HomeMy WebLinkAbout20190585 Ver 1_B4593 Roadway Plans_201905030-
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See Sheet I For Conventional Plan Sheet Symbols
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PROJECT 1335 1323ritt
B-4593 �a
1322
c w� 131556
oaaGibbto n sp
1335 a
1315 Callisons
Callison Road
TO 13AY130RO
STATE OF NORTH C'AROIL.IN>>
DIVISION OF HIGHWAYS
PAMLICO
COUNTY
LOCATION. BRIDGE NO.38 ON NC 55 OVER TRENT CREED
TYPE OF WORD: GRADING, DRAINAGE, PAVING AND STRUCTURE.
STATE
STATE PROJECT REFERENCE NO.
SHEET
NO.
TOTAL
SHEETS
N.C.
B-4593
I
STATE PROJ. NO.
F. A. PROD. NO.
DESCRIPTION
38422.1.2
—
PE
38422.2.1
—
R1W, Utilities
38422.3.1
—
CONST.
Np,O
Prepared in the Office of: HYDRAULICS ENGINEER
GRAPHIC SCALES DESIGN DATA PROJECT LENGTH 504 Meadowland Drive ,. ` 7i4o
,,SU�Jt4IT
Hillsborough, NC 27278-8551 ; ��N �/,j,
ADT 2019 = 5576 Voice: (919) 732 3883 �' :9
ADT 2040 = 8600 LENGTH ROADWAY TIP PROJECT B-4593 = 0.254 MILES Fax: (919) 732-6776 SEAL
50 25 0 50 100 DESIGN AND ENGINEERING SERVICES www.summitde.net - 046226
FIRM NO. P-0339 '�'•
K = 8 % 2018 STANDARD SPECIFICATIONS %�J'p '' E?!G!N�`•' • �� �` ° �� �`°'
LENGTH STUCTURE TIP PROJECT B-4593 = 0.030 MILES
PLANS D = 55 %
T = 9 % TOTAL LENGTH OF TIP PROJECT B-4593 = 0.284 MILES P.E.
SIGNATURE: t°
50 25 0 50 l00 V = 60 MPH RIGHT OF WAY DATE: BRANDON W. JOHNSON, PE a
— 5 MPH N O V E M B E R 1, 2018
V0
VET PROJECT ENGINEER ROADWAY DESIGN
— ENGINEER ss ' � c�
PROFILE (HORIZONTAL) _ p o
* TTST = 2 % DUAL — 7% SEAL Q °�
LETTING DATE: FAITH E. JAH N KE PE 046981
10 5 0 10 20 FU N C CLASS - NCDOT CONTACT. DAVI D STUTTS, PE PROJECT DESIGN ENGINEER �'.,��'
MAJOR COLLECTOR JULY 17, 2019 .;'�'E 1N'�`�.��'
VERTICAL P.E.
PROFILE
(VERTICAL) REGIONAL TIER SIGNATURE:
c0
BOUNDARIES AND PROPERTY.-
State Line
County Line
Township Line
----- -----
City Line
Reservation Line
Property Line
Existing Iron Pin
O
EIP
Computed Property Corner
Property Monument
EC
Parcel/Sequence Number
@
Existing Fence Line
X X X
Proposed Woven Wire Fence
Proposed Chain Link Fence
El
Proposed Barbed Wire Fence
9
Existing Wetland Boundary
- - - -WEB
Proposed Wetland Boundary
WLB
Existing Endangered Animal Boundary
EAB
Existing Endangered Plant Boundary
EPB
Existing Historic Property Boundary
HPB
Known Contamination Area: Soil
S
Potential Contamination Area: Soil
- s -
Known Contamination Area: Water
W
Potential Contamination Area: Water
- -
W-Contaminated Site: Known or Potential
BUILDINGS AND OTHER CULTURE:
Gas Pump Vent or U/G Tank Cap
O
Sign
S
Well
W
Small Mine
Foundation
0
Area Outline
Cemetery
fi
Building
School
Church
Dam
HYDROLOGY.-
Stream or Body of Water
Hydro, Pool or Reservoir
IF—
Jurisdictional Stream
is
Buffer Zone 1
Bz I
Buffer Zone 2
Bz 2
Flow Arrow
< -- ---
Disappearing Stream
-- ---
Spring
Wetland
Proposed Lateral, Tail, Head Ditch
FLOW
False Sump
STATE OF NORTH CAROLINA, DIVISION OF HIGHWAYS
CONVENTIONAL PLAN SHEET SYMBOLS
RAILROADS.• Note: Not to Scale *S. U.E. = Subsurface Utility Engineering
Standard Gauge
RR Signal Milepost
Switch
RR Abandoned
RR Dismantled
CSX TRANSPORTATION
0
MILEPOST 35
0
SWITCH
RIGHT OF WAY & PROJECT CONTROL:
Secondary Horiz and Vert Control Point
Primary Horiz Control Point
Primary Horiz and Vert Control Point 10
Exist Permanent Easment Pin and Cap 0
New Permanent Easement Pin and Cap 0
Vertical Benchmark m
Existing Right of Way Marker 0
Existing Right of Way Line
New Right of Way Line w
New Right of Way Line with Pin and Cap R
New Right of Way Line with
Concrete or Granite R/W/ Marker
New Control of Access Line with
Concrete C/A Marker
Existing Control of Access
New Control of Access
Existing Easement Line
New Temporary Construction Easement
New Temporary Drainage Easement
New Permanent Drainage Easement
New Permanent Drainage / Utility Easement
New Permanent Utility Easement
New Temporary Utility Easement
New Aerial Utility Easement
ROADS AND RELATED FEATURES:
Existing Edge of Pavement
Existing Curb —
F110
v
ins 0
'\,A/'
n
-E-
-E-
TDE
PDE
DUE
PUE
TUE
AUE
Proposed Slope Stakes Cut
- - - C - - -
Proposed Slope Stakes Fill
- - - F - - -
Proposed Curb Ramp
cR
Existing Metal Guardrail
T T T
Proposed Guardrail
T T T T
Existing Cable Guiderail
Proposed Cable Guiderail
Equality Symbol
Pavement Removal
VEGETATION.-
Single Tree
Single Shrub
Hedge
Woods Line
Orchard
Vineyard
EXISTING STRUCTURES:
MAJOR:
Bridge, Tunnel or Box Culvert
Bridge Wing Wall, Head Wall and End Wall -
MINOR:
Head and End Wall
Pipe Culvert
Footbridge
Drainage Box: Catch Basin, DI or JB
Paved Ditch Gutter
Storm Sewer Manhole
Storm Sewer
UTILITIES:
POWER:
Existing Power Pole
Proposed Power Pole
Existing Joint Use Pole
Proposed Joint Use Pole
Power Manhole
Power Line Tower
Power Transformer
U/G Power Cable Hand
Hole
H-Frame Pole
U/G Power Line LOS B
(S.U.E.*)
U/G Power Line LOS C
(S.U.E.*)
U/G Power Line LOS D
(S.U.E.*)
TELEPHONE:
Existing Telephone Pole
Proposed Telephone Pole
Telephone Manhole
Telephone Pedestal
Telephone Cell Tower
U/G Telephone Cable Hand
Hole
U/G Telephone Cable LOS B
(S.U.E.*) -
U/G Telephone Cable LOS C
(S.U.E.*) -
U/G Telephone Cable LOS D (S.U.E.*) -
U/G Telephone Conduit LOS
B (S.U.E.*)
U/G Telephone Conduit LOS
C (S.U.E.*)
U/G Telephone Conduit LOS
D (S.U.E.*)
U/G Fiber Optics Cable LOS
B (S.U.E.*)
U/G Fiber Optics Cable LOS
C (S.U.E.*)
U/G Fiber Optics Cable LOS
D (S.U.E.*)
0 0 0 0
Vineyard
CONC
) CONC WW
/ CONC HW \
CB
O
P
P
P
- T - - - -
-T- -
T
TC -
--TC--
TC
T FO
-
-TFO--
T FO
WATER:
Water Manhole
Water Meter
o
Water Valve
Water Hydrant
U/G Water Line LOS
B (S.U.E*)
- - - -W- - - -
U/G Water Line LOS
C (S.U.E*)
___W__
UJG Water Line LOS
D (S.U.E*)
W
Above Ground Water
Line
A/C Water
k
TV
Pedestal
TV Tower
U/G
TV Cable Hand Hole
19
U/G
TV Cable LOS B
(S.U.E.*)
- - - -TV- - - -
U/G
TV Cable LOS C
(S.U.E.*)
- -TV- -
U/G
TV Cable LOS D
(S.U.E.*)
TV
U/G
Fiber Optic Cable
LOS B
(S.U.E.*)
- - - -TV FO- - -
U/G
Fiber Optic Cable
LOS C
(S.U.E.*)
- -TV F°-
U/G
Fiber Optic Cable
LOS D
(S.U.E.*)
TV FO
GAS :
Gas
Valve
Gas
Meter
U/G
Gas Line LOS B
(S.U.E.*)
- - - -°- - - -
U/G
Gas Line LOS C
(S.U.E.*)
- -°- -
U/G
Gas Line LOS D
(S.U.E.*)
°
Above
Ground Gas Line
A/G Gas
SANITARY SEWER:
Sanitary Sewer Manhole
Sanitary Sewer Cleanout
U/G Sanitary Sewer Line
Above Ground Sanitary Sewer
SS Forced Main Line LOS B (S.U.E.*)
SS Forced Main Line LOS C (S.U.E.*)
SS Forced Main Line LOS D (S.U.E.*)
MISCELLANEOUS:
Utility Pole
Utility Pole with Base
Utility Located Object
Utility Traffic Signal Box
Utility Unknown U/G Line LOS B (S.U.E.*)
U/G Tank; Water, Gas, Oil
Underground Storage Tank, Approx. Loc. -
AIG Tank; Water, Gas, Oil
Geoenvironmental Boring
U/G Test Hole LOS A (S.U.E.*)
Abandoned According to Utility Records -
End of Information
A/C Sanitary Sewer
- - - -FSS- - - -
FSS
FSS
•
0
0
0
PAVEMENT SCHEDULE
(FINAL)
PROP. APPROX. 11/2" ASPHALT CONCRETE SURFACE COURSE, TYPE S9.513,
C1 AT AN AVERAGE RATE OF 165 LBS. PER SO. YD.
PROP.
APPROX.
3" ASPHALT CONCRETE
SURFACE COURSE, TYPE S9.513,
C 2
AT AN
AVERAGE
RATE OF 165 LBS. PER
SQ.
YD. IN EACH OF TWO
LAYERS.
PROP.
VAR. DEPTH ASPHALT CONCRETE
SURFACE COURSE, TYPE S9.513,
C 3
AT AN
AVERAGE
RATE OF 110 LBS. PER
SQ.
YD. PER 1" DEPTH. TO
BE PLACED
IN
LAYERS NOT TO EXCEED
11/2"
IN DEPTH.
D1
PROP.
APPROX.
2%2" ASPHALT CONCRETE INTERMEDIATE COURSE,
TYPE
I19.00,
AT AN AVERAGE RATE OF
285
LBS. PER SO. YD.
PROP.
VAR. DEPTH ASPHALT CONCRETE
INTERMEDIATE COURSE,
D 2
TYPE
I19.00,
AT AN AVERAGE RATE OF
114
LBS. PER SQ. YD. PER 1"
DEPTH,
TO BE
PLACED IN LAYERS NOT
LESS
THAN 21/2" IN DEPTH OR
GREATER
THAN
4" IN DEPTH.
E1
PROP.
APPROX.
4" ASPHALT CONCRETE
BASE
COURSE, TYPE B25.00,
AT AN
AVERAGE
RATE OF 456 LBS. PER
SQ.
YD.
PROP.
VAR. DEPTH ASPHALT CONCRETE
BASE
COURSE, TYPE B25.00,
E 2
AT AN
AVERAGE
RATE OF 114 LBS. PER
SO.
YD. PER 1" DEPTH. TO
BE PLACED
IN
LAYERS NOT LESS THAN
3" IN
DEPTH OR GREATER
THAN
51/2" IN
DEPTH.
J
PROP.
6" AGGREGATE BASE COURSE.
P PRIME COAT AT THE RATE OF .35 GAL. PER SO. YD.
R I SHOULDER BERM GUTTER
T I EARTH MATERIAL.
U I EXISTING PAVEMENT.
V I VARIABLE MILLING BITUMINOUS PAVEMENT. 0" TO 11/2"DEPTH.
W VARIABLE DEPTH ASPHALT PAVEMENT (SEE STANDARD WEDGING DETAIL)
NOTE: PAVEMENT EDGE SLOPES ARE 1:1 UNLESS SHOWN OTHERWISE.
GRADE TO THIS LINE
PARTIAL TYPICAL
USE IN
CONJUNCTION
WITH TYPICAL SECTION #2
-L-
STA. 15 + 34.93
TO
STA. 15 + 97.83
LT
-L-
STA. 15 + 80.25
TO
STA. 15 + 97.83
RT
-L-
STA. 18 + 06.17
TO
STA. 18 + 24.00
LT
-L-
STA. 18 + 06.17
TO
STA. 18 + 24.00
RT
SURVEY
Detail Showing Method of Wedging
VARIABLE )
SLOPE
SEE Y7
X-SECTIONS
8' 12'
11' w/GR
4' PS
GRADE TO THIS LINE
6 :1
VARIABLE �
SLOPE
SEE
X-SECTIONS
m:l
El l Dl
11' w/G R
T
25'/inch of surface lift
MILL EX. PAVEMENT
---------------
MIND
ID5"
EXISTING
PAVEMENT
NOTE.A TEMPORARY ASPHALT WEDGE
1.5" WILLBE REQUIRED IMMEDIATELY AFTER
MILLING TO ENSURE SMOOTH TRAVEL IF
THE FINAL LAYER OF SURFACE COURSE
IS NOT PLACED ON THE SAME DAY AS
MILLING.
INCIDENTAL MILLING PAVEMENT KEY -IN DETAIL (TIE-IN)
-L- STA 11 + 00.00 TO 11 + 37.50
-L- STA 2 6 + 62.50 TO 2 7 + 00.00
STATION RANGES ARE APPROXIMATE ONLY.
GRADE MAY BE ADJUSTED BY ENGINEER
TO ENSURE A PROPER TIE-IN.
I
T 12' 8' 12' MIN.
E
I
I -
GRADE
C1 I POINT
0.02 1 0.02
9.5" w 9.5"
EXIST PAVEMENT
TYPICAL SECTION NO. 1
-L- (NC 55)
I
12' 12'
C2)
0.02
GRADE
POINT
0.02 ,
U 9.5"
GRADE TO THIS LINE
TYPICAL SECTION NO. 2
-L- (NC 55)
I
12' 12'
11' w/GR
4' PS E
D1 El
,a
6:7
6'
GRADE TO THIS LINE
USE TYPICAL SECTION NO. 1
PROJECT REFERENCE NO. SHEET NO.
B-4595 2A-1
ROADWAY DESIGN PAVEMENT DESIGN
ENGINEER ENGINEER
O��,�11F1E11111/►Nj,
NCAR o�, •� •.•,i�\\\`.'e\NF\\11C11A111R1/O`�z�
'/ssO�0q�
'�/
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,
Z7;
SEAL - = SEAL
046981 = = 022896 =
'����1111►►►�` �,, S. Ml
'��IIIII1111\\`
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
Prepared in the INC FIRM LICENSE No: P-0339
Office of: SUHt ITT 504 Meadowlands Drive
1 Hillsborough, NC 27278
DESIGN AND ENGINEERING SERVICES (919) 732-3883
919) 732-6676 (FAX)
NOTE: PLACE FDPS TO
FACE OF GUARDRAIL
AS SHOWN ON PLANS.
*FOR SLOPES VARYING
FROM 3:1 TO 2:11
UTILIZE ROCK PLATING.
NO SLOPES SHALL
BE STEEPER THAN 2:1.
VARIABLE
SLOPE
SEE
X-SECTIONS
-L- STA 11 + 00.00 TO STA 14 + 50.00
-L- STA 21 + 50.00 TO STA 26 + 00.00
8' 12' MIN . _ _ 6'
11' w/GR
4'
P.S.
o.os_
*VAR. *VAR.
I
I
GRADE
Cl POINT
EXIST I EXIST
---- - - - - - - --- - - - -
-- ---
I
W U
EXIST PAVEMENT
TYPICAL SECTION NO. 3
-L- (NC 55)
-Y1- (SR 1324)
T
6:7
VARIABLE
SLOPE
SEE
�.•1 X-SECTIONS
USE TYPICAL SECTION NO. 2
-L- STA 14 + 50.00 TO STA 16 + 22.00 (BEGIN BRIDGE)
-L- STA 17 + 82.00 (END BRIDGE) TO STA 21 + 50.00
USE TYPICAL SECTION NO. 3
-L- STA 2 6 + 00.00 TO STA 2 7 + 00.00
-Yl - STA 10 + 12.04 TO STA 11 + 37.94
PAVEMENT SCHEDULE
C1 1 %2" S9 . 5B
C2 3" S9.5B
C3 IVAR. S9.5B
D1
21/2"
I19.00
D1
VAR.
119.
OC
E1 4" B25.00
E2 IVAR. B25.00
J 16" ABC
P 1.35 PRIME COAT
R ISHOULDER BERM GUTTER
T 1EARTH MATERIAL
U 1EXIST. PAVEMENT
V IVAR. MILLING
W IWEDGING
NOTE: PAVEMENT EDGE SLOPES
ARE 1:1 UNLESS SHOWN OTHERWISE.
GRADE TO THIS LINE
PARTIAL TYPICAL
USE IN CONJUNCTION WITH TYPICAL SECTION #4
-DET- STA. 16 + 75.00 TO STA. 16 + 96.08 LT
VARIABLE
SLOPE
SEE
X-SECTIONS
4'
7' w/GR 11'
C� —DET—
I
� 11'
I
I
GRADE
POINT
0.02
VRf1L/L 1 %.! 1 "IJ L11'4L
4'
7' w/G R
TYPICAL SECTION NO. 4
-DET- (NC 55)
BRIDGE TYPICAL SECTION NO. 5
FOR BRIDGE OVER TRENT CREEK
�L —DET-
1
30' _
I
4'_
GRADE
POINT
0.04
0.04
4'
BRIDGE TYPICAL SECTION NO. 6
FOR TEMPORARY BRIDGE OVER TRENT CREEK
12'
VARIABLE
SLOPE
SEE
X-SECTIONS
USE TYPICAL SECTION NO. 4
-LDET- STA 11 + 92.83 TO STA 15 + 35.00 (BEGIN BRIDGE)
-LDET- STA 16 + 75.00 (END BRIDGE) TO STA 22 + 58.65
USE TYPICAL SECTION NO. 5
-L- STA 16+22.00 (BEGIN BRIDGE)
TO STA 17 + 82.00 (END BRIDGE)
USE TYPICAL SECTION NO. 6
-LDET- STA 15+35.00 (BEGIN BRIDGE)
TO STA 16 + 75.00 (END BRIDGE)
PROJECT REFERENCE NO
B -4595
ROADWAY DESIGN
ENGINEER
C A R p� X,041
SEAL
046981
,,-yam , E.
SHEET NO.
2A -2
PAVEMENT DESIGN
ENGINEER
CA R gyp'''%,,,
SEAL
�• 022896
S. MOR
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
Prepared in the INC FIRM LICENSE No: P-0339
Office of: [CSLIHNIT 504 Meadowlands Drive
Hillsborough, NC 27278
DESIGN AND ENGINEERING SERVICES (919) 732-3883
(919) 732-6676 (FAX)
*FOR SLOPES VARYING
FROM 3:1 TO 2:11
UTILIZE ROCK PLATING.
NO SLOPES SHALL
BE STEEPER THAN 2:1.
OF
-L-
l3 /4 /5 /6 /7 /8 /9 20 _.
-LDET- 17+44±, 23' RT
13
14 15 18
16 17
PLAN VIEW
N.T.S.
(L OF
-LDET-
LIMIT OF GES
----- ---
ti`'`1
FILL--\�
_-
EXISTING ---------__
GROUND - - - - - - -
SELECT GRANULAR MATERIAL
SEE GES
DETAILS
TYPICAL A -A SECTION
NOT TO SCALE
(L OF
-LDET-
GES
1 FT.
LIMIT OF GES
TOE OF
SLOPE
-,-____--------
- - - - - - - - - - -
--
----- _
-------
--e--- -
I "1
EXISTING ---
GROUND -
I
LIMITS OF GSS = TOE OF SLOPE OR
WETLAND BOUNDARIES (SEE PLAN VIEW)
V ✓ ✓
TYPICAL B-B SECTION
NOT TO SCALE
EMHUKAKY
ETAINING
FALL
19
2 FT. (TYP)
GES,ROLL DIRECTION
PERPENDICULAR TO
-LDET- ALIGNMENT
20
GEOTEXTILE FOR EMBANKMENT
STABILIZATION (GES)
GEOTEXTILE FOR SOIL
STABILIZATION (GSS)
M.-
GES DETAILS
2/
22
SELECT
23
NOTES
1. GRUBBING MAY NOT BE REQUIRED IN AREAS WHERE GEOTEXTILE FOR
EMBANKMENT STABILIZATION (GES)OR GEOTEXTILES FOR SOIL
STABILIZATION (GSS) IS USED.
2. CLEAR THE AREA WITHIN THE LIMITS OF GES AND GSS.
3. PLACE GES AND GSS PERPENDICULAR TO -LDET- ALIGNMENT ON THE
EXISTING GROUND AS SHOWN IN THE PLAN OR AS DIRECTED BY THE
ENGINEER.
4. PLACE THE GEOTEXTILE WITHOUT ANY WRINKLES OR CREASES.
5. PLACE 2 FT. OF SELECT GRANULAR MATERIAL ON THE GES.
GRANULAR 6. THE TERMS ROLL AND MACHINE DIRECTION ARE USED
MATERIAL
INTERCHANGEABLY.
7. NO SEAMS OR JOINTS ARE ALLOWED IN THE MACHINE DIRECTION OF
GEOTEXTILE.
N.T.S. 8. ALL JOINTS IN THE CROSS MACHINE DIRECTION MUST BE OVERLAPPED
A MINMUM OF 18 INCHES.
PARALLEL TO
-LDET- DIRECTION
GES AND GSS OVERLAP DETAILS
(PLAN VIEW, NOT TO SCALE)
9. FOR GES, SEE GEOTEXTILE FOR EMBANKMENT STABILIZATION (SPECIAL)
PROVISION.
ESTIMATED QUANTITIES
GEOTEXTILE FOR EMBANKMENT STABILIZATION
GEOTEXTILE FOR SOIL STABILIZATION
SELECT GRANULAR MATERIAL
550 SY
650 SY
350 CY
I I
I
• I
I I
03
I I
PAMCAR FARMS I I
. LLC I I P/ Sto 22 +51.44
DB 306 PG 447 p = 14° 34' 16.6" (RT)
I ID= 3° 48' 25.3" o o\�� Zoe\
• L _ 582.75' \ \ \
I I N \
� 58°49'00" WT 192.41'
758.6q' \ R = 1,505.00' �\
I
-- - — • v SE = 06
IRO = SEE PLANS
mI ,
I I
-Yl - POT Sto. 14 +05.50
JOHN L. MCCOTTER, III I a
DB 353 PG 860 I
O \ o
N o I �I
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s-8°49"00" 5 E
—' I
700,34'
I / I
PAMCAR FARMS, LLC I I
DB 306 PG 447
W
W \ END RESURFACING END PROJECT TIF B-4593
mr
-Yl - STA. 11 +37°94 -L - STA. 26 4-00°00
- �- �___ END ROCK PLATING l
- -'v _ -BL-- 2 � � I�
y y l y y y- al l 00/
w
LLJ
+�80.69 -L-4-/ x /
W -Y � �+ -L- ,y P.8 LT
-__
24" CP
W03.00 LTA (EX
8.00AT � + ° -L � � � � �LLJ / BEGIN RESURFACING
� � � � 8�0o Lr � � � oAT � � //
�U E Pu - !/ 1 I I Yl STA. 10 +l2°04 -L POT Sta. 27 +00.00
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O TYP
F F F p AT / / -Yl - POT Sta. l0 +00.00 •
F RamF v -L - Sto. 23 +51.65 �
in
m
O
Ln
m
0
1V
I
n
a
I
CV
PROJECT REFERENCE NO.
B -4593
R/W SHEET NO.
ROADWAY DESIGN
ENGINEER
SS /0'
SEAL -
046981
SHEET NO.
5
HYDRAULICS
ENGINEER
\\11 I I H 1111�
•``����N CAROB'''%
SEAL
046226
0GINE
/011111110
FOR PROFILE, SEE SHEET 8
FOR ONSITE DETOUR, SEE SHEET 7
\\
O O O O - N F LARRY MASSENGILL�t al
o 0 0 -L \\ -
N _ �\ \
HWY 55 � 24 BST DB 587 PG 274- - - - - - + \
— w— T V —_\� F M� 6 P
EXISTING R/W — —T— —
_ _
� E ,
E _ T
,l ,l ,l al i \ N N FS� _
o / 44.00 RT 0� �o 0 4y°O7' \ \ 7/� - B - 3 /
7 00 T < PSRM TOE PROTECTION \� 6 E g/\o— _ \ \FSS\
,l ,l w �y-� -- — + 8.0 - - SEE DETAIL 5-1 c\\ \ �-\ � Q a _
N-
-y + 00. 0 - - - M 45.00 RT \ \ �T
92.00 RT+00.00 -L- V v �\ / xisT30.00 RT i
,l ,y ,y ,y aL ay N 40.00 RT \ \ \ 1 r _ N roc
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DETAIL 5-1
PSRM TOE PROTECTION
( Not to Scale) Mgt
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DB 470 PG 147
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