Plans

W
U
O
U
I
�. .
T
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1
J �
P. T
LOCATIO
VI
THIS PROJECT IS NOT WITH
CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY MODIFIED METHOD III
STATE T OF NORTH CAROLINA
DIVISION OF HIGHWAYS
PENDER CO LINTY
LOCATION. BRIDGE 28 OVER LONG CREEK ON NC 210
TYPE OF WORK: GRADING, DRAINAGE, PAVING, AND STRUCTURES
GRAPHIC SCALES
50 25 0 50 100
PLANS
50 25 0 50 100
PROFILE (HORIZONTAL)
DESIGN
DATA
AADT 2020 =
3,000
AADT 2040 =
3,600
K =
10%
D =
55%
T =
12%*
V =
60 MPH
* (TTST 4% +
DUAL 8%)
FUNCTIONAL
RURAL MAJOR
CLASSIFICATION:
COLLECTOR
REGIONAL TIER
PROJECT LENGTH
LENGTH ROADWAY TIP PROJECT B-5156 = 0.353 MILES
LENGTH STRUCTURES TIP PROJECT B-5156 = 0.039 MILES
LENGTH ROADWAY TIP PROJECT B-5156 = 0.392 MILES
PLANS PREPARED FOR Kimley *Horn
THE NCDOT BY..
IEFFREY W. MOORE, P.E.
RIGHT OF WAY DATE:
PROJECT ENGINEER
AUGUST 28, 2019
SETH DENNEY, PE,
PROJECT DESIGN ENGINEER
LETTING DATE:
SEPTEMBER 21, 2021
DAVID STUYTS, P.E.
STRUCTURES SUNAG$1ffiNT UNIT
PROJECT ENGINEER -
mATB
mATB MOICOI' WfNNCB NQ
N.C.
B-5156
I
mATs rwum
r.w•wa.xA
uxvPTwx
42331.1.2
P.E.
42331.2.1
RIGHT OF WAY
42331.2.1
UTILITIES
HYDRAULICS ENGINEER
ROADWAY DESIGN ENGINEER
P8
SIG.YATUAE
NT NOT CONSIDERED FINAL
UNLESS pLL SIGNATURES COMPLETED

PROJECT REFERENCE NO.
SHEET
0
N
N
BOUNDARIES AND PROPERTY.•
State Line
-----------
County Line
Township Line
City Line
Reservation Line
Property Line
Existing Iron Pin
O
Computed Property Corner
Property Monument
P
Parcel/Sequence Number
rzs
Existing Fence Line
-xxx—
Proposed Woven Wire Fence
Proposed Chain Link Fence
e
Proposed Barbed Wire Fence
6
Existing Wetland Boundary
----NtB----
Proposed Weiland Boundary
Existing Endangered Animal Boundary
Existing Endangered Plant Boundary
Existing Historic Property Boundary
Known Contamination Area: Soil
Potential Contamination Area: Soil
Known Contamination Area: Water
Potential Contamination Area: Water
Contaminated Site: Known or Potential
BUILDINGS AND OTHER CULTURE:
Gas Pump Vent or U/G Tank Cap
O
Sign
Well
Small Mine
Foundation
0
Area Outline
0
Cemetery
Building
School
Church
Dam
HYDROLOGY.•
Stream or Body of Water
---
Hydro, Pool or Reservoir
`____ 7
Jurisdictional Stream
—is—
Buffer Zone 1
—Bz i
Buffer Zone 2
—U 2-
Flow Arrow
DisappearingStream
}----
Spring
Wetland
Proposed Lateral, Tail, Head Ditch
_
False Sump
STATE OF NORTH CARO]LINA, DIVISION OF HIGHWAYS
CONVENTIONAL PLAN SHEET SYMBOLS
RAILROADS:
Standard Gauge —
RR Signal Milepost —
Switch
RR Abandoned
RR Dismantled
Note: Not to Scale *S. U.E = Subsurface Utility Engineering
csx rnaysawrprrox
NiuroOsr n
swacx
RIGHT OF WAY & PROJECT CONTROL:
Secondary Horiz and Vert Control Point
Primary Horiz Control Point
C
Primary Horiz and Vert Control Point
Exist Permanent Easment Pin and Cap
Q
New Permanent Easement Pin and Cap
O
Vertical Benchmark
m
Existing Right of Way Marker
Existing Right of Way Line
---
New Right of Way Line
—�—
New Right of Way Line with Pin and Cap—
A
New Right of Way Line with
m
Concrete or Granite W Marker
Q)
New Control of Access Line with
Concrete CA Marker
Existing Control of Access
—�—
New Control of Access
Existing Easement Line
--E--
New Temporary Construction Easement -
E
New Temporary Drainage Easement
TDE-
New Permanent Drainage Easement
—PDE
New Permanent Drainage / Utility Easement
—DUE—
New Permanent Utility Easement
—PUE
New Temporary Utility Easement
—TUE
New Aerial Utility Easement
—AUE
ROADS AND RELATED FEATURES:
Existing Edge of Pavement -----
Existing Curb -----
Proposed Slope Stakes Cut --- C ---
Proposed Slope Stakes Fill --- F ---
Proposed Curb Ramp [R
Existing Metal Guardrail
Proposed Guardrail I I T
Existing Cable Guiderail
Proposed Cable Guiderail
Equality Symbol
Pavement Removal
VEGETATION -
Single Tree Q
Single Shrub
Hedge
Woods Line
€9 6 d
Orchard
vmmera
Vineyard
EXISTING STRUCTURES:
MAJOR:
Bridge, Tunnel or Box Culvert
tout
Bridge Wing Wall, Head Wall and End Wall -
=out ww
MINOR:
Head and End Wall
coxc u
Pipe Culvert
- _ _ _ _ _ -
Footbridge
%----------<
Drainage Box: Catch Basin, DI or 1B
❑ce
Paved Ditch Gutter
-----
Storm Sewer Manhole
Storm Sewer
`
UTILITIES:
POWER:
Existing Power Pole
Proposed Power Pole
b
Existing Joint Use Pole
4�
Proposed Joint Use Pole
-6-
Power Manhole
Power Line Tower
Power Transformer
LVG Power Cable Hand Hole
H-Frame Pole
U/G Power Line LOS B (S.U.E.*)
----'---
WG Power Line LOS C (S.U.E.*)
---°---
UiG Power Line LOS D (S.U.E.*)
°
TELEPHONE:
Existing Telephone Pole
-4111-
Proposed Telephone Pole
-O-
Telephone Manhole
OT
Telephone Pedestal
M
Telephone Cell Tower+Z.
U/G Telephone Cable Hand Hole
RR
LVG Telephone Cable LOS B (S.U.E.*)
----*----
WG 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.*)
---'°---
WG 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.*)
—__T,°-_—
U/G Fiber Optics Cable LOS D (S.U.E.*)
"° —
WATER:
Water Manhole
Water Meier
CD
Water Valve
Water Hydrant
'4
WG Water Line LOS B (S.U.E*)
---"----
LVG Water Line LOS C (S.U.E*)
---"---
WG Water Line LOS D (S.U.E*)
—"—
Above Ground Water Line
TV:
TV Pedestal
TV Tower
U/G
N Cable Hand Hole
LVG
TV Cable LOS B (S.U.E.')
----'+----
U,G
TV Cable LOS C (S.U.E.*)
---'°---
U/G
N Cable LOS D (S.U.E.*)
"—
U/G
Fiber Optic Cable LOS B (S.U.E.*) —
----'°'°---
WG
Fiber Optic Cable LOS C (S.U.E.*)—
---`°'°--
U,G
Fiber Optic Cable LOS D (S.U.E.*)—
GAS
Gas Valve
0
Gas Meter
U/G Gas Line LOS B (S.U.E.*)
----°----
UiG Gas Line LOS C (S.U.E.*)
---°---
lYG Gas Line LOS D (S.U.E.*)
°
Above Ground Gas Line
p„
SANITARY SEWER
Sanitary Sewer Manhole
Sanitary Sewer Cleonout
0+
LUG Sanitary Sewer Line
—u
Above Ground Sanitary Sewer
uc Smeary Sewer
SS Forced Main Line LOS B (S.U.E.*)
----,s°- - - -
SS Forced Main Line LOS C (S.U.E.*)
---r°:---
SS Forced Main Line LOS D (S.U.E..*)—
—r°°—
MISCELLANEOUS:
Utility Pole
•
Utility Pole with Base
❑
Utility Located Object
O
Utility Traffic Signal Box
Im
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 —
AATUR
End of Information
E.O.I.

EXISTING
GROUND
•USE 2.1 SLOP
(SEE CRO:
EXISTING
GROUND
•USE 2:1 SLOF
(SEE CRO55-SECTIONS;
VARIES
- - - - - - - - - - - - - - - - -
TYPICAL SECTION NO. 2A
-L- STA 16+50.00 TO 211-88.00 RT
-L- STA 23+93,00 TO 28+50.00 RT
-L- NC 210
TYPICAL SECTION NO. 1
-L- STA 12+10.00 TO 171-00.00
-L- STA 28+00.00 TO 32+62.00
-L- NC 210
TYPICAL SECTION NO, 2
-L- STA 17+)ODO TO 21+88.00
-L- STA 23+9300 TO 28+DODO
ROADWA BASE F LL OF EXIST
EXIST) G
GROUN
F-SHAPE
- - - _ 3' -6" RAIL
Kimley ))Horn
P.O. BOX 33066 • RALEIGH, N.C. 27636�068
EXISTING
GROUND
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
PAVEMENT SCHEDULE
(FINAL PAVEMENT DESIGN)
CI
PROPOSED APPROX. 15 ASPHALT CONCRETE SURFACE COARSETYPE S958.AT
AN AVERAGE RATE OF IB5 La PER SO, YD.IN.
CZ
PROPOSED G ERATE OF 165 OS. PER 50. YO IN EACH OF A ER595B,A
C3
PROPOSED VAR. DEPTH ASPHALT CONCRETE SURFACE COARSE. TYPE 5955
AT AN AVERAGE RATE OF IV LBS. PER SO, Y0. PER TDEPTH TO BE
-
PLACED IN LAVERS NOT TO EXCEED IV IN DEPTH.
DI
PROPOSED APPROX. 3' ASPHALT CONCRETE INTERMEDIATE COURSE.
TYPE VRXAT AN AVERAGE HATE OF 342 CBS. PER SO. YD.
DZ
PROPOSED VAR. DEPTH ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE
15LC, AT AN AVERAGE RATE OF 114 LBS. PER SO. YD. PER I' DEPTH TO BE
PLACED IN LAYERS NOT LESS THAN 25'OR GREATER THAN CIN DEPTH
El
PROPO5E8 APPROX. P ASPHALT CONCRETE BASE COURSE.TYPE B25 ..AT
N k EF GE RA E OF 456 MS. PER SO YA
E2
PROPOSED VAR. DEPTH ASPHALT CONCRETE BASE COURSE. TYPE 8258L, AT
PERPLACED
N LIVERS NOT�LESSFi ANX OR GREATERP 5g INHDEPTH.H.
R
PROPOSED SHOULDER BERM GUTTER
T
EARTH MATERIAL
U
EXISTING PAVEMENT
W
WEDGING DETAIL FOR RESURFACING
�EXISTING
GROUND
-L- NC 210
4' 1 12'
l2' 4'
GRADE
PO 7
0.02
0,02
BRIDGE TYPICAL SECTION NO. 1
-L- STA 2/+88D0 TO 23+93.00
I(
TYPICAL SECTION NO. 2B
-L- STA 21+6000 TO 2/+73.00 (LT/RT)
-L- STA 24+08.00 TO 24+20.00 (LT/RT)
F-SHAPE
RAIL
"F(l„
lI P � �L --�
EXISTING
GROUND
NOTE, PAVEMENT EDGE SLOPES hI UNLESS OTHERWISE INDICATED
I WEDGING DETAIL (W) FOR RESURFACING/MILLING I
cr
Ulu NOTCH
TO KEY IN
WON AS DIRECTED
BT THE ENGINEER
INCIDENTAL MILLING DETAIL

PROJECT REFERENCE NO, SHEET NO.
B-!
0
m
VARIABLE E
SEE PLANS E-�---- E CLEARING LIMITS _ io_ E_---- E
A — E CLEARING LIMITS
E E
O
BER
____ _ -.
.... _ _TCH_. __
H Z
D O=
\\ ____-
-- h C---------- SLOPE STAKE LIN�
Z V
H -�
�--------- o
A E.O.P.
m 0 —��
µ i
W J
oocn=
Hz—I=D
_
=-nZDm
E.o.P.
A B —D
IW--vCC0=
O O
N
7r/77__T i-77rr -. F
SLOPE STAKE LINE F r� C o F r=
_�__ __ i �nT-n i rn9 i n 1�rn Pr r ___�7r 111111
` F �`'
r. Z W
Z
O
nrnr -__ F
Ln F°- W O
D
_
E _ R/W E _�, r r�r� _______ __ --' _ \ I
�E E rE '--- CLEARING LIMITS '�S-
LTA
O O
Z H
ZA�
CLEARING LIMITS •v,�
0
CLEARING LIMITSL c
B * SEE NOTE - "C" • ° • D
GENERAL NOTES: ••
1. REMOVE TREES OUTSIDE THE CLEARING LIMIT WHEN, IN THE OPINION OF THE ENGINEER, 10'
THE UTILITY OF A TREE WILL BE DESTROYED BY THE CONSTRUCTION OR THE CLEARING ` C
OPERATION.
2. CLEAR IN ACCORDANCE WITH THIS STANDARD EXCEPT WHERE ADDITIONAL CLEARING
IS REQUIRED FOR SAFETY AS SHOWN ON THE PLANS.
z
METHOD III CLEARING LIMITS
3 O
p m r
SLOPE STAKE POINT J CONST. LIMIT ••
(A) CUTS -- CLEAR TO CONSTRUCTION LIMITS. PART SECTION D-D
LL �1 H
Z H
p
(B) FILLS - CLEAR TO 5'/10' * BEYOND CONSTRUCTION LIMITS, UNLESS SPECIFIED OTHERWISE •
C3 1"I H
_
.T. O
—n
BY WETLAND PERMIT. ; `•_°
a°
Z
(�
(C) CUTS AND FILLS - WHEN THE CLEARING LIMITS (A AND B) EXCEED THE PROPOSED LATERAL DITCH, CHECK DAM, CONST. LIMIT
CONSTRUCTION ONLY TO THE R/W OR
Q.
0 p
R/W OR PROPOSED EASEMENTS, THEN CLEAR SILT BASIN, SILT DITCH,
Q W 0
m m
m
CONSTRUCTION EASEMENT WHICHEVER IS GREATER. TEMPORARY DIVERSION
D
I�TI r
_
ci
°•° ° • •" * FOR FILL HEIGHTS LESS THAN 10' CLEAR TO 5'
°°• ° • • ,. BEYOND CONSTRUCTION LIMITS.
°•. • * FOR FILL HEIGHTS 10' OR GREATER CLEAR TO 10'
-� - W
Q LL' m
SLOPE STAKE POINT
O
O r Dp
p m D
;°�.,• l BEYOND CONSTRUCTION LIMITS.
°•a: , ** PLACE SILT FENCE AT 5' BEYOND TOE OF SLOPE PART SECTION C-C•°°,' °.. \°�\��°
IN FILL SECTIONS WITH LESS THAN 10'. •'.
W
p 0 W
O
'
°•�°`• �° '•°°
PLACE SILT FENCE AT 10' BEYOND TOE OF SLOPE °•
LL
S Z H
Z
IN FILL SECTIONS WITH 10' OR GREATER. <•°• °•°.. ...
Ocl
TEMPORARY SILT ,•°
*10'
H p
H Z T
FENCE *5'/10'
m
p
4 2' SLOPE STAKE POINT
Z
70
5'
W
GROUND LINE
ROAD
CONST. LIMIT WHEN BERM DITCH CL MEDIAN SLOPE STAKE POINT
IS PROPOSED PART SECTION B-B CONST. LIMIT
CONST. LIMIT WHEN BERM DITCH ELEL ROAD
RISER BASIN
I5 NOT PROPOSED �-J---____ ___----
10' V.C. - *10'
l�
SHEET 1 OF 1
SLOPE STAKE POINT
SHEET 1 OF 1
200D03
200D03
SECTION A -A CONST. LIMIT

STEEL BEAM GUARDRAIL
SEE ROADWAY TYPICALS FOR SHOULDER OR BERM BREAK POINT
GUTTER,CURB AND GUTTER (TOP OF RSS)
OR FINISHED GRADE DETAILS
'�n• tr•••• \ SHOULDE6' THICK
R AND SLAPS BORROW*
;•.J 12, MIN COIR FIBER MAT OR '<
MATTING FOR EROSION CONTROL*
LIMITS OF \ �� SECONDARY GEOGRID** (TYP) T
REINFORCED ZONE L — &—rTyp)
** (TYP)
\ CLASS L 11 OR 111 o
SELECT MATERIAL i
L— v\ WHIN (TYPIEMBANKMENT OR L \ \ EXISTING SLOPE L \ s,
BENCHING FOR EXISTING SLOPE 2 _J L v
4 GEOGRID LAYERS v 16' SPACING - 4' (TYP) J L - PRIMARY
MATTING WITH SHOULDER AND SLOPE BORROW
*SEE NOTES 3 AND 11 ON SHEET 2.
STEEL BEAM GUARDRAIL
SEE ROADWAY TYPICALS FOR
GUTTER,CURB AND GUTTER
OR FINISHED GRADE DETAILS
PRIMARY GEOGRID** (TYP)
mm
LIMITS OF (TYP)
REINFORCED ZONE L
(
S
�1 L �
EMBANKMENT OR L\
EXISTING SLOPE
BENCHING FOR EXISTING SLOPE L
4 GEOGRID LAYERS ® 16' SPACING - f (TYP)
SHOULDER OR BERM BREAK POINT
(TOP OF RSS)
GEOCELLS FILLED
WITH COMPOST BLANKET*
M
SECONDARY
GEOGR
I
D**!TYPI
� � W
MIN (TYP)
16' MAX (TYP)�
L - PRIMARY GEOGRID LENGTH—
> 4' MIN
GEOCELLS WITH COMPOST BLANKET
*SEE NOTES 3 AND 11 ON SHEET 2.
STANDARD REINFORCED SOIL SLOPE (RSS)
**SEE TABLES ON SHEET 2 AND
GEOGRID PLACEMENT DETAILS.
SLOPE STAKE POINT AND
CONSTRUCTION LIMIT
(TOE OF RSS)
GROUND LINE —�
T
TOP OF R55 OP OF RSb
SECONDARY GEOGRID
PRIMARY GEOGRID CROSS- MACHINE DIRECTION (MD)
MACHINE DIRECTION (CD)*
y�'Yiy� yp� QJERV.P
Q9Fc�Q'9i�
�O
k
SECONDARY
ROLLL WIDTH
4' HIS (TYP)
TOE OF RSS
PRIMARY TOE OF RSS S - PRIMARY GEOGRID SECONDARY
SPACING GEOGRIDS
GEOGRIDS W - PRIMARY GEOGRID Y MAX (TYP)
ROLL WIDTH
4'MIN (TYP)
GEOGRID PLACEMENT DETAILS
SLOPE STAKE POINT AND (% COVERAGE = w+ x 100 .z 75%)
CONSTRUCTION LIMIT *SEE NOTES 8 AND 9 ON SHEET 2.
(TOE OF RSS)
GROUND LINE —�
MAY Q4 m7,

GEOGRID TYPE. DIRECTION
H(FT)
0-<12
/2 -24
>24-36
SELECT MATERIAL CLASS
I
II OR Ill
1
NOR Ill
1
It OR Ill
PRIMARY GEOGRID.MD
1✓TO< 1511(HA0RSS
900
500
1200
900
I600
1200
(SUBSTITUTE SECONDARY
GEOGRID FOR PRIMARY
GEOGRID FOR &l(HM)
151/ TO /75,1 (HM) RSS
500
500
900
500
1400
/000
OR FLATTER RSS)
> 1759 TO < 2:I (H.V) RSS
500
500
600
500
1000
800
SECONDARY GEOGRID.CD
hl (HM)OR FLATTER RSS
185
LTDS - MINIMUM REQUIRED LONG-TERM DESIGN STRENGTH (L9fT)
(LTDS IS BASED ON 100% COVERAGE FOR PRIMARY GEOGRID.
SEE NOTE 9 FOR LESS THAN 100% COVERAGE.)
NOTES.
1. SEE EROSION CONTROL AND ROADWAY PLANS AND SUMMARY SHEETS FOR REINFORCED SOIL SLOPE (RSS)
AND SLOPE EROSION CONTROL LOCATIONS.
2. FOR STANDARD REINFORCED SOIL SLOPES, SEE REINFORCED SOIL SLOPES PROVISION. FOR STEEL BEAM
GUARDRAIL,SEE SECTION 860 OF THE STANDARD SPECIFICATIONS.
3. FOR SHOULDER AND SLOPE BORROW..SFF ARTICIF /019-2 OF THE .STANDARD SPFCIFICATIONC
4. STANDARD RSS ARE BASED ON THE FOLLOWING IN-S?U ASSUMED SOIL PARAMETERS:
UNIT WEIGHTY - 120 PCF
FRICTION ANGLE.11 = 30 DEGREES
COHESION.c = 0 PSF
5. 00 NOT USE STANDARD RSS IF ASSUMED SOIL PARAMETERS ARE NOT APPLICABLE OR DEPTH TO
GROUNDWATER IS LESS THAN 7 FT.
6. DO NOT USE STANDARD RSS WHEN VERY LOOSE OR SOFT SOIL OR MUCK IS BELOW RSS.
7. GEOGRIDS ARE TYPICALLY APPROVED FOR ULTIMATE TENSILE STRENGTHS IN THE MACHINE DIRECTION (MD)
AND CROSS -MACHINE DIRECTION (CD)OR LONG-TERM DESIGN STRENGTHS FOR A 75-YEAR DESIGN LIFE /N
THE MD BASED ON MATERIAL TYPE. THE LIST OF APPROVED GEOGRIDS WITH DESIGN STRENGTHS IS
AVAILABLE FROM:
DEFINE MATER/AL TYPE FROM THE EBSITE ABO✓E FOR ,SELECT MA ERIAL AS FOLLOWS:
MATERIAL TYPE
SELECT MATERIAL
BORROW
CLASS /SELECT MATERIAL
FINE AGGREGATE
CLASS NOR IIISELECT MATERIAL
W
Fit
TO
GEOGRID /N THE
A LONG-TERM
STRENGTH EOUAL
AT
9. FOR PRIMARY GEOGRIDS WITH IOOX COVERAGE.PLACE PRIMARY GEOGRIDS SO GEOGRIDS ARE ADJACENT TO
EACH OTHER IN THE CD. FOR PRIMARY GEOGRIDS WITH 75% TO LESS THAN 1007 COVERAGE,
MINIMUM REQUIRED LONG-TERM DESIGN STRENGTH = LTDS BASED ON 1007 COVERAGE x (W + S) / W
SEE TABLE FOR LTDS BASED ON 1007 COVERAGE AND GEOGRID PLACEMENT DETAILS FOR PRIMARY GEOGRID
ROLL WIDTH (W) AND SPACING IS). FOR PRIMARY GEOGRIDS WITH LESS THAN 1007 CO✓ERAGE.STAGGER
PRIMARY GEOGRIDS SO GEOGRIDS ARE CENTERED OVER GAPS /N THE PRIMARY GEOGR/O LAYER BELOW. DO
10. DO NOT PLACE ANY GEOGRIDS UNTIL EXCAVATION DIMENSIONS AND IN -SITU MATERIAL ARE APPROVED.
IL FOR SLOPE EROSION CONTROL.USE GEOCELLS OR MATTING ON SLOPE FACES OF RSS AS FOLLOWS.-
RSS ANGLE
SLOPE EROSION CONTROL
hITO < 1.5:1(H:V)
G£OCELLS WITH COMPOST BLANKET
15:ITO < 2d(H:VI
G£OCELLS WITH COMPOST BLANKET OR
CO/R FIBER MAT WITH SHOULDER AND SLOPE BORROWx
2.1(HM)0R FLATTER
MATTING FOR EROSION CONTROL
WITH SHOULDER AND SLOPE BORROW
'SEE HEINFORCED SOIL SLOPES AND SLOPE EROSION CONTROL SUMMARY TABLE IN
THE ROADWAY SUMMARY SHEETS FOR SLOPE EROSION CONTROL ON SLOPE FACES
OF RSS /5:1(HM)TO STEEPER THAN 2.1.
H(FT)
0-<12
12-24
>24-36
SELECT MATERIAL CLASS
l
IIOR llI
l
IIOR III
I
IIOR 111
F,I TO < 1.5:1(HM) RSS
fJ0
/AO
0.90
095
085
080
15d TO 1.75:I (H:V) RSS
090
Ob0
0.75
0.70
075
OJO
> 175:1 TO < &l (HM) RSS
075
0.70
0.65
O50
0.65
Ob0
L /H RATIO (L > 4' MIN)
(IF L 5 4', USE SECONDARY GEOGRID
INSTEAD OF PRIMARY GEOGRID.)

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M■■■■■■■■�i■■■■■■o■■■■■■■■■o■■����

Kimley *Horn
PROIECT REFERENCE NO.
SHEET NO.
B-5/58
4
_L_
©m'•
RM' SHEET NO.
`
P.O.BOX 33066 • RALEIGH�N.C, 27636J068
ROADWAY DESIGN
ENGINEER
HYDRAULICS
ENGINEE0.
PI SIG 16-J08A1
A = 10'51'311
PERMIT DRAWING
D = 2'17'300
SHEET 4 Of 6
L - 473.80'
T = 2
R = 2,5000'
SE = OD35
RO = I05'05'
/
r - INE Ir TYPE i 1(L 3
DETAIL SHOWING BRIDGE /PAVEMENT RELATIONSHIP I
CONSTRUCTION
L- POT .,,
BEGIN REINFORCED
(SEE SHEET RG-1)
R: 1076
if
Err 5 SY GFD
D,
INSTALL SEWS
144.19
DID
+170
I
11
����•��
f..
II �L 71J Yf-
f `Yi.t
Y 7' 4Trr
r T h 7{ 3 rt 11' Y..rf
� rYrl
"•'t J >�
f vl -�T� t� Js ��
f +YTJ +Y. J �11 r
�..
�_
�� ✓.. _ _
�
`Jl'CVISs�FJ�F`�TIIYF��!'�(•�
.. �\FE
DOCUMENT NOT CONSIDERED FINAL
11I UNLESS ALL SIGNATURES COMPLETED
�N
+Z
a
0
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