20110136 Ver 1_Design Plans_20080312

Subject: Minutes from the Interagency 4B Hydraulic Design Review Meeting on
March 12, 2008 for
Team Members:
Richard Spencer -USACE
Gary Jordan -USFWS
Travis Wilson -NCWRC
Polly Lespinasse -NCDWQ
Chris Militscher -EPA
Kathy Matthews -EPA
Felix Davila -FHWA
Elmo Vance -PDEA
(not present)
(present)
(not present)
(present)
(not present)
(present)
present)
(present)
Participants:
Marshall Clawson, NCDOT Hydraulics
John Olinger, NCDOT DIV 8
Tim Goins, NCDOT Roadway Design
Dean Noland, NCDOT Roadway Design
James Rice, HDR
Wyatt Velverton, HDR.
Vickie Miller, HDR
Jonathan Henderson, HDR
David Harris -REU
Jimmy Goodnight- Roadway
Roy Girolami- Structures
Rachelle Beauregard -NEU
General Introduction was iniatated by Marshall Clawson. Introductions were made by all
in attendance. Jonathan Henderson started the review by describing the project limits and
typical sections. Only plan sheets with permit impact sites were reviewed.
Sheet 4 -16:
No wetlands or jurisdictional streams.
Sheet 1'7:
Polly Lespinasse asked about streams at stations 186 +00 and 195 +00. Rachelle
responded that they were not jurisdictional.
Sheet 18 -20:
No wetlands or jurisdictional streams.
Sheet 21:
Wetland and pond at station 245 +00. Culvert extension and roadway widening to the
North side, into pond. Pond will be drained for construction and TDE provided. Existing
6'X6' RCBC was extended south with a 72" CSP. John Olinger stated that pipe
extension is rusted and in poor condition and should be replaced.
2:1 slopes with guardrail.
Pipe systems outlet onto rip -rap pads away from wetland limits.

Rachelle Beauregard stated that there is no stream inside the wetland as shown on the
plans, only a wetland at this site.
Sheet 22:
No wetlands or jurisdictional streams.
Sheet 23:
Wetland and pond at station 270 +00. Wetland on south side will not be impacted by the
project. Pond will be drained for construction and TDE provided. No proposed drainage
outlet at this site.
2 :1 slopes with guardrail.
Potentially more wetlands around pond to be drained. NEU will investigate for impacts
related to draining pond.
Question was asked about wetland connectivity. Wetlands are not connected across
existing roadway. Pond could potentially be spring fed.
Sheet 24:
Wetland and jurisdictional stream at station 279 +00. Proposed culvert extension and
roadway widening to north side. Existing 10'X6' RCBC extended south with bottomless
117 "X79" CM arch. John Olinger stated that this arch was in good condition and does
not need to be replaced, no impacts on south side.
2:1 slopes with guardrail.
Pipe systems outlet onto rip -rap pads away from wetland limits.
Sheet 25 -27:
No wetlands or jurisdictional streams.
Sheet 28:
Wetland and jurisdictional stream at station 340 +50. Existing 48" CSP in poor condition.
New pipe will be bored and jacked to line up with the stream at the construction limits.
Existing pond upstream from crossing.

John Olinger stated that the shoulder is failing above the existing CSP pipe and the pipe
is in poor condition.
2:1 slopes with guardrail.
Sheet 29 -30:
No wetlands or jurisdictional streams.
Sheet 31:
Rachelle Beauregard questioned jurisdiction of stream at station 384 +50. HDR provided
pictures of area which did not appear jurisdictional. Roadway improvements do not
impact 24" crossing on —Y16- so area will not be rechecked.
Sheet 32 -33:
No wetlands or jurisdictional streams.
General comments ended.
Meeting Adjourned

HYDRAULICS DESIGN/PERMIT DRAWINGS REVIEW
Hydraulics Conference Room
NCDOT Century Center Complex
March 12, 2008
9:30 Nottingham U- 257913, Winston -Salem — Northern Beltway
(Eastern Sect.) from 1 -40 Bus/US 421 to US 158
Forsyth County, Division 9
Hydraulic Design Review (4)
(Continuation of Jan 23, 2008, meeting)
Team Members
11:00 Clawson
Team Members:
RECr q.
AR `
s
John Thomas: USACE
Marella Buncick: USFWS
Marla Chambers: NC WRC
Amy Euliss: NCDWQ
David Wainwright: NCDWQ
Chris Militscher: EPA
Kathy Matthews: EPA
Donnie Brew: FHWA
David Harris: REU
Tony Houser: Roadway
Lonnie Brooks: Structures
Derrick Weaver: PDEA
Rachelle Beauregard: NEU
Keith Raulston: Division 9
R -2812, NC 211 from NC 73 in West End to the
Traffic Circle in Pinehurst
Moore County, Division 8
Hydraulic Design Review (413)
Richard Spencer: USACE
Gary Jordan: USFWS
Travis Wilson NCWRC <�"
t i t S`jitr i r i (s
'O NM I Q:,
Chris Militscher: EPA
Kathy Matthews: EPA
Donnie Brew: FHWA ,:�--
David Harris: REU '<'
Jimmy Goodnight: Roadway
Roy Girolami: Structure
Elmo E. Vance: PDEA
Rachelle L. Beauregard: NEU
Tim Johnson: Division 8

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STATE OF NORTH CAROLINA
DIVISION OF HIGHWAYS
MOORS COUNTY
LOCATION, NC 211 FROM NC 73 IN WEST END
TO THE TRAFFIC CIRCLE IN PINEHURST
TYPE OF WORK, GRADING, PAVING, DRAINAGE, CURB & GUTTER
SIGNALS, AND SIGNING
4.
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STA, 10 + 79,34 —1 —BEGIN TIP PROJECT R -1811
WAn 1 11111 MV W= K pp A08T4
N-C, R -2812 1
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Pr9�ra� In tfa Oitica �, AYDRAUS YGINE 0110N U NIGIf KrAVS
T GRAPHIC SCALES DESIGN DATA PROJECT LENGTH sTA3 of uoR111 CAROM
8D 18 5D 1 D Aar 2004 15300 DIVISION OF HIGHWAYS
1M 9ild Ride Dr., Rald�� NC, P161C
N ADr 1025 = 20500 L'GN ROADWAY PA.ploBCT 1'6lI �
N PLANS DHV = 4 % TOTAL MOIR STATE RogoT 3013 = IN Ml.
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Na ' 8D 18 0 5D 1DD D 51 921 OF WAY �ATR; JIMMY GO°DNIGHr, PL a
ML* � , pxwa ROADWAYD41ON a ,�
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is. us, = Subxu acs Ud'll� B#f Nlfliq
BOUNDARIES AND ,PROFBRYK
STATE OF NORTH CAROLINA
DIVISION OF HIGHWAYS
WAYS
CONVENTIONAL PL4N SHEET SYMBOLS
Sfate line
- - - -�
Baseline Control Point - - -° —
County line — "
--
Township Une •
_ —�-
City line -
BuiferZone Z
---- --
Reservation line
— —
Properly line
— ----
Exisling Iron Pin
o
PropeH Comer
— —
Properly Monument
Existing ConlrolaiAccess
PoNol/Sequence Number
r�
Exleling Pence line
- X —X —X-
Proposed Woven Wire Pena
Proposed Temporary Conslruclion Easemenl-
Proposed Choln link fence
—E—
Proposed Barbed Wire Pena
-�-
Exisling Welland Boundary -- ~�----
nr - ---
Proposed Welland Boundary
—�--�
Usling Endangered Mlmol Boundary
—°o—'
Existing Endangered plant Boundary __M
BUILDINGS AND OTHER CUITURE
Gas Pump vent or USG Tank Cap
0
Sign
0
Will
°
Small Mine
k.
foundation
❑
Area Outline
C]
Cemetery - -
0
Building ---
School
Church
Dam
�--- --
SEE:
Sfroam or Body of Water
Hydro, Pool or Reservoir - -
- - - -�
Baseline Control Point - - -° —
`
Judidialional
Proposed Slope Stakes Cut
Buffer Zone 1
—sc: ---
BuiferZone Z
—0—
flow Arrow -
- --- - a_
Disappeoring Sfroam — -�—�
—_
Recorded USG Telephone Cable _w____
Proposed Right of Way tins with
Concrete
Weland
or Granite Marker
Proposed lateral, Tail, Hood Ditch
Existing ConlrolaiAccess
false Sump
r�
9 HIV
Standard Gouge T==
ay r
RR Signal Milepost w
Switch
RR Abandoned -�
RR Dismantled - ° --- ---- --
RIGA?' Of Fly"
Existing Edge of Pavement
Baseline Control Point - - -° —
`
Erdsdng Right of Way Marker
Proposed Slope Stakes Cut
Existing Right of Way line -
Proposed Slope Stakes Fill — -
----- ----
Proposed Right of Way line
�--�
Proposed R101 06y Way line with
@c
Iron Pin and Cop Marker
Recorded USG Telephone Cable _w____
Proposed Right of Way tins with
Concrete
eta
or Granite Marker
T I T-
Existing ConlrolaiAccess
" " "
Proposed Control of Acass
-—._
Existing Easement line --
- -E --
Proposed Temporary Conslruclion Easemenl-
Pavement Removal
—E—
Proposed Temporary Drainage Easement —
-- •- mE -
Proposed Permanent Drainage Easement—
— PN -
Proposed Permanent Ulilily Easemenl --
rus —
ROADS AND RELATED IMATRCsS:
Existing Edge of Pavement
- - - --
Edsting Curb
- - - --
Proposed Slope Stakes Cut
- -- C • —�
Proposed Slope Stakes Fill — -
- -- F - --
Proposed Wheel Chair Romp
@c
Proposed Wheel Chair Ramp Curb Cut —
@c
Curb Cut for Future Wheol Chair Ramp
Recorded USG Telephone Cable _w____
Existing Metal Guardrail
eta
Proposed Guardrail
T I T-
Existing Cable Guiderail
" " "
Storm Sewer
Proposed Cable Guiderail•~--
" -- -A "-
Equality Symbol
,t " - --
Pavement Removal
9GBTATION.
Single Tree 0
Single Shrub o
Hedge r?"y,
Woods Line
Orchard - - - --- D Q
Vineyard
EXISTING STRUCTURES,
+
MAJOR;
0
Bridge, Tunnel or Box Cuvert
�ow6
Bridge Wing Wall, Hood Wall and End Wall - coHC ww
MINOR:
USG TV Cable Hand Hob - -----
Head and End Wall
ww
Pipe Culvert
—
foolbridge
Recorded USG Telephone Cable _w____
Drainage Box: Cakh Basin, DI or A
eta
Paved Dikh Gulter
- - - --
Storm Sewer Manhole
,- 0
Storm Sewer
_$_
WATER:
Water Manhole Q
Water Meter o
Water valve 0
Water Hydrant
Recorded 110 Water line --�—�-
Designated 0 Water line iS,U,E "�—• -- w -N_ _ -
Above Ground Water line w wot"r
TV:
+
TV $01111116 Dish
0
N Pedaslal
11
W Tower
0
USG TV Cable Hand Hob - -----
9
Recorded 0 W Cable —
— ,—
Designaled USG W Cable I U,EI
---- t- - --
Recorded 0 fiber Oplic Cable �~--
UTII TEST Deslgnated USG fiber 001C Cable l$.U.V, ----
nro - --
POWER:
Existing Power Pole
Proposed Power Pole b
Existing Joint Use Pole — --
Proposed Joint Use Pole
Paw Manhole — 0
Power line Tower ~_ — E
Power Transformer 0
0 Power Cable Hand Hole S
H -frame Pole �--�
Recorded UO ?ewer tins
J —�--
D6signafed 0 Power line l8'1.1111 — - -- w,� - -�
TELEPHONE:
Existing Telephone Polo -~•~~-
+
Proposed Telephone Pole
0
Telephone Manhole
0
Telephone Booth
d
Telephone Pedestal
Q
Telephone Coll Tower
0 Telephone Cable Hand Hole
9
Recorded USG Telephone Cable _w____
—r—
Doilgnatld A Telephone Cable --- -t - - --
Recorded UO Telephone Conduit
----
Designated UO Telephone Conduit l$.U,V, ---
-rr - --
Recorded LAG fiber Optics Cable --i--
—r �-
Designaled 4 PiberOpticsCable i U,E,t ----
,t " - --
K� 11
Gas valve a
Gas Meter
Recorded USG Gas line ----6-
Designoted USG Gas line l$,U.11 - - --
Above Ground On line u6 6o`°°
SANITARY SEWER:
Sanitary Sewer Manhole — — I
Sanlfary Sewer Cleonout p
USG krilary $ewer line
Above Ground Sanlfary Sewer 16 %nit7y saver
Recorded SS forced Main Une— —u-
Designoted SS Fond Main Line
MISCELLANEOUS:
Ullilly Pole
Ufml Pole with his
0
Utility located Obiod
0
Utility Traffic Signal by
m
utilily unbown N line
—mr— -
USG Tank; Water, Gas, Oil
A'0 Tank; Wafer, Gos, Oil
❑
I* Test Hale IS,U.E "1
Abandoned According to Ulllily Records -
AATUR
End of Information
E.4•I1

PAVEMENT SCHEDULE
PROP, APPRON, $' ASPHALT CONCRETE SURFACE COME, TYPE 811,01,
AT AN AVERAGE RATE 0; 801 LOS, PER BC. YD
01
PROP, VAR, DEPTH ASPHALT CONCRETE SURFACE 000101 TYPE 814,10,
BE PLACEDRINE"EIB NOTITOLEXCEED 4 INYDEPTH 11 DEPTH, 10
0
PROP, APPRON,1,0'MALT CONCRETE INTERNEOIATE COUR8E,
TYPE 111,08, AT AN AVERAGE RATE OF 181 LOS, PER SO, YD,
D1
PROP, VAR, DEPTH ASPHALT CONCRETI INTMEOIATE COURSE
TYPE 111108 AT AN AVBRAIE RATE OF 114 LOS, P R 14, Y6, PER 1'
DEPTH TO 11 P }ACED IN LAYERS NOT LESS THAN 1 ' IN OWN 01
OREAT11 THAN 4' IN DEPTH,
PROP, 10" A001EOATE BABE 0001111
�1
PROP, VAR, DEPTH AOOREOATE MME COURSE,
R
4' -S" CONCRETE CURB AHD DOTTER,
R1
IA' CNCRETE CURB AND DOTTER,
$
1" CONCRETE SWIM,
EARTH MATERIAL,
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VARIABLE DEPTH ASPHALT PAYENENT JOEE STANDARD MEDGINO DETAIL
SNEET N0,1 j
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MINA GROUND
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TO THIS LINE USE TICAL SECTION N0,1
-l� VA, 11 +25,16 TO 4- VA, 13 +84,42
PROM 10 +69.84 TO 11 +2516 OVERLAY
EXISTING PAVEMENT WITH 1,5" 514,58
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TYPICAL SECTION NO, 3 -1.- R 140 +65 TO -11- $TA, 274 +50
-l- STA, 280 +80 TO -1, A 305 +15
-le STA, 310 +00 TO -1 STA, 409 +50
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TYPICAL SECTION NO, 3 -1.- R 140 +65 TO -11- $TA, 274 +50
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GRADE TO THIS X USE TICAL MION NO, 5
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