 CONTRACT FUTURE DEVELOPMENT BOUNDARY
VAULT #2
STA: 48+00.00
VAULT #1
STA: 30+50.00
PLUG VALVE
STA 56+64.20
VAULT #3B
STA: 56+78.77
50+00
kpp x0
"
PLUG VALVE STA �
56+64.20
VAULT #3A
STA: 56+78.77 �
S
s
�EXISTING ACCESS DRIVE #1
TO BE IMPROVED
C
Cn
0
o -
TEMPORARY CONSTRUCTION
L ENTRANCE
Ln 11 01 4 B b 4 1,
1
0
Y
:_
0
CxD
C6
0
O
0
N
N
0
U
0
W
J
W
0
0-
z
Q
z
Q
J
(Z
W
W
Q
W
0
Ln
7
O
0
J
C
C
0
PARALLEL 24" HDD
RIVER CROSSINGS
R�J�R
VAULT #4B
STA: 78+50.42
PLUG VALVE
STA 78+64.96
6 NOTE:
5.1 SITE PLAN/PROPERTY LINES IN UNDEVELOPED
AREAS ARE FUTURE PROPOSED LINES AND ARE
�l SUBJECT TO CHANGE.
5.2 SURVEY LIMITS SHOWN BELOW. CONTOURS ON
DRAWINGS OUTSIDE OF SURVEY LIMITS ARE BASED
ON AERIAL CONTOURS BLENDED INTO SURVEY
CONTOURS AND ARE APPROXIMATE.
LEGEND:
7 7-� BORE AND JACK
IF CONSTRUCTION ACCESS
PLUG VALVE
A VAULT
ZN
END WESTERN REGIONAL FORCE MAIN
SEGMENT 1 CONTRACT
PROPOSED WESTERN REGIONAL
FORCE MAIN SEGMENT 1
61,
... . ...... -:
HEFT lg
VAULT #5
STA:113+20.00
110+
PLUG VALVE
STA 78+64.96
VAULT #4A
STA: 78+50.42
TEMPORARY CONSTRUCTION
ENTRANCE
VAULT #6 `L 1
STA: 135+25.00
5
Q�
IN
SURVEY LIMITS
J
G AP CALE IN FEET
2 �0 00 1(
� � 3
200
150
. . .
. . .
. . .
. . .
SURVEY LIMITS
J
G AP CALE IN FEET
2 �0 00 1(
� � 3
200
150
. . .
. . .
. . .
. . .
. . .
. . .
. . .
. . .
. . .
. . .
. . .
. . .
. . .
. . .
. . .
. . .
. . .
. . .
. . .
. . .
. . .
. . .
. . .
. . .
. . .
. . .
. . .
. . .
. . .
. . .
150
. . .
. . .
. . .
. . .
. . .
. . .
. . .
. . .
. . .
. . .
Q . .
. . .
. . .
. . .
. .a .
. . .
. . .
. . .
. . .
. . .
. .
_j
-
. . .
. . .
. . .
. . .
.
N
M
d
.
.I
J
�--I
.
I
.
.
100
to
0
D a
QIN
D
00
100
>
>
>o
L0
o Oo
o �
EX
STING • GRAD
ALONG
o
o N
+ .
. . .
. . .
. . .
. . .
. . .
. . .
. . .
N �.
. . .
V) co.
. . PR
POSED FOR
E •MAIN
�+
. . .
. . .
. . .
. . .
tn ,
M .
O+.
M.
O d .
O In
PROPOSED
PARALLEL
ff
'24 P
I�
350 '
�—
o Q•
o Q50
FO
CE MAINS I
STALLED • VI
o a
F
o a
ixli
k
F_
50
ELM
DRILL
a- V)
I
a- (n
CL.10
PDIFIECTIONAL
R
POSED (2)
2" HDPE .
. . .
. . .
. . .
. . .
. . .
. . .
. . .
. .
w_
. . .
. . .
. . .
. . .
. . .
. . .
. . .
. . .
. . .
. . .
. . .
CI
TELECOM
CONDUITS
. .
. .
--� -.
. . .
. . .
. . .
. .
. . .
. . .
0
v
i
. . .
. . .
. . .
. . .
. . .
. . .
. . .
. . .
. . .
V
. . .
. . .
. . .
. . .
. . .
. . .
PROPOSED
6"• PC 250
. . .
. . .
. . .
. . .
. . .
. . .
. . .
. . .
. . .
. . .
. . .
. . .
. . .
. . .
. . .
. . .
. . .
. .
. . .
. . .
. . .
. . .
DI. FORCE MAIN
. .
. . .
. . .
. . .
. . .
. . .
. . .
. . .
. . .
. . .
.
.
-100
.
. . .
. . .
. . .
. . .
. . .
. . .
. . .
. . .
. . .
. . .
. . .
. . .
. . .
. . .
. . .
. . .
. . .
. . .
. . .
. . .
. . .
. .
.
.
.
-100
O
O
c0
00
,—
O
00
O
d-
�
d-
c0
O
r7
c0
O
c0
to
O
co
O
d'
O
O
N
06
I�
06
T
N
Oj
04
L0
c0
4
O
O
O
O
N
c0
N
N
co
N
Oi
N
O
M
P
.-
M
d
M
co
M
M
�t
14-
a0
M
�—
0 5+00 10+00 15+00 20+00 25+00 30+00 35+00 40+00 45+00 50+00 55+00 60+00 65+00 70+00 75+00 80+00 85+00 90+00 95+00 100+00 105+00 110+00 115+00 120+00 125+00 130+00 135+00 140+00 145+00 150+00 155+00 160+00
0
W
0
i.
0
0
M
m
No. REVISIONS DATE BY
o 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.
KHA PROJECT
015567007
DATE
Im Horn 10-21-16
SCALE 1 " = 500'
© 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 BYNDR/JDK
WESTERN REGIONAL FORCE MAIN
SEGMENT 1
PREPARED FOR
PUBLIC SERVICES DEPARTMENT
CITY OF JACKSONVILLE, NORTH CARO
SEAL�I : '�'�•
33186 1 CO_ = 3 -
%, �''FN� � N��`�. �J.; %�p'••.,N� I NES:• F,�,��'
LINASEAL: III 1116%,\l6/27%lb
OVERALL PLAN AND PROFILE
SHEET NUMBER
5
OF
29

3
/
o
I � f
Lo, /, , 0 PROPOSED 3 LF �F
f 1 /
~�� ° 24" HDPE LVERLo
fi\ l /
PER AS F. 306
I a INV IN----�.82
- \ °� INV OUT -2.11 FLOODWAY 1310`0 DARY
LLJ
LL
a_ rr �` �� l // F�OODWAY BOUNDARY
N/F ~ PROPOSED CITY THH�107
Q MILTON T. SCHAEFFER & WIFE ANNE C. SCHAEFFER PROPOSE VAULT 2 \ " ' , ✓' / SEE DETAIL 7/23
Q 0 \ l 4367, P. 561 AVV AS ENI LY # C2) CITY TELECOM CONDUITS E ~ ~ II /
R �\ SEE VAULT SCHEDULE SHEET 23 WITH 1250# PULL TAPE
N / DSTA 48+00.00
TCE LOD
// N: 377033.7213 \� FORESTED l ` OPOSED' 30' PERMANENT f
n TCE LOD // TPF_ E: 2461960.0834 r I _. -- r UTILITY EASEMENT
c9. U' TCE L-0 t` 0 0 co � 1 C5' �✓ >�' �
��- 46+00 /// TPF r
o ~ - 47+00 CLEARING TCE LOD / n,F f ,� �` PROPOSED CLEARING PROPOSED 36 PC 250
- -c- - - - �. - LI MkTS_ TYP \ SCE LOD / mF LI M I TS, T-YP. �,
48 r / PROPOED 20t TEMPORARY
NOTES:
12.1 SOME OF THE PROJECT IS LOCATED WITHIN THE 100
YEAR FLOOD PLAIN. THE CONTRACTOR SHALL TAKE
PRECAUTIONS TO PROTECT THE WORK, EQUIPMENT,
AND WORKERS FROM FLOODING.
J
t
;0 c--- - - - - -c- - 00 } TCE LOD DI FORCE MAIN �," z
- - I / '' % CONSTRUCTION EASEMENT �� p
0a \ - -c-- - _-c-_---—_49+00
rr /rcE LOD TPF I I -� F
o Z + M ' — -- — — _C� E LL
5_+00 / , / /TPF — CE LO // TpF TCE LOD / TPF TCE LOD / / TPF TCE LO /TPF 00 Z
C), - . --�- - - -c-= -�51 +00 _ 1 �' f _ - _ _ +
LL C p _ _.._ _,.._ _ __.._ _ _ -cam - - - - ( , 20' to Z
\ _ _ _ r Cle-- - - - - - 52+00 - 3+0 54+0 - __ 55+00 - - 56LO v
-`-- r -
U)Z L--
,i'=C==---�C------C=----C------C------�
—C—� --
lj
0 ZZ
v it
<3:
m
`� - _` _ / W
C) e y aplrarl / FORESTED 1 \_ W
w/Nail El 19.34 — ✓ _.._ - I . a 24"Poplar - \ N
vi/Nail EI --5.36 f \
- .� /� PRO'PflSED 2100 LF OF
PROPOSED STONE SILT/TREE`AP-R•QTE.CT[ON- •F -ENC -E- -- --C-
9-
-C _ FILTER, TYP. y T �.
_..
WETLAND BOUNDARY, YP
o , r \ ' / Vp ( _ WETLANDS � N/F / \
t \ l MILTON T. SCHAEFFER & WIFE ANNE C. SCHA FER
\ ( \ FF
� �.�, IV
� �,,,, ^ � � \ "� ,� �, � � '! �._ ,.�. �._ _.__�. / � � \ "�` \ D.B. 4367, P. 561 �r j-� „ � _.__ r ,�
. .
. N .
.
Y. Q O . .
>0 15
15
0 � CO +17o .
M . Q 1. .
Ln a_, l — ==
. CIL V). U). .
o
. . . . . . . . . . . . . . . . . . . z 10
0 10 O
N � N
N .� ..�•-.�-. -- :�--- . EXISTING GRADE ALONG .c~n�
. . . . . . . . . . . . . . . . . . . PROPOSED FORCE MAIN 2' MIN. PROPOSED GRADE.ALONG ONG Ld +
° COVER PROPOSED FORCE M IN L
o PROPOSED 24" z
=1 I d=1 I =1 11= w
5 _ _ _ _= I I-1I1=1I1=1I 1111=1I I 11= 11-111 �, bPE CULVERT m U, 5
+ I i—I 11=1 11=1 I I I I 1=1 11=1 11=1 11=1 I I III— 1=1 11=1 11=1 I I III =___ _— —.--
.._ Ia=1 Ia—I I —I Id -1 I�I-1 Ia-1 I�-1 �I—I Ia=1 I�I=1 I�I=1 I 1=1 II—I Ia—I I�—I I I� -i-' `�'��•- ~� --�- --- ---�- --- ---- -�-- --� ~-~.- --- --~�---- -.-_ -_°,- ~..-- --- �M -~
`n .... ... toPE �� SLOPE ' Q-_ 1 IIS III -1 11=1 11
. . . . . . . . . . . . . . . .I�.IL�Lu� 1LIa ;IIL_ J�
5' MIN.
nCOVER, . . . . . . . . . . . . . .
Ln . . . . . . . . . . . TYP. 0
Q 0
-------------
. . . . . . . . .
J ELEV 1.56 . . . .
. . . . . . . . . . . . . . . . . . . . . .
o ELEV -0.43ELEV 2.12 . . . . . .
ELEV 1.56 ELEV -0.36
o .
z. . . . . . . . . . . . . . . . . . . . . .
a -5
Z -5
Q �. ELEV -1.92. �� �.. ELEV -2.79 � ELEV=-3.29
. . . . . . . . . . . . . . . . . . . . . . . . . PROPOSED 36 PC 250
N . . . . . . . RRO ILE . . . . . . . . . . . . .DI FORCE MAIN
. . . . . . . . . . . . . . . . .
.
1"=40' HOR. . . . .
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1" '5'
»=5' ERT. .
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . -10
-10
E
0 d00 d co o0 N O N CO 0) O LO rn rn cfl rn O O O N
.3
co (6 00 07 O 00
0 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
°
cn
s
V)
0
m
T No. REVISIONS DATE BY
m
a This document, together with the concepts and designs presented herein, as an instrument of service, is intended only
Q) I 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
d Associates, Inc.
KHA PROJECT
• 015567007
DATE
Im Horn 10-21-16
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
INC LICENSE #F-0102 WWW.KIMLEY-HORN.COM CHECKED BYNDR/JDK
WESTERN REGIONAL F
SEGMENT 1
PREPARED FOR
PUBLIC SERVICES DEPARTMENT
CITY OF JACKSONVILLE, NORTH CARO
ORCE MAIN ,
(4 %, PA
\\����0� pFESS pOl��9 ;��\\����•• � ESS p����9
SEAL
33186 - -
%�RYG• %SND R
LINASEAL:
PLAN AND PROFILE
STA 45+50 TO 56+00
GRAPHIC SCALE IN FEET
0 20 40 80
SHEET NUMBER
12
OF
29

a
3
0
0
00
0
0
0
Q
L,
C
a
c
Z
a
Z
Q
a
C
Q
C
a
U
a
C
L
c
NOTES:
PROPOSED 36"x36" RJ TRUE WYE PROPOSED 3g"x24" RJ REpUCER ., 4 10
STA 56+57.13 STA 56+60.F'6 l WETLAND BOUNDARY, TYP.
13.1 BETWEEN STA. 57+50 AND STA. 77+70 IS
GENERALLY INACCESSIBLE DUE TO STANDING WATER
1
N: 376952.6810 N: 376951.8107 /
AND/OR FLAT SWAMPY AREAS.
WORK OUTSIDE
E: 2461111.5243 E: 2461108, 829 / PROP, E SED 24" PLUG VALVE, 4 �
PROPOSED LIMITS OF DISTURBANCE
ABOVE GRADE IS
PROPOSED CITY THH-108 I SEE ItTAIL 6/23 4
PROHIBITED.
/
SEE DETAIL 7/23 STA • 6+64.20
Nt 3 X951.0604 41
JAMES R. PADRICK
D.B. 2837, PG. 422
�.
- ` 13.2 SOME OF THE PROJECT IS
LOCATED WITHIN THE 100
I Ef:L4�i1104.6414 �
YEAR FLOOD PLAIN. THE CONTRACTOR
SHALL TAKE
PROPOSED ANTI -SEEPAGE COLLAR � I { -�
`
�~
� PRECAUTIONS TO PROTECT THE WORK, EQUIPMENT,
STA 56+48.42 ' R01 QED 24" 45.' RJ BEND
�` `` AND WORKERS FROM FLOODING.
TSTA 6+71.27
�
�` � � �
� l�
i �� 6949.4398 �
�
4
PROPOSED 36" 45' RJ BEND j E� 216) 097.7586
r
�
n
IK
STA 56+39.72 jr /41
41
�
10
�OPOSED VAULT 3A `�
N: 376943.5216 0,J #
E: 2461126.3252 l ORCE\ AIN INSPECTION �
"
PROPOSED (2) 2 HDPE PROPOSED
{�
`�
4 1R la v
d
»
PROPOSED 36 PC 250 l SEE DETAIL 2/2-3
PROPOSED
�/
CITY TELECOM CONDUITS
4 4
WETLANDS
4 4 -
f�
DI FORCE MAIN RFM=6,25
f
WITH 2500# PULL
TAPE fi
41
� C
PROPOSED 350 LF OF i�l SUMP=-5.7�
l
4
STA 56+78.77._-�
SILT TREE PROTECTION 11
/ FENCE f N: 37695.3865
�,"�I
=k
1. PROPOSED (2) 24" PCS
10
z
/ E: 2461,091\3810 a 1
350 DI FORCE MAINS
4
F
C LOD // Lo /
PROPOSED STONE FILTER, TYP.
;�
�
INSTALLED IA HDD
��
4 �
PR
' �
PERMANENT
�
4 4
a
ked whitF / l
/ iI `. fO-CEEARl1 G BEYOND WETLANb
�
� 4 � � � UTILITY EASEMENT
�
� � ��
I� ``
OZ
F
/
-I- 4.3 BOUNDARY IS PERMITTED,,
3
- -- -
00 Z
CO 0
- - - - - - -
�7 08c 11. f 58+00 59+00
- - - - - - -
60+80 61+00
62+00 63 -00 64+`00
`<�-
65+00 15 , TYP. 6 +00 t \, 10 `, \�l
�
/ ff--c------c------c---- -c-----c-«----�c----
S�
4
-c------c------c------c----
ru
-c------c--= ---cam ----c------c------c------c-----,-
e
- - --c--- ���'3�--� car----c------c--
-20 , �P. IUl �.
0
LU
Z d.
WRFM r
F 13-2
4
i
� .-
U H
sy9In'
/ PROPOSED VAULT #3B
MAIN
19
41
4 10�C'
FLAT SWAMPY
AREA
15',x°
!c
TYP. l ,` /
i I 1 < I
~ w
�
FORCE INSPECTION -
? F SEE VAULT SCHEDULE SHEET 23
- _ - - - - -
1. <v
- - - - �- - - - -
�� BORDERING NEW RISER
- - - - - _ - - -
�.-;-, ;
. j , 1 l / / { 4
- - V)
w
T S
>` r ° _7° STA 56+78.77,
,�
.% 5�.1?+fiiTED ���ACESSIBL�.
� � /
A REX
� j
t � 1l
w
O _.. _
�A�,9ss
4
�< .� �
�
115,
4 F
N
/ // ,rr , 1 OFFSET 1`9.45 RT
14 14 .1
ti x f N: -376970.3934
3� / / � 30 E: 2461191.9055
{�
41
A
P,.RBP0S D-\ 4" PLUG bALVE
Ad
^•SEE `OE,TAIL�6/r� PROPOSED 24" 45' RJ BEND
_
l= <n46
Oiji s STA. 56+624.20 10 4 STA' 56+71.27
4
It
s OFFSET 7.07 RT OFFSET 1,4.14 RT el 4L
-19
N: 316959.5639 N: 376966.4467
>.E: 2461109.9037 E: 2461108.2831
PROPOSED6"x24" REDUCER
GRAPHIC SCALE IN FEET
STA 56+60.66
0
20 40 80
- -OFFSET 3.54 RT
N: 376956.1<224
E: 2461110.7140
. . . . . . . . . . . . . . . . . . . . . . . . . .
FORCEMAIN . . . . APPROXIMATE . . . . . . . . . . . . .
. . . . . . . . . . . . . . . . .
. . . . . . . . . . . . . . . . .
. . . . . . . . . . .
. . . . . . . . . . . . . . . . . . . . .
. . . . .
. . . . . .
. . . . . . . . . . . . . . . . . . .
. .
HDD ENTRY WETLAND BOUNDARY . .
. . . . . . . . . . . . . . . . .
. . . . . . . . . . . . . . . . . . . . .
. . . . .
. . . . . .
. . . . . . . . . . . . . . . . . . .
. .
;POINT NO DISTU BANCE . . . . . . . . . .
. . . . . . . . . . . . . . . . .
. . . . . . . . . . . . . . . . . . . . .
. . . . .
. . . . . .
. . . . . . . . . . . . .
5
> 5 ALLOWED
. . .
. . . .
. . . .
. . . .
. .
. .
. . . .
. . . .
. . . .
. . .
.
EXISTING
ADE ALONG
.\
PROPOSED
FORCE MAIN.
. . . .
. .
. .
\ .
ELEV=\-3.48.
. . . .
. .
. .
. . . .
. . . .
. . . .
. .
PROPOSED
24• RJ 11.25
. . .
.
. . . .
. . . .
. . . .
. . . .
. . . .
. . .
. ELEV=-3.29.
VERTICAL
END
. . . .
. . . .
. . . .
.
. . .
. . .
.
. . .
STA ' 56+8
.27
. . . .
. . . .
. .
. .
. . . .
. . . .
. . . .
. . .
.
. . . .
. . .
. . . .
. . .
. .
. .
. . . .
. . . .
. . . .
. . .
.
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
.
. . .
. . .
.
. .
\..
-5
j-5
.
d
. . . .
. . . .
. . . .
.
. .
. . . .
. . . .
. . . .
. . .
.
. . . .
. . . .
. . ..
.
>
.
m
M .
.
.
off.
. . . .
. . . .
. .
. .
. . . .
. . . .
. . . .
. . .
.
. . . .
. . . .
. . . .
. .
-10
-10
JQ
. .
. . . .
. . . .
. . . .
. . . .
. . .
a.
r�.
. . . .
. .
. .
. . . .
. . . .
. . . .
. . .
. . .
.
.
. .
. . . .
. . . .
. . . .
. . . .
. . .
. .
. . .
. . . .
. .
. .
. .
��.
. . . .
. . . .
. .
. .
. . . .
. . . .
. . . .
. . .
.
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
.
. . .
. . .
.
. . . .
. . .
. . .
. . . .
. .
-15
Q
10 MIN..
-15
o
EL
-1.8.45
. . . .
. . . .
. . .
.
. . . .
. . . .
ROPOSED (2)
" HDPE CIT`(
. . .
.
. . . .
.
. . .
. .
olc+fl
TELECOM CONDUITS*
ao
.
MINIMUM .
. .
. .
. . .
WITH 2500# PUL
TAPE
N
. . . .
. . .
RADIUS=2400
-20
-20
PROPOSED
24"� 45' RJ 8
NI)
. . . .
. . .
STA 56
71.27
. .
J
J
PROPOSED
24" PLUG VALE
. . .
-25
STA, 56+6
.20 . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. .
. .
. . . .
. . .
PROPOSED
xREDJCER
.
. . . .
. .
. .
. . . .
. . . .
. . . .
. . . .
. . .
.
. . . .
.
. . .
. . .
.
. . .
ESTA 56+60
66
. . . .
. . .
10' MIN.:
.PROPOSED
"x-36" RJ TRUE
WYE
J
. .
.STA 56+57.3
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. .
.
ROPO.SED (2)
4" . PC. 350.
. . .
.
. . . .
.
. . .
. . .
.
. . . .
. . .
. .
ELEV=-33.00
-30
ANTG-SEEP-AG
COLLAR
I FORCE MAIN
-30
SEE . DETAIL 1
/22 .
P R 0 P 0 SED 36
.
4 5 RJ BEND.
PR OFILE
.......................................................................................................................................
:.-'.'.'.'.'.:.'.':.'.'..'.'.':.':'.'::::.::::.'
::::::.:::::::::.'::::::..::::.:-'::::::::.:::::.:
-:::. _
.:::::::':..::':'::':'::':':::'::::.:.:.::::.:.::.-:.::.:.:.:..::.:.:.:..::'::::::':':'::'
':'::'::'-:':'::'::::':':'::':'::'::'::::':':':':'
':::::::'::':::'::'::'::::::': '::'::
':::':-:'::'::': '::'::'::'::':::':':'::'::"::'::'::':::::::':::::'::'::'::
'::'::':
'::':':':'..:.:.:..:.:.:.:.:.:.:'::':':'::':'::'::'
':':'::':::'::':':':':':':'::.:'::':':'..':'::.:.:..:.:.:.:.:.-:.:.:..........
•::::::::::::::'::'::'.':':':':':.'.'.'.'.'.'..'.'.'.'.'.'.'.'.'.'..'.'
'.'.'.'..'.'.'.'.'.'..'.'.'..'.'.'.'.'.'..'.'.'.'.'...'....'...'.....
_:.'::.':.'.'.':.'.'.'.'.'.'.'.'.'
':.':.'.':::::.:.':.'.'.':.'.'.::'::.':.
J
STA 56+39 7 2
» >
-
1 -40 HOR.
...........................................................................................................................
:...'.........'....':.'......'.':.'.::.':.':.,'.'::.'.'-.'.'.':.':.':.'.'.'.".':.'.
......:.'.'.'.'.'.'.'.'.'.':.'.'.'.'.'.':.'.'.'.'':::.'.':.'.'.'.'.'::.'.'.'.'.'.':
'.'.'..'.'...'.'.'.'.'...'.'.'.'..'..'.'.'.".'..'.'.':.'.'.'.'.'...'.'.'.'.'-::.'.'.'..'.'.'.'.'.
.'.'.'.'.'.': .'.'.':
': .':.'.'::.'.'.':::::......:::::.:'.':.
'..'.'.'.':.'.'.'.'.'...'..'....'...'...'.'.'..'.
':. ::::.'::.':::::::.::'.'::::.
'.'.'...':.'..'..'..':.'.':.'..':.'.'.........:.....,.':.'::..':.'::.'
..
'.'. .'.'.:'. :': '.
.'::.'.'..':::::
'.'.'.'.'.'...'..:.'.'.'.'.'.':.'.'.'.'.'.':.'.'.''.'.'.':.'.'::.'.'.'.'.':.'.'.'.'.'.'..'.'.'..'.'.'..'.''.'.'.
':.':......'.'.'.'.•.':...'.'.'-.':.'.'.'.•.'.':...............'.'.-.':.'.'.'.'-.':,..............:.:..:.'.':.'..':.'.'.':.'.'.'.'.':.'.'.'.'.'.
'.'..'.'.'............'.'.'.......
...'.'...'.'.'.'.'..'.'.'.'.'.'..'.'.'.'.'.'.'.'.'.'..'.".'.'.'..'.'.'.'.'.':.'.'.'...'.'.'.'.'..'.'.'.'.'.'..'.".'.'.'.'.....'.'.'...'...'.'..'.'..'.'.'.'.'.'.'.'.":.'.'.'.'.'.':::.:'.'.':
".':..........'.'.'.'.':-.'.'.'.'.':.'.'.':.'.".'.'.....'.'.'.':.-.'.':.'.'.'-.'.':.'::.'.'.':..........:::.'.'.,'.':.'.':
-.'.':.'.'.•.'.'.'.'.'.":.'.'.'.':.''.•.'.':.'......'.'.'.'.•:.'.'.'.'.
.'.'.': .'.'.'.'.'.':
. . P
�,
OPOSED .36. P
250.
. . . .
» ,
-
1 -5 VERT.
. . . .
. . . .
. .
. .
. . . .
ELEV
- 35
-31.52
. . . .
. . . .
�. ELEV
- 32.35
. . . .
. . . .
_
ELEV--
. . . .
2.58
. . . .
. . . .
_-
ELEV- 3
.......... .
.
.81
y
-35
D
FORCE MAIN
n
�
O
LO
O
0
M
O
I�
O
�
O
O
M
0
M
O
M
O
d
O
d
O
O
d'
O
d
0
to
O
d
O
17
O
o
O
O
�
M
O
N
O
O
y
4
4
0
56+00 56+50 57+00 57+50 58+00 58+50 59+00
59+50 60+00 60+50 61+00
61+50 62+00 62+50 63+00 63+50
64+00 64+50
65+00
65+50 66+00 66+50 67+00 67+50
68+00
n
.
Kim >>> HornDATE
KHA PROJECT
018867007
WESTERN
REGIONAL FORCE MAIN
SEGMENT 1
I\1111111//,
CARo ��%%
;`��0W�. FESS/0.�/�9,��
.Q�
_ SQL _
\VIII„i,,,,,���
.������ CARo
��`�����•'OFESS/0.�/�9.�.
_ =
PLAN AND PROFILE
SHEET NUMBER
13
n
- 1-16
10 2
C:
SCALE 1 = 40'
©2016 KIMLEY-HORN AND ASSOCIATES, INC.
SUITE 1500,
300 WEST MORGAN STREET, DURHAM. NC 27701
PREPARED FOR
PUBLIC SERVICES DEPARTMENT
_�'; 33186 ' �,�
�,��.FN�.��,,
_=
- -
�;o�'FNGINE..�'• �
STA 56+00 TO 68+00
OF
D
DESIGNED BY NDR
No.
REVISIONS
DATE
BY
PHONE: [phone]
NC LICENSE F-0102
#
FAX: [phone]
WWW.KIMLEY-HORN.COM
CITY
OF JACKSONVILLE NORTH CAROLINA
�'9RY G
SEAL://IIIII11111/lllllllll/U
29
DRAWN BY JGB
a This document, together with the concepts and designs presented herein, as an instrument of service, is intended only
01 for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without
by Kimley-Horn Associates, Inc. shall be without liability to Kimley-Horn and
written authorization and adaptation and
O
CHECKED BYNDR�JDK
7
,�i�
Associates, Inc.
i

a`
3
a
Cr
C
C
C
a
L
a
v
a
I
C
C
r
QC
LC
LC
C
i
u
a
11
C
QC
C
11"
L
Q
S
E
C
p p / NOTES:
14 41.1
t !
2 12 DDC R` �' / s
,R�PO�E6
.4 PROPOSED FWTURE 200 /,
A _
r 14.1 BETWEEN STA. 57+50 AND STA. 77+70 IS
ORTHWEST COR IDPR/ j jj /j! B 42
¢$ RIGHT-OF-WAY T1lPj.! j rJ
�'' r GENERALLY INACCESSIBLE DUE TO
STANDING WATER AND/OR FLAT SWAMPY
! j j j 2
PROPOSED VAULT 4 ! !! I j 4186 /f
# ! J f j eROfjdS 2f 1
�! f !
HROPQSED 36"x24" AREAS.
/RJ RUE WYE
10
10 4
4 4.0
W .1 FORCE MAIN INSPECTI / / 1 � / f �f'LU'Ct ��rLVE�
SEE VAULT SCHEDULE SHEET 3l / ! I ��E % �fAl '�6 31 j
,0 RIM= .27 f ! ! f f ! ! ! /' 17�
ONSLOW COUNTY _ ! 1 f j 7
X22 SUMP= '� !1 ! �7 1,00 6`3
ST7 72.01 14.2 SOME OF THE PROJECT IS LOCATED WITHIN
3 8113.8385 THE 100 YEAR FLOOD PLAIN. THE
24159235.1756 CONTRACTOR SHALL TAKE PRECAUTIONS
,� � �`
41 4 as
,� �
� � �
D.E. 1365, PG. � � . / ! f !
SEE DETAIL / 3 j 1 !: 46 G29
M. B. 68, PG. 165 ! fI
21g,
TAX MAP 33b, PARCEL 12 � 14 � � STA 78+ 0 l ! ! »
f ! !
TO PROTECT THE WORK, EQUIPMENT,
AND WORKERS FROM FLOODING.
p
0 �
� / PkP'OD 4 {
FLOODWAY BOUNDARY ,� N: 37,809 6.1 7f ! ! f ! / 1
E• 2459244.7 J/// r !:" f - BN D 1
PROPOS D 36" PC 250
1
4 -0
;
,0 J ( 1 f SJf +57.92
�. � � PROPOSED 50 TE 4�� �! i � � � /N� 37 1 0.1140 �
DI FORC MAIN
� PROPOSED `C TY THH-1 9
4 1 -04
�
�. � � 1 8.3502 1
41
4 4
,� �
� � CONSTRUCTION E S M`E ( J245T12
� � t t \
`SBE DETAIL 7/23 �
,�
4
4 Al 40
� ,� � 1
.0 � �� {F } � �'
� ( � � `\ \\
(I 1
"
(2)-l-1/2" HDPE�O�OSED
4
11 14
41� � 4 � �
4 41
411
4 1 I�
� 4 PROPOSED 2100 SYO OF CURLED 1 1
4 4 44 4 WOOD MAT TEMPORARY DINING i � , � � � 1 � 1 { � ( \ \
�
` CITY .ECOM CONDUITS,
4 4 t
4 4
� l
4 ' t t i 1 l t 1 ` ` , \ \
t
411TH 1250 PULL TAPE
CA
PROPQSED 50' PERMANENT,,
PROPOSED STONE �� \ \� \
If
'l
i
M
UTILITY EASEMENT
4 PROPOSED (2) 24
4 4 0 FILTER, TYP. t
l �0
` �/ Z
_
M>11
4
PC X50 DI FORCE MAINS
INSTALLED VIA PDD
„ j'ROPOSED ,�28 SEWERAGE �� �� \ �L \ ��� �\ '
4 4 � FORCE MAIN EASEMENT \� �� \ 1` ``� \
\ l \
\ \ F
'� ` =
o
n
_
{ i
-- - - - - - - - 1
I�' �I t 1
( \ \ \\ \O ,
14. o 1 t \ \ \ \
`\ t�,� ` \\ \\\� \\\\ \
PRRbSE4�NTJ-SEEP GE
OZ
�\ - '�'�z
Z'
.,i Z 00
69+00 � 4.
X69+00 5 , TYP. 70+00 71+00
1 WR
Q �' I"'117 r 73+00- 4 -
� 4
� '74+00 - - - 78+00� � - � 7 7� 76+00� - - � 77+00 t � l7 + � \ �
,S?.L'%11�
+8� .OQ
� ., -t t � � v
A� -- -c---
�.-- -c-- 2�� T -c- -cam --c-----c ---
---C --= -- -'� -- -- ---
� � I " s
- t ` ` \ s- \ ;� \ .
-40
-.7j V. �,-�Y-r __:Z -8U �o
- _ww
nD
O�
�t t f
sd 4 `\
4.--- t�-�-� �__
z t�
\ \ Z
\ �.
Z 00
Z04
� 4
-
j
� "� � 1
- _ \ in
, \ � ... � \ U�
�
� O -
y
- - - - - - - - - - - - - -
al
4
til
4 � � � � PROPOSED CLEARING t �
4 4 � 4 � �
LIMITS, TYPE f t � i 1 -
20 \ \ \ 1-1 � w
- �� \ � � �� � Q=
�
Z
�T
`�/1
4 4�
4 PROPOSED 28' ';
4
( /R\01?
_
`� \ \ �.,Cn
� 20 �EMRORAR`Y ` w
"
PROPOSED (2) 2 HDPE
CITY TELECOM CONDUITS
SEWERAGE FORCE
* OS;ED VAU1. Ft E � w
4 4 4 4 MAIC! EASEMENT l F R 14�4AI I/ I SPE 1�4116
� GONSTRUCTI04� EASzM�E-NT cn
WITH 2500# PULL TAPE
SEE IVAU0 EDI LE SHE T, 3
PR-OP6��D "X�4' REDUCER
\ RML .47, �S 4 7 .0b
4 `' � 4 � STAB 78+50i4�2 FF�RT�19.41� RTS.
S 78 .4�
- � OFFS , 5.W FTS
.�
'0
4 ,� 4 ONSL*JW COUNTY t t 311 X42 " �'""
N:' X781 4.65199�1D.B.
COMPANY
D.B. 197, PG. 371
�---
1365, PGS, 322�5�5.25L3E:
%�l
TAX MAP 1
24:59238.6004 -,.WEYERHAEUSER
M.B. 68, PG. 11
�
�30,PPARCEL 42165 PROP©SEDC 4 45' J B1=N� "�
WETLANDS t t
14FSTA 78+7�92,L �} �2Q.0T
PROPb D 24 -,PLUG VALVE
- SEE._-DETAH 6`/ 3
_
\ \ 117.1 Og
10 4 Al� 4 4 � � � 1 �� -
�:\� 4�8�,87�k7
-
F
_
STA 7�+,64.JFK, � -
,,.. _- OFFSET 10bQ RT --...�_._ ._"
- SCALE IN FEET
PR �.,� -
N: 3781~15_479`fi -� - __._ _. 1111 � �. -
_0
4 4 4 SILT/TREE PRO ��4�t�\tF,NCI:- --�-
OGRA2HOIC
E: 2459242:0252-- - -" - 4 0
.0 14
4 4
.
. . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. .
. .
. . . .
. . . .
. . . .
. . . .
. . . .
. . .APP
OXLMATE
. . . .
. . .
.
. . . .
. . . .
. . . .
BOUNDARY
.
. . .
. . . .
. . . .
. . . .
EXISTING
ADE ALONG.
. . . .
. . . .
. . . .
. . . .
. .
. .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
-WETLAND
NO
. . . .
. . .
.
. . . .
. . . .
. . . .
ISTURBANCE
.
. . .
. . . .
. . . .
. . . .
PROPOSED
FORCE MAIN.
. . . .
. . . .
. . . .
. . . .
. .
. .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . .
ALLOWED
.
. . .
. . .
.
. . . .
. . . .
. . . .
0
-
-
. - -
�..., - - -,...
- a...... - -
�
� � �,
-.-
- -: - :-
..�...�..._...�,�..-
- ,-:. - - -
- - -
- - w � �
� � �
:-...- �..,. . -
.. . - � �"0
30 .
30
.
.
V .
.
.
.
. . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. .
. .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . .
.
. . . .
. . . .A..�
.
. . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
f.
. . . .
. .
. .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . .
PROPOSED
24" 11.25'
EDD. . .
X .
. . . .
!� `� .
1
RJ VER
ICAL BEND
POINT
-a 0
j.
-10
20 * STA
78+42.92
20
i
�`/.
10.2'
�.
.
. . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. .
. .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . .
-15
-15
.
15
IkAlKl E
EV=12.85
15
r"
PROPOSED (2)
2" HDPE CITY
j
COVER,
T
P.
TELECOM` COND
ITS . . .
i
10 MIN.
r
.
. . .
. . . .
. . . .
. . . .
. . .
WITH 2500# P
L -T PE
L A
. . . .
. .
. . . .
. .
. .
. . . .
. . . .
. . . .
. . . .
. .
. . . .
. . . .
- 20
::::
. -
20
.
10
.........................................
.............................................
10
.
�.
.
MINIMUM BEND
��'
/
PROPOSE
-DI FORCE
3.6„ *PC*
MAIN
-25
RADIUS=2400'
_25
�5.
:..
Z
ANTI-SEEPAG
STA
COLLAR`
5
.
. . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. .
. . . .
. . . .
. .
. .
. .
. .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . .
. .
ELEV
. . . .
-23.66
. . . .
. . . .
j .
<
SEE. DETAIL 1
/22 . . .
10° MIN.
P
OP•OSED 36'X316"
RJ TRUE WYE
ELEV
-33.00
PROPOSED (2)
24" PC 350.
. . . .
. . . .
. . . .
. . . .
0
J
Q
STA
N .
PROPOSED
78+72:01 .
"
36 x2
" RJ REDUCER
p
-30
DI FORCE MAIN
-30
.
. . .
. . . .
. . . .
. . .
Z
. . . .
. . . .
. .
. .
. . . .
. . . .
......................
......................
. . . .
. . . .
. . . .
. . . .
.......
. .
.
U
a+o PROPOSED
24" P
UG VALVE
.....................................................................................................................................................................................................................
..............................
:.....:.................:......:.....:.................:.....
...............................
..............................
...............................
-
...............................
. . . .
.............................:.
. . . .
...............................
...............................
. . . .
...............................
. . . .
...............................
. .
. .
. . .
:.'.':.'.':.'
.....................
'.'.':.'.':.'.'.'.'.'.;'.':.'.'.';'::.':.'.,.':.'.'.'.
::..::::...:..:....:.......:..
.'::.'.'.'.'.'.':::.'.'.'.':.........
...................
'.':.'.'.':.'.'.:'.'.': ' '
. . . .
. . . .
. . . .
. . . .
. . .
':...
......
...... .
.
S
A 78+64.96
.....:......:.....:......•............:......:.....:......•............:......:.....:...................:......:.....
....................................................................................................................................................................................................................................................................................................................................................................................
.............................................................................................................................
;......,............:......:.....:...............................:...................
:::. _ .'::
;......:.............•..................
'..'.'.'.':..'.':.:::. _ ..'.'::::::::::.
:::::::::::::...................
..... ; .......................:.....
..................................................................................................................................................................
; ......-......
. ':.:. _::.:::::.:::::.::::.:::::::.':.::::.'.:::::::::::.'.'.'.'.':.'.':.'.'.'.'.'.':.'.'.'::.':.'.'.'.'.':::..'.'.'.':'.':.'.'.'.'..'.'.'.'.'.':.'.'.':..
..... ;......:.....:.............
.':.'.'.';......,......:......-......
..... ; ......; .....:......-......
.
......
O
Q
w ROPQSED
24" 45*
RJ. BEND.
-35
..........:........
-35
::: 5
ST
78+57.92
-5
.
. . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . .
. . . .
. . .
ELEV
10:94. . .
. . . .
ELEV
-33.27.
ELEV
-33.49
�. ELEV
-33.62 . .
PROFILE
1"=40' HOR.
. . .
. . . .
. . .
ELEV
3.20 .
1 "=5' VERT.
-40
.
. . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. .
. .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
-40
. . . .
-10
. . .
.
. . . .
. . . .
. . . .
-10
M
M
d
d
d
d
d
d
O
00
d
d
c0
c0
c0
to
O
N
00
ON
0
O
O
O
0
0
O
O
0
6
O
O
O
O
C3
6
(3
O
N
.-
N
N
68+00
68+50 69+00 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
.
Kim >>>
o r nDATE
KHA PROJECT
018867007
WESTERN REGIONAL FORCE MAIN
SEGMENT 1
,Illllll/// ,,,I►III////
,��� CARS /�,,��� CARS%,,/
_ :��sEn� = =
PLAN
AND PROFILE14
SHEET NUMBER
10-21-16
© 2016 KIMLEY-HORN AND ASSOCIATES, INC.
MORGAN STREET, SUITE 1500, DURHAM. NC 27701
PREPARED FOR
=: 33186 :J =
,9 �'F: �� �� �'F
STA 68+00 TO 80+00
OF
SCALE 1" - 4p'
DESIGNED BY NDR
No.
REVISIONS
DATE
BY
300 WEST
PHONE: [phone] FAX: [phone]
NC LICENSE F-0102 WWW.KIMLEY-HORN.COM
#
PUBLIC SERVICES DEPARTMENT
CITY OF JACKSONVILLE, NORTH CAROLINA
-�:
'�//��q�•�����• Q����� ''//�qN• �•�RP.�����\
'�///IIIIIIIIt���\ /////llllllllt��\\ l
Y G� \\ ''� /6
29
This document, together with the concepts and designs presented herein, as an instrument of service, is intended only
for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without
written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and
DRAWN BY JGB
CHECKED BYNDR/JDK
Associates, Inc.
SEAL:'/

3
-_=_79�� ��r i 1, j f '' \ L
z- ~" \ \ \ ~ 1 l / / ✓ P ..._...-. ........ ..._ — ._w..._._ - `~ � ONSLOW COUNTY
\ \ \ \ / / r ' \ D.B. 1365, PG. 322 PROPOSED CITY / !
Q � \ \ ' 1 " w 1 \
M.B. 68, PG. 165 ~\
Q \ \ \ \ 1 // ' r PROPOSED 50 TEMPORARY Ax MAP 330, PARCEL 12 THH-110 �� � PROP
i \ PROPOSE 1) 1-�1/2'� DQE 1 I 1 / �' % CONSTRUCTION EASEMENT SEE DETAIL 7/23 �� ....;PROPOSED FUTURE f \ 1
n �` 1E 1 / ` I \ NO RIG WEST CORRIDpR
t COUNTY TEL COM CON 11�T
J WITH 1250PULL\STA PROPOSED COUNTY HT OF- / l
I \ THH-110A WAY j
SEE DETAIL 7/23
PROPOSED (2) 1-1 L HD E\ `' 1 / i f ✓' o w._.. _ E o / c L
T e
t CITY TELECOM CONOUISti �\ / / T L ° / ( \
Y, / WITH 1250# PULL 'fAPE
\ \ \ \ 78 CLAPtINp _ IFIRE PROPOSED 28' SEWERAGE 1 e o°
o ° / \ \ Li4TS; TYP ( BREAD FORCE MAIN EASEMENT
1 / _ _ 85+00 _ _ 86 _00_ _87+00
84+0-0./ _ - _ - _ _C=c _ _ _ = t, c_- _ _ (_ =c --C = _ _ _ =4 1{R. Vic-- _ _ _ _ =c --c 88+00 �/
_ _ _
\ 0 +'t \ 14' TYP. =-c = _ _ _ 89+00 f T D
_—
i PROPOSED 36 11.25' RJ BEND - _ -�- \ \ - -
r STA 80+29.45 _ \90+p0Q 11 2+10 � 26,
N: 378181.9093 WRFM -
W .
__.
E: 2459098.8895 B -s
.21
8- �� l l FIRE 9� " 2
AABREAK - CP
X00 p
�y'�y'a -..� � ,��, .._ � t '�� \ \ � 1 t '� t � .,..- '_`' `~�-�2360 ._.- -~ 1. � `•. -.,, ��_ ._... _.-- -- --~" "p Q
Cn
,1� _ _ l _ \ r PROPOSED 2400 LF OF
3 Oody s 2 �, \ l �\ . ! 1 \
EXISTING LOGGING 1 � � "I-- PROTEC nON FENCE Q v
ROPOSED 36" PC 2-50 \ I ` TRAIL
C00 FIRE/ BREAM - t 1
a \ - \ DI FORCE -MAIN
�O BEGIN COU TY TELE,CbN r \ \ I \ \ \ \\ -
Y- i ,- ONSLOW COUNTY /
PROPOSE COU,NTYi/%/or,� ! { \\ \ �\ ` D.B. 1365, PG. 322
\ A CP THH-10 A / 1 1j // - M l �a M.B. 68, PG. 165
\ 2361 ` / t t TAX MAP 330, PARCEL 12 /
\ \ \ # SEE DETAIL y/213/ I/// 1 �'� I \ \ \ ! �. �.
\ \ P POSED 36" 45'J BEND / ��1/111 1 ` -
���� STA8Q+09.67 1 I/ 111,/j% �����5 7 1 \\ \ �,\ ,�
\ \ \
\N: 3781-86.46-22-l-,
781`86.�46-2� � � \ \ \ � � � [f �
\ \ \ \ E:\ \ \ \ \ 2459118.2261 l I i
_ ~' � \ GRAPHIC SCALE IN 11EET
\ \
0 20 40 80PRO SED STONE--
/ \FLTER, TYP. - %/�///
►4
2
0
0
N
N
9
O
U
0
0
0
N
0
F_-
0
0
0
00
Q
U)
Ld
_J
LL
0
o-
0
z
Q
z
Q
J
�n
0
T
6
J
C
Q)
E
M
C
0
0
U
i
O
30
30
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. .EXISTING
GRADE ALONG
. . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
PROPOS
FORCE MAIN
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . .
/
-._ �_
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. ..
. . . .
. . .
- .
J
. . . .
. . . .
. . . .
. . . .
. .
. . .
25
,
��
_
-
25
IN
a
20
F- 0)
SLOPE UP
20
w
Of00
O
. . . .
. . . .
. . . .
. . . .
.5' -MIN.
. . . .
. . . .
. . . .
. . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
COVER,
Z�
w
V)
. . . .
. . . .
. . . .
. . . .
TYP.
. . . .
. . . .
. . .
ELEV
12.85
. . .
SLOPE UP,
. . . .
. . . .
. . . .
15
ELEV
18.38.
ELEV
18.64
15
ELEV
17.45
' ELEV
17.96
. . . .
. . .
. . . .
. . . .
. . . .
. . .
. . . .
PROPOSED
36" PC 250
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . .
. . . .
QI FORCE
MAIN
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
ELEV
15.92
10
. . . .
. . . .
. . . .
ELEV
13.97. . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
10
PR
POSED 36" 11.2
' RJ BEND
. . . STA
80+29.45 .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . PROILE
. . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
PROPOSE
36" 45' RJ BEND
1=40
HOR.
STA80+
9.67.
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . 1 5'
VERT..
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
5
.
.
5
O
O
O
O
d
M
c0
O
N
O
N
0)
'q-
0)
c0
It
N
c0
rn
O
O
O
Ld
Ui
to
to
L6
L6
N
N
c0
c0
c0
t`
r_�
N
r_�
c0
co
Ui
Ld
A
6
6
Ld
co
c6
(6
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
L�
80+00 80+50 81+00 81+50 82+00
U)
0
0
m
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
Associates, Inc.
82+50 83+00 83+50 84+00 84+50
KHA PROJECT
015567007
DATE
i e )))Hor 10-21-16
" =
© 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 BYNDR/JDK
85+00 85+50 86+00 86+50
WESTERN REGIONAL F
SEGMENT 1
PREPARED FOR
87+00 87+50 88+00 88+50 89+00 89+50 90+00 90+50
ORCE MAIN
PUBLIC SERVICES DEPARTMENT
CITY OF JACKSONVILLE, NORTH CARO
oEssio��!!�y oho ......... �''
SEAL
33186 C/) 0
oFNG
LINASEAL:►II1111lill'�fi11111t ,Q/ZT/l6
91+00 91+50 92+00
PLAN AND PROFILE
STA 80+00 TO 92+00
SHEET NUMBER
15
OF
29