HomeMy WebLinkAbout20141169 All Versions_Permit Drawings_201206046IF
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STATE OF NORTH CAROLINA STAuT(6� STAT8 PR078Cf R8P8R8NC8 N0. "Na'
JIM J�w� J�fw� f��fl� J��� JI� Nova R 2514C I
DIVISION OF HIGHWAYS STATE PROINO UPROIN0. MOTION
344411 PE
JONES COUNTY
LOCATION US 17 FROM NORTH OF MAYSVILLE
TO SOUTH OF NC 58
TYPE OF WORK, GRADING, PAVING, DRAINAGE,
AND STRUCTURES
NAD 8y
NSRS 2007
BEGIN CONSTRUCTION
THIS PROJECT IS NOT WITHIN ANY MUNICIPAL BOUNDARIES,
A^
RAT��I�A1
FOREST
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VICINITY MAP
STATE OF NORTH CAROLINA STAuT(6� STAT8 PR078Cf R8P8R8NC8 N0. "Na'
JIM J�w� J�fw� f��fl� J��� JI� Nova R 2514C I
DIVISION OF HIGHWAYS STATE PROINO UPROIN0. MOTION
344411 PE
JONES COUNTY
LOCATION US 17 FROM NORTH OF MAYSVILLE
TO SOUTH OF NC 58
TYPE OF WORK, GRADING, PAVING, DRAINAGE,
AND STRUCTURES
NAD 8y
NSRS 2007
BEGIN CONSTRUCTION
0.h1� pJ01i1 /
C
4
® 9
NI6F PI @� /PO
THIS PROJECT IS NOT WITHIN ANY MUNICIPAL BOUNDARIES,
THIS IS A PARTIAL CONTROLLED- ACCESS PROJECT WITH ACCESS BEING AT DESIGNATED POINTS ONLY,
CBEARING ON THIS PROJECT SHABB BE PERFORMED TO OMITS ESTABLISHED BY METHOD
>7
°
GRAPHIC SCALES
DESIGN DATA
PROJECT LENGTH
No* ID 4 Office V1
HYDRAULICS ENGLNEEI
DIVISION OF HIGHWAYS
ADT 2015 = 12 000
50 25 0 50 100
ADT 2035 = 17,700
]HO Birch Ridge Dr., Raleigh NC, 27W
DHV = 12 %
LENGTH ROADWAY TIP PROJECT R -2514C = 5,469 MILES
2806 STANOIRD SPECIFTranONS
PLANS
D = 60 %
LENGTH STRUCTURE OE TIP PROJECT R -2514C = 0,023 MILES
SIGNATURE. P.E.
50 25 0 50 100
T = 9 %
RIGHT OF WAY DATE,
JAMES A. SPEER, PE
��W
V = 60 MPH
TOTAL LENGTH OP TIP PROJECT R-2514C = 5,492 MILES
JUNE 21, 2013
PRO�ECTENCrvRER
ROADWAY DESIGN
PROHLE (HNZONTAI�
75T =5 % DUA1=4 %
ENGINEER
C t
10 5 0 10 20
LETTING DATE,
DANIEL W. GARDNER, JR., PE
;o
°
FLING CLASS = EXPRESSWAY
JUNE 16, 2015
PROJECT DESIGVENGm'EER
STATEWIDE TIER
PROPILE NERTIN
PE,
srcvdnRR,
0.h1� pJ01i1 /
C
4
® 9
NI6F PI @� /PO
Note; Not to Scale STATE OF NORTH CAROLINA
ISUE = Subsurface Utility Engineering DIVISION OF HIGHWAYS
BOUNDARIES AND PROPERTY'
State Line
County Line
Township Line
City Line
Reservation Line
CONVNIONAI PAN SHEET SYMBOLS
— — — RAILROADS'
— — — Standard Gauge
— — — RR Signal Milepost
— — — Switch
csw rAA ITATION Orchard
0
ui�aosr ss
Vineyard
su�cn
Property Line
-- RR Abandoned
+ + ++
Existing Iron Pin
OF RR Dismantled
-- - - - - --
Property Corner
— —x RIGHT OF WAY,'
Property Monument
Baseline Control Point
Parcel /Sequence Number
@ Existing Right of Way Marker
Existing fence Line
-X —X —X- Existing Right of Way Line
- --
Proposed Woven Wire Pence
6 Proposed Right of Way Line
Proposed Chain Link fence
E Proposed Right of Way Line with
Pro osed Barbed Wire fence
A Iron Pin and Cap Marker
EXISTING STRUCTURES'
WATER:
Wafer Manhole 0
Wafer Meter o
Water Valve 0
Q�aQ
Water Hydrant
�ioeyoro
Recorded 0 Water Line N—
Designated WG Water Line -- - -w - --
Above Ground Water Line Arc We,
MAJOR:
Bridge, Tunnel or Box Culvert CoNc
Bridge Wing Wall, Head Wall and End Wall - ) CDNC Q
MINOR:
Head and End Wall C NC HW
Pipe Culvert
TV:
TV Satellite Dish
TV Pedestal D
TV Tower
footbridge --- - - - - - N TV Cable Hand Hole "H
p Proposed Right Way Line w6 a Box: Catch Basin, DI or JB
Existing Wetland Boundary ____ Concrete or Granite m n g
-w`e Granite RNJ Marker
Paved Ditch Gutter
Proposed Weiland Boundary —W Proposed Control of Access Line with m
Existing Endangered Animal Boundary —E4e-
Concrete C/A Marker Storm Sewer Manhole
,-, Storm Sewer
EN Recorded USG TV Cable
----- Designated USG TV Cable jS,U'[1 --- -' ° - --
0
Recorded USG fiber Optic Cable
,— Designated USG fiber Optic Cable
Existing Endangered Plant Boundary
—EPe— Existing Control of Access ——
Known Soil Contamination Area or Site — Proposed Control of Access GAS:
Existing Easement Line __E__ UTILITIES'
Potential Soil Contamination: Area or Site — g Gas Valve
Proposed Temporary Construction Easement - —E— POWER:
BUILDINGS AND OTHER CULTURE,' Existing Power Pole Gas Meter
Tank Cap
Gas Pump Vent or M Proposed Temporary Drainage Easement— —IDE— Proposed Power Pole Recorded USG Gas Line °—
� b
0 Proposed Permanent Drainage Easement — —pD[— Designated TG Gas Line SUE - - - -
° - --
Sign s Existing Joint Use Pole g '
o Proposed Permanent Drainage /Utility Easement —DUE— Above Ground Gas Line Aic G" Well Proposed Joint Use Pole
Small Mine �, Proposed Permanent Utility Easement —PUE-
Proposed Temporary Utility Easement —M— Power Manhole 0
foundation SANITARY SEWER;
❑
Proposed Aerial Utility Easement —M— Power Line Tower � Saniia Sewer Manhole 0
Area Outline 0 Power Transformer ry
Power Cable Hand Hole
Cemete ry M Proposed Permanent Easement with Sanitary Sewer Cleanoui
0 �
Iron Pin and Cap Marker 0 Sanitary Sewer Line —SS—
Building � ROADS AND RELATED FEATURES' H —frame Pole �--�
School [r] Recorded USG Power Line P _ Above Ground Sanitary Sewer A c k,it y sewer
Existing Edge of Pavement - - - -- Recorded SS forced Main Line
Dam
Church � Designated N Power Line jS,U,E,N) --- -P - - - -
Existing Curb - - - -- Designated SS forced Main Line jS,U,E,'j - --- -FS - --
Proposed Slope Stakes Cut - -- - --
TELEPHONE:
HYDROLOGY,' Proposed Slope Stakes fill - -- f - --
Stream or Body of Wafer - - - -- Proposed Curb Romp CR
Existing Telephone Pole + MISCELLANEOUS:
Proposed Telephone Pole 0 Utility Pole 1
Hydro, Pool or Reservoir , Existing Metal Guardrail p p
- - - -J i Utility Pole with Base �
Jurisdictional Stream —is - -- Proposed Guardrail T T T T Telephone Manhole 0
Telephone Booth 0 Utility Located Object
Buffer lone 1 Existing Cable Guiderail ° ° °
o
Buffer lone 2 —sl i— . Telephone Pedestal 0 Utility traffic Signal Box �
Proposed Cable Guiderail � � � Utility Unknown U/G Line
Flow Arrow Arrow — — Equality Symbol Telephone Cell Tower LVG Disappearing Stream — — ® USG Telephone Cable Hand Hole xH Tank; Wafer Gas Oil —
Pavement Removal Underground Storage Tank, Approx, Loc usr
Spring �`�''^ VEGETATION' Recorded USG Telephone Cable '
A� Tank; Water, Gas, Oil
Wetland � Single Tree � Designated WG Telephone Cable (S,U,E'�- --- -' - - --
Geoenvironmental Boring
Proposed Lateral, sail, Head Ditch � Recorded USG Telephone Conduit '°-
� Single Shrub Q U� Test Hole jS.U,E,'j 0
false Sump Designated N Telephone ConduitjS,U.E,'t --- -'° - --
Hedge fiber Optics Cable Recorded USG Abandoned According to Utility Records — AATUR
—' F °—
Woods Line End of Information E,0,1,
Designated N fiber Optics Cable jS.U.E.T - - - - 'f ° - - -
d
u
T
0
1
u
d
N
NE
�f
Q of
�u
_a.
N
0DL
N 3L
z
7 Of
DOE
2
OV
PAVEMENT SCHEDULE
� REUMINARY PAVEMENT DESIGN
Ci
PROP MPRON 3' ASPHALT CONCRETE SURFACE COURSE, TYPE S92,
AT AN AVERAGE RATE OE 168 IBS PER SO, YD, IN EACH OE TWO LOVER$
J2
MR. 6' AGGREGATE BRSE COURSE
PROP. VAR DEPTH ASPHAIT CONCRETE SURFACE COURSE, TYPE S93, AT
C2
AN AVERAGE RATE Of 112 IBS. PEP SQ, YD, PER 1' DEPTH TO BE PLACED
13
PROP, VAR, DEPTH AGGREGATE BASE COURSE
IN IAYERS NOT LESS THAN IF" OR GREATER THAN 2' IN DEPTH.
D
PROP APPROM.3' ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 1195,
AT AN AVERAGE RATE Of 342 IBS, PER SQ, YD.
P
MME COAT AT THE PATE Of 035 GAT. PER SQ. YD,
PROP, VAR. DEPTH ASPHAIT CONCRETE INTERMEDIATE COURSE, TYPE 119OB,
D2
AT AN AVERAGE RATE Of 114 I.K. PER SQ, YD. PER I' DEPTH TO BE PLACED
T
EARTH MATERIAL
IN LAYERS NOT LESS THAN 2Y2" OR GREATER THAN 4' IN DEPTH
Ei
PROP MPROM 4' ASPHALT CONCRETE BASE COURSE, iYPE MM,
AT AN AVERAGE RATE Of 456 LBS, PER SQ, YD,
U
IVING PAVEMENT
E2
PROP. VAR DEPTH ASPHALT CONCRETE BASE COURSE, TYPE B25 0B,
AT AN AVERAGE RATE Of 114 I.M. PER SO YD PER 1" DEPTH TO BE PLACED
W
VARIABLE DEPTH ASPHAIT PAVEMENT SEE WEDGING MAKI
IN LAYERS NOT LESS THAN 4' OR GREATER THAN 5P," IN DEPTH,
JJ
PROP, 6" AGGREGATE BASE COURSE
NOTES: 1', PAVEMEM EDGE $LOPES ARE 1:1 UNLESS SHOWN OTHERWISE.
2I MILL KING PAVEMENT AT END OE GRADE TIE4 LOCATIONS.
10' b' 18' 12' 24' 46' 24' 12'
151 23' 23' 15'WGR
F l0 5 1 6 b 1 1 PS
u
Lu
4' 4' 4 4'
Z Cl PDPS Cl GRADE PDP fDPS GRADE Cl fDPS Cl
I POINT POINT
8' VC
04 ,025 .025 Q 02 .625 025 .D4
6;1 6J
31 6:1
TO 6.1 6:1
6.. 6" 6"
- 4° 14" _
GRADE TO THIS M L L GRADE TO THIS USE
4��R4,
10' PS
35' 15' R =65'
"v'd -
R=2'
4' PS
N
10' PS 10' PS
INSET A
TYPICAL SECTION NO,1
USE WITH TYPICAL SECTION N0, l:
STA,16 -75A NO U -TURN BULB, -UBUS - INTERSECTIONS
I- STA. 29 +00.00
-L- STA, 11- 60,00
-L- STA. 86 +90.00
STA. 165 - 00.00
-L-
STA. 181 +40.00
-L- STA. K6+1010
-I-
STA. M+1100
PROTECT REFERENCE NO SHEET N0.
R -2514C 2
ROADWAY DESIGN PAVEMENT DESIGN
ENGINEER ENGINEER
INCOMPLE E PLANS
DO NOT USE FOR /W ACQUISITION
PRELIMIN RY PLANS
DD NOT USE PQ CONSTRUCTION
USE TYPICAL SECTION NO.1 FOR
-I- STA, 10 +00.00 TO -L- STA. 101 +45.00 +/- BEGIN BRIDGEI
-I- STA, 102 +65.00 +l- SEND BRIDGEI TO -I.- STA, 300 +00.00
NOTE:
1I USE 3:1 FIII SLOPE IN WETLAND AREAS
-L- STA. 10+00.00 JLi) TO -L- STA 19 +50.00 IETI
-I- STA. 10+00.00 �Ri TO -I- 5TA.11 -2500 ART
-I.- STA 20 +50.00 �RTJ i0 -L- STA 101 -45,00 �RTI
-I- STA. 23 +90.00 MITI TO -I- STA.24 +50.00 ITT
-I- STA. 33 +00.00 �1� TO -I- STA. 37 +50.00 ITT
-I- STA. 62 +00.00 �I� TO -I- STA. 66 +50.00 IETI
-I.- STA 18 +00.00 X11 TO d- STA 83 +0000 11 I
-I -$196 +00.00 X111 TO -L -STA 101 +45.00 �IT�
-I.- STA, 102 +65.00 IRT) TO -L- STA. 106 + 00.00 ART
6;1 -I- STA. 106+00.00 LT) TO I STA.109 -50.00 MITI
-I.- STA. 118 - 00.00 TO -I- STA. 124 +50.00 JRT
-I- STA. 04.00 lij TO -L- STA, 131 +50.001111
VARIABLE -I,- STA 128 +00.00 RTI TO -L- STA. 151+50.00 ART
SLOPE -I- STA .143 +50.00 Ili) TO -I- STA.151 +50001117
SEE X- SECTIONS
I- STA. 15400.00 IRTI TO -I- STA. 164 +50.00 ART)
-I- STA. 111- 50.0011Tj TO 4- STA. 173 +00.00 MITI
-L- STA 113 +00.00 IRTI TO -L- STA, 113 +50,00 ART)
-I- M.180 +00.00 Rj TO -L- STA. 181 +00.00 IRT�
-L- STA 194 +50.00 RT) TO -L- STA. 195 + 00.00 ART
-I- STA. 256 + 00.00 �RTJ TO -1- 5TA.262 -50.00 �RTJ
-I- STA. 258 + 00.00 MITI TO -I- STA 260 +5000 SIT
-1- STA. 265 + 50.00 �RTJ iO -1- STA. 271 +00.00 RTI
-L- STA 269 +00.00 �LTI TO -I- STA 210 +0000 ALT
TH TYPICAL SECTION NO, l:
.234 +21.30 I-Y1- INTERSECTIONI
6
M ECT REPERENCE NO SHEET N0.
R -2514C 2-A
ROADWAY DESIGN PAVEMENT DESIGN
ENGINEER ENGINEER
INCOMPLE E PLANS
DO NOT USE FOR /W ACQUISITION
PRELIMM. RY PLANS
DO NOT USE PO CONSTRUMON
—IBUS -
ID' 6' 18' 8' VAR. 3010 24' 8' 30'
illW'GR '24' lllwkR
Z a 2' 2' Zo
PAVEMENT SCHEDULE
Du FDPS I'DPS0.
w � Cl GRADE w USE TYNCAI SECTION NO.2 fOR; Cl 3° nPE s95B
Z o POINT ? 4BU5- STA. 11 +01.19 i0 -LBUS- STA, 12 +01.19 C2 VAR. DEPTH TYPE S93
�1 I 08 .02 02 08 I 14BUS- STA 12 +0179 TO 48US- STA 14 +2649
4:1 61 6:1 NOTE
DI 3' TYPE HME
6:1
l� USE 3:1 PIII SLOPE IN WETLAND AREAS D2 VAR. DEPTH TlE 119.08
0° -IBUS- STA. 11 +01.19 �IT� TO -IBUS -STA 12+1000 (1i
El Dl El 1 VARIABLE -IBUS- STA.11 +01.19 �RT� TO 46US- STA. 13 +0000 ART El 4" IYPE B2S.OB
GRADE TO THIS LINE SLOPE
SEE X- SECTIONS E2 VAR. DEPTH TYPE B25,OB
f j 8' AGGREGATE BASE COURSE
TVPICk SECTION NO, 2 J2 6" AGGREGATE BASE COURSE
J3 VAR. DEPTH AGGREGATE BASE COURSE
p PRIME COAT
T EARTH MATERIAL
MISTING PAVEMENT
W WEDGING
Yl-
-YIA-
12' 6' VA. 18'
"VAR 30' TO 25.15'
" "24'
2 2'
fDPS fDPS
Cl GRADE
POINT USE TVPICAI SECTION NO.3 Mk:
08 12 A2 08 -Yl- STA. 14 +11.43 TO -n- STA. 15 +11.43
71 p;l Y ' -Yl -STA. 18 +29,30 TO -Yl- STA. 19 +00.00
�qR 4- STA. 10 +15.00 TO -YIA- STA. 14 +49.16
7"
T gITO
El S:)
GRADE TO THIS IINE
TYPICAL SECTION NO, 3
Y1-
4 -nA-
12' 6' VAR.257570 24' 6'
` 24
2 2
FV5 PDPS
C1 CROWN
GRADE C1 USE TYNCAI SECTION N0, 4 fOR;
POINT
-Yl- STA• 19 +00,00 TO -Y1- M. 19 +29,30
112 01 Og+ -Yl- STA.19 +29.30 TO -Yl- STA.21 +2302
1 4,1 ' -Y1A- STA.10 +00.00 TO -rA- STAJM5,00
— — �qR
T 71, 7'� T H2T0
El U EI S•�
GRADE TO THIS LINE
0
01 TYPICAL SECTION NO, 4
N
N
Qo
_a
N
00
N3
10
ZD
70
�0
0
014
6
M ECT REMERENCE NO SHEET N0.
R -2514C 2-B
ROADWAY DESIGN PAVEMENT DESIGN
ENGINEER ENGINEER
INCOMPLE E PLANS
DO NOT USE FOR /W ACQUISITION
PRELIMM. RY PLANS
DO NOT USE PO CONSTRUMON
-YA-
8' 6' VAR, 30' i0 24' 6'
24
PAVEMENT SCHEDULE
Cl 3" TYPE S9 5E
Cl GRADE
POINT
USE TYPICAT SECTION NO.5 TOR:
C2 VAR. DEPTH TYPE S93
d; .09 02 .02 .08
-� ,.
-YA- STA, 10 +69,48 TO -YA- STA. 11 -69,48
pj 3" TYPE 69.08
' -YA- STA. 11 +69A8 TO -YA- STA. 11 +18.51
�qR
111
D2 VAR. DEPTH TYPE 119 .06
T i 10
E1 6:1
El 4' m B2S.OB
GRADE TO THIS UNE
E2 VAR. DEPTH TYPE B25,OB
8' AGGREGATE BASE COURSE
TYPICAL SECTION N0.5
J2 6" AGGREGATE BASE COURSE
J3 VAR. DEPTH AGGREGATE BASE COURSE
P PRIME COAT
T EARTH MATERIAL
MISTING PAVEMENT
W WEDGING
4V2-
81 2' VAR. 3010 18' 2'
�181
rw12'
USE MCA[ SECTION N0.6 fOR:
-DRVI- STA, 10+600 iO -DRVI- STA 11 +4500
GRADE
" -DRVI- STA, 11 +45.00 TO -DRVI- STA, 1400.00
POINT
"" -DRV2- STA. 10 +0000 TO -DRV2- STA. 12 -43.81
3� A2 A2
p;l
"- DRV2A- STA. 10 +14.23 TO - DRV2A- STA, 10 +88.12
SFFk
NOTE:
6„ fqR,
1� USE 3:1900 SLOPE IN WETLAND AREAS
T T FC1j0N
-DRV2- STA. 12+00.00 � TO -DRV2- STA. T2 +43.81 OJT
l2
S
- DRV2 - STA. 12 +00.00 JRT TO -DRV2- STA. 12 -4381 RTC
GRADE iO THIS UM
TYPICAL SECTION NO, 6
Y- CUT -DE -SAC
4
-Y2- M- DE-SAC
8' 6' VAR. 12' TO 40' VAR. 12' TO 40' 6'
'VAR. 10' iO 40' 'VAR. 10' iO 40'
24' �MFING)
`20' �R 5TING�
Cl Cl CROWN Cl Ci
USE iVICAT SECTION NO.1 FOR
POINT
-Y- STA. 24 14 00 TO -Y- STA 25 +41.08
d1 `B ExIST. EXIST 08
1-Y2- STA. 13 +81,00 iO -Y2- STA. 1489.71
` -Y2- STA. 19 +50.00 iO -Y2- STA 20 +5250
1"
i T
El U U El
GRADE TO THIS UNE
d
0
TYPICAL SECTION NO, 7
1
N
N
Qo
_a
N
00
N3
10
ZD
70
�0
0
014
41'-1" OUT TO OUT 1
38' PACE Of RAID TO FACE
GRADE
POINT
STRUCTURE TYPICAL SECTIONS
SNOT TO Kkq
4 -I- SUS H OVER W11DUfE CROSSINGI
41'-2' our TO our
1' -1" 38' PACE Of RAIE 10 PACE Of RAII 1-1"
4' 24' 1o'
1.. 1„
GRADE
POINT
TYPICAL SECTION ON -I-
-I- 5TA.101 +45.00 + /- BEGIN BRIDGES TO 5TA,102 +65.00 + / SEND BRIDGE)
q WILIFE CROSSING
TYPICAL SECTION UNDER STRUCTURE
T
1
N
NE
,f
QDE
_a.
N
N 3L
ZD
70
-L- DESIGN DATA
ADT 2015 = 12,000
ADT 2035 = 17,700
D = 60%
DHV = 12%
TTST = 5%
DUAL = 4%
V = 60 mph
FUNC. CLASS = EXPRESSWAY
MINIMUM VERTICAL CLEARANCE = 10'-0`
DESIGN DATA
MINIMUM VERTICAL CLEARANCE = 10' All
MINIMUM HORIZONTAL CLEARANCE = 60'•0"
C SLOPES DETERMINED BY
GEOTECHNICAL ENGINEERING UNIT
NCOMPLE rE PLANS
DO NOT USE FOR /W ACQUISITION
IRELIMIN RY PLANS
DO NOT USE FO CONSTRUCTION
SEE PLAN SHEET 11
EROIECT REFERENCE NO
SHEET N0.
R -2514C
2-C
ROADWAY DESIGN I
PAVEMENT DESIGN
ENGINEER
ENGINEER
NCOMPLE rE PLANS
DO NOT USE FOR /W ACQUISITION
IRELIMIN RY PLANS
DO NOT USE FO CONSTRUCTION
SEE PLAN SHEET 11
PROPOSED US 17
1,100 12,000
11,4000p Ghp 11,100
o�
0
N�
Wz
AOT w
205 TRAFFIC OIA M
I
DIVA NAGS S PREI M NARY ODD PAR q5
— - / ,,0
IB GI106 25 4Cl 5 +00,00/
{ ,
-BL-106 PINC 243+4 }
(END R2514B)
-L- POC Sto,16 +1500=
I& POT 510,10+00,00 �
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\ S OB 0 PG 339 E / / / 40 p E�
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ENGINEER ENGINEER
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RELIM �N RY PLANS S
� r
a
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OS�%t45'As 0,
10P 0
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-L-
-LBUS-
Pls Sto 12 +1185
PI Sto 16+95,31
PI Sto 13 +1268
6s -- 411'326
A ° 2P9519(LT)
A - 4508'209IRT)
Ls - 24OX
0.3"2531 °
0 =1505'549°
LT -- 160Y
L : 7991'
L - 24158'
ST - 8004'
T - 39151'
T =121,11'
R - 1,64000'
R - 30000'
SE = 06
SE - SEE PLANS
PO = 240'
' �Illlii
�IIIIIII
I
DIVA NAGS S PREI M NARY ODD PAR q5
— - / ,,0
IB GI106 25 4Cl 5 +00,00/
{ ,
-BL-106 PINC 243+4 }
(END R2514B)
-L- POC Sto,16 +1500=
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20
9n
SEE SHEET
8 POR
PLAN VIEW
60 61 62 63
64 65 66
67 68 69 70
71 72 73 74
60
11
Him,
imil,
60
111111
11
1
11
1 111
11
111
11
11
"'i-7T.
I Hill
111111111
Hill
1
1111111
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11
1
11
11
11
7
7
...
40
40
1
717
Hill
-M�-
M
30
0
0
Q
0
L)
BM3 EEEVATION
= 40,96'
N
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N 435960 112528525
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BE 5TATION I8 +53 228' RIGHT
�a
RR SPIKE IN 20" OAK
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N
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OO
21
2
HE
12
SEE SHEET
9 V
UN VIEW
zp
M#
jo
-�lq
74 75 76 11
78 79 80
81 82 83 84
85 86 87 88
00
PROTECT REREBI NO SHEET NO.
6
R -2514C 31
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RoaowAr uESICN
HroRauucs
ENGINEER
ENGINEER
INCOMPLE
rE PLANS
DO NOT USE
FOR /W ACOUISUMON
PRELIMM.
RY PLANS
DO NOT USE SO CONSTRUMON
-L-
60
60
50
50
111111111
11
11 1
Hill
IIIIIIIII
Hill
IIIIIIIIIIIII
III
40
40
11
111111
1 111
IIIIIIIT
III
III
IIIII
Hill
11
Hill
IIIIIIIIIIIIII
SEE SHEET
10 V
PAN
VIEW
88 89 90 91 92 93 94 95
96 91 98 99 100 101
Ell
PI =102+0000
EL : 57Y
VC = 610'
K =1022 IDS ) 60 NPH)
60
11111111111
Hill
I
111
0
11117K
IT
1wn
A
111/1
HIM
III
Hill
I
Hill
IIIIIIIII
I
50
50
40
T7
1...
40
1 11
111
111
119
HIM
7711
1111
r7
17M
1110
0
0
Q
0
IL
BM4 EEEVATION
= 38,91'
�!
N 438118 E 2528242
11 Du
BE STATION 100 +12 391'RIGHT
�a
RR SPIKE IN 20" EEANING PINE
N�
OO
SEE
SHEET
11 POR
PU,N VIEW
N p 0
jo
101 102 103 104 105 106 107 108
109 110 111 112 113 114 115
oa:
PROTECT EEC NO SHEET NO.
R -2514C 32
ROADWAY DESIGN HYDRAMCS
ENGINEER ENGINEER
INCOMPLE E PLANS
DO NOT USE FOR /W ACOUISUMON
PRELIMIN RY PLANS
W NOT USE FO CONSTRUMON
BM5 ELEVATION = 4152'
N 439869 1 2527405
BI STATION 118 +97 240' RIGHT
RR SPIKE IN 16" PINE
PI = 144+DD,Dp
EL - 4891'
VC =100'
K =1167 (DS > 60 KPH)
9M6 ELEVATION = 4313'
N 441959 E 2526345
8I STATION 141 +52 227' LEFT
RR SPIKE IN 9" PINE
RROIECT EEC NO SHE NO.
R -2514C 33
ROADWAY MION HYDRAULICS
ENGINEER ENGINEER
INCOMPLE E PLANS
DO NOT USE FOR /W ACOUISUMON
PRELIMIN RY PLANS
W NOT USE FO CONSTRUMON
6M7 111XION = 40,86'
N 443809 E 2526516
61 STATION 160 +22 245[IF
RR $PIKE IN 12" GUM
SEE SHEET 15 FOR W VIEW
155 156 157 158 159 160 161 162 163 164 165 166 167 168
PI =163ex
EL : 42
VC - T
K - 1161(DS ) 60 UPH)
BM8 ELEVATION = 33,35'
N 445139 112527202
B1 STATION 180 +25 266' RIG
RR SPIKE IN 8" MAPLE
RROIECT EEC NO SHEET NO.
R -2514C 34
ROADWAY DESIGN HYDRAMCS
ENGINEER ENGINEER
INCOMPLE E PLANS
DO NOT USE FOR /W ACOUISUMON
PRELIMIN RY PLANS
W NOT USE FU CONSTRUMON
PI= 113+00,00
EL - 0
VC - v
K =13331DS ) 60 IIPH)
PI- Doom
EL - 4111'
VC = 100
K =1161(DS ) 60 YPH)
SEE SHEET 17 MR W VIEW
189 190 191 192 193 194 195 196
PI: 10
EL = 435r
VC = 800'
K =1333 IDS > 60 MPH)
PI = 20600
EL - Our
VC - 800'
K =1333 IDS) 60 MPH)
RROIECT EEC NO SHEET NO.
R -2514C 35
ROADWAY DESIGN HYORAU[ICS
ENGINEER ENGINEER
INCOMPLE E PLANS
DO NOT USE FOR /W ACOUISUMON
PRELIMIN RY PLANS
W NOT USE FO CONSTRUMON
PI= 2229M
EL -- 4V
VC: 800'
K =1333 IDS > 60 VH)
SEE SHEET I FOR W VIEW
211 212 213 214 215 216 217 218 219 220 221 222 223 224
RROIECT EEC NO SHEET NO.
R -2514C 36
ROADWAY DESIGN HYORAU[ICS
ENGINEER ENGINEER
INCOMPLE E PLANS
DO NOT USE FOR /W ACOUISUMON
PRELIMIN RY PLANS
W NOT USE FO CONSTRUMON
PI = 235 +100
EL = 411
VC = 9a
K =1500 IDS ) 60 NPH)
PI = 241 +50 0
EL - 457a
VC - 90a
K =1500 IDS ) 60 IIPH)
SEE SHEET 21 fOR PLAN VIEW
238 239 240 241 242 243 244 245 246 247 248 249 250 251
PROTECT EEC NO SHEET NO.
R -2514C 3l
ROADWAY DESIGN HYDRAMCS
ENGINEER ENGINEER
INCOMPLE E PLANS
DO NOT USE FOR /W ACOUISUMON
PRELIMIN RY PLANS
W NOT USE FO CONSTRUMON
BMII ELEVATION = 36.69'
N 453048 112527040
81 STATION 252-81516' IEET
RR SPIKE IN 15" PINE
SEE SHEET 22 V PLAN
251 252 253 254 255 256 257 258 259 260 261 262 263
-I-
SEE HE 23 V PLAN VIEW
263 264 265 266 267 268 269 270 271 272 273 274 275 276 277
PROTECT EEC NO SHEET NO.
R -2514C 38
ROADWAY DESIGN HYDRAMCS
ENGINEER ENGINEER
INCOMPLE E PLANS
DO NOT USE FOR /W ACOUISUMON
PRELIMIN RY PLANS
W NOT USE FO CONSTRUMON
PI= 281 0
EL - 3370'
VC = 900'
K =4 (OS ) 60 IIPH!
PI= MIDI)
EL - FS
VC =T
K =1214 (05 ) 60 #PHI
BMl3 I VATION = 26,14'
N 456740 E 2528046
BI RATION 290 +39169' [Efi
RR SPIKE IN 8" MAPLE
SEE SHEET 25 fOR PU,N
290 291 292 293 294 295 296 297 298 299 300 301 302 303
EROK EEC NO SHEET N0.
R -2514C 39
..... .. ....... I _Vl ^ _ �V ^ RoAOwpr OESICN HMINER
u v J I I n I n ENGINEER ENGINEER
PI - P15D0
EL - 4196'
VC - IF PI= IM52
K - J5 IDS ) 35 #PH) EL - 4151`
VC =180
K - 641DS = 40 #PH)
SEE SHEET 4 V PLAN VIEW Q
10 11 12 13 14 10
PI =15 +23DO
EL - 3918'
VC =180
K =11(DS ) 40 PH)
PI =14IN
EL - MS
VC : 50
K - 294 (DS ) 60 #PHI
SEE SHEET 27 U NN
11 12 13 14
PI =1PMO
EL - 39Y
VC =150
K = 57 (DS ) 35 PH)
PI =10455DO
EL - 40B
VC =80
K =16 (DS ) 25 PH)
PI - 11 +35D0
EL : 3934'
VC =80
K = 31 OS - JO PH)
$EE SHEET 27 f R PLAN
-Vl-
PROTECT REREBI NO SHEET NO.
R -2514C 40
ROADWAY GESIGN HYDRAULICS
ENGIN I ENGINEER
-0RVI-
PI - Pox
EL : If
VC =180'
K - 56 IDS ) 35 UPHI
SEE SHEET 9 MR UN VIEW 1 0 1111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111 SEE SHEET 9 POR PLAN VIEW
10 11 12 13 10 11
PI =10 +26,00
PI =12 +25A0
EL = 4199'
EL =4923`
VC = 40
VC =19
K = l IDS : 20 PH)
K = 29 IDS = 35 NPHI
PI =10 +66,00
PI =10f15A0
EL - 3975'
VC - 40'
EL = 392
K - l fX l 15 PHI
VC =150'
K = 26 fDS = 25 PHI
IIIIIIIIII
SEE SHEET 9 MR UN VIEW 1 0 1111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111 SEE SHEET 9 POR PLAN VIEW
10 11 12 13 10 11