HomeMy WebLinkAbout20190370 Ver 1_NCDOT MAPS_20190903i 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:
mfoster@lhntb.com
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
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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
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FUNC CLASS =
MINOR ARTERIAL
STATEWIDE TIER
LETTING DATE:
APRIL 16, 2019
MICHAEL BASS
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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.
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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
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FROM -Y]_RI AA. I]!0 TO STA. NFOD PIT STA 152 W TO STA 155.00 RT.
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-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
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PERMIT DRAWING
SHEET 4 OF 22
NSRS
LEGEND
DENOTES
DENOTES IMPACTS N
®
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MECHANfLED
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DETAIL 17
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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�
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CLARET '1'RIP{.AP \
EA.10 TONS SPEC. TAT'V
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5. SOX
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TEMP. IMPACTS IN
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' 13 V
SHEET NO.
DESIGN
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ENGINEER
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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
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DETAIL s
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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
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FROM -12 REV- STA 17+60 RT.
\PpF>rn
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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
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SEE DETAIL 5
EXCAVATION
IN WETLAND
_ RETNN
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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
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40.00' RT
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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
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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-
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Rf IgIN RETAIN R(lAI� O ]4A RETAIN f /" 0
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W ILA +04 6 -L -
Z N n x 30.00'RT uos
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a s
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~ 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
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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,
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SURFACE
SftC LAT. V VITCH
SfF DETM 13 -
r ITTNN r RETAIN
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IN eimD cnwnn
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SPECHU urf,AL r DIrcH
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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—
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-
RETAIN
REIAIn
O
4'
_
RETAIN
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RETAIN
PF(6
P 655 95-L-
P
_ P _�---___—_..—_
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aNI °t'
Mr
F--------
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-
_
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
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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
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- k
tETAIN - - - - - --
----kETAIN ---- eO-
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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
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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
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ovennEaO rowEP uHE
10+00 11+00 12+00 13+00 14+00 15+00 16+00
ti/ ro EOM Df
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RECEIVED
AUG 12 2019
0OM-MHD CIT
t
Re, O
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7/30/19
0
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acr-n 81
5O• 0
50'
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GRAPHIC SCALE
D o'ell� t1E,1 r,
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I
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15"
RCPSY
BS
62
in
1'\
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.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
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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
----
—
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AEC'
i
_ 7v
B-0 SITE 5
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e.
§LASS R+ul
EST 14 S F
oz 18.0
i \
LA s i CIJASS
k
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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
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oso
w
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1
S PLUG
N
REMOVE-`
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REMOVE RCI�
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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