20190370 Ver 1_NCDOT MAPS_20190903

i i i);)lwE1y North Carolina Department of Transportation
bturmwatcr;
- ,1....,,,,, Highway Stormwater Program sj
STORMWATER MANAGEMENT PLAN
(version 2.08; Released April 2018) FOR NCDOT PROJECTS
WBS Element: 40255.1.1 TIP No.: U-4906 Coun (ies): Onslow Page 1 of 3
General Project Information
WBS Element:
40255.1.1 ITIP Number: U-4906 Project Type:
Date: 4/10/2019
NCDOT Contact:
Mason Herndon
Contractor I Desi ner:
HNTB North Carolina, P.C. / Matthew D. Foster, PE
Address:
5501 Barbados Blvd.
Castle Hayne, NC 28429
Address:
343 E. Six Forks Road
Suite 200
Raleigh, NC 27609
Phone:
910 341-2036
Phone:
919 928-6229
Email:
tmherndon ncdot. ov
Email:
[e-mail]
City/Town:
Jacksonville
Coun ies :
Onslow
River Basin s :
White Oak
ICAMA County?
Yes
Wetlands within Project Limits?
Yes
Project Descri tion
Project Length lin. miles or feet):
6.61 surroundingLand Use: Rural
Proposed Project
Existing Site
Project Built -Upon Area ac.
23.1 ac.
22.1 ac.
Typical Cross Section Description:
4 -12' asphalt paved lanes, 2' paved shoulders, and grass shoulders sloped at 3:1 or
flatter
2 - 1 T asphalt paved lanes
Annual Avg Daily Traffic (vehlhr/day):
Design/Future: 41,000 Year: 2040
Existing: 23,000 Year: 2019
General Project Narrative:
(Description of Minimization of Water
Quality Impacts)
State project UA906 involves widening SR 1308 (Gum Branch Road) from the west of Mills Fields Road (SR 1313) to East of Ramsey Road (SR 1324), adding 2 foot paved
shoulders to each side of Gum Branch Road, and improving intersections at Cow Horn Road, Quaker Bridge Road, Mendover Drive, and Ramsey Road. There are three
existing crossings at Unnamed Tributaries to the New River. Wetlands present within the project area.
Waterbody Information
Surface Water Body 1 : Bachelors Delight
Swamp INCDWR
Stream Index No.:
19-5
NCDWR Surface Water Classification for Water Body
Primary Classification:
Class C
Supplemental Classification:
Nutrient Sensitive Waters NSW
Other Stream Classification:
Impairments:
Aquatic TSE Species?
Comments:
NRTR Stream ID:
Buffer Rules in Effect:
Project Includes Bridge Spanning Water Body?
Deck Drains Discharge Over Buffer?
Dissipater Pads Provided In Buffer?
Deck Drains Discharge Over Water Body?
(If yes, provide justification in the General Project Narrative)
(If yes, describe in the General Project Narrative; if no, justify in the
General Project Narrative)
(If yes, provide justification in the General Project Narrative)
7/30/19
RECEIVED
AUG 12 2019
DCM-MHD CITY

► ❑g►,",i,y North Carolina Department of Transportation
slot lt]xvaf 'r
,.,,..,,. Highway Stormwater Program
STORMWATER MANAGEMENT PLAN
(Version 2.08; Released April 2018) FOR NCDOT PROJECTS
WBS Element: 40255.1.1 TIP No.: U-4906 Coun ies : Onslow Page 2 of 3
Additional Waterbody Information
Surface Water Body 2 : UT to Half Moon Creek
NCDWR Stream Index No.:
19-6
NCDWR Surface Water Classification for Water Body
Primary Classification:
Class C
Supplemental Classification:
Nutrient Sensitive Waters NSW
Other Stream Classification:
Impairments:
Aquatic T&E Species?
Comments:
NRTR Stream ID:
Buffer Rules In Effect:
Project Includes Bridge Spanning Water Body?
Deck Drains Discharge Over Buffer?
Dissi ator Pads Provided in Buffer?
Deck Drains Discharge Over Water Sod ?
(If yes, provide justification in the General Project Narrative)
(If yes, describe in the General Project Narrative, if no, justify in the
General Project Narrative)
(If yes, provide justification in the General Project Narrative)
Surface Water Body 3 : 1 UT to New River
NCDWR Stream Index No.:
19-1
NCDWR Surface Water Classification for Water Body
Primary Classification:
Class C
Supplemental Classification:
Nutrient Sensitive Waters NSW
Other Stream Classification:
Impairments:
Aquatic T&E Species?
Comments:
NRTR Stream ID:
Buffer Rules in Effect:
Project Includes Bridge Spanning Water Body?
Deck Drains Discharge Over Buffer?
Dissi ator Pads Provided in Buffer?
Deck Drains Discharge Over Water Body?.
(tf yes, provide justification in the General Project Narrative)
(If yes, describe in the General Project Narrative; if no, justify in the
General Project Narrative)
(If yes, provide justification in the General Project Narrative)
Surface Water Body 4 : 1 Cowhorn Swamp
NCDWR Stream Index No.:
19-4
NCDWR Surface Water Classification for Water Body
Primary Classification:
Class C
Supplemental Classification:
Nutrient Sensitive Waters NSW
Other Stream Classification:
Impairments:
Aquatic T&E Species?
Comments:
NRTR Stream ID:
Buffer Rules in Effect:
Project Includes Bridge Spanning Water Body?
Deck Drains Discharge Over Buffer?
Dissi ator Pads Provided in Buffer?
Deck Drains Discharge Over Water Body?
(If yes, provide justification in the General Project Narrative)
(If yes, describe in the General Project Narrative; if no, justify in the
General Project Narrative)
(If yes, provide justification in the General Project Narrative)
7/30119
RECEIVED
AUG 12 2019
DCM-MHD CITY

Highway North Carolina Department of Transportation
Highway Stormwater Program
STORMWATER MANAGEMENT PLAN a
(Version 2.08; Released April 2018) FOR NCDOT PROJECTS
WBS Element: TIP No.: 40255.1.1 Count ies : Onslow Page 3 of 3
Preformed Scour Holes and Energy Dissipators
Sheet
No.
Station & Coordinates
(Road and Non Road
Projects)
Surface
Water Body
Energy Dissipator
Type
Riprap Type
Drainage
Area
(ac)
Conveyance
Structure
Pipe/Structure
Dimensions
(in)
)
Q10
(cfs)
V10
(fps)
BMP
Associated w/
Buffer Rules?
13
-L- 155+67 RT
(3)UT to New
River
Std. Riprap Pad
Class'B'
21.0
Pipe
30"
9.0
1.2
N/A
34.87092,-77.49642
13
-Y2 REV- 17+47 RT
(3)UT to New
River
Std. Riprap Pad
Class 1
191.0
Pipe
48"
46.0
1.7
N/A
34.86993,-77.49676
Additional Comments
Refer to the NwO i west Management Practices Toolbox (2014), NCDOT standards, the Federal Highway Administration (FHVVA) Hydraulic Engineering Circular No. 14 (HEC-14), Third Edition, Hydraulic Design of Energy
Dissipators for Culverts and Channels (July 2006), as applicable, for design guidance and criteria. RECEIVED
AUG 12 2019
7/30/19 ')CM-MHD CITY

VICINITY MAP
BEGIN CONSTRUCTION
—L— POT STA 30+50.00
oc0D NN
HOST
10 RICHLf+NOS
(GUM BRANCH ROAD(
Pp
9Q/
/Cow
STATE OF NORTH CAROLINA
DIVISION OF HIGHWAYS
ONSLOW COUNTY
t
LOCATION: GUM BRANCH ROAD (SR 1308) — WIDENING FROM THE WEST OF
MILLS FIELDS RD (SR 1313) TO EAST OF RAMSEY ROAD (SR 1324)
TYPE OF WORK: GRADING, PAVING, DRAINAGE
AND SIGNALS
WETLAND AND SURFACE WATER IMPACTS PERMIT
-L- STA 307+68.37 -_
;2W LITE 1 ] plo
7 u
_o
N�
m
Z
SITE 2
SITE 3
** DESIGN SPEED IS 60 MPH FROM SQUIRES RUN BRIDGE TO QUAKER BRIDGE ROAD
AND 50 MPH FROM QUAKER BRIDGE ROAD TO EDGEWOOD DRIVE
-Ll- STA 10 + 00.00
END CONSTRUCTION
BEGIN RESURFACING
-L- POT STA 280 4- 00.00
END CONSTRUCTION
BEGIN RESURFACING
-Ll- STA 23+25.00
BEGIN CONSI
-Ll- STA
44+
0
OT
4 •a.` • Sy 9�4"O� 08 r j
9ati� ti� u t
o
° O c��\
BEGIN CONSTRUCTION
41- POT STA 13+73.34
END RESURFACING ee
41- POT STA 14+00.00
END CONSTRUCTION
-Ll- STA 46+70.00
END CONSTRUCTION
END TIP PROJECT U-4906 ,
—Ll— POT STA 81+S5.00
BEGIN CONSTRUCTION
END RESURFACING
-Ll- STA 58 4- 82.30
°,
•.'sryEpP
SITE 5
TO JACKSONVILLE
RECEIVED
AUG 12 2019
LLCM-MHD Cl"
NOCVMENT NOT CONSIO.". ri NAL
uNLLe Sau smxnry ES Cakrlereo
GRAPHIC SCALES
DESIGN DATA
PROJECT LENGTH
rreaoreo m rre rnrra of,
IDVluuares ENGINEER
ADT 2019 = 23000
Ll
3<3 C $iz rOrks PO xd SVII.0 Poo
C'INTB IINi 6hSIXN CA NOLI NA1 p. C.
xzieiNn No.1: ee1o5t zrson
5[) 25 0 5Q 100
NC License No L 155C
s 41 p`:se
0
ADT 2040 = 41000
K _ 8 %
5
+�
f
2018 SrANDAR➢ SPEC/FICAMNS
DOUGLAS M WHEATLEY. PE
PLANS
D - 60 %
LENGTH OF ROADWAY TIP PROJECT U-4906 - 6.605 MILES
vuN. mxi:: Ps "�""�""•
e
rx°Jtcr F"D2Nc"x
50 zs 0 50 loo
T = 4 / 00
+K* V = 60/50 MPH
' TTST =7/ DUAL 3%
%
TOTAL LENGTH OF TIP PROJECT U-4906 = 6.605 MILES
RIGHT OF WAY DATE:
JUNE 28, 2017
CORY R. GRELL. PE
ROADWAY DESIGN
ENGINEER ,.•��"uer;�",,
eon...
e.giv4pq ':,
a
PROFILE HORIZONTAL
rxD�ecr DEs2cx Evc2NEEx
70 5 0 10 20
FUNC CLASS =
MINOR ARTERIAL
STATEWIDE TIER
LETTING DATE:
APRIL 16, 2019
MICHAEL BASS
'ij'Ycl„sSb`',t
"'•,;;N w$;'++'
PR.
sx;n'A ruxe
.crnor co,mc,
PROFILE (VERTICAL)

N30/19
PXe P
0.01E IREEfRENCE NO.
NF
s3Y60 I..
R
C'INTBe
U-4906
7NO.
7
WN SNFET NO.
ROADWAY OFSIGN
ENGINEER
NENGIN ICS
FNGINE£P
-'y
�O
a0
PERMIT DRAWING
SHEET 2 OF 22
LA
Ln
n
QUA
00
SsIUrelF'n
W
AEC*
Ja'ruouc T�u.sf
Shoreline AEC
,.. .,, ..
O
O
+
O
r•-
'"
O
Q AD
00
co
F
f'
F F RETAIN 0.klNN
V'
F
_F
W
W
? h ___—
F—_-----_—____—_—__--_—_
- _
_
_.
W
LEI LET
lu—
\
~
/
I
r Sff O�IAIL I
i
% h
J�
`30'lln T
n[c
- sTla.le�eNAEC
TOhor ecneT AECI —
�9
DETAIL I
WOM LATERAL'N VTCH
I vx ro sJJ
1 1
MJ o- Ao n
FROM A- STA. )s 150 TO STA 111 sa RT.
RECEIVED
AUG 12 2019
DCM-MHD CITY
DESIGN EXCEPTION REQUESTED FOR LANE WIDTHS (11') AND USABLE SHOULDER (4, MINIMUM)
NOTE: ALL DRIVEWAY RADII ARE 10' UNLESS OTHERWISE NOTED
FOR -L- PROFILE, SEE SHEET 28

7130/19
C'I NTB : PROJECT REFERENCE NO. SHEET NO.
sI. ra P°ii"•°:'soe�00 U-4906 7
NN SHEET NO.
ROADWAY DESIGN HTDGWCS
ENGINEER ENGINEER
Ell
a'p r PERMIT DRAWING
SHEET 3 OF 22
I
00
30 P eiloe AFCP
30'Puorc I,usI
Snnr Dyne nEr
p- .. ...__.. O
t t T_ Ii t, -1t 11D p
+ s Il it L _ :� O
ez +
QN \\ 1
00
H W F -/ \ RETAIN
_ F F f E T 0.E1AIry F to W
J NIa J N
EL! W W W
Z
J F _.F—_—_____--_
N
rS! SP[C. �1.'Y DIIC11 .
I
% N
PUUIIc trust
SM1orerine 4EL
n �,I��er�nfc 4
DETAIL 1
SPECOA IATERAL V OrCH
1
am
FROM A- SIA 15 � SO TO STA A 150 RT.
RECE.NED
AUG l 2 2019
DESIGN EXCEPTION REQUESTED FOR LANE WIDTHS (11') AND USABLE SHOULDER (4, MINIMUM) ocM-MHD CITY
NOTE: ALL DRIVEWAY RADII ARE 10' UNLESS OTHERWISE NOTED FOR -L- PROFILE, SEE SHEET 28

7130/19
\28
/ 29
LL IN
WETILAND
EXCAVATION — -----—
® `�5 `RI`""` IN WETLAND
Esr.la TON, IFF 'c. OEIMTIMI 5ollc„
26 FST.,b $TGF SE5 .
T'STD. SEES WON MECHANIZEb LEAKING
5EE DETAIL, IN ' ETLAN • s O/
DOE 5 a G
TEMP. IMPACTS IN SITE 1 Ei �j� �� QJF
SURFACE WATER \ ; pNLSDITGN
R,
Y RC PJV
15 pU
? RPM IMPACTS IN s D
SURFACE WATER E\`gEEMDYE
9Er a A\ N' c FIDA D CLEARING
f bN e \ \ 1% IN Ol REMOVE IN WETLAND
r F
\\e \ e a I LE IB'R<P-ry
\ / 'SUB D - MN pVE
300 ^
s.!
Jo.
SPEC. HAT. M DETCH-
SEE DETAIL1
SFEC. .,I DITCH SEE DETAIL
SFEC UT Y DITCH —
SEE DETAIL s
I�
SPEC
DITCH
SEE Of1Att 9
F \
fSi.B TONS
ESL ]I SYGf
/
/
SPEC. UT. T DUCH
SEE 5
]I U-ry
L"D
/
IMPACTS IN
SURFACE
WATER
/
SiF
ay��rq l G/
�? S2
00
F
S' UT. BASE DITCH CUSS 'I' NrJ
SEE DETAIL ID fST..S TON,
65 SIDE
P STD. WE DUCH
Sf1 MAR 9
ODE OSO]5 CY SITE
TEMP. IMPACTS IN
SURFACE WATER
i pUE y
m
\ Q
IMPACTS IN ` aD
SURFACE WATER,\
\ t
F
t1 \
IT STD. BASE DITCH ` TEMP. IMPACTS IN
- - SIT OETNL 11
` N- SURFACE WATER
OOF_]5 Y
DETAIL 5
SPECIAL LITERAL Y OIIcx
( Nal le Seele)
DETAIL 1
00 DETAIL 9 DETAIL 10 c�- NB SPECIAL LATERAL Y OFTEN
STANDARD aWE Olrcx KTEPAL WE OUCH O SRF* 'w tWtl
a les IWD6 AMm.D. mRT,
1 MSIXV D Tl P R 0 I w FROM - STA, 155W TO sTA 156100 RL 0 Lo ry.
` xGS• ].o fl FROM-STA I55a]J TO STA 15]ICO LI.
H
EN a 6-lO fi FROM 4- STA 156'ITP TO SIA159!]6 LT.
6= So F. FROM {_ STA 161101 10 SIX 16Aa]5 RT.
IWM 4_ STA159.36 TO STA IRA Tw E. FROM ;_STA 15]+0010 SiA 155. ]S LT.
FROM -Y]_RI AA. I]!0 TO STA. NFOD PIT STA 152 W TO STA 155.00 RT.
FROM A- SIX I55 68 IEL TO -Y] REV-SU 16.0011! FROM -T] REV -SIX 16. ED TO SlA I){50 AT fRFROM ] Sl STA IB. T TO STA -0I LT
-L- STA 159N6 IT.2 5
FROM-Y']_REV- STA 15100 10 STA I] , D9 IT.
50 Too 150 DESIGN EXCEPTION REQUESTED FOR LANE WIDTHS (11') AND USABLE SHOULDER (4' MINIMUM)
GRAPHIC SCALE NOTE: ALL DRIVEWAY RADII ARE 10' UNLESS OTHERWISE NOTED
SPEC. UT. w OFTEN
SEE DETAIL I
\\fir\ ISiW
LI
/
/ QJE
J�
R
Ctiy
Lr�,�ST
sy<
JE v 0-
k
00
SITE 2 0o
c CAT.'V. ODCH
DETAIL 5 32
PERMIT DRAWING
SHEET 4 OF 22
NSRS
LEGEND
DENOTES
DENOTES IMPACTS N
®
WATER
®
M ACTS'INE SURFACL WATER
MECHANfLED
•�'
CLEARING
EXCAVATION
DENOTES%CAVA110N
EX
®
ND
WERIOANO FILL IN
{p�AJ%/�IiT!//�]I
DENOTES HAND
Y1lLLLL
CLEARING
DETAIL 17
STANI WE (THIN
Iwa sd4
L6J R•'To n.
M D- m x.
FROM -Y2 REY- SHL 17{60 RF
RECEIVED
AUG 1 2 2019
DCM-MHD CITY
N
FOR —L— PROFILE, SEE SHEET 31
FOR—Y2_REV— PROFILE, SEE SHEET 38

ss�
I 25
SEE DETAIL 1
C8�
c'k \
& (� t)
CLARET '1'RIP{.AP \
EA.10 TONS SPEC. TAT'V
zb 'St. 39 SYGF SEE DETAIL 5
\\ 1•EID.BASE DHaH MECHANIi
SEE DflML 9
5. SOX
CY
DDE a SSITE 1
TEMP. IMPACTS IN
SURFACE WATER \ e`nulsDHcx
\, ? RFk IMPACTS IN
�\ SURFACE WATER,
]0'
c , ♦
Id \
SPEC. V.l; N' DI(CIi. 5ff DETM1 5
C
SPEC UT V DHCH
sU DETAIL 5 ♦ r
F.-
/ c`\
SPEC. LAT.'N \
SIF R �\
SFE /PAR S A' \
QRINTB ni'ela°flsi vi P.6uneoa U-4906
' 13 V
SHEET NO.
DESIGN
ROADWAY DESIGN
ENGINEER
HYD0.4ULIC5
ENGINEER
29
�
FILL IN
-
Iy
WETLAND
r��rn
EXCAVATION—
sp
IN WETLAND
PERMIT
DRAWING
SEARING—e
SHEET
5 OF 22
ETLAN�'
'' x
/
i ♦
OO
E/
'
QJf
SITE 2 o
g3/
NADS 1007
♦ ''
'
//
✓'
Sv C, w. V DITCH/
E DETAIL 5
NSR
♦ i RJi
LEGEND
AND
CLEARING
®
SURFACE IMPACTS IN
SURFACE 011 WATER
FILL
IN
WETLAND
DENOTES INE SU°.CE WATER
REMOVE
PJE
O'
CEfARRLFIIG MECHANIZED
CIO
11
DENOTES ND AVATION
D WELL/TES 1X
WEIIAN° FILL IN
TEMP IMPACTS
IN )
DENOTES
RNGH ND
SURFACE WATER
nJE y
m
RETAIN I� _ JE�
zy ry� A
---F: -illy\
w�nDVE SEEC.Ui.
IDRCH
SEE OPAIII�—__
CLASS'B' M
6
\
\
FIT.16 TONS
F
\�
f5i. 31 SYGf
1' IAT. ESE DITCH CIASS T NP-RAf
S'
5PK. UT. V OUCH
SEE OPAL 10 E51..5 TONS
SEE DEAIL 5
ESL 6S SYGF
IMPACTS I N
3D'ec"
4- STD. BASE DUCH
SURFACE W
IB V&SW LID
SEE DETAIL 9
S p'3
SITE 1
IMPACTS IN '
E
WE . 325
C
FACE WATER
24
D
IT6ID.AVIL 11 TEMP. IMPACTS IN
SEE DP2JL11 SURFACE WATER
5.0.]X
DOE-]5 CY
DETAIL s
SnCIAL IAT6RAL V DUCH
(Non Sod.)
'00 \ DETAIL 9 DETAIL 10 G� 1 1 DETAIL 1
STANDARD SASE ppCN LITfMI WE DITCH IN N SPECIAL I.. V DITCH
un p Sbw
C INavw61 INwu wy Min.°= I.O N.
L
Ma FROM A1551N TO STA 156a00 R1.
Q H. MJ. D- 1A H FROM -l- SiA I551 E3 i0 STA 15>100 Li.
i L6' Wn D. x0 H L� 6- 1.0 H. FROM 1- SIX 156a31 TO SIA 159a36 Ll.
FROM 4- STA 161107 TO STA. 164, 75 IN
ai FROM 4- STA 159 36 TO STA 165a 0° LT. FROM k STA 152.M TO STA 155413 LT.
FROM-Y3_eLV- STA.13100 10 STA II100 ITT
FROM A- STA 155-60 IT. 70 -Y2 REV- STA. 16a00 ITT. FROM -Y] Uf - RG, 14 a00 10 51A 12150 IT, FROM-Y] REV~S A 10164 500 10TO 1STA 520� DO IT.
-L- STA 159136 li. FROM-YR_RFV- STA. 114 TO TO STA 17 i 09 IT
V
50 0' 50 100, sa' DESIGN EXCEPTION REQUESTED FOR LANE WIDTHS (11') AND USABLE SHOULDER (4' MINIMUM)
7/30119 GRAPHIC ;CALF NOTE: ALL DRIVEWAY RADII ARE 10' UNL SS OTHERWISE NOTED
SPEC. AT.'V' DRCH
SEE DEAIL I
D�
STANDARD IL I DOOM
w
z6N
FROM -12 REV- STA 17+60 RT.
\PpF>rn
,16
RECEIVED
AUG 12 2019
�.
DCM-MHD Cl'
FOR —L— PROFILE, SEE SHEET 31
FOR Y2_REV— PROFILE, SEE SHEET 38

C�INTB 1Rr6 eoR.R �.AeL —, P.0
xG LLl cen...Non Cx156�xaS
I RN/ SHEET NO.
7/30/19
P/ S10 I73+2697
Lf) p = If 08, 32I TLTI
O 0= 387 g r
r r T = 18497'
R a 09635'
SE =DUSTING
FILL IN MECHANIZED CLEARING
Inc
ur.
SEE DEINLS WET" IN WETLAND N
Y-
TILL
O LO
O MAY
N
Fa
N W
J
I N
W W
Z VW
J �\
�\y r
SITE 2
SPEC WY OrtCN
SEE DETAIL 5
EXCAVATION
IN WETLAND
_ RETNN
r'U EIAI _________.__,
F
HAND CLEARING
IN WETLAND I NOTE_ CONTRACTOR TO CLEAR
TO LIMITS OF POE.
DETAIL 5 DETAL I
32 SPECIAL OHHGu -VDITCH SPECOt uTERAL v' DITCH
(N.HI Rldk) INoII k.61
_ oluml 1 fill Nelue I 1 fill
Geuvna D slu>• G,n,,,,a D slap.
Aua v= I o F1. AEa. n= iv N.
FROM A- STA 165♦00 TO STA 165i23 IT FROM -Y STA 1651 W i0 S1A. 165�50 IT
iROM 1- STA.O]T 20 TO STA 172-75 IT.
II Ic01 REIN
RETAINeFWN O ]GIR 0.E1NN ..
Z — F
"C vu 40.W' RT
FILL A= 30.00' RT
�d :C IT L REMovE AND
p REPucE DI
SPECIAi'Y OIICN +93.G0
SEf DETAIL I 2
40.00' RT
GRADE TO URNN DI I2 m 30.00' RT
i0 STR. 1406 LOd +24.34 _L- I
30.00' RT
PROPERW OWNEF IO
] 1404 REDUCE E.USIING 6- CPP
♦07.41 -L- PRIOR TO CONSTRURION
113.81'RT RIGID WALL PIPE I
t 25.I3 ITT
100
VJ.54' I
OESTa '0'NP.RAP m FSi. S IONS
EST. rl
99 sxcf
HISTORIC PROPERTY g
50' 0' 50' 100' l5W
GRAPHIC sCALL DESIGN EXCEPTION REQUESTED FOR LANE WIDTHS (11') AND USABLE SHOULDER (4' MINIMUM)
NOTE: ALL DRIVEWAY RADII ARE 10' UNLESS OTHERWISE NOTED
0
V nl:
NRs Z 07
ENGINEER
PERMIT
DRAWING
SHEET
b OF 22
LEGEND
DENOTES MECHANIZED
CL APING
—ONDENOTES ON
DI 1
® DENOTES FILL IN
EIUND
HAND
®LEAR
C LARIES
CING
RECEIVED
AUG 12 2019
DCM•-MHD CITY
FOR -L- PROFILE, SEE SHEETS 31 AND 32

7/30/19
R.11 i[:n "d•`szi �o Roo
G�NTBR. a was 'o; P 66B
0.WERR EN[ENO.
ME
U-4906
16
NN SHEET NO.
ROADWAY DESIGN
HYDRAULIC
ENGINEER
ENGINEER
NAD
NSR 8 07
_L_ PERMIT DRAWING
PISIo I73+2697�.. SHEET 7 OF 22
If0&32rIV) r LEGEND
o D = Y 01' I69'
y1 P L v 366..78' DENOTES MECHANIZED
T = 16497' CLEARING
R = 1,696.35' DENOTES EXCAVATION
' SE = EXISTING IN YAMANO
DENOTES FILL
FILL IN
L�fLLLCLII
_ .._ DENOTES HAND
i CLEARINGGO
ZC
I —
FILL IN MECHANIZED CLEARING j mz
SPEC LATM DI WETLAND IN WETLAND SFF DFAIL 531
^�
nM w- 61
—1
O LOWA6u-
O MATEAUL —_
+
N7 1 140) 0.F1NN - 0
Rf IgIN RETAIN R(lAI� O ]4A RETAIN f /" 0
�4
uD "ill
P3 ,
E Mel s
W ILA +04 6 -L -
Z N n x 30.00'RT uos
nowARLE 40.00' ITT
a s
V_HAND CLEARING MTERWL REPLACEDI
~ Y REPLACE AND
IN WETLAND d sPEcuT.v'oDm +s3.00-L-s
EXCAVATION NOTE CONTRACTOR TO CL AR D qR 1 40.00' RT
SITE 2 o LIMITS OF PDE. D 40.00' ITT
IN WETLAND GRADE TO DRAIN
TO sTR. 1406 4Db l `, +24.34
30.00'
'PROPEAIY OWNER A.
] 1444 RIP I I E CON
A.
CPP
+OJA1 -L- i_ _WW RAGI COALL XPE ION
1J3 81' RT W'6' MGID WALL MPF 9
SKC TAT v DITCH . +25.73 -L-
SEE DETuIs DETAIL SI _._.- cusss'r uP-w �p1111 "
FSL.S IONS \iG L:.. I
-- DETAIL 99 F5114 SYGF OE n
jQ GmS^F<LLL N.I.LATERAL .I DITCH SPELL 1R (IAIFRAL N' DITCH I -
HISTORIC PROPERTY
HE
D SIepP G'""" 0 Slepa
Mm. D� tR e. w,. D=
FROM 1- STA 165+W TO St& 116+23 LT. FROM 4- STA 165,W TO STA 165-50 R. I
FROM 1 STA 171 ♦ SO M SIX 172 - 75 U.
RECEIVE[,
AUG 12 Z019
DCM-MHD CITY
GRAPHIC SCALE DESIGN EXCEPTION REQUESTED FOR LANE WIDTHS (11') AND USABLE SHOULDER (4, MINIMUM)
NOTE: ALL DRIVEWAY RADII ARE 10' UNLESS OTHERWISE NOTED FOR —L— PROFILE, SEE SHEETS 31 AND 32

7/30/19'
DETAIL 14
CULVERT CHANNEL IMPROVEMENTS
I@SISfAMI
N°Mel A I
G Cbu I111pmFMn.4 ° V!P iw
wr�M
M
D. ve"s rv11,
Ro r 9 i Rankl Iv 5 cr nuvAT'Sw'N 74Z
pR,y Sbwa- F 1 I Eu ^R EST. A. 5° GEO�AIXu'll m
A-STA.iWa99 Li AIL.
IMP/
SURFACE
SftC LAT. V VITCH
SfF DETM 13 -
r ITTNN r RETAIN
RLYAM
— fa2 f
RFFAIN
4ETNL IS
IN eimD cnwnn
INei i. kdal
f
~rl
brglh= I]A f1,
1- ST129Df67 RT
OEruI. f
SPECHU urf,AL r DIrcH
I Nor to Sall.]
-L-
N�
P/Sto197+15.78
D ,S
p = 509'43b'lR71
'0914H
m.. D- Ls il.
FI
L = 55683'
T = 280A1'
FROM STA 194I03 TO STA. 195 F 91 ET.
R = 3.494,66'
SE = EXISTING
xosix c olix0, P. .iBOB
PROIEC REFERENCE NO SHEET NO.
CiNTBAOIe
P,ILI op, x •fe's; , 2
U-4906
16
O
RW SHEET NO:
o
ROADWAY DESIGN
HYDRAULICS
LEGEND
NGINEER
ENGINEER
N
w
Y/
® DENOTES IMPACTS IN
O 0
WRFACE WATER
„Y
DENOTES TEMPOMRY.
IMPACTS IN SURFACE WATER
I
352
'
PERMIT
DRAWING
CVLVERi CfMNN L �
SHEET
9 OF 22
I
JUKTUA19F'A`"r{
SEE SEEsDETAIL 1` ,
DETAIL
1
TEMP. IMPACTS
ER_
6RL
IN SURFACE WATER
00' LT
E
`30B
I
I
E_
o
+21.14 L- 97 RH N
30.00 LTT
RETAIn M �O
W /
O
—
--PEFNN—
R"mN RETAIN
-
RETAIN
REIAIn
O
4'
_
RETAIN
vErnwIVAN
O
RETAIN
PF(6
P 655 95-L-
P
_ P _�---___—_..—_
�R W
3000'RT REWN
aNI °t'
Mr
F--------
_
-: _ H
+07.86 4- c HIRING
-30,
F 1
71.26'RT MYi6'
"4Sda
-
_
IMPACTS IN
LL.I W
I Z w
6A-1 SURFAC
- - d 34.97 RT I/ _
85.58' i
CE�
I SEE SNAIL IS
cIASS •r ur-
EST.5l IONS
T. 104 SYGF
JTEMP. IMPACTS - r n° R `IN r I TO SEE
P KIN IN STREAM REOI
IN SURFACE WATER
-Y5-
(/ -TEMP. IMPACTS PI SIG 12+2325 PISto 1440939
4 DIN CONSTRUCTION IN SURFACE WATER p = �'13'195'(Rn p = 3'14'083'(RT)
-Y -STA N6$Q'. D = 3'49'IID' D = 3'49'ILb'
/ L = 8435' L = 84.71'
ICI: T = 42J9' T = 4237'
1 R = 1 EXISTING
R = 1.EXISTI
SITE 4 \ \ WDY
SE = EX/STING SE EXISTING
_P 97
12RV=279
NW
7-mDDUAL 26
- - -amn <Nw F q
96 INv_ 73 pNJd
qR= 130R. RECEIVED
�PD da 1.0 D.
s -YS- SiA @ 100 RT
d o so 50' TEMP. IMPACTS
emmmomml
GRAPHIC SCALE IN SURFACE WATER
P III 0L1AII 2S
CIASS 'I RIP -RAP
DESIGN EXCEPTION REQUESTED FOR LANE WIDTHS (ll') AND USABLE SHOULDER (4' MINIMUM) EST 104 S �F
MO RIr-RAP Is to RE
NOTE: ALL DRIVEWAY RADII ARE 10' UNLESS OTHERWISE NOTED PLACED IN STREAM 6ED1
N
IMPACTS IN AUG 1 2 2019
SURFACE WATER
DCM-MHD CITY
FOR -L- PROFILE, SEE SHEETS 32 AND 33
FOR -Y5- PROFILE, SEE SHEET 39

7/30/19
DETAIL 14 1—. k
CULVERT CHANNEL IAIFROVEMEMS
IUPSIAENAf
NeNre1 r rvl
0­ IRiPreP � p JIR' Iuu luM
D- Van.. nanoulke
0o Tev ^I b•wl Rzr.s n ExcAvanory
Slow. 21 1 E Isi. iu sOv iS[oraiRlRii is
1 STA. x00 , 92 LE
SPEc. TAT DITCH
SE[ OCTAL 13
r RflNN
GET
RETAIN
ZW
J
DETAIL I
PIPE OWRD CX. ..
IMaro kJel
J�e
6
V4
bnOtM1If 0 F.
.
d= 40 h.
A- SIA 200 edx RE
° ,Lwo=,.....s999
C�NTBTa ae'.1.
LEGEND
cm
Lo
DENOTES IMPACTS IN
O
SURFACE WATER
^'
„1
® DENOTESTEMPORARY
IMPACTS IN SURFACE WATER
35Z
NtVERT CHAtRi I
IMPROVE
.: , •....
:1
[VI�
j
SEE OETNL I ro
TEMP. IMPACTS
IMPACTS IN-
I
IN SURFACE WATER
SURFACE WATfiRL_
TO 00—LT
PRA1N +21.14 -L,-
RETAIN 30.00 LT�ar \11I I E
RETAIN!
0
-- —
RETAIN
RF\AIN '
RFi i f F RETAIN Jol
RETA N+659530 00' FITT RETAIN/N
DETAIL 1J
SPECIAL LAT M DITCH
I NeI Io Sml.l
—L—
1
P1 Stc 197+15.78
"""a D II-
-A = 9'09'41
AEm.D= is FI.
0 = f 38' 22.3'
L = 55883'
FROM 4- STA 194 E DO TO M, 195 E 91 LT
T = 280.01'
R = 3.494,66'
SE = EXISTING
TEMP. IMPACTS
IN SURFACE WATER
sD o so IDD Isn mmwmmmmmll TEMP. IMPACTS —
GRAPHIC SCALE IN SURFACE WATER
s DESIGN EXCEPTION REQUESTED FOR LANE WIDTHS (11') AND USABLE SHOULDER (4' MINIMUM)
NOTE: ALL DRIVEWAY RADII ARE 10' UNLESS OTHERWISE NOTED
[SITE
F _
1
96 Inv=n.xm �O
F
R=TARN RETAIN_ RETAIN vn.i..
RETAIN
- -IMPACTS
IN
SURFACE WATER
36Z
SEE DETAIL Is
GLASS I, RIP -RAJ
EST. 57 TONS
Est. 104 SYGE
(NO RIf RAP IS TO BE
PLACED IN STREAM SIDI
E L
RW
DWAY
O ENGI
ENGIES
NEERR
PERMIT DRAWING
SHEET 10 OF 22
I
RflA1N RETAIN �
—T5—
TEMP. IMPACTS P1 Sto 12+2325
P/SID 14+09.39
IN SURFACE
WATER A = Y13'195'(RT)
A= Y14'083`(RT)
0 = 3' 49' 11.0'
0 = 3' 49r ILO'
L = 8435'
L = 8471'
T = 42J9'
T = 4237'
R = 1500A0'
R = 1,500.00'
-- --
SE = EXISTING
SE = EXISTING
97
i
tisgo
\ DECEIVED
98 IMPACTS IN
SURFACE WATER AUG 12 Z019
seE DEIau xe
cl/55 '1' R
5L°'TONS
N` p�/�}M"' NIHDCITY
(NOAT
IN PIS TO
IT FOR —L— PROFILE, SEES S 32 AND 33
FOR —Y5— PROFILE, SEE SHEET 39
DETAIL 26
1.E OUPID bYrvNlL
Ivnie w41
e
Nwtwl
t.nal50.0 h.
d= 5.0

- ------------
.111E.11 NO.
IMPACTS IN
SURFACE WATER
TEMP. IMPACTS
IN SURFACE WATER
------- E -----
INV=30.8
RETAIN MH L
C
a
RETAIN
---------------
tETAIN
RETAIN
COLLAR &
EXTEND
W/18"
GO' 100, 150'
C i,I C -,CAI --
CULVERT CHAP N L
IMPROVEMENTS
(UPSTREAM)1
SEE DETAIL 1
- TEMP. IMPACTS
IN SURFACE WATER
LEGEND
PERMIT DRAWING I
SHEET 11 OF 22
DENOTES IMPACTS IN
E SURFACE WATER
DENOTES
SITE 3 M ACTSTEMPORARY INSURFACE WATER
E
k/ 4i
�p/Q® RETAIN RETAIN RETAII
x
LAIN----- sD- BB --
!® MH
J -IN
V=30.5
-IMPACTS IN
SURFACE WATER
I I
'YT'I SEE DETAIL 15
CLASS 'I' RIP -RAP
EST.57 TONS
EST.104 SYGF
� tiq
tiS\�
2�0
RECEIVED
AUG 12 2019
DCM-MHD CITY
7/30/19 [�,-

®1
I W SMER NO.
7/30/19 I
IMPACTS IN E
SURFACE WATER INV=3o.8
f
RETAIN
MH Q
d
RETAIN
t---- 0
- k
tETAIN - - - - - --
----kETAIN ---- eO-
TEMP. IMPACTS
IN SURFACE WATER
CULVERT CHAWNL
IMPROVEMENTS
(UPSTREAM 1
SEE DETAIL 1 ti
En/
/ I
I
rn
E SITE 3
RETAIN RETAII
---------------
RETAIN
---------------------------
F
RETAIN ®JB W/
MH
{ INV=30.5
COLLAR & J
EXTEND
W/18"
RCP- / IMPACTS IN
SURFACE WATER
N
I
'••M"I SEE DETAIL 15
CLASS 'I' RIP -RAP
EST. 57 TONS
EST.104 SYGF
50' 0' 50' 100' 150'
GRAPHIC SCALE
ENGINEER
PERMIT DRAWING I
SHEET 12 OF 22
TEMP. IMPACTS
IN SURFACE WATER
LEGEND
DENOTES IMPACTS IN
SURFACE WATER
DENOTES TEMPORARY
IMPACTS IN SURFACE WATER
by
tiSR� e�
00
RECEIVED
AUG 12 2019
0CM-MHD CITY

NNTB e "`
PROIfCI
I
/ n
BEGIN CONSTRUCTION
—Y5— STA //*50,00 (/
I
�s
SITE 4
I
96 INV=27.7
m
L<
TEMP. IMPACTS
IN SURFACE WATER
50, 01 Jol 100' 111o,
GRAPHIC SC:AL�
LMV-27.9
HW
LEGEND
�/_/L/!!LJ DENOTES IMPACTS IN PERMIT DRAWING
Mzm
SURFACE WATER SHEET 14 OF 22
DENOTES TEMPORARY -
IMPACTS IN SURFACE WATER
TEMP. IMPACTS
IN SURFACE WATER
--IMPACTS IN
SU Fr WATER
SEE DETAIL 26 \
CLASS 'I' RIP -RAP _
EST.57 TONS
- /y�q0
EST.104 SYGF sRs (9
(NORIP-RAP IS BE PLACED
IRECf"IVFD \O)
PLACED N STREAM BED)
AUG 12 2019
DCM-MHD CITY
7/30/19

BEGIN CONSTRUCT/
- Y5 - STA 1H-50.00
kNGNIFP
LEGEND
DENOTES IMPACTS IN PERMIT DRAWING
SURFACE WATER SHEET 15 OF 22
DENOTES TEMPORARY
IMPACTS IN SURFACE WATER
TEMP. IMPACTS
IN SURFACE WATER
PDT u, 97
®IV = 27.9
CL
HW
co
I I `
66 INV=27.7-v 17
m
�- PD
✓s IMPACTS IN
,P. IMPACTS - SU" WATER � \
kCE WATER
SEE DETAIL 26
CLASS 'I' RIP -RAP
EST.57 TONS
EST.104 SYGF
(NO RIP -RAP IS TO BE
PLACED IN STREAM BED)
7/30/19
/yq
RECEIVED
AUG 12 1019
DCM-MHD CITY

LT. .PTlI
SHEET NO.
23
35noraiinpl AECL�
S/\
PROPOSED OVERHEAD — J` 0
f' IIXIRY LINE
EXISTING UTILITY POLE — \
3OhDlio ALCt
I
a
fE C
o�f+r .� l
b/' O,0 j n
l SffJC
/
p,
PROPOSED ETILIry POW
/
v -
` I
304' Tiiine T4ECT
3( Publlp Tn1I51—
ShOreAne AIC \ \ \ \
N
t�
eJr�t BON
. ))t)OAgp J)ON
YGF w4 f
NES
WINE
CABLE.
ROM
CJFoti) FJ)Q0$°w AD,G
/ n \
EUSl GROLLID LINE
ALONG CENTER OVL0.XEM ERL
OLINE
PERMIT DRAWING
SHEET 17 OF 22
1
n
SJffC
RECEIVED
AUG 12 2019
DCM-MHD CITY
7/30/19
10+00 11 +00 12+00 13+00 14+00 15+00 16+00

40
30
20
10
0
30-Pucnc trust
'Sboroline AEC
PROPOSED OVERHEAD
un ry Ewe
EYSTwO UTILITY POLE �
JD'Puble Trust
cy
Sy
ffRC
/ IFFfc
/ O!
PROPOSED UTILITY PDLf
i
i
/
n E—If UE ` L_ Pugs.,
is F
V �E
3?,PobIi.DT,W
Publl
5
gr ,AVE, \
Horellne AVE
1
foss a N
P//.LYDN.PfV1.+ONf
Cf
NES
WIFE
GABLE
.10..G r.ROU NG GN[
ALDNG [ENiFR OF '
ovennEaO rowEP uHE
10+00 11+00 12+00 13+00 14+00 15+00 16+00
ti/ ro EOM Df
"R
f 4
n�1( YO
RECEIVED
AUG 12 2019
0OM-MHD CIT
t
Re, O
oe

7/30/19
0
O
O
cq
aG1OVf
�-EoFsm-
N
GO F aEnovE-
I W
J=
I � P• e
W W -E-
Zfn
•J zFJ.,OVE
DI -SD
IS
BEMOVf NCPJV
18'
acr-n 81
5O• 0
50'
IGO'
ISO'
GRAPHIC SCALE
D o'ell� t1E,1 r,
Sr II e AEC
I 5/
I
J
I /
SIA55 '8'JPIP/PAP�
` gq SITE 5 I, EA.StONS,
/. It Ell
. �.. ESi I( sr6P
Ra leal x� INvw
/
.FSi.S i9p15— i x J 2 /
FN NiYGiF ( /
83 sPEy ui. eJ3f ORC4I
I+ sEE oEUlt J _
DL50
15"
RCPSY
BS
62
in
1'\
` 0.fMOVE 1+0 IF OF
.ISTING IB. CMP
B PLUG
LNAD 8y
LEGEND
NSRS 2007
RM D[N0115 IX —ION
IN WETUND
EXCAVATION
IN WETLAND
35Hor oll.r ieT,AEC I
I
J S
END CONSTRUCITON
i I ND TIP PROTECT U-4906
—Ll— STA 81 +55.00
� I
30
—SSh.,EIITm. ALL
SM1Drelile AFC
E
DTI d 7
SPfCUI UifPq DItCH
D�
0. N11
1.
NOTE: ALL DRIVEWAY RADII ARE 10' UNLESS OTHERWISE NOTED ON PLANS
PERMIT DRAWING
SHEET 19 OF 22
RECE.WED
AUG 12 Z019
DCM-MHD CITY

ii
NO.
7I30119
S
U
----
—
O�S�arlellneT
AEC'
i
_ 7v
B-0 SITE 5
-
aD- ]].O A. ° y
VID I➢
e.
§LASS R+ul
EST 14 S F
oz 18.0
i \
LA s i CIJASS
k
B3
T'Bg'tlPbIYJH_
es� M9YGf" E
/
SPECt UTMp DITCii
lY SEE DETAIL ]
LEGEND
ffM DENOTES E%CAVATION
IN WETLAND
EXCAVATION
IN WETLAND$
\/ SM1oue'Ilne� AC ' C
\N y
I I
yoDE_dy C f :
1 GYM
_ _
TA" /e w1A11
\
PDE
- REMovE Dl.so
oso
w
,R ✓mN
novE
Epp----E
E
;d, kcP..W
- MEMOVE
l
Ey,O II' RAP -Iv IIFMOVf
--
IOV[. - _
RFALOVF
-
-
:yl• 0.CP-iV
04SO rncwv
J
86
_
_ R• P
] d' RCi V M
—E
E E
E E--E
��
REMOVE LID li Of
IS'
FASTING IB' CAV
Rci-IV
1
S PLUG
N
REMOVE-`
IV30'Puhllc
REMOVE RCI�
-
irusi
Sh.,PHPn AEC
80
aoaV 81
85
1
1
i
500' 50' 100' 150'
GRAPHIC SCALE
NAD 83/
NSRS 2007
END CONSTRUCITON
TIP PROJECT U-4906
-Ll- STA 81+55.00
i I n -�66
I\30 R b'Ic TAECt
DETAIL 7
SPECUE UIEPAE WE WON
I rverw NYI
o D la
LJ M]1. DtO- 1. wl,
!s H.
NOTE: ALL DRIVEWAY RADII ARE 10' UNLESS OTHERWISE NOTED ON PLANS
PERMIT DRAWING
SHEET 20 OF 29
RECEIVED
AUG 12 2019
DCM-MHD CITY

ITY
7130119