20211174 Ver 2_07a_PlanSheets_BL-0024_20220323

AERIAL FO LINE
0
0
PROFILE (HORIZONTAL)
PROJECT LENGTH
RIGHT OF WAY DATE:
LETTING DATE:
STATE STATE PROJECT REFERENCE NO.
STATE PROJ. NO.F. A. PROJ. NO.DESCRIPTION
NO.
TOTAL
SHEETS
SHEET
SIGNATURE:
SIGNATURE:
P.E.
P.E.
PROJECT ENGINEER
PROJECT DESIGN ENGINEER
GRAPHIC SCALES
PLANS
PROFILE (VERTICAL)
HYDRAULICS ENGINEER
LOCATION:
DIVISION OF HIGHWAYS
STATE OF NORTH CAROLINA
0 DEPARTMEN
T
O
F
TRA N S PORTATIONSTATE O F NORT
H CAR
O
LI
NA3/22/202210 10 20
ROADWAY DESIGN ENGINEER
2018 STANDARD SPECIFICATIONS
K:\RAL_Roadway\011775062 - Cary Parkway Bridge\Roadway\Proj\BL-0024_rdy_tsh.dgnC 2022
TYPE OF WORK:
5
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
PHONE: [phone]
RALEIGH, NORTH CAROLINA 27601
421 FAYETTEVILLE STREET, SUITE 600
NC LICENSE #F-0102
VICINITY MAP
CONTRACT: See Sheet 1B For Conventional Symbols
See Sheet 1A For Index of Sheets
PROJECT: BL-0024THE TOWN OF CARY BY:
PLANS PREPARED FOR
TOWN OF CARY CONTACT
40 802040
0 40 802040
BL-0024 1N.C.
WAKE COUNTY
4
BLACK CREEK-L- Sta. 20+43.94
END PROJECT BL-0024
-L- Sta. 11+46.50
BEGIN BRIDGE
-L- Sta. 14+31.50
END BRIDGE
JEFFREY W. MOORE, P.E.
= 0.139 MILES
= 0.188 MILES
LENGTH STRUCTURE PROJECT BL-0024 = 0.049 MILES
TOTAL LENGTH PROJECT BL-0024
KYLE A. HUBERT, P.E.
TO
N
HARR
ISON
AVE
PROJECT
BEGIN
PROJECT
END
NW CARY PKWYNORWEL
L BL
VDLEE COURT
HAMPTON
MONTIBELLO DR
CANBERRA CT
LI
VI
NGSTON DR
OAK ISLAND DR
NANTUCKET DRC
REE
K
BL
A
C
K
49608.2.2
49608.2.3
NW CARY PARKWAY (SR 3112) SIDEWALK AT BLACK CREEK
GRADING, DRAINAGE, PAVING, RETAINING WALLS, AND STRUCTURE
CALEB D. LOWMAN, P.E.
LENGTH SIDEWALK PROJECT BL-0024
-L- Sta. 9+75.00
BEGIN PROJECT BL-0024
PARK
NORTH CARY
TO EVANS ROAD
(SR 3112)
NW CARY PARKWAY
-L-GREENWAY ACCESSBLACK CREEK-Y1--Y2-GREENWAY
EXIST BLACK CREEK
TO EVANS ROAD COURT HAMPTON LEEBE ISSUED IN ADVANCE OF THE CONSTRUCTION.
SERVICES INSPECTOR WILL FORWARD THIS FORM TO PIO SO THAT A TRAFFIC ALERT CAN
PRIOR TO CONSTRUCTION ACTIVITIES BEGINNING WITHIN THE RIGHT-OF-WAY. THE FIELD
FORM AND SUBMIT IT TO THE FIELD SERVICES INSPECTOR AT LEAST FIVE (5) BUSINESS DAYS
CONTRACTOR SHALL PROPERLY FILL OUT A TOWN OF CARY PUBLIC INFORMATION (PIO)
ACTIVITIES THAT ARE GOING TO BE CONDUCTED WITHIN THE PUBLIC RIGHT-OF-WAY. THE
A TRAFFIC ALERT ISSUED BY THE TOWN IS REQUIRED FOR THIS PROJECT FOR CONSTRUCTION
ALL TRAFFIC SIGNAL MODIFICATION WORK SHALL BE COMPLETED PRIOR TO TRAIL OPENING.
NOTES:
NO MODIFICATIONS REQUESTED
APPROVED IN ACCORDANCE WITH APPLICABLE SECTIONS OF THE LDO:
THE FOLLOWING MODIFICATION(S) OF THE TOWN'S DEVELOPMENT STANDARDS HAVE BEEN
APPROVED WITH THIS SITE PLAN.
SIGN PERMITTING IS A SEPARATE APPROVAL PROCESS AND HAS NOT BEEN REVIEWED OR
APPLICABLE REGULATION OR GUIDELINE SHALL APPLY.
APPROVAL OF SUCH STATED ON THIS DEVELOPMENT OR OTHER RELATED APPROVAL, THE
PLAN AND THE APPLICABLE REGULATIONS OR GUIDELINES, AND ABSENT CLARIFICATION OR
GUIDELINES. IN THE EVENT OF A DISCREPANCY BETWEEN THIS APPROVED DEVELOPMENT
DEVELOPMENT ORDINANCE (LDO) AND ALL OTHER APPLICABLE REGULATIONS AND
INCLUDING ANY SUBSEQUENT DEVELOPMENT PLANS, SHALL COMPLY WITH THE CARY LAND
UNLESS EXPLICITLY SPECIFIED IN THE NOTES ON THIS DEVELOPMENT PLAN, THIS PROJECT,
TOWN OF CARY.
MADE WITHOUT THE APPROVAL OF THE DEVELOPMENT REVIEW COMMITTEE OF THE
LANDSCAPING, GRADING, ARCHITECTURAL DESIGN, LIGHTING, OR UTILITIES SHALL BE
NO CHANGES TO ANY ASPECT OF THIS SITE PLAN, INCLUDING BUT NOT LIMITED TO,
OWNER:SURVEYOR:
ENGINEER:
GEOTECHNICAL:
[e-mail]
[phone]
KYLE A. HUBERT, P.E.
CARY, NC 27513
316 N. ACADEMY STREET
TOWN OF CARY
[e-mail]
919.677.2000
JEFFREY W. MOORE, P.E.
RALEIGH, NC 27601
SUITE 600
421 FAYETTEVILLE STREET
KIMLEY-HORN AND ASSOCIATES, INC.
SITE PLAN75% PLANS49608.2.1 3112001
3112001
3112001
ROW
UTILITIES
CONST.
THIS PROJECT IS WITHIN THE MUNICIPAL BOUNDARIES OF THE TOWN OF CARY
CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD II
[e-mail]
919.851.8077
TONY ALFORD, PLS
RALEIGH, NC 27606
1223 JONES FRANKLIN ROAD
WETHERILL ENGINEERING, INC.
[e-mail]
919.302.9758
JEREMY HAMM, P.E.
CARY, NC 27513
SUITE 110
1210 TRINITY ROAD
FALCON ENGINEERING, INC.NAD 83/2011NC GRID
SHEET NO.PROJECT REFERENCE NO.3/22/2022K:\RAL_Roadway\011775062 - Cary Parkway Bridge\Roadway\Proj\BL-0024_rdy_tsh.dgnDOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
BL-0024
421 FAYETTEVILLE STREET, SUITE 600
C 2021
RALEIGH, NC 27601
ROADWAY DESIGN
ENGINEER
SHEET NUMBER
DIVISION OF HIGHWAYS
STATE OF NORTH CAROLINA 1A
BL-0024
WAKE COUNTY
INDEX OF SHEETS
SHEET
TITLE SHEET
INDEX OF SHEETS, GENERAL NOTES, LIST OF ROADWAY STANDARD DRAWINGS
1B CONVENTIONAL SYMBOLS SHEET
PAVEMENT SCHEDULE, TYPICAL SECTIONS, AND MISCELLANEOUS DETAILS
1
PROFILE SHEET
1A-1
1A-2
CROSS SECTIONS
RF-1
4
HORIZONTAL CURVE DATA
L-101 THRU L-X
S-1 THRU S-2
W-1 THRU W-X
EXISTING SURVEY SHEET1C
PROJECT NOTES AND STANDARD GREENWAY CONSTRUCTION PLAN NOTES (OMITTED)
2B-2 THRU 2B-3
2B-1
5
REFORESTATION PLAN (OMITTED)
X-1 THRU X-14
2N-1 THRU 2N-2
2C-1 THRU 2C-3 TOWN OF CARY STANDARD DETAILS
A-1 THRU A-X
E-1 THRU E-X LIGHTING PLANS (OMITTED)
2A-1
SD-1 SIGN DESIGN SHEET
TMP-1 THRU TMP-4
PS-1
TRANSPORTATION MANAGEMENT PLANS
PAVEMENT MARKING AND SIGNING PLAN
PLAN SHEET
3B-1 SUMMARY SHEET
RETAINING WALL ENVELOPES
STRUCTURE PLANS
ROW-1 RIGHT-OF-WAY PLAN SHEET
DETAIL SHEETS (OMITTED)
AESTHETIC PLANS (OMITTED)
LANDSCAPE PLANS (OMITTED)
MODIFIED CONCRETE FLUME DETAIL2D-1
EROSION CONTROL PLANS
RETAINING WALL PLANS (OMITTED)
UBO-1 UTILITIES BY OTHERS PLANS
EC-1 THRU EC-8
SHEET NO.PROJECT REFERENCE NO.3/22/2022K:\RAL_Roadway\011775062 - Cary Parkway Bridge\Roadway\Proj\BL-0024_rdy_tsh.dgnBL-0024 1B
Existing Edge of Pavement
Proposed Slope Stakes Cut
Existing Metal Guardrail
Existing Cable Guiderail
Proposed Guardrail
Equality Symbol
Pavement Removal
h
C
F
Existing Easement Line
HYDROLOGY:
Stream or Body of Water
Hydro, Pool or Reservoir
Flow Arrow
Disappearing Stream
Spring
;zvW
K
Proposed Lateral, Tail, Head Ditch
False Sump
Proposed Cable Guiderail
MAJOR:
Bridge, Tunnel or Box Culvert
Bridge Wing Wall, Head Wall and End Wall
MINOR:
Head and End Wall
Pipe Culvert
Footbridge
Paved Ditch Gutter
UTILITIES:
ROADS AND RELATED FEATURES:
Existing Power Pole
Proposed Power Pole
P
Power Manhole
Power Line Tower
Power Transformer
Existing Joint Use Pole
Proposed Joint Use Pole
Existing Telephone Pole
Proposed Telephone Pole
Telephone Manhole
Telephone Pedestal
R
}Tp
Q
l
]
/
b
H-Frame Pole O O
POWER:
TELEPHONE:
Telephone Cell Tower
WATER:
Water Manhole
Water Meter
Water Valve
Water Hydrant
4
I
H
a
TV:
TV Pedestal
TV Tower
U/G TV Cable Hand Hole
|
I
]
GAS:
Gas Valve
Gas Meter n
c
SANITARY SEWER:
Sanitary Sewer Manhole
Sanitary Sewer Cleanout
U/G Sanitary Sewer Line
d
o
A/G Water
Above Ground Gas Line
A/G Gas
Above Ground Sanitary Sewer A/G Sanitary Sewer
MISCELLANEOUS:
Utility Pole O
F
S
3
Utility Pole with Base
Utility Located Object
Utility Traffic Signal Box
CONC
CONC WW
vvDrainage Box: Catch Basin, DI or JB
Storm Sewer
Storm Sewer Manhole m
U/G Tank; Water, Gas, Oil
A/G Tank; Water, Gas, Oil
BOUNDARIES AND PROPERTY:
State Line
County Line
Township Line
City Line
Reservation Line
Property Line
Existing Fence Line
Proposed Woven Wire Fence
Proposed Chain Link Fence
Proposed Barbed Wire Fence
g
F
123
Existing Wetland Boundary
Proposed Wetland Boundary
Existing Endangered Animal Boundary
Existing Endangered Plant Boundary
BUILDINGS AND OTHER CULTURE:
Area Outline
Gas Pump Vent or U/G Tank Cap
Church
School
Dam
Sign
Small Mine
Well
V
M
WW
S
x
Foundation
S
Building
y
y
VEGETATION:
Single Tree X
Y
Vineyard
Single Shrub
Hedge
Woods Line
Orchard
Vineyard
RAILROADS:
Standard Gauge
RR Signal Milepost
Switch
RR Abandoned
RR Dismantled
S
FLOW
WLB
EIPB
ECM
CONC HW
CB
CSX TRANSPORTATION
MILEPOST 35
SWITCH
Cemetery
EXISTING STRUCTURES:
Parcel / Sequence Number
E
AATUR
End of Information E.O.I.
Abandoned According to Utility Records
WLB
EAB
EPB
R
W
C
A
E
TDE
PDE
PUE
S
P
P
T
T
TC
TC
T FO
T FO
W
W
TV
TV
TV FO
TV FO
G
G
SS
FSS
FSS
?UTL
Jurisdictional Stream JS
Buffer Zone 1
Buffer Zone 2
BZ 1
BZ 2
Wetland
TUE
DUE
AUE
CRProposed Curb Ramp
CONVENTIONAL PLAN SHEET SYMBOLS
Underground Storage Tank, Approx. Loc.
Geoenvironmental Boring
HPBExisting Historic Property Boundary
P
T
TC
T FO
W
TV
TV FO
G
FSS
STATE OF NORTH CAROLINA, DIVISION OF HIGHWAYS
Note: Not to Scale
UST
Contaminated Site: Known or Potential
Known Contamination Area: Soil
Potential Contamination Area: Soil
Known Contamination Area: Water
Potential Contamination Area: Water
Primary Horiz Control Point
Primary Horiz and Vert Control Point
Secondary Horiz and Vert Control Point
Vertical Benchmark
Computed Property Corner
RIGHT OF WAY & PROJECT CONTROL:
Existing Right of Way Monument
Proposed Right of Way Line
Existing Right of Way Line
(Rebar and Cap)
Proposed Right of Way Monument
Proposed C/A Monument (Rebar and Cap)
Proposed Temporary Construction Easement
Proposed Temporary Drainage Easement
Proposed Permanent Drainage Easement
Existing Curb
Proposed Permanent Utility Easement
Proposed Temporary Utility Easement
Proposed Aerial Utility Easement
Proposed Slope Stakes Fill
Proposed Permanent Drainage/Utility Easement
Existing Permanent Easement Monument
(Rebar and Cap)
Proposed Permanent Easement Monument
Existing C/A Monument
Proposed ROW and CA Line RW
CA
Existing Control of Access Line
Proposed Control of Access Line
U/G Telephone Cable Hand Hole
U/G Power Line (SUE - LOS B)*
U/G Power Cable Hand Hole
U/G Power Line (SUE - LOS D)*
U/G Power Line (SUE - LOS C)*
U/G Telephone Cable (SUE - LOS B)*
U/G Telephone Cable (SUE - LOS C)*
U/G Telephone Cable (SUE - LOS D)*
U/G Telephone Conduit (SUE - LOS B)*
U/G Telephone Conduit (SUE - LOS C)*
U/G Telephone Conduit (SUE - LOS D)*
U/G Fiber Optics Cable (SUE - LOS B)*
U/G Fiber Optics Cable (SUE - LOS C)*
U/G Fiber Optics Cable (SUE - LOS D)*
U/G Water Line (SUE - LOS B)*
Above Ground Water Line
U/G Water Line (SUE - LOS C)*
U/G TV Cable (SUE - LOS B)*
U/G Water Line (SUE - LOS D)*
U/G TV Cable (SUE - LOS C)*
U/G TV Cable (SUE - LOS D)*
U/G Fiber Optic Cable (SUE - LOS B)*
U/G Fiber Optic Cable (SUE - LOS C)*
U/G Fiber Optic Cable (SUE - LOS D)*
U/G Gas Line (SUE - LOS B)*
U/G Gas Line (SUE - LOS C)*
U/G Gas Line (SUE - LOS D)*
SS Force Main Line (SUE - LOS B)*
SS Force Main Line (SUE - LOS C)*
SS Force Main Line (SUE - LOS D)*
Utility Unknown U/G Line (SUE - LOS B)*
]
Existing Iron Pin (EIP)
Existing Concrete Monument (ECM)
* SUE - Subsurface Utility Engineering
LOS - Level of Service - A,B,C or D (Accuracy)
U/G Power Line Test Hole (SUE - LOS A)*
U/G Telephone Test Hole (SUE - LOS A)*
SS Force Main Line Test Hole (SUE - LOS A)*
U/G Gas Line Test Hole (SUE - LOS A)*
U/G TV Test Hole (SUE - LOS A)*
U/G Water Line Test Hole (SUE - LOS A)*
(Concrete)
Proposed Right of Way Monument
Proposed C/A Monument (Concrete)9/10/2021
SHEET NO.PROJECT REFERENCE NO.K:\RAL_Roadway\011775062 - Cary Parkway Bridge\Roadway\Proj\BL-0024_rdy_psh_1C.dgn3/22/2022421 FAYETTEVILLE STREET, SUITE 600
C 2021
RALEIGH, NC 27601
BL-0024 1C
NAD 83/2011NC GRIDDATUM DESCRIPTION
NORTHING: 753728.068(ft) EASTING: 2064266.873(ft)
ELEVATION: 358.781(ft)
THE AVERAGE COMBINED GRID FACTOR USED ON THIS PROJECT
THE N.C. LAMBERT GRID BEARING AND
LOCALIZED HORIZONTAL GROUND DISTANCE FROM
"GPS-2" TO -L- STATION 9+20 IS
S75°10'58"W 1037.2367'
ALL LINEAR DIMENSIONS ARE LOCALIZED HORIZONTAL DISTANCES
VERTICAL DATUM IS NAVD88.
THE LOCALIZED COORDINATE SYSTEM DEVELOPED FOR THIS PROJECT
IS BASED ON THE STATE PLANE COORDINATES ESTABLISHED BY
OTHERS FOR MONUMENT "GPS-2"
(GROUND TO GRID) IS: 0.9999087011
P-102
P-103
P-104
P-105
P-106
LOW UTILITY=382.14'
LOW POWER=397.46'
P-102
LOW UTILITY=380.55'
LOW POWER=389.33'
P-103
LOW UTILITY=373.42'
LOW POWER=382.60'
P-104
LOW UTILITY=372.73'
LOW POWER=382.67'
P-105
LOW UTILITY=370.26'
LOW POWER=386.92'
P-106
S
CONC
SW
CO
N
C SWSM
T
L
GUARDRA
IL LPEX
IS
T
ING

R
/W
E
X
IS
T
IN
G

R
/W
WOODS
WOODSRIP RA
P30" CONC C&G30" CONC C&GDB
11813
PG
765
20' GREENWAY
EASEMENT
EIP
0.47' EIP TO R/WINV=346.38'
12
" RCP
INV=350.77'INV=351.14'
24" RCP 18" RCPFO
U
N
D
E
N
D

N
O
T

FOUND
END NOT
12
" RCP(G
IS)15"
R
C
PC
O
N
C 30" CONC C&GSD-106
107
SD-
SD-108
WOODS
PA
V
E
D
MTL GURADRAIL
MTL GUARDRAIL
WOODS
WOODS
WOODS
WOODS
CONC DITCH
30" CONC C&G
18" CMP
12
" CMP
INV=347.45'N 89°30'00"
W
311.62'
HW
10" CONC
SD-105
WOODS
BLACK CREEK
WOODS
TOP=311.18'
SSMH
INV IN=300.78'
INV OUT=300.58'BM 1982 PG 24440' UTI
LI
TY EASEM
ENTN 01°05'19" EN 06°42'21" W559.84'TOWN OF CARY
BM 1994 PG 1888
DB 6394 PG 186
PIN 0765-23-7973
1000HL APTS, LLC
BM 1994 PG 859
DB 18175 PG 1924
PIN 0765-53-4335
BM 1988 PG 1069
DB 12949 PG 1287
DB 7775 PG 470
PIN 0765-44-4056
MID AMERICA APARTMENTS, LLC
472.16' TOTALASSOCIATION, INC.
BEECHTREE OF CARY HOME OWNERS
BM 1988 PG 1069
DB 4326 PG 567
PIN 0765-64-1435
PAVEDWOODS
DB
117
9
4 PG
6
9
6
2
0' GREENWAY EAS
EMENTMTL GUARDRAIL
CONC SW PAVEDEXISTING R/W
CONC BRIDGE
WOODS
WOODS
WOODS
WOODS
CONC DITCH BLACK CREEKEIP
INV=303.26'
18" RCP
15" CMP
24" RCP15" RCPINV=302.84'SOILCAPBENT CAPBENT CAPBENT 12" CPP
SEAT=345.95'
GATE
SD-102
SD-103
SD-104
PAVEDSS
WOODS
WOODS
30" CONC C&G18" RCP
SOIL
SD-101
TOWN OF CARY
BM 1994 PG 1888
DB 6394 PG 186
PIN 0765-23-7973
SSMH
TOP=308.32'
INV IN=299.54'
INV OUT=299.41'PAVED30" PVCBM 1982 PG 24440' UTILITY EASEMENTN 00°33'39" E748.89'S 89°03'50" E1395.66'
TOWN OF CARY
BM 1994 PG 1888
DB 6394 PG 186
PIN 0765-23-7973
EXISTING R/W CAPBENT WOODS
LOW WIRE=378.88'LOW WIRE=370.12'
LOW WIRE=367.69'
LOW WIRE=370.17'
G
PS-2106.00'106.00'HW
10" CONC
INV=343.97'
HW
10" CONC
LOW WIRE=363.57'
INV=359.42'HH
BL-101
GUARDRAIL
MTL
HW
8" CONC
345.94'
INV=
FOOT BRIDGE
METAL & WOOD
NW
CARY
PARKWAY
(SR
3112) 24
' PAVED
ROADWAY
C
&
G30" C
O
N
C

RAP
RIP
NW CARY PARKWAY (SR 3112) 24' PAVED ROADWAY
SD-102
CB
TOP=355.09'
INV IN (W)=349.90'
INV IN (S)=349.69'
INV OUT (N)=349.55'
SD-101
CB
TOP=365.34'
INV IN (W)=361.80'
INV OUT (E)=361.75'
SD-103
DI
TOP=353.36'
INV OUT=350.48'
SD-104
DI
TOP=306.80'
INV OUT=303.75'
SD-105
(2) DI
TOP=345.81'
INV IN (W)=342.51'
INV OUT (SW)=342.24'
SD-108
DI
TOP=356.77'
INV IN (N)=349.23'
INV OUT (W)=349.11'
SD-106
CB
TOP=360.01'
NO INVERTS
FULL OF DEBRIS
SD-107
CB
TOP=360.39'
INV OUT=356.82'
BENCHLITE NAIL IN 14" PINE
BM1 - ELEV=349.45'
10" CONC HW
SEAT=350.94'SEAT=348.54'
SEAT=348.95'SEAT=351.33'SEAT=347.00'
SEAT=347.04'SEAT=345.89'SEAT=345.20'
SEAT=344.57'
SEAT=344.38'
SEAT=345.53'HHHH4 ", PVC, TOWN OF CARYTOWN OF CARY
12 ", DIP,
TOWN OF CARY
12 ", DIP,
WATERLINE ATTACHED TO BRIDGE
FUTURE 6" STUB
12 ", D
IP, TO
W
N
O
F
C
A
R
Y
AERIAL FO LINE
12 ",
D
IP, TO
W
N
O
F
C
A
R
Y
AT&T Corp.
C
orp.
A
T
&
T
W
Charter
RAP
RIP 12" D
I
WATER
L
INE
12" DI WATER LINE
SHEET NO.PROJECT REFERENCE NO.3/22/2022K:\RAL_Roadway\011775062 - Cary Parkway Bridge\Roadway\Proj\BL-0024_rdy_typ.dgnDOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
BL-0024
421 FAYETTEVILLE STREET, SUITE 600
C 2021
RALEIGH, NC 27601
ROADWAY DESIGN
ENGINEER
GRADE
CL
POINT
S
FINAL PAVEMENT DESIGN
S
-L- STA 15+95.00 TO STA 19+46.92
GROUND
EXISTING
3:1
5'
-L-
0.02
5'2'2'
THIS LINE
GRADE TO
1'1'5'
CL -L-
5'
TYPICAL SECTION NO. 3
6"6"
2A-1
TYPICAL SECTION NO. 1
GRADE
POINTS
-L- STA 9+75.00 TO STA 10+75.00
GROUND
EXISTING
GROUND
EXISTING2:15'
0.02
5'2'2'
1'1'
6"6"
VA
R
IE
S

0.080.02
GRADE
CL
POINTS
GROUND
EXISTING
4
:1
5'
-L-
0.02
5'2'2'
1'1'
6"6"
GROUND
EXISTING
FENCE
AESTHETIC
0.080.02
WALL
MSE RETAINING
VARIES
0.5'
TYPICAL SECTION NO. 2
-L- STA 11+46.50 TO STA 14+31.50
GRADE
CL
POINTS
-L- STA 14+75.69 TO STA 15+95.00
5'
-L-
0.02
5'2'2'
THIS LINE
GRADE TO
1'1'
6"6"
0.080.02
WALL
MSE RETAINING
TYPICAL SECTION NO. 4
GROUND
EXISTING
CURB AND GUTTER
RETAIN EXIST
VARIES
PROPOSED GUARDRAIL
SAFETY RAIL
STANDARD METAL
GROUND
EXISTING
GROUND
EXISTING
0.08
TYPICAL SECTION NO. 5
3:1
-L- STA 10+75.00 TO STA 11+46.50 (BEGIN BRIDGE)
-L- STA 14+31.50 (END BRIDGE) TO STA 14+75.69
6"
VARIES V
A
R
IE
S

GRADE
POINT
THIS LINE
GRADE TO
THIS LINE
GRADE TO
PROPOSED 6" CONCRETE SIDEWALK
RUBRAIL CONNECTION DETAIL
NOT TO SCALE
COMPOSITE WOOD RUBRAIL DETAIL
1
NUT
WASHER
HEAD BOLT
BUTTON
WOOD RUBRAIL
2"X6" COMPOSITE
2. REFER TO PLANS FOR RUBRAIL LOCATIONS.
STANDARDS. REFER TO NCDOT STD DWG 862.02 FOR ADDITIONAL INFORMATION.
1. RUBRAIL CONNECTION TO EXISTING GUARDRAIL MUST CONFORM TO NCDOT
NOTES:
GUARDRAIL
PROPOSED
GROUND
EXISTING
SEE CONNECTION DETAIL
WOOD RUBRAIL
2"X6" COMPOSITE
SEE DETAIL 1
COMPOSITE WOOD RUBRAIL
CL -L-
SHEET NO.PROJECT REFERENCE NO.3/22/2022K:\RAL_Roadway\011775062 - Cary Parkway Bridge\Roadway\Proj\BL-0024_rdy_psh_2B-1.dgnDOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
BL-0024
421 FAYETTEVILLE STREET, SUITE 600
C 2021
RALEIGH, NC 27601
ROADWAY DESIGN
ENGINEER
2B-1
-L-
PI Sta 56+52.25
L = 79.47'
T = 40.76'
R = 145.00'
PI Sta 57+22.90
L = 63.65'
T = 31.94'
R = 310.00'
PI Sta 59+00.26
L = 31.64'
T = 15.95'
R = 100.00'
PI Sta 60+55.72
L = 26.43'
T = 14.14'
R = 30.00'
PI Sta 61+15.16
L = 28.85'
T = 16.28'
R = 25.00'
-Y1-
PI Sta 14+14.67
L = 13.57'
T = 6.79'
R = 230.00'
PI Sta 13+20.06
L = 35.97'
T = 18.18'
R = 100.00'
PI Sta 12+31.55
L = 132.52'
T = 68.16'
R = 230.00'
PI Sta 10+69.63
L = 67.87'
T = 41.81'
R = 46.00'
-Y2-
PI Sta 14+57.74
L = 9.48'
T = 4.75'
R = 100.00'
PI Sta 10+63.53
L = 64.04'
T = 32.52'
R = 150.00'
PI Sta 11+11.68
L = 32.72'
T = 16.62'
R = 75.00'
PI Sta 14+84.85
L = 105.03'
T = 52.91'
R = 350.00'
PI Sta 15+95.08
L = 115.95'
T = 58.11'
R = 700.00'
PI Sta 18+26.79
L = 347.08'
T = 173.87'
R = 2,310.00'
SHEET NO.PROJECT REFERENCE NO.3/22/2022K:\RAL_Roadway\011775062 - Cary Parkway Bridge\Roadway\Proj\BL-0024_rdy_typ.dgnDOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
BL-0024
421 FAYETTEVILLE STREET, SUITE 600
C 2021
RALEIGH, NC 27601
ROADWAY DESIGN
ENGINEER
1871
RCA NATN,RO H C
AY IOLR 2C-1
1/8" RAD.
1/8" RADIUS
03100.01
DETAIL No.
CONCRETE CURB AND GUTTER TYPES
SIDE VIEW
MEDIAN CURB & GUTTER
1871
RCA NATN,RO H C
AY IOLR TRANSVERSE EXPANSION JOINT
FRONT VIEW
DET. 846.01 FOR CURB & GUTTER SUPERELEVATION RATES.NCDOT4. REFER TO
3. FINISH ALL CONCRETE WITH CURING COMPOUND.
SPACING WILL BE ALLOWED WHEN A MACHINE IS USED)
2. CONTRACTION JOINTS SHALL BE SPACED AT 10 FOOT INTERVALS. (A 15 FOOT
1. CONCRETE SHALL BE 3,000 P.S.I.
:NOTES
JOINT FILLER: MAINTAIN 50-FT MAX. BETWEEN
JOINTS OR AT ALL RIGID OBJECTS
1"1/2"
1-3/4" R
3/4" R 6"5"1'-0"7"2"7"3"12"9"9"
1'-6"
12"1:11/8" R
SIDE VIEW
STANDARD 30" CURB & GUTTER
1/8" RAD
1/2" RADIUS
3" RADIUS
3" RADIUS
6"2'-0"
2'-6"6"6"12"7"MIN.
4"
EFFECTIVE: 05/15/20
2'-6"
RADIUS
15"
" 8
56
2'-6"1'-0"7"RADIUS
30"
"/FT4
3
SLOPE=
SIDE VIEW
CONCRETE BORDER CURB
SIDE VIEW
ROLLED CURB18"SIDE VIEW
12 INCH CURB
1'-0"
2" R
7"7"6"
PAVEMENT
(TYPICAL)
UNDER THE CURB & GUTTER
AGGREGATE BASE COURSE (A.B.C.)
STANDARD CURB TYPE
ALTERNATE CURB TYPES
TOP OF CURB
1'-0"GUTTER LINE
STEP ONE STEP TWO
03100.12
DETAIL No.
(FOR A DRIVEWAY APRON INSTALLATION)
STANDARD METHOD OF REMOVING EXISTING CURB
1871
RCA NATN,RO H C
AY IOLR
3. THIS METHOD IS NOT ALLOWED IN NEW SUBDIVISION CONSTRUCTION.
CUT SHALL BE MADE TO THAT JOINT.
2. IF PERPENDICULAR CUT IS WITHIN 12 INCHES FROM A JOINT, THEN THE PARALLEL
WIDTH APPROVED BY THE TOWN.
1. CURB AND GUTTER SECTION SHALL BE REMOVED IN ACCORDANCE WITH DRIVEWAY
:NOTES
GUTTER LINE
TO BACK OF CURB AND THEN PARALLEL WITH
" DEEP CUT SHALL BE MADE PERPENDICULAR 2
1A 1
WITHIN THREE (3) WORKING DAYS
PORTION TO BE REMOVED AND REPLACED
BE REMOVED
PORTION TO
" DEEP SCORE2
11
" DEEP SCORE2
11
EFFECTIVE: 05/15/20
09100.05
SHEET 1 OF 1
DETAIL No.
STANDARD CONCRETE STREET-SIDE TRAIL
1871
RCA NATN,RO H C
AY IOLR TRANSVERSE EXPANSION JOINT
TYPICAL SECTION
PLAN VIEW
EXISTING SLOPES TO CREATE AN EVEN TRANSITION.
7. SIDE SLOPES SHALL NOT EXCEED 3:1. CUT & FILL SLOPES SHALL TIE INTO
BACK OF CURB.
6. TRAILS WILL MEANDER BUT SHALL BE LOCATED MINIMUM 5 FEET FROM THE
EDGE OF TRAIL.
SHALL BE LOCATED WITHIN TRAIL AND SHALL BE MINIMUM 2 FEET FROM THE
5. NO ABOVE GROUND UTILITIES OR UTILITY SURFACE COVERS/PLATES/MANHOLES
4. SAW CUT JOINTS TO WIDTH OF TRAIL.
3. A 6 INCH DEPTH IS REQUIRED.
2. ALL CONCRETE TO BE FINISHED WITH CURING COMPOUND.
1. TRANSVERSE EXPANSION JOINTS TO BE A MAXIMUM OF 50 FEET.
: NOTES
(CONCRETE 3,000 P.S.I.)
PROPOSED TRAIL
OF NO LESS THAN 95%
COMPACTED TO A DENSITY
0.02'/FT MAX.0.02'/FT 0.02'/FT
SHOULDER
GRASSED
2'-0"
SHOULDER
GRASSED
2'-0"
TRAIL SURFACEJOINT FILLER
1/8" RADIUS
6"
1/4"
1/2"BACK OF CURBR/WSTREETSCAPE BUFFER40'-0" MAXIMUM
5'-0" MIN.10'-0" TRAILTRAIL
SHEETS)
LANDSCAPING
NOTES ON
(SEE ADDITIONAL
AND PLANTINGS
BETWEEN TRAIL
MINIMUM 5'-0" ROADWAYPOLE
LIGHT
2
0-
F
T TOC GREENWAY EASEMENTRADIUS
MIN. 50-FT
EFFECTIVE: 05/15/20
1
2
3
31
TYPE 1
TYPE 1A
1
2
3
1
2
3
2
TYPE 1B
DETAIL No.
ALTERNATIVE CURB RAMPS - DIRECTIONAL RAMPS
1871
RCA NATN,RO H C
AY IOLR
03200.13
BUT ONLY IF THE BOTTOM OF THE CURB RAMP IS NO MORE THAN 5 FEET FROM THE BACK OF CURB.
2. DETECTABLE WARNINGS MAY BE PLACED PERPENDICULAR ACROSS THE BOTTOM OF THE CURB RAMP,
BE ALIGNED WITH THE CENTERLINE OF THE RAMP.
1. ON LANDINGS AND FLUSH TRANSITIONS AT RADIUS RETURNS: ROWS OF DOMES ARE NOT REQUIRED TO
:TYPE 1 NOTES
1
REFER TO STANDARD DETAIL 03200.07 FOR ALL RAMP NOTES
:NOTE
SURFACE
DETECTABLE WARNING
6"x 12" CONCRETE CURB
5'-0" MINIMUM
LANDING WIDTH
2'-6" CURB & GUTTER
5'-0" MINIMUM
SIDEWALK WIDTH
5'-0" MINIMUM
LANDING WIDTH
NON-WALK SURFACE
DETECTABLE WARNING SURFACE
GUTTER 8.33% (12:1) MAX SLOPE
DEPRESSED 2'-6" CURB AND
MIN.
4'-0"
DEPRESSED CURB
CONCRETE
5'-0" MAX
8.33% (12:1) MAX RAMP SLOPE
PAY LIMITS FOR 1 CURB RAMP
CROSS SLOPE: 2.00%
TURNING MANEUVERS. SLOPE TO DRAIN TO CURB.
SLOPE OF 2.00% WHERE PEDESTRIANS PERFORM
WITH A MAXIMUM CROSS SLOPE AND LONGITUDINAL
CURB RAMPS REQUIRE A 4 FOOT MINIMUM LANDING
SURFACE
DETECTABLE WARNING
2'-6" CURB & GUTTER
5'-0" MINIMUM
SIDEWALK WIDTH
6"x 12" CONCRETE CURB
5'-0" MINIMUM
SIDEWALK WIDTH
6"x 12" CONCRETE CURB
GRADE BREAK
NON-WALK SURFACE
EFFECTIVE: 05/15/20
SHEET NO.PROJECT REFERENCE NO.3/22/2022K:\RAL_Roadway\011775062 - Cary Parkway Bridge\Roadway\Proj\BL-0024_rdy_typ.dgnDOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
BL-0024
421 FAYETTEVILLE STREET, SUITE 600
C 2021
RALEIGH, NC 27601
ROADWAY DESIGN
ENGINEER
2C-2
1871
RCA NATN,RO H C
AY IOLR
DETAIL MODIFIED BY KIMLEY-HORN
REFER TO PLANS FOR SPECIFIC LOCATIONS
NOTE: PLACE ONE BOLLARD IN CENTER AS DIRECTED BY THE TOWN
: BLACKCOLOR
: MAJESTIC 48", 3-RAIL x 8' NOMINAL PANELSTYLE
: AEGIS PLUSTYPE
: 1-888-333-3422PHONE
OR EQUIVALENT
www.ameristarfence.com
TULSA, OK. 74116
1555 N. MINGO
: AMERISTARMFG
STEEL FENCE INFORMATION
EFFECTIVE: 07/01/21
DETAIL No.
STANDARD GREENWAY CURB RAMP
1871
RCA NATN,RO H C
AY IOLR
09200.01
SHEET 1 OF 1
TRANSITION
CURB
5'-0"
TRANSITION
CURB
5'-0"
B
GREENWAY10'-0" STRI
P5'-0" GRASS WI
TH MAX.
5
% SLOPEVAR. LENGTH TO
1
2'-
6"WI
TH MAX.
5
% SLOPEVAR. LENGTH TO
1
2'-
6"
DOMES
WARNING
GUTTER SHOWN)
(EXISTING CURB &
DROP CURB
ELEVATION
GREENWAY
EXISTING
WITH VARIABLE SLOPE
VAR. LENGTH TO 12'-6"
GRASS STRIP GRASS STRIP

1
0'-
0" MI
N.
WARNING DOMES
DETECTABLE
DROP CURB
10'-0" MINIMUM
CURB RAMP
ISOMETRIC VIEW
SECTION A-A
SECTION B-B12:1 MAX. RAMP
10'-0" GREENWAY
9"
10:1
2'-
0"10:110:110
:1
GUTTER
DETECTABLE WARNING DOMES
RAMP WIDTH AREA
2'-0" LENGTH0.90"R TO 1.40"R
BASE DIAMETER
BASE DIAMETER
THAN 65% OF THE
50% TO NO MORE
NO LESS THEN
TOP DIAMETER OF
1.4"
to
0.9"
MIN.
0.65"
2.4"
to
1.6"
0.20"
THE TOP OF RAMPS, WILL BE CUT THROUGH LEVEL WITH THE SURFACE STREET.
4. SMALL CHANNELIZATION ISLANDS THAT CAN NOT PROVIDE A 5'x10' LANDING AT
3. ALLOWABLE CROSS SLOPE ON SIDEWALKS AND CURB RAMPS WILL BE 2% MAXIMUM.
IN THE PAVEMENT MARKING PLANS.
2. LOCATE CURB RAMPS AND PLACE PEDESTRIAN CROSSWALK MARKINGS AS SHOWN
1. CONSTRUCT THE RAMP SURFACE TO BE STABLE, FIRM, AND SLIP RESISTANT.
:NOTES
A
B
A
TOP OF CURBSTRIP5'-0" GRASS
2% MAXIMUM CROSS SLOPE
DI
RECTI
ONSSLOPE ALL
MAX. 2%
ENTIRE RAMP.
DARK-ON-LIGHT SEQUENCE COVERING THE
SURFACE, EITHER LIGHT-ON-DARK, OR
CONTRAST VISIBILITY WITH ADJOINING
2. DETECTABLE WARNING DOMES WILL
RAMP FLOOR AS SHOWN ON THE DETAILS.
FEET OF LENGTH AND FULL WIDTH OF THE
1. DETECTABLE WARNING DOMES WILL COVER 2
:NOTES
DETECTABLE
2'-0"
EXPANSION JOINT (TYP.)
FALL WITHIN CROSSWALK LIMITS
THIS PORTION OF RAMP MUST
(40" MIN. FLOOR WIDTH)
ANY RADII
DUAL RAMPS
BETWEEN RAMPS
FULL HEIGHT CURB
NOT LESS THAN 2'-0"
EXISTING SIDEWALK
THE RETURN.
RAMPS MAY EXTEND OUTSIDE
: A PORTION OF ONE OR BOTHNOTE
STRIP
GRASS
5'-0"
PLAN VIEW
CURB
TRAIL
GREENWAY
10'-0"
STRIP
GRASS
5'-0"
CURB
DETECTABLE WARNING DOMES
HI-VISIBILTY CROSSWALKLENGTH2'
-0"
1
0'-
0
"10'-0"HI-VISIBILTY CROSSWALK
10:1
10:1
EFFECTIVE: 05/15/20
09200.04
SHEET 1 OF 1
DETAIL No.
1871
RCA NATN,RO H C
AY IOLR
STANDARD REMOVABLE BOLLARD
AND TWO COATS BENJAMIN MOORE HUNTER GREEN METAL ENAMEL.
ALL METAL SHALL BE GALVANIZED PAINT, ONE COAT METAL PRIMER
:NOTE
BACK & FRONT OF BOLLARD, NOT STICKING OUT INTO TRAVEL WAY.
ALIGN BOLLARD PIPE & GROUND INSERT SO EYES ARE LOCATED AT
:REMOVABLE BOLLARD
FRONT VIEW
PLAN VIEW
SIDEWALK
TRAIL
GREENWAY
(TYPICAL)
BOLLARD
TO TOP OF BOLLARD
STEEL DOME TOP, WELDED
FOOTING
CONCRETE
3,000 P.S.I.
TO GROUND INSERT
LOCKING EYE, WELDED
WELDED TO BOLLARD
LOCKING EYE,
GROUND INSERT
5" DIAMETER
FINISHED GRADE 4"
1'-6"
OF BOLLARD
ON FRONT & BACK
6" HANDLE, ALIGN
(TYPICAL FOR ALL 3)
REMOVABLE BOLLARD
BOLLARD
6" FROM TOP OF
TAPE, 3" WIDE AND
YELLOW REFLECTIVE
3'-6"
6"
6"
1'-0"
10'-0"
STAMPED CONCRETE
30'-0" WITHOUT
STAMPED CONCRETE
50'-0" WITH
6'-0"
1'-0"
BOLLARD
CENTERED ON
DIAMOND
THERMOPLASTIC
YELLOW
2" THICK
EFFECTIVE: 05/15/20
09200.02
SHEET 1 OF 1
DETAIL No.
STANDARD GREENWAY DRIVEWAY APRON
1871
RCA NATN,RO H C
AY IOLR TYPICAL SECTION
THICKNESS 3,000 P.S.I.
WITH 6" MINIMUM
CONCRETE TRAIL APRON EXPANSION JOINT
COMPACTED BACKFILL
PAVEMENT
EXISTING
5'-5"
2%
SIDEWALK
10.67%
EXPANSION JOINT
SLOPE OF 2.00% TO DRAIN TO CURB.
MAXIMUM CROSS SLOPE AND LONGITUDINAL
8.33% (12:1) MAX RAMP SLOPE GREENWAY TRAIL
STAMPED CONCRETE
6" CONCRETE CURB
2'-6" CURB & GUTTER
CONCRETE CURB
6" x 12"
AREA SIDEWALK
.5-FT RADUIS (TYP.)
NON-WALK SURFACE
DETECTABLE WARNING SURFACE
ISOMETRIC VIEW
CROSS SLOPE: 2.00%
1
2
3
3FLUSH WITH SIDEWALK/TRAIL.
CURB SHALL BE TAPERED TO FINISH
:NOTE
10'-0" MIN.
MIN. (TYPICAL)
.5-FT RADIUS
1
2
1
AREA SIDEWALK
5'-0" MINIMUM
SIDEWALK WIDTH
5'-0" MINIMUM
UTILITY STRIP
EXPANSION JOINT (TYPICAL)
10'-0" MIN.
DETECTABLE WARNING DOMES
RAMP WIDTH AREA
2'-0" LENGTH0.90"R TO 1.40"R
BASE DIAMETER
BASE DIAMETER
THAN 65% OF THE
50% TO NO MORE
NO LESS THEN
TOP DIAMETER OF
1.4"
to
0.9"
MIN.
0.65"
2.4"
to
1.6"
0.20"
DARK-ON-LIGHT SEQUENCE COVERING THE ENTIRE RAMP.
ADJOINING SURFACE, EITHER LIGHT-ON-DARK, OR
2. DETECTABLE WARNING DOMES WILL CONTRAST VISIBILITY WITH
FULL WIDTH OF THE RAMP FLOOR AS SHOWN ON THE DETAILS.
1. DETECTABLE WARNING DOMES WILL COVER 2 FEET OF LENGTH AND
:DETECTABLE WARNING DOME NOTES
2
EFFECTIVE: 05/15/20
09400.01
SHEET 1 OF 1
DETAIL No.
1871
RCA NATN,RO H C
AY IOLR
STANDARD METAL SAFETY RAIL WITH VERTICAL PICKETS
: BLACKCOLOR
: CORONAS (RINGS)ACCESSORIES
: MAJESTIC 48", 3-RAIL x 8' NOMINAL PANELSTYLE
: AEGIS PLUSTYPE
: 1-888-333-3422PHONE
OR EQUIVALENT
www.ameristarfence.com
TULSA, OK. 74116
1555 N. MINGO
: AMERISTARMFG
STEEL FENCE INFORMATION
FINISHED GROUND
FOOTING DEPTH
36" MIN.
MIN.
48"
"4
15
MAX.
" 4
31
"2
195
EDGE TO EDGE
" SPACING, 4
33
MINIMUM
3"
FORERUNNER RAIL
"sq. 2
11
"sq. x 12ga. POST2
12
"sq. x 17ga. PICKET4
3

BOTTOM OF PICKETS
RAIL FLUSH WITH
"8
11
MINIMUM 2 FEET CLEAR BETWEEN RAIL & TRAIL EDGE.
:NOTE
SHEET NO.PROJECT REFERENCE NO.3/22/2022K:\RAL_Roadway\011775062 - Cary Parkway Bridge\Roadway\Proj\BL-0024_rdy_typ.dgnDOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
BL-0024
421 FAYETTEVILLE STREET, SUITE 600
C 2021
RALEIGH, NC 27601
ROADWAY DESIGN
ENGINEER
2C-3
1871
RCA NATN,RO H C
AY IOLR
316 NORTH ACADEMY ST.
www.townofcary.org
ARC NI
1871
ATNY,RO H CA
OLRCARY, NC 27513
KIMLEY-HORN
CONTRACTOR
PRIME
SUB CONTRACTORS
MAJOR (3'-6") MAXIMUM
SIGN HEIGHT 42"
AS NECESSARY
SUPPORT DEPTH
GROUND
10000.02
DETAIL No.
PROJECT IDENTIFICATION SIGN FOR TOWN OF CARY
1871
RCA NATN,RO H C
AY IOLRTOTAL SIGN AREA = 32 SF/SIDE (MAXIMUM)
: NOTE
PARKS & TRANSPORTATION BOND PROJECTS
EFFECTIVE: 05/15/20
TITLE OF PROJECT
Town Caryof
09700.02
SHEET 1 OF 1
DETAIL No.
STANDARD PUBLIC TRAIL SIGN: STEEP SLOPE
1871
RCA NATN,RO H C
AY IOLR
FRONT VIEW
DETAIL
POST MOUNTING
TRAIL/GREENWAY
DIA.
1'-0"
4"
2'-0"5'-0" MAXIMUM4'-0" MINIMUMFROM FINISHED GRADE OF TRAIL1'-6"
5'-0" MAX.
2'-0" MIN.
UNLESS NOTED OTHERWISE
" O.D. 8
3TUBULAR STEEL POST, 2
SIGN
UNDISTURBED SUBGRADE
COMPACTED OR
COMPACTED AGGREGATE BASE
3,000 P.S.I. @ 28 DAYS
CONCRETE FOOTING
CAP. PAINT TO MATCH POST.
USE FLAT POUND-IN POST
(PUGET SOUND BLUE, SATIN FINISH)
PAINT COLOR C-1: PMS 2955
" OUTER DIAMETER STEEL POST, 8
32
GRADE 6061 OR BETTER.
0.125 MINIMUM GAUGE ALUMINUM,
SIGN: MUTCD W7-5.
FINISHED GRADE
AWAY FROM POST
SLOPE TO DRAIN
MOUNTING DETAIL (THIS SHEET).
BOLT (TYPICAL). SEE POST
SHALL BE MOUNTED DIRECTLY BELOW.
HEIGHT SPECIFICATIONS AT RIGHT, AND CURVES AHEAD SIGN
POLE, STEEP SLOPE SIGN FACE SHALL BE MOUNTED PER
W1-5 SIGN FACE IS TO BE MOUNTED ON SAME MUTCD4. IF
COLOR AND REFLECTION.
REQUIREMENTS FOR MUTCD3. SIGN SHALL MEET CURRENT
PROVIDE A SMOOTH SURFACE.
2. ALL VISIBLE WELDS TO BE CONTINUOUS AND GROUND TO
1. COLOR CODE REFERENCES THE PANTONE MATCHING SYSTEM.
:NOTE
"-18 GALVANIZED TRIDENT NUT16
5
GALVANIZED WASHER
WASHER
GALVANIZED
WASHER
NYLON VANDAL RESISTANT BOLT
" GALVANIZED, ONE-WAY 2
1"x 316
5
SEE NOTE 4
EFFECTIVE: 05/15/20
SHEET NO.PROJECT REFERENCE NO.K:\RAL_Roadway\011775062 - Cary Parkway Bridge\Hydraulics\CADD\PSH\BL-0024_hyd_psh_2D-1.dgn3/22/2022421 FAYETTEVILLE STREET, SUITE 600
C 2022
RALEIGH, NC 27601
BL-0024
ROADWAY DESIGN
ENGINEER
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
2D-1
DIRECTED BY THE ENGINEER
TRANSITION CURB DOWN AS
CONCRETE FLUME
END MODIFIED
8" X 4" LIP CURBCONCRETE FLUME
BEGIN MODIFIED
OPTIONAL SEE RDY. PLANS
SHOULDER BERM GUTTER
APPROACH SLAB
BRIDGE
15'-0"
MODIFIED CONCRETE FLUME
PAY LIMITS - PER EACH

A
A
OUTLET
2'-8"
DEPRESSION
3"
PAVED SHOULDER
EDGE OF LANE
1'-0" R.2'-0"B B
DOWEL BARS
(4) 12" #6
CL
STRUCTUREPLAN VIEW
MIN.
2'-4" OPTIONAL SEE RDY. PLANS
SHOULDER BERM GUTTER
MODIFIED CONCRETE FLUME DETAIL
SEE ROADWAY PLANS
AT STRUCTURE 0406
END RIP-RAP DITCH
- REFERENCE NCDOT SPECIAL DETAIL MODFLMDTCH AND NCDOT SPECIAL PROVISION SP8 R10.
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
ROADWAY DESIGN
SHEET NO.PROJECT REFERENCE NO.
ENGINEER
3/22/2022BL-0024
PRELIMINARY RETAINING WALL -WALL_1- PLAN
PRELIMINARY RETAINING WALL -WALL_1- ELEVATION
316
314
312
318
320
322
324
326
328
356
330
332
334
336
338
340
342
344
346
348
350
352
354
310
368
358
360
362
364
366
370
372
374
376
378
380
382
384
386
388
2N-1
NAD 83/2011NC GRID0
0
PROFILE (HORIZONTAL)
PLANS
PROFILE (VERTICAL)
0 10
02040
10 5 20
40 80
GRAPHIC SCALES
80 1604080
TOP OF WALL
EXISTING GROUND
ELEV = 336.36'
-L- Sta. 11+36.50' (XX' LT)
-WALL_1- Sta. 10+40.64 =
FACE OF RETAINING WALL
BOTTOM OF WALL AT FRONT
ELEV = 352.07'
-L- Sta. 11+05.61 (7.50' LT)
-WALL_1- Sta. 10+00.00 =
ELEV = 358.75'
-L- Sta. 11+05.61 (7.50' LT)
-WALL_1- Sta. 10+00.00 =
BEGIN RETAINING WALL
ELEV = 357.78'
-L- Sta. 11+42.23 (10.38' LT)
-WALL_1- Sta. 10+49.96 =
END RETAINING WALL
ELEV = 337.65'
-L- Sta. 11+42.23 (10.38' LT)
-WALL_1- Sta. 10+49.96 =ABUTMENT111010+00-L- Sta. 11+05.61 (7.50' LT)
-WALL_1- Sta. 10+00.00 =
BEGIN RETAINING -WALL_1-
-L- Sta. 11+42.23 (10.38' LT)
-WALL_1- Sta. 10+49.96 =
END RETAINING -WALL_1-
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
ROADWAY DESIGN
SHEET NO.PROJECT REFERENCE NO.
ENGINEER
3/22/2022BL-0024
PRELIMINARY RETAINING WALL -WALL_1- PLAN
316
314
312
318
320
322
324
326
328
356
330
332
334
336
338
340
342
344
346
348
350
352
354
310
368
358
360
362
364
366
370
372
374
376
378
380
382
384
386
388
1110 12 139
2N-2
NAD 83/2011NC GRID0
0
PROFILE (HORIZONTAL)
PLANS
PROFILE (VERTICAL)
0 10
02040
10 5 20
40 80
GRAPHIC SCALES
80 1604080
PRELIMINARY RETAINING WALL -WALL_2- ELEVATION
PRELIMINARY RETAINING WALL -WALL_2- PLAN
EXISTING GROUND
TOP OF WALL
FACE OF RETAINING WALL
BOTTOM OF WALL AT FRONT
ELEV = 350.73'
-L- Sta. 14+35.59 (10.15' LT)
-WALL_2- Sta. 10+00.00 =
BEGIN RETAINING WALL
ELEV = 338.45'
-L- Sta. 14+35.59 (10.15' LT)
-WALL_2- Sta. 10+00.00 =
ELEV = 350.05'
-L- Sta. 14+75.00 (7.50' LT)
-WALL_2- Sta. 10+46.94 =
ELEV = 350.63'
-L- Sta. 15+95.00 (7.50' LT)
-WALL_2- Sta. 11+67.65 =
END RETAINING WALL
ELEV = 334.40'
-L- Sta. 14+51.96 (18.54 LT)
-WALL_2- Sta. 10+20.00 = ABUTMENTELEV = 350.11'
-L- Sta. 15+25.00 (7.50' LT)
-WALL_2- Sta. 10+98.0115+00-L- Sta. 15+95.00 (7.50' LT)
-WALL_2- Sta. 11+67.65 =
END RETAINING -WALL_2-
-L- Sta. 14+35.59 (10.15' LT)
-WALL_2- Sta. 10+00.00 =
BEGIN RETAINING -WALL_2-
SHEET NO.PROJECT REFERENCE NO.K:\RAL_Roadway\011775062 - Cary Parkway Bridge\Roadway\Proj\BL-0024_rdy_sum.dgn3/22/2022421 FAYETTEVILLE STREET, SUITE 600
C 2022
RALEIGH, NC 27601
BL-0024
ROADWAY DESIGN
ENGINEER
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
IN CUBIC YARDS
SUMMARY OF EARTHWORK
STATION STATION
UNCLASSIFIED
TOTAL
EXCAVATION
BORROW
EMBANKMENT WASTE
TOTALUNDERCUT
+25%
EMBANKMENT
SUBTOTAL
PROJECT TOTAL
GRAND TOTAL
SAY
SHOULDER MATERIAL
ENGINEERING UNIT.
PART ON SUBSURFACE DATA PROVIDED BY THE GEOTECHNICAL
DESIGN UNIT. THESE EARTHWORK QUANTITIES ARE BASED IN
EARTHWORK QUANTITIES ARE CALCULATED BY THE ROADWAY
FOR AT THE CONTRACT LUMP SUM PRICE FOR "GRADING."
AND REMOVAL OF EXISTING ASPHALT PAVEMENT WILL BE PAID
UNCLASSIFIED EXCAVATION, BORROW EXCAVATION, FINE GRADING,
NOTE: APPROXIMATE QUANTITIES ONLY. CLEARING AND GRUBBING,
TYPE III
WARRANT POINT
81.25LT
LESS ANCHOR DEDUCTIONS
TL-3
ATTENUATOR
IMPACT
GREU TL-3
GUARDRAIL SUMMARY
SURVEY
-L-
-L-
SUBTOTAL
TYPE III
=
=
TOTAL
SAY
STRAIGHT
LOCATIONEND STA.BEG. STA.LINE
CURVED
LENGTH
FACED
DOUBLESHOP APPROACH
END END
TRAILING
ANCHORS
NGGEA
REMARKS
E.O.L.
FROM
DIST.
"N"
WIDTH
SHOUL.
TOTAL
FLARE LENGTH
END
APPROACH
END
TRAILING
END
APPROACH
END
TRAILING
W
GUARDRAIL
FACED
SINGLE
GUARDRAIL
EXISTING
REMOVE
GUARDRAIL
EXISTING
STOCKPILE
AND
REMOVE
W = TOTAL WIDTH OF FLARE FROM BEGINNING OF TAPER TO END OF GUARDRAIL.
"N" = DISTANCE FROM EDGE OF LANE TO FACE OF GUARDRAIL.
TOTAL SHOULDER WIDTH = DISTANCE FROM EDGE OF TRAVEL LANE TO SHOULDER BREAK POINT.
FLARE LENGTH = DISTANCE FROM LAST SECTION OF PARALLEL GUARDRAIL TO END OF GUARDRAIL.
TL-3
GREU
1
150'
50'1
1
1
1
G = GATING IMPACT ATTENUATOR TYPE TL-3
NG = NON-GATING IMPACT ATTENUATOR TYPE TL-3
10+68.50 11+52.79
LT14+12.11 16+51.17 243.75
2 2
2 @ 50'
2 @ 18.75'
100
37.5
325
187.5
2
2
2
2
3B-1
200
287.5'
87.5'
9+75 11+46.50
14+31.50
567
259
0
0
08260
0
0
00 0
0 0
EST 5% FOR REPLACING TOPSOIL ON BORROW PITS 22000 0
0
0400460
164
227
391
391
391
404
435
457
ADDITIONAL GUARDRAIL POSTS = 5 EA
32
0 0
826 435
20+43.94
LOW UTILITY=382.14'
LOW POWER=397.46'
P-102
LOW UTILITY=380.55'
LOW POWER=389.33'
P-103
LOW UTILITY=373.42'
LOW POWER=382.60'
P-104
LOW UTILITY=372.73'
LOW POWER=382.67'
P-105
LOW UTILITY=370.26'
LOW POWER=386.92'
P-106
EIP
0.47' EIP TO R/WN 89°30'00"
W
311.62'N 01°05'19" EN 06°42'21" W559.84'TOWN OF CARY
BM 1994 PG 1888
DB 6394 PG 186
PIN 0765-23-7973
1000HL APTS, LLC
BM 1994 PG 859
DB 18175 PG 1924
PIN 0765-53-4335
BM 1988 PG 1069
DB 12949 PG 1287
DB 7775 PG 470
PIN 0765-44-4056
MID AMERICA APARTMENTS, LLC
472.16' TOTALASSOCIATION, INC.
BEECHTREE OF CARY HOME OWNERS
BM 1988 PG 1069
DB 4326 PG 567
PIN 0765-64-1435
EIP
TOWN OF CARY
BM 1994 PG 1888
DB 6394 PG 186
PIN 0765-23-7973 N 00°33'39" E748.89'TOWN OF CARY
BM 1994 PG 1888
DB 6394 PG 186
PIN 0765-23-7973 HH
SD-102
CB
TOP=355.09'
INV IN (W)=349.90'
INV IN (S)=349.69'
INV OUT (N)=349.55'
SD-101
CB
TOP=365.34'
INV IN (W)=361.80'
INV OUT (E)=361.75'
SD-103
DI
TOP=353.36'
INV OUT=350.48'
SD-104
DI
TOP=306.80'
INV OUT=303.75'
SD-105
(2) DI
TOP=345.81'
INV IN (W)=342.51'
INV OUT (SW)=342.24'
SD-108
DI
TOP=356.77'
INV IN (N)=349.23'
INV OUT (W)=349.11'
SD-106
CB
TOP=360.01'
NO INVERTS
FULL OF DEBRIS
SD-107
CB
TOP=360.39'
INV OUT=356.82'HHHH
FUTURE 6" STUB
W
12" D
I
WATER
L
INE
12" DI WATER LINE
EX
IS
T
ING

R
/W
E
X
IS
T
IN
G

R
/W
DB
11813
PG
765
20' GREENWAY
EASEMENT
BM 1982 PG 24440' UTI
LI
TY EASEM
ENTDB
117
9
4 PG
6
9
6
2
0' GREENWAY EAS
EMENTEXISTING R/W BM 1982 PG 24440' UTILITY EASEMENTEXISTING R/W
106.00'106.00'1
2
3
1
1
2
STAGING
AREA
1
STAG
ING
AREA
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
ENGINEER
HYDRAULICS
ENGINEER
ROADWAY
K:\RAL_Roadway\011775062 - Cary Parkway Bridge\Roadway\Proj\BL-0024_rdy_psh_4.dgnDOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
3/22/2022421 FAYETTEVILLE STREET, SUITE 600
C 2022
RALEIGH, NC 27601
BL-0024
1
CONSTRUCTION NOTES
2
4
TIE TO EXISTING CURB AND GUTTER
3
5
4
SEE SHEET 2B-1 FOR HORIZONTAL CURVE DATA
CONCRETE JOINT
TIE TO EXISTING SIDEWALK AT EXIST
6
7
(SEE DETAIL SHEET 2C-2)
STANDARD METAL SAFETY RAIL NAD 83/2011NC GRIDCURB RAMP (SEE DETAIL SHEET 2C-2)
AESTHETIC FENCE (SEE DETAILS SHEET A-X)LEE COURTHAMPTONSEE SHEET NO. 5 FOR -L- AND -Y1- PROFILES
THRU W-2)
MSE RETAINING WALL, (SEE DETAIL SHEET W-1
(SEE DETAIL SHEET 2C-2)
PROPOSED REMOVABLE BOLLARDS
8
INCLUDING RIP RAP LINED SWALE.
TO RETURN AREA TO EXISTING CONDITIONS.
GRADING FOR CONSTRUCTION, CONTRACTOR
IF SLOPE WORK REQUIRES BENCHING AND
0404
0403
0402
RETAIN
DRAIN
GRADE TO
GRADE TO DRAIN
24" RCP-IV
DETAIL 1
STANDARD 'V' DITCH
EST 9 SY GFD
EST 5 TONS
CLASS 'B' RIP RAP
SEE SHEET 2D-1
CONCRETE FLUME
MODIFIED
EX103
EX101
GREENWAY
PROPOSED 3:13:1
D
( Not to Scale)
STANDARD 'V' DITCH
FROM STA. 14+40 TO STA. 15+75 -L- RT
Min. D= 1 Ft.
DETAIL 1
1.0%
Ground
Natural
EST 45 SY GFD
EST 20 TONS CL-B RIPRAP
DETAIL 2
TOE PROTECTION
0401
0400
JB W/ MH COVER
2GI
24" RCP-IV
24" W/ ELBOWS
( Not to Scale)
TOE PROTECTION
d
FLATTER2:1 OR
FROM STA. 11+22 TO STA. 11+85 -L- LT
DETAIL 2
Type of Liner= CL B Rip-Rap
d= 1 Ft.
GROUND
NATURAL SLOPE
FILL
GEOTEXTILE
0406 0407
2GI
TO EXISTING DITCH
TIE FILL SLOPE AND RIPRAP
EST 15 SY GFD
EST 7 TONS CLASS I
RIP RAP AT OUTLET
(STRUCTURES PAY ITEM)
CLASS II RIP RAP
(STRUCTURES PAY ITEM)
CLASS II RIP RAP 1% ANNUAL CHANCE FLOODFLOODWAYCHANCE FLOOD1% ANNUAL CHANCE FLOOD0.2% ANNUAL
F
L
O
O
DW
A
Y0.2% ANNUAL CHANCE FLOODEST 65 SY GFD
EST 40 TONS CL-I RIPRAP
PROP FILL SLOPE
INSTALL RIPRAP ALONG
15" RCP-IV
EST 82 SY GFD
EST 40 TONS CLASS 'B'
BRIDGE EMBANKMENT
TIE RIP RAP TO EXISTING
BASED ON EXISTING GROUND.
RIP RAP AT A DEPTH 1.0'
CONTRACTOR TO EMBED
REMOVE 26 LF
DRAIN
GRADE TO
0405
RETAIN 6 LFREMOVE 29 LF
O
RETAIN RETAIN
RETAINRETAIN
RETA
IN
2GI
RETA
IN
R
E
T
A
IN
RETA
IN
RETAINRETAIN
RETAIN
GREU TL-3
-Y1- PT Sta. 14+62.48
-Y1- PC Sta. 14+53.00
-Y1- PT Sta. 14+21.46
-Y1- PC Sta. 14+07.89
-Y1- PT Sta. 13+37.85
-Y1- PC Sta. 13+01.88
-Y1- PT Sta. 12+95.91
-Y1- PC Sta. 11+63.39
-Y1- PT Sta. 10+95.69
-L- PT Sta. 11+27.77
-L- PC Sta. 10+31.01
-L- POT Sta. 9+20.00
-L- PRC Sta. 10+95.05
-L- PC Sta. 14+31.94
-L- PRC Sta. 15+36.97
-L- PCC Sta. 16+52.92
030204-Y2- POC Sta. 56+76.72
-Y1- POT Sta. 15+15.40 =15+00-Y1- PC Sta. 10+27.82
-L- Sta. 11+36.50
BEGIN APPROACH SLAB
-L- Sta. 11+46.50
BEGIN BRIDGE
-L- Sta. 14+31.50
END BRIDGE
-L- Sta. 14+41.50
END APPROACH SLAB
(TYP)
INC 25'
TAPER
26.50' 043EXIST-L- PT Sta. 20+70.00
-Y1-15+00-L-+79.51+06.0130'
REXISTING GUARDRAIL
REMOVE AND REPLACE
TYP. SEE L SHEETS
PROPOSED LANDSCAPING
TYP. SEE L SHEETS
PROPOSED LANDSCAPING
6'
R10+00+82.50+07.502
1
3
1 5
1 1
120+001
1
1
60+00
EXIST BLACK CREEK
GREENWAY
4
3
PATH (TYP)
10' WIDE CONCRETE
4
GREENWAY
PROPOSED BLACK CREEK
3
-L- POT Sta. 9+75.00
BEGIN CONSTRUCTION
BEGIN TIP PROJECT BL-0024
TYPE III TYPE III02 (TYP)02 (TYP)6
66
7
-L- POC Sta. 17+82.69
-Y1- POT Sta. 10+00.00 =
-L- POC Sta. 20+43.94
END CONSTRUCTION
END TIP PROJECT BL-0024
6
7
3
REMOVE EXIST GATE 02 (TYP)TL-3
GREU
18' DRW
14' DRW
CURB AND GUTTER
OF MEDIAN 2'-6"
REMOVE PORTION 25'
R
T
Y
PE 1PATH (TYP)
10' WIDE CONCRETE
2
1
1
FROM -L- 15+76.17 TO 16+51.17
PER DETAIL 1/SHEET 2A-1
INSTALL COMPOSITE WOOD RUBRAIL
EXISTING GUARDRAIL
REMOVE AND REPLACE
BE INSTALLED
PERMANENT SAFETY FENCE CAN
UNTIL AESTHETIC FENCE AND
FENCE DURING CONSTRUCTION
INSTALL ORANGE SAFETY
8
-Y2- PT Sta. 61+27.74
-Y2- PC Sta. 60+41.58
-Y2- PC Sta. 60+98.89
-Y2- PT Sta. 60+68.01
-Y2- PC Sta. 58+84.31
-Y2- PT Sta. 57+54.61
-Y2- PCC Sta. 56+90.96
-Y2- PC Sta. 56+11.49
-Y2- POT Sta. 56+00.00
60+00
-Y2- PT Sta. 59+15.94 -Y2-TOP OF NUT =304.41'
TH-3
TH-2
TH-1
TOP OF NUT =305.77'
DIP = 345.15'
TOP OF 12"
VALVE = 347.12'
TOP OF AIR
=303.99'
TOP OF NUT
=305.09'
TOP OF NUT
TOP OF UTILITY = 323.89'
12" DUCTILE IRON WATER LINE
TH-2
TOP OF UTILITY= 345.84'
12" DUCTILE IRON WATER LINE
TH-1
TOP OF STORM DRAIN = 349.40'
TOP OF UTILITY = 351.76'
12" DUCTILE IRON WATER LINE
TH-3
TOP OF NUT =304.79'
C
C
F
FF C
C
C
C
C
F
F
F
F
C
C
C
F
F
F
SHEET NO.PROJECT REFERENCE NO.
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
3/22/2022K:\RAL_Roadway\011775062 - Cary Parkway Bridge\Roadway\Proj\BL-0024_rdy_pfl.dgnDOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
421 FAYETTEVILLE STREET, SUITE 600
C 2022
RALEIGH, NC 27601
BL-0024
310
320
330
340
350
360
370
380
10 11 12 13 14 15 16 17 18 19 20
300
310
320
330
340
350
360
300
SEE SHEET NO. 4 FOR L PLAN
11 12 13 14 1510
300
340
310
320
330
350
360
370
SEE SHEET NO. 4 FOR Y1 PLAN
5
-L- NW CARY PARKWAY (SR 3112)
-Y1-
9+60
ELEV = 357.46'
-L- STA 11+46.50
BEGIN BRIDGE
ELEV = 350.62'
-L- STA 14+31.50
END BRIDGE
ELEV = 360.05'
-L- STA 20+43.94
END CONSTRUCTION
ELEV = 364.06'
-L- STA 9+75.00
BEGIN PROFILE
ELEV = 357.57'
-L- STA 19+46.92
END PROFILE (CURB RAMP)
ELEV = 307.73'
-Y2- STA 58+98.46
-L- STA 13+27.88 =
GREENWAY PROJECT
BLACK CREEK
SKEW = 0°
CL ELEV = 354.04'
PEDESTRIAN BRIDGE
PREFABRICATED STEEL
1 @ 55', 1 @ 175', 1 @ 55'
CL -L- STA 12+89.00
ELEV = 349.50'
-L- STA 15+75
DITCH GRADE RT
END SPECIAL
ELEV = 348.00'
-L- STA 14+40
DITCH GRADE RT
BEGIN SPECIAL
(+)1.20%
PI = 10+55.00
EL = 359.66'(-)5
.5
0
0
0%
(-)2.4000%
VC = 80'
PI = 14+75.00
EL = 349.58'
(-)2.4000%(+)0.7500%
PI = 16+60.00
EL = 350.97'
(+)0.7500%(+)2.3000%
VC = 80'
VC = 80'
PI = 14+75.00 ELEV = 349.81'
-L- STA 14+95.95
LOW POINT
ELEV = 353.79'
-Y1- STA 10+00.00
-L- STA 17+82.69
ELEV = 353.79'
-L- STA 17+82.69
-Y1- STA 10+00.00 =
BEGIN PROFILE
ELEV = 353.89'
-L- STA 17+82.64 (5.0' LT)
-Y1- STA 10+05.00 =
(+)2.0000%
ELEV = 307.26'
-Y2- STA 56+76.72
-Y1- STA 15+15.40 =
(-)4.8000%
ELEV = 352.74'
-Y1- STA 10+29.00
END PROFILE
EIP
0.47' EIP TO R/WN 89°30'00"
W
311.62'N 01°05'19" EN 06°42'21" W559.84'TOWN OF CARY
BM 1994 PG 1888
DB 6394 PG 186
PIN 0765-23-7973
1000HL APTS, LLC
BM 1994 PG 859
DB 18175 PG 1924
PIN 0765-53-4335
BM 1988 PG 1069
DB 12949 PG 1287
DB 7775 PG 470
PIN 0765-44-4056
MID AMERICA APARTMENTS, LLC
472.16' TOTALASSOCIATION, INC.
BEECHTREE OF CARY HOME OWNERS
BM 1988 PG 1069
DB 4326 PG 567
PIN 0765-64-1435
EIP
TOWN OF CARY
BM 1994 PG 1888
DB 6394 PG 186
PIN 0765-23-7973 N 00°33'39" E748.89'S 89°03'50" E1395.66'
TOWN OF CARY
BM 1994 PG 1888
DB 6394 PG 186
PIN 0765-23-7973 4 ", PVC, TOWN OF CARYTOWN OF CARY
12 ", DIP,
TOWN OF CARY
12 ", DIP,
WATERLINE ATTACHED TO BRIDGE
FUTURE 6" STUB
12 ", D
IP, TO
W
N
O
F
C
A
R
Y
AERIAL FO LINE
12 ",
D
IP, TO
W
N
O
F
C
A
R
Y
AT&T Corp.
C
orp.
A
T
&
T
W
Charter
12" D
I
WATER
L
INE
12" DI WATER LINE
EX
IS
T
ING

R
/W
E
X
IS
T
IN
G

R
/W
DB
11813
PG
765
20' GREENWAY
EASEMENT
BM 1982 PG 24440' UTI
LI
TY EASEM
ENTDB
117
9
4 PG
6
9
6
2
0' GREENWAY EAS
EMENTEXISTING R/W BM 1982 PG 24440' UTILITY EASEMENTEXISTING R/W
106.00'106.00'SHEET NO.PROJECT REFERENCE NO.K:\RAL_Roadway\011775062 - Cary Parkway Bridge\Roadway\Proj\BL-0024_rdy_row_psh.dgn3/22/2022421 FAYETTEVILLE STREET, SUITE 600
C 2022
RALEIGH, NC 27601
BL-0024
ROADWAY DESIGN
ENGINEER
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
NAD 83/2011NC GRIDROW-1
15+0015+0010+0020+0060+0060+00
1
2
3
1
1
15' LT
+46
31.83' LT
+50.14 27.91' LT
+69.75
EX. R/W
+94.80
EX. R/W
+83.67
18.99' LT
+39.52
35.16' LT
+36.35
38.63' LT
+56.84
22.41' LT
+59.55
EASEMENT
CONSTRUCTION
TEMPORARY
EX. R/W
10' LT
25' LT
+46
2
STAGING
AREA
1
30' LT
15' LT
+22
STAG
ING
AREA
19.5' LT
+95
30' LT
+58.28
12.5' LT
+08.51
10' LT
+52.92
58.53' LT
+70.64
53.32' LT
+70.38
EASEMENT
SIDEWALK
PERMANENT
12.5' LT
+95
25' LT
+72
0.28' LT
+30.54
10' LT
+49.46
14' RT
+77 (Y1)
14' RT
+77 (Y1)
11' RT
+21 (Y1)
11' RT
+21 (Y1)
12' RT
+49 (Y1)
11.56' LT
+66.49
EX. R/W
+43.76
EX. R/W
+84.58
22.64' LT
+85.99
30' LT
+91.34 (L)
30' LT
+71.17 (L)
SHEET NO.
WORK ZONE SAFETY & MOBILITY
ONFOETATS
DEPART
MEN
T
OF TRANSPORTATIONANILORACHTR
NFO
ETATSDE
P
ART
ME
NTOFRATNSPOR TATIONANI
L
ORAC
HTRO
"from the MOUNTAINS to the COAST"

DEPARTE
N
OF ANSPORTA TIONTAE
OF NORT
H
ROL
NA

WORK
Z
ONE TRAFFIC
CONTROLDIVISION OF
HI
GHW
A
YS
T
S CAI
M
TTR

APPROVED:
DATE:
SEAL
PLANS PREPARED BY:NCDOT CONTACTS:
VICINITY MAP
STATE OF NORTH CAROLINA
DIVISION OF HIGHWAYS
TRANSPORTATION MANAGEMENT PLAN
INDEX OF SHEETS
SHEET NO.TITLE

TMP-1
TIP PROJECT:K:\RAL_Roadway\011775062 - Cary Parkway Bridge\Traffic\TrafficControl\TCP\BL-0024_psh_TCP_tsh.dgn3/22/2022PROJECT ENGINEER
PROJECT DESIGN ENGINEER
WAKE COUNTY
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
_ FINAL
_ PRE-FINAL
X MIDPOINT
_ STAGING CONCEPT
SUBMITTAL:
12/15/21 DATE SUBMITTED BL-0024JEFFREY W. MOORE, P.E.
CALEB D. LOWMAN, P.E.
RAYMOND HAYES, P.E.
OAK ISLAND DR
NANTUCKET DRPROJECT
BEGIN
PROJECT
END
MONTIBELLO DR
LEE COURT
HAMPTON
CANBERRA CT
LI
VI
NGSTON DR
C
REE
K
BL
A
C
K
NW CARY PKWY
HEATHMOOR LNNORWELL BLVDSIGN DESIGNSD-1
TEMPORARY DETOUR ROUTESTMP-5
TEMPORARY PHASE 1 DETAILS TMP-4
TEMPORARY TRAFFIC CONTROL PHASINGTMP-3
N/ATMP-2
GENERAL NOTES, AND LOCAL NOTESTMP-1B
AND LEGEND
LIST OF APPLICABLE ROADWAY STANDARD DRAWINGS, TMP-1A
SHEETS
TITLE SHEET, VINCINITY MAP AND INDEX OF TMP-1

SHEET NO.PROJ. REFERENCE NO.
SEAL
APPROVED:DATE:
LEGEND
ROADWAY STANDARD DRAWINGS
TITLESTD. NO.
PROJECT SERVICES UNIT - N.C. DEPARTMENT OF TRANSPORTATION - RALEIGH, N.C.,
PAVEMENT MARKERS
CRYSTAL/CRYSTAL
CRYSTAL/RED
YELLOW/YELLOW
PAVEMENT MARKINGS
PAVEMENT MARKING SYMBOLS
EXISTING LINES
TEMPORARY LINES
PAVEMENT MARKING SYMBOLS
GENERAL
DIRECTION OF PEDESTRIAN TRAFFIC FLOW

DEPARTE
N

O
F ANSPORTA TIONTAE
OF NORT
H
ROL
NA

WORK
Z
ONE TRAFFIC
CONTROLDIVISION OF

HI
GHW
A
YS
T
S CAI
M
TTR

THE FOLLOWING ROADWAY STANDARDS AS SHOWN IN "ROADWAY STANDARD DRAWINGS" -
PROPOSED PVMT.
WORK AREA
REMOVAL
BARRICADE (TYPE III)
TUBULAR MARKER
TEMPORARY SIGNING
SIGNALS
E
M
P
T
EXISTING PROPOSED TEMPORARY 3/22/2022FLAGGER
DIRECTION OF TRAFFIC FLOW
TRUCK MOUNTED IMPACT ATTENUATOR (TMIA)
FLASHING ARROW PANEL (TYPE C)
NORTH ARROW
TRAFFIC CONTROL DEVICES
EXIST. PVMT.
CONE
DRUM
STATIONARY SIGN
PORTABLE SIGN
CHANGEABLE MESSAGE SIGN
1101.02 TEMPORARY LANE CLOSURES
1101.03 TEMPORARY ROAD CLOSURES
1101.11 TRAFFIC CONTROL DESIGN TABLES
1110.01 STATIONARY WORK ZONE SIGNS
1110.02 PORTABLE WORK ZONE SIGNS
1135.01 CONES
1205.01 PAVEMENT MARKINGS - LINE TYPES & OFFSETS
1205.07 PAVEMENT MARKINGS - PEDESTRIAN CROSSWALKS
STATIONARY OR PORTABLE SIGN
SKINNY DRUM
1130.01 DRUMS
1150.01 FLAGGING DEVICES
ARE CONSIDERED A PART OF THESE PLANS:
TEMPORARY CRASH CUSHION
LAW ENFORCEMENT
DRAWINGS & LEGEND
ROADWAY STANDARD
1101.01 WORK ZONE ADVANCE WARNING SIGNS
TMP-1A
DATED JANUARY 2018 ARE APPLICABLE TO THIS PROJECT AND BY REFERENCE HEREBY
K:\RAL_Roadway\011775062 - Cary Parkway Bridge\Traffic\TrafficControl\TCP\BL-0024_psh_TCP_1A-C.dgn1101.05 WORK ZONE VEHICLE ACCESSES

VARIABLE DEPTH MILLING AND WEDGING
BL-0024
1145.01 BARRICADES - TYPE III
1180.01 SKINNY DRUM
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
3/22/2022APPROVED:DATE:
SHEET NO.PROJ. REFERENCE NO.

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TIME RESTRICTIONS
LANE AND SHOULDER CLOSURE REQUIREMENTS
GENERAL NOTES
PAVEMENT EDGE DROP OFF REQUIREMENTS
STRATEGIES
MANAGEMENT
TUESDAY AFTER THE WEEK OF CHRISTMAS.
BEFORE THE WEEK OF CHRISTMAS DAY AND 7:00 P.M. THE FOLLOWING
8. FOR CHRISTMAS, BETWEEN THE HOURS OF 6:00 A.M. THE FRIDAY
7:00 P.M. MONDAY.
7. FOR THANKSGIVING DAY, BETWEEN THE HOURS OF 6:00 A.M. TUESDAY TO
7:00 P.M. TUESDAY.
6. FOR LABOR DAY, BETWEEN THE HOURS OF 6:00 A.M. FRIDAY AND
INDEPENDENCE DAY.
INDEPENDENCE DAY AND 7:00 P.M. THE TUESDAY AFTER
THEN BETWEEN THE HOURS OF 6:00 A.M. THE THURSDAY BEFORE
IF INDEPENDENCE DAY IS ON A FRIDAY, SATURDAY, SUNDAY OR MONDAY
INDEPENDENCE DAY.
DAY BEFORE INDEPENDENCE DAY AND 7:00 P.M. THE DAY AFTER
5. FOR INDEPENDENCE DAY, BETWEEN THE HOURS OF 6:00 A.M. THE
7:00 P.M. TUESDAY.
4. FOR MEMORIAL DAY, BETWEEN THE HOURS OF 6:00 A.M. FRIDAY TO
7:00 P.M. MONDAY.
3. FOR EASTER, BETWEEN THE HOURS OF 6:00 A.M. THURSDAY AND
TUESDAY.
SATURDAY, SUNDAY, OR MONDAY THEN UNTIL 7:00 P.M. THE FOLLOWING
TO 7:00 P.M. JANUARY 2ND. IF NEW YEAR'S DAY IS ON A FRIDAY,
2. FOR NEW YEAR'S, BETWEEN THE HOURS OF 6:00 A.M. DECEMBER 31st
VOLUMES, AS DIRECTED BY THE ENGINEER.
1. FOR ANY UNEXPECTED OCCURRENCE THAT CREATES UNUSUALLY HIGH TRAFFIC
HOLIDAY
NW CARY PARKWAY, FOR THE DURATION OF THE PROJECT.
TIME RESTRICTIONS AS TRAFFIC DICTATES DUE TO HEAVY TRAFFIC ALONG
NCDOT AND THE TOWN OF CARY HAVE THE AUTHORITY TO MODIFY DAY AND
OR DIRECTED BY THE ENGINEER.
THE CONSTRUCTION PROJECT, EXCEPT WHEN OTHERWISE NOTED IN THE PLANS,
THE FOLLOWING GENERAL NOTES APPLY AT ALL TIMES FOR THE DURATION OF
ENGINEER.
SUPPLEMENTING, COVERING OR REMOVAL OF DEVICES, AS DIRECTED BY THE
OVERLAPPING OF DEVICES. MODIFICATION MAY INCLUDE: MOVING,
TO MEET FIELD CONDITIONS, OR RESULT IN DUPLICATE, OR UNDESIRED
DRAWINGS, STANDARD DETAILS AND ROADWAY DETAILS ARE NOT ATTAINABLE
CHANGES MAY BE REQUIRED WHEN PHYSICAL DIMENSIONS IN THE DETAIL
TRAFFIC PATTERN ALTERATIONS
SIGNING
TRAFFIC CONTROL DEVICES
PAVEMENT MARKINGS AND MARKERS
MARKERS BY THE END OF EACH DAY'S OPERATION.
Q) REMOVE/REPLACE ANY CONFLICTING/DAMAGED PAVEMENT MARKINGS AND
LINES.
P) TIE PROPOSED PAVEMENT MARKING LINES TO EXISTING PAVEMENT MARKING
PLAN
OPERATIONS
TRANSPORTATION
MISCELLANEOUS
LOCAL NOTES
HAMPTON LEE CT
SR 3112 (NW CARY PARKWAY)

ROAD NAME
EVENTS AS FOLLOWS:
B) DO NOT CLOSE OR NARROW TRAVEL LANES DURING HOLIDAYS AND SPECIAL

HAMPTON LEE CT
SR 3112 (NW CARY PARKWAY)
DAY AND TIME RESTRICTIONS ROAD NAME
A) DO NOT CLOSE OR NARROW TRAVEL LANES AS FOLLOWS:

MINIMUM OF EVERY HALF MILE THROUGHOUT THE UNEVEN AREA.
WARNING "UNEVEN LANES" SIGNS (W8-11) 500 FT IN ADVANCE AND A
LANES OF TRAFFIC FOR NOMINAL LIFTS OF 1.5 INCHES. INSTALL ADVANCE
G) DO NOT EXCEED A DIFFERENCE OF 2 INCHES IN ELEVATION BETWEEN OPEN
ENGINEER, AT NO EXPENSE TO THE DEPARTMENT.
BACKFILL WITH SUITABLE COMPACTED MATERIAL, AS APPROVED BY THE
SPEED LIMITS LESS THAN 45 MPH.
BACKFILL DROP-OFFS THAT EXCEED 3 INCHES ON ROADWAYS WITH POSTED
SPEED LIMITS OF 45 MPH OR GREATER.
BACKFILL DROP-OFFS THAT EXCEED 2 INCHES ON ROADWAYS WITH POSTED
EDGE OF PAVEMENT DROP-OFF AS FOLLOWS:
PAVEMENT IN AREAS ADJACENT TO AN OPENED TRAVEL LANE THAT HAS AN
F) BACKFILL AT A 6:1 SLOPE UP TO THE EDGE AND ELEVATION OF EXISTING

TRAFFIC PATTERN ALTERATION.
H) NOTIFY THE ENGINEER THIRTY (30) CALENDAR DAYS PRIOR TO ANY

UNOPENED LANES ARE CLOSED TO TRAFFIC.
PERPENDICULAR TO THE EDGE OF TRAVELWAY ON 500 FT CENTERS WHEN
O) PLACE ADDITIONAL SETS OF THREE CHANNELIZING DEVICES
ATTACHED, OF SUFFICIENT LENGTH TO CLOSE ENTIRE ROADWAY.
N) PLACE TYPE III BARRICADES, WITH "ROAD CLOSED" SIGN R11-2
1130 (DRUMS) AND 1135 (CONES) FOR ADDITIONAL REQUIREMENTS.
REFER TO STANDARD SPECIFICATIONS FOR ROADS AND STRUCTURES SECTIONS
10 FT ON-CENTER IN RADII, AND 3 FT OFF THE EDGE OF AN OPEN TRAVELWAY.
AREAS NO GREATER IN FEET THAN TWICE THE POSTED SPEED LIMIT (25 MPH) EXCEPT,
M) WHEN LANE CLOSURES ARE NOT IN EFFECT SPACE CHANNELIZING DEVICES IN WORK
HAS BEEN REMOVED FOR CONSTRUCTION OPERATIONS (UTILITIES, DRAINAGE, ETC.).
BY THE ENGINEER) AT ALL LOCATIONS WHERE THE OPEN PEDESTRIAN TRAVELWAY
SIDEWALKS (CONCRETE, ASPHALT, OR OTHER SUITABLE MATERIAL AS APPROVED
THE PHASING. CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE TEMPORARY
U) CONTRACTOR SHALL MAINTAIN SIDEWALK ACCESS AT ALL TIMES AS STATED IN
COORDINATION WITH THE SIGNING AND DELINEATION UNIT.
ON PAVEMENT MARKING PLANS OR AS DIRECTED BY THE ENGINEER IN
T) ALL CURB RAMP LOCATIONS SHALL BE DERIVED FROM STATIONING SHOWN
TO DELINEATE THE EDGE OF ROADWAY ALONG UNPAVED AREAS.
RESPECTIVELY IN ADVANCE OF THE UNEVEN AREAS. USE DRUMS
AND BLACK ON ORANGE ''PAVEMENT ENDS'' SIGNS (W8-3) AND
THE ENGINEER. PLACE BLACK ON ORANGE "LOOSE GRAVEL" SIGNS (W8-7)
TIE-IN AREA TO AN APPROPRIATE ROADWAY ELEVATION AS DETERMINED BY
S) IN THE EVENT A TIE-IN CANNOT BE MADE IN ONE DAY'S TIME, BRING THE
AREA AND/OR INTERSECTIONS, AS DIRECTED BY THE ENGINEER.
R) LAW ENFORCEMENT MAY BE USED TO MAINTAIN TRAFFIC THROUGH THE WORK
CONSTRUCTION.
RESIDENTS AND BUSINESSES WILL BE MAINTAINED AT ALL POSSIBLE TIMES DURING
PATTERNS, TEMPORARY LANE CLOSURES, AND ROAD CLOSURES. LOCAL ACCESS TO
CONSTRUCTED WHILE MAINTAINING TRAFFIC AND USING TEMPORARY TRAFFIC
PROPOSED IMPROVEMENTS ALONG SR-3112 (NW CARY PARKWAY) WILL BE
AND ANYTIME (SUNDAY)
MONDAY THRU FRIDAY
6:00-9:00 A.M. & 4:00-7:00 P.M.
TRAVEL LANE.
PERSONNEL AND/OR EQUIPMENT REMAIN WITHIN THE CLOSED
DIRECTED BY THE ENGINEER. CONDUCT THE WORK SO THAT ALL
THE TRAFFIC CONTROL PLANS, ROADWAY STANDARD DRAWINGS OR AS
OF AN UNDIVIDED OR DIVIDED FACILITY, CLOSE THE LANE ACCORDING TO
E) WHEN PERSONNEL AND/OR EQUIPMENT ARE WORKING WITHIN A LANE OF TRAVEL
NO. 1101.02 UNLESS THE WORK AREA IS PROTECTED BY BARRIER OR GUARDRAIL.
CLOSE THE NEAREST OPEN TRAVEL LANE USING ROADWAY STANDARD DRAWING
ADJACENT TO A DIVIDED FACILITY AND WITHIN 10 FT OF AN OPEN TRAVEL LANE,
WHEN PERSONNEL AND/OR EQUIPMENT ARE WORKING ON THE SHOULDER
BARRIER OR GUARDRAIL.
STANDARD DRAWING NO. 1101.02 UNLESS THE WORK AREA IS PROTECTED BY
OPEN TRAVEL LANE, CLOSE THE NEAREST OPEN TRAVEL LANE USING ROADWAY
ADJACENT TO AN UNDIVIDED FACILITY AND WITHIN 5 FT OF AN
D) WHEN PERSONNEL AND/OR EQUIPMENT ARE WORKING ON THE SHOULDER
LONGER NEEDED, OR AS DIRECTED BY THE ENGINEER.
PERFORMED BEHIND THE LANE CLOSURE OR WHEN A LANE CLOSURE IS NO
C) REMOVE LANE CLOSURE DEVICES FROM THE LANE WHEN WORK IS NOT BEING
ENGINEER.
(W8-1) 500 FT IN ADVANCE OF THE UNEVEN AREA, OR AS DIRECTED BY THE
L) INSTALL BLACK ON ORANGE ''DIP'' SIGNS (W8-2) AND/OR "BUMP" SIGNS
TRAFFIC PATTERN.
K) ENSURE ALL NECESSARY SIGNING IS IN PLACE PRIOR TO ALTERING ANY
OPERATION.
REQUIRED TO CLOSE THE ROAD WHEN ROAD CLOSURE IS NOT IN
J) CONTRACTOR WILL COVER OR REMOVE ALL SIGNS AND DEVICES
(3) DAYS PRIOR TO THE BEGINNING OF CONSTRUCTION.
40 FT FROM THE EDGE OF TRAVEL LANE AND NO MORE THAN THREE
I) INSTALL ADVANCE WORK ZONE WARNING SIGNS WHEN WORK IS WITHIN
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED

TWO (2) WEEKS PRIOR TO IMPLEMENTING A ROAD CLOSURE AND OFFSITE DETOUR.
Y) CONTRACTOR TO CONTACT THE CARY FIRE DEPARTMENT AND CARY AREA EMS
FOR ANY DURATION
ANY OPERATION THAT WILL REQUIRE BLACK CREEK GREENWAY TO BE CLOSED
X) CONTRACTOR SHALL PROVIDE THE TOWN WITH TWO (2) WEEKS NOTICE PRIOR TO
SIGNAGE ALONG BLACK CREEK GREENWAY.
W) CONTRACTOR TO COORDINATE WITH TOWN OF CARY FOR ADVANCED WARNING
SAFETY FENCE AS NEEDED TO KEEP PEDESTRIANS OUT OF THE WORK AREAS.
TIMES, MAINTAIN EXISTING SIDEWALK UNTIL NEW SIDEWALK IS IN PLACE, USING
V) MAINTAIN EXISTING PEDESTRIAN ROUTES DURING CONSTRUCTION. AT ALL POSSIBLE
3/22/2022APPROVED:DATE:
SHEET NO.PROJ. REFERENCE NO.

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K:\RAL_Roadway\011775062 - Cary Parkway Bridge\Traffic\TrafficControl\TCP\BL-0024_psh_TCP_1A-C.dgnBL-0024
PHASING
PLAN
OPERATIONS
TRANSPORTATION
TMP-3
DAYS, UNLESSS OTHERWISE APPROVED BY THE TOWN AND ENGINEER.
COMPLETE THE WORK ASSOSCIATED WITH STEP 3 UTILIZING ROAD CLOSURES SHOWN ON TMP-5 IN 6 CALENDAR
INTERMEDIATE CONTRACT TIME #2:
INSTALL FINAL MARKINGS, REMOVE ALL TRAFFIC CONTROL DEVICES, AND OPEN LANES TO TRAFFIC.
STEP 6:
ALONG THE SIDEWALK.
WHILE MAINTAINING TRAFFIC AND UTILIZING LANE CLOSURE AS SHOWN ON RSD 1101.02 SHEET 14 OF 14, CONSTRUCT THE LIGNTING, AND LANDSCAPING
STEP 5:
MANOR REMOVE AND REPLACE SIDEWALK BETWEEN -L- STA. 17+70 AND 19+65 THAT MINIMIZES PEDESTRIAN ACCESS IMPACTS.
WHILE MAINTAINING TRAFFIC AND UTILIZING ROAD CLOSURE AS SHOWN ON TMP-5, COMPLETE AND POUR CONCRETE DECKING. IN A CONTINUOUS
STEP 4:
OFFSITE DETOUR, AND SET THE THREE (3) PEDESTRIAN BRIDGE SPANS.
INSTALL ROAD CLOSURE, DETOUR SIGNING, AND BARRICADES. CLOSE SR 3112 (NW CARY PARKWAY) AS SHOWN ON TMP-5. PLACE TRAFIC ONTO
STEP 3:
AND DRAINAGE FROM -L- STA. 9+75 TO 17+70.
ONTO THE TEMPORARY PATTERN AND CONSTRUCT THE PEDESTRIAN BRIDGE, BENTS, END BENTS, RETAINING WALL, SIDEWALK, DRIVEWAYS,
INSTALL LANE CLOSURE, SIGNING, DELINEATORS, AND TEMPORARY SIGNALS AS SHOWN ON RSD 1101.02 SHEET 14 OF 14. PLACE TRAFFIC
STEP 2:
PRIOR TO BEGINNING CONSTRUCTION INSTALL ADVANCE WARNING SIGNS ALONG SR 3112 (NW CARY PARKWAY) AS SHOWN ON RSD. 1101.01.
STEP 1:
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED

3/22/2022APPROVED:DATE:
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K:\RAL_Roadway\011775062 - Cary Parkway Bridge\Traffic\TrafficControl\TCP\BL-0024_psh_TCP_4.dgnBL-0024
NAD 83/2011NC GRIDTMP-4
WORK AREA
PHASE 1
TRAFFIC CONTROL
PHASE 1
PRELIMINARY PLANS
PRELIMINARY PLANS
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
CL
TYPICAL SECTION B-B
-L- STA. 17+00
EXIST EXIST
NW CARY PKWY
EXIST
WORK ZONE
B
B
CL
EXIST EXIST
NW CARY PKWY
EXIST
WORK ZONE
TYPICAL SECTION A-A
-L- STA. 14+75
A
A
POSSIBLE TIMES
BLACK CREEK GREENWAY AT ALL
MAINTAIN PEDESTRIAN ACCESS TO -L-
(NW CARY PARKWAY)
SR 3112
-Y2--Y
1-0400
0402 2GI
24" RCP-IV
24" W/ ELBOWS
15" RCP-IV
0406JB W/ MH COVER
0407
SEE SHEET 2D-1
CONCRETE FLUME
MODIFIED
04042GI
JB W/ MH COVER
0401
24" RCP-IV
24" RCP-IV
15" W/ ELBOWS
R9-9
24'' X 12''
PEDESTRIAN BARRICADE
CLOSED
SIDEWALK
4'
5' MIN
2" MAX
R9-9
24'' X 12''CLOSED
SIDEWALK
4'
5' MIN
2" MAX
R9-9
24'' X 12''CLOSED
SIDEWALK
4'
5' MIN
2" MAX
R9-9
24'' X 12''CLOSED
SIDEWALK
4'
5' MIN
2" MAX
R9-9
24'' X 12''CLOSED
SIDEWALK
4'
5' MIN
2" MAX
*MUST BE ADA COMPLIANT
PEDESTRIAN BARRICADE
*MUST BE ADA COMPLIANT
PEDESTRIAN BARRICADE
*MUST BE ADA COMPLIANT
PEDESTRIAN BARRICADE
*MUST BE ADA COMPLIANT
PEDESTRIAN BARRICADE
*MUST BE ADA COMPLIANT
BARRICADE AND R9-9 MOUNTED SIGN
AND NORWELL BLVD WITH PEDESTRIAN
INTERSECTION OF NW CARY PARKWAY
CLOSE SIDEWALK ACCESS AT
TRAFFIC
WILL IMPEDE PEDESTRIAN
FOR OPERATIONS THAT MAY OR
INSTALL PEDESTRIAN BARRICADE
TRAFFIC
WILL IMPEDE PEDESTRIAN
FOR OPERATIONS THAT MAY OR
INSTALL PEDESTRIAN BARRICADE
BeechtreeHamptonHempstead Ct.Dr.
W indchase Dr.
Ludington
W eston Pkwy
N. Harrison Ave.NW Cary PkwyNorwell Blvd.O
ak Isl
and
D
r.
Montibello Dr.Midenhall WayWinstead Dr.Research Dr.Harrison Oaks BlvdLee
3/22/2022K:\RAL_Roadway\011775062 - Cary Parkway Bridge\Traffic\TrafficControl\TCP\BL-0024_psh_TCP_Detour_2.dgnRaleigh, North Carolina 27636
Post Office Box 33068
PE NO. F-0102C , 2016
SEAL
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BL-0024
LEGEND
DETOUR ROUTE
ROAD
CLOSED
R11-2
48'' x 30''
TYPE III BARRICADE
A B
B
A
48'' X 48''
AHEAD
ROAD
CLOSED
W20-3A
48'' X 48''
W20-3C
CLOSED
ROAD
1000 FT
48'' X 48''
AHEAD
DETOUR
W20-2
D
E
G
48'' X 48''
F
N
L G
J
K
L
M
I
H
K
K
J
C
M4-10L
R11-2
48'' x 30''
ROAD
CLOSED
DETOUR48" x 18"
TYPE III BARRICADE
M4-10L
R11-2
48'' x 30''
ROAD
CLOSED
DETOUR 48" x 18"
TYPE III BARRICADE
C
D
E
G
M
PORTABLE SIGN
TMP-5
CLOSED
ROAD
SCALE: 1" = 800'
500 FT
W20-3B
J
II
M
I
I
48'' X 48''
ROAD
W20-3A
42" X 12"
AHEAD
CLOSED
NEXT RIGHT SP-4R
H
L
M
H H H H
H
F
E
ROAD CLOSURE
DETOUR
END
24'' X 18''
M4-8 A
M6-1
21'' X 15''
21'' X 15''
M5-1 R
M4-8
24'' X 12''
DETOUR
SEE SHEET SD-1
301
K
PARKWAY
CARY
M4-8
24'' X 12''
DETOUR
SEE SHEET SD-1
301
L
PARKWAY
CARY
M4-8
24'' X 12''
DETOUR
SEE SHEET SD-1
301
M
PARKWAY
CARY
N
M6-1
21'' X 15''
M4-8
24'' X 12''
DETOUR
M6-3
21'' X 15''
M4-8
24'' X 12''
DETOUR
21'' X 15''
M5-1 R
SEE SHEET SD-1
301
I
J
PARKWAY
CARY
PARKWAY
CARY
SEE SHEET SD-1
301
O
O N
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
48'' X 48''
ROAD
W20-3A
42" X 12"
AHEAD
CLOSED
SP-4R
O
O
NEXT LEFT
M4-10L
R11-2
48'' x 30''
ROAD
CLOSED
DETOUR 48" x 18"
TYPE III BARRICADE
O
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K:\RAL_Roadway\011775062 - Cary Parkway Bridge\Traffic\TrafficControl\TCP\BL-0024_psh_TCP_SD-1.dgnBL-0024 SD-1
SIGN DESIGN
retroflective sheeting.
Background shall be NC Grade B fluoresent orange
retroflective sheeting.
Background shall be NC Grade B fluoresent orange
panelStyle:Traffic Control.ssiconstructPanels:36|24|18levels:GSCOLORFILL|GSBWFILL|GSOUTLINEpanelBorderRadius:12.000chevronShoulderRadius:12.000
5.5"25"5.5"
3'-0"
5.1"
5"C
3.8"
5"C
5.1"2'-0"BORDER
R=1.5"
TH=0.63"
IN=0.38"
HTSYMBOLXWIDY
HEIGHT:
SIGN NUMBER:
TYPE:
QUANTITY:
SIGN WIDTH:
TOTAL AREA:
BORDER TYPE:
NO. Z BARS:
RECESS:
WIDTH:
RADII:
COPY COLOR:
BACKG COLOR:CHECKED BY: CDLDESIGN BY:
PROJECT ID:
LENGTH:
BL-0024
NORTH CAROLINA D.O.T. SIGN DETAIL
LETTER POSITIONS
STATIONARY
3'-0"
2'-0"
6.0 Sq.Ft.
0.38"
0.63"
1.5"
Black
Letter spacings are to start of next letter Text Length
Series/Size
Spacing Factor is 1 unless specified otherwise
BL-0024_psh_TCP_GuidesignFILENAME:
Oct 25, 2021
MAT'L:0.080" (2.0 mm) ALUMINUM
2.
JRC
1.
LOCATION: SEE PLANS
301
INSET
Fluorescent Orange
USE NOTES: 1, 2
non-reflective sheeting.
Legend and border shall be direct applied black
retroflective sheeting.
Background shall be NC Grade B fluoresent orange
SEE PLANS
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
EX
IS
T
ING

R
/W
E
X
IS
T
IN
G

R
/W
EXISTING R/W
EXISTING R/W
SHEET NO.PROJECT REFERENCE NO.3/22/2022K:\RAL_Roadway\011775062 - Cary Parkway Bridge\Roadway\Proj\BL-0024_rdy_pmp_psh.dgnDOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
BL-0024
421 FAYETTEVILLE STREET, SUITE 600
C 2021
RALEIGH, NC 27601
ROADWAY DESIGN
ENGINEER
THERMOPLASTIC:
T46
T61
MARKING LEGEND
SYMBOL AND PAVEMENT
T46
WHITE STOPBAR (24")
WHITE CROSSWALK LINE (8")
PS-1
INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
7. MINIMUM HEIGHT FROM GROUND TO BOTTOM OF LOWEST SIGN IS 7'
6. TRAIL CROSSING WARNING SIGNS SHALL HAVE A FLOURESCENT YELLOW-GREEN BACKGROUND COLOR.
SIDEWALK AMENITIES DO NOT CONFLICT WITH POST OR VISIBILITY OF SIGN.
5. ADJUST SIGNS TO ENSURE NEW/EXISTING POLES, LIGHTS, TREES, AND
DIRECTED BY TOWN.
4. RETAIN ALL OTHER EXISTING SIGNS NOT SHOWN ON SIGNING PLAN UNLESS OTHERWISE
3. CONTRACTOR TO COORDINATE CROSSWALK INSTALLATION WITH TOWN
WITH PROPOSED.
2. CONTRACTOR SHALL MILL ANY EXISTING MARKINGS AND/OR SYMBOLS IN CONFLICT
1. ALL PAVEMENT MARKINGS SHALL BE THERMOPLASTIC EXCEPT AS NOTED ON PLANS.
SIGNING AND PAVEMENT MARKING NOTES:NAD 83/2011NC GRID15+0015+0010+0020+0060+00 STOPLIMITSPEEDCARYLIMITSPEEDBRIDGEICES BEFOREROADTRAILX-INGAHEADTRAILX-INGAHEADTRAILX-INGAHEAD"TITLE OF PROJECT"Town Cary316 NORTH ACADEMY ST.www.townofcary.orgARCNI
1871A
TNY,ROHCAOL
RCARY, NC 27513ofCONTRACTORPRIMESUB CONTRACTORSMAJOR 10'
5'"TITLE OF PROJECT"Town Cary316 NORTH ACADEMY ST.www.townofcary.orgA
R
C
NI1871ATNY,ROHCAOLRCARY, NC 27513ofCONTRACTORPRIMESUB CONTRACTORSMAJOR HAMPTON LEE CTCARY PARKWAY45453T61
T46
RETAIN
RETAIN
RETAIN
RETAIN
(TYP)
SEE DETAIL ON SHEET 2C-2
2" YELLOW THERMOPLASTIC
(SEE DETAIL SHEET 2C-3)
PROJECT IDENTIFICATION SIGN
-L- STA 9+60 LT
(SEE DETAIL SHEET 2C-3)
PROJECT IDENTIFICATION SIGN
-L- STA 19+23 RTLIMITSPEEDCARY453CURRENT LOCATION
EXISTING SIGNS IN
REMOVE AND RESET
-L- STA 19+67 LT
CURRENT LOCATION
EXISTING SIGNS IN
REMOVE AND RESET
-L- STA 10+98 RT

R1-1 (18" X 18")
-Y1- STA 10+10 LT

R1-1 (18" X 18")
-Y1- STA 10+66 LT STOPSTOP(SEE DETAIL SHEET 2C-3)
& W16-9P (24" X 12")
W11-15P (18" X 12"),
W11-15 (18" X 18"),
-L- STA 18+17 LT
(SEE DETAIL SHEET 2C-3)
& W16-9P (24" X 12")
W11-15P (18" X 12"),
W11-15 (18" X 18"),
-L- STA 17+48 LT
(SEE DETAIL SHEET 2C-3)
& W16-9P (24" X 12")
W11-15P (18" X 12"),
W11-15 (18" X 18"),
-L- STA 10+25 LT
0
0
PROFILE (HORIZONTAL)
PROJECT LENGTH
RIGHT OF WAY DATE:
LETTING DATE:
STATE STATE PROJECT REFERENCE NO.
STATE PROJ. NO.F. A. PROJ. NO.DESCRIPTION
NO.
TOTAL
SHEETS
SHEET
SIGNATURE:
SIGNATURE:
P.E.
P.E.
PROJECT ENGINEER
PROJECT DESIGN ENGINEER
GRAPHIC SCALES
PLANS
PROFILE (VERTICAL)
HYDRAULICS ENGINEER
DIVISION OF HIGHWAYS
STATE OF NORTH CAROLINA
0
3/23/202210 10 20
ROADWAY DESIGN ENGINEER
2018 STANDARD SPECIFICATIONS
K:\RAL_Roadway\011775062 - Cary Parkway Bridge\Erosion Control\PSH\BL-0024_ero_tsh.dgnC 2022
5
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
PHONE: [phone]
RALEIGH, NORTH CAROLINA 27601
421 FAYETTEVILLE STREET, SUITE 600
NC LICENSE #F-0102
CONTRACT: PROJECT: BL-0024THE TOWN OF CARY BY:
PLANS PREPARED FOR
TOWN OF CARY CONTACT
40 802040
0 40 802040
BL-0024N.C.
-L- Sta. 11+46.50
BEGIN BRIDGE
-L- Sta. 14+11.50
END BRIDGE
JEFFREY W. MOORE, P.E.
= 0.139 MILES
= 0.188 MILES
LENGTH STRUCTURE PROJECT BL-0024 = 0.049 MILES
TOTAL LENGTH PROJECT BL-0024
KYLE A. HUBERT, P.E.
CALEB D. LOWMAN, P.E.
LENGTH GREENWAY PROJECT BL-0024
NARRATIVE BLACK CREEK-L- Sta. 20+43.94
END PROJECT BL-0024
TO
N
HARR
ISON
AVE
-L- Sta. 9+75.00
BEGIN PROJECT BL-0024
PARK
NORTH CARY
TO EVANS ROAD
(SR 3112)
NW CARY PARKWAY
-L-GREENWAY ACCESSBLACK CREEK-Y1--Y2-GREENWAY
EXIST BLACK CREEK
TO EVANS ROAD COURT HAMPTON LEEEC-2
SOIL STABILIZATION TIMEFRAMES
STABILIZATION TIME TIMEFRAME EXCEPTIONSSITE DESCRIPTION
NPDES GENERAL STORMWATER PERMIT
IF SLOPES ARE 10' OR LESS IN LENGTH AND ARE
NOT STEEPER THAN 2:1, 14 DAYS ARE ALLOWED.
7 DAYS FOR SLOPES GREATER THAN 50' IN
LENGTH.
NONE, EXCEPT FOR PERIMETERS AND HQW ZONES.
NONE
NONEPERIMETER DIKES, SWALES, DITCHES AND SLOPES
HIGH QUALITY WATER (HQW) ZONES
SLOPES STEEPER THAN 3:1
SLOPES 3:1 OR FLATTER
ALL OTHER AREAS WITH SLOPES FLATTER THAN 4:1 14 DAYS
14 DAYS
7 DAYS
7 DAYS
7 DAYS
GENERAL NOTES (TYPICAL ALL SHEETS):
OF ENERGY, MINERAL, AND LAND RESOURCES.
DEPARTMENT OF ENVIRONMENTAL QUALITY DIVISION
APRIL 1, 2019 ISSUED BY THE NORTH CAROLINA
NCG-010000 GENERAL CONSTRUCTION PERMIT EFFECTIVE
COMPLYWITH THE REGULATIONS SET FORTH BY THE
THESE EROSION AND SEDIMENT CONTROL PLANS
DISTURBED AREAS
CARY PARKWAY PEDESTRIAN BRIDGE
IMPERVIOUS AND PERVIOUS SURFACES IN
DIRECTION OF FLOW
PROJECT DENUDED AREAS
PROPOSED PERVIOUS SURFACE = 1.60 AC
PROPOSED IMPERVIOUS SURFACE = 0.25 AC
the bridge the sidwalk will continue until it reaches the intersection with Hampton Lee Ct.
The trail then goes east with a pedestrian bridge on the side of NW Cary Parkway. After
Cary, NC. The project site begins west of the NW Cary Parkway Bridge at Black Creek.
The NW Cary Parkway Sidewalk and Pedestrian Bridge is location in Wake County,
stabilized with grass and permanent plantings.
during the construction of this project. Also, approximately 1.60 acres will be vegetatively
a pedestrian bridge with a 10-foot wide path. Approximately 1.85 acres will be disturbed
Parkway with connection to various adjacent locations. The multiuse trail includes
The project is described as constructing a sidewalk to the north side of NW Cary
The NW Cary Parkway is part of the Cary Comprehensive Pedestrian Plan.
Project Description
OF ROADS, DRIVEWAYS, OR PARKING LOTS.
CLEANED OFF THE ROADWAY BY DRY SWEEPING METHODS ONLY. WATER MUST NOT BE USED TO WASH SEDIMENT OFF
13.) DO NOT ALLOW CONCRETE DUST/WASTE/WASTEWATER INTO STORM DRAIN OR OFF-SITE. ALL SEDIMENT MUST BE
NECESSARY FOR STABILIZATION
12.) USE ROLLED EROSION CONTROL PRODUCTS ON ALL CUT/FILL SLOPES WITHOUT RIP RAPINCLUDING BASINS AS
REPLACED BY WATTLES UPON PARTIAL STABILIZATION OF SOIL.
DITCHES. CONTRACTOR TO COORDINATE WITH TOWN INSPECTOR TO DETERMINE WHEN ROCK CHECK DAMS MAY BE
11.) WATTLE DAMS TO BE INSTALLED AND MAINTAINED WHEN UNSTABLE AND SEDIMENT LADEN SOIL IS DRAINING IN
METHOD TO USE AT A GIVEN TIME.
URBAN NATURE OF THE SITE. CONTRACTOR TO COORDINATE WITH TOWN INSPECTOR TO DETERMINE THE BEST
TO STRUCTURES. MANY VERSIONS OF INLET PROTECTION HAVE BEEN PROPOSED ON THIS PROJECT DUE TO THE
10.) INLET PROTECTION TO BE INSTALLED AND MAINTAINED WHEN UNSTABLE AND SEDIMENT LADEN SOIL IS DRAINING
9.) SEE SHEET SHEET EC-X FOR GENERAL CONSTRUCTION SCHEDULE/SEQUENCE
8.) NO BURNING WILL BE ALLOWED ON THE PROJECT.
7.) INSTALL ANY ADDITIONAL EROSION CONTROL MEASURES AS NECESSARY TO PREVENT SEDIMENT RUNOFF.
NPDES PERMIT NO. NCG010000 AND NORTH CAROLINA GENERAL STATUE 113A-54.1(e) AND 15A NCAC 04B.0131.
SELF-INSPECTIONS AND SELF-MONITORING SHALL BE CONDUCTED IN ACCORDANCE WITH THE CONDITIONS OF THE
RAINFALL EVENT OF ONE INCH AND GREATER. SUBMIT SELF-INSPECTION REPORT WITHIN 15 DAYS OF THE INSPECTION.
6.) ALL EROSION CONTROL MEASURES MUST BE SELF-INSPECTED ONCE A WEEK OR WITHIN 24 HOURS OF ANY
FENCE RUNS.
5.) SILT FENCE OUTLET MUST BE ADDED IN THE FIELD WHENEVER LOW POINTS ARE ENCOUNTERED ALONG SILT
STORM DRAINS ARE INSTALLED SO THAT THE FENCES WILL PASS OVER THE PIPE OUTLETS.
4.) WHERE SILT FENCES ARE LOCATED BELOW STORM DRAIN OUTLETS, THEIR LOCATIONS MUST BE MODIFIED AS THE
BE SUBMITTED FOR APPROVAL PRIOR TO CONSTRUCTION.
SILT FROM PUMPED EFFLUENT DURING COSNTRUCTION. IF COFFER DAMS ARE UTILIZED, A COFFER DAM DETAIL MUST
BLOACKAGE, REPLACE BAG WHEN ƒ FULL OF SEDIMENT, AND PROVIDE A SUFFICIENT QUANTITY OF BAGS TO CONTAIN
COFFER DAM AND PUMP AROUND. IF SILT BAGS ARE UTILIZED, CONTRACTOR TO INSPECT BAG FOR DAMAGE AND
OR CONTRACTOR SHALL PLAN TO ISOLATE AND DEWATER EXCAVATED AREAS AS NEEDED USING SILT BAGS AND/OR
3.) PIPES SHALL BE INSTALLED/REPLACED IN THE DRY (WITH A MIN. 3 DAYS OF DRY WEATHER DURING INSTALLATION)
AT THE CONTRACTOR'S EXPENSE.
DAMAGE TO EXISTING CURB AND GUTTER, ROADS, OR PARKING LOTS AT CONSTRUCTION ENTRANCES MUST BE REPAIRED
FREE OF DEBRIS, DIRT, AND EQUIPMENT DURING THE PROJECT DURATION UNLESS DIRECTED BY TOWN ENGINEER. ANY
2.) CONTRACTOR TO ENSURE THAT ALL ROADWAYS, PARKING LOTS, AND CURB LINES ADJACENT TO THIS PROJECT ARE
1.) ALL EROSION CONTROL MEASURES TO BE WITHIN LIMITS OF DISTURBANCE.
GREENWAY (BY OTHERS)
PROPOSED BLACK CREEK
Total Disturbed Area (shaded) = 1.85 acres
EC-1
1871
RCA NATN,RO H C
AY IOLR
TOWN OF CARYNAD 83/2011NC GRID
47
LOW UTILITY=382.14'
LOW POWER=397.46'
P-102
LOW UTILITY=380.55'
LOW POWER=389.33'
P-103
LOW UTILITY=373.42'
LOW POWER=382.60'
P-104
LOW UTILITY=372.73'
LOW POWER=382.67'
P-105
LOW UTILITY=370.26'
LOW POWER=386.92'
P-106
EX
IS
T
ING

R
/W
E
X
IS
T
IN
G

R
/W
DB
11813
PG
765
20' GREENWAY
EASEMENT
EIP
0.47' EIP TO R/WN 89°30'00"
W
311.62'
BLACK CREEK
BM 1982 PG 24440' UTI
LI
TY EASEM
ENTN 01°05'19" EN 06°42'21" W559.84'472.16' TOTALDB
117
9
4 PG
6
9
6
2
0' GREENWAY EAS
EMENTEXISTING R/W BLACK CREEKEIP BM 1982 PG 24440' UTILITY EASEMENTN 00°33'39" E748.89'EXISTING R/W
106.00'106.00'HH
SD-102
CB
TOP=355.09'
INV IN (W)=349.90'
INV IN (S)=349.69'
INV OUT (N)=349.55'
SD-101
CB
TOP=365.34'
INV IN (W)=361.80'
INV OUT (E)=361.75'
SD-103
DI
TOP=353.36'
INV OUT=350.48'
SD-104
DI
TOP=306.80'
INV OUT=303.75'
SD-105
(2) DI
TOP=345.81'
INV IN (W)=342.51'
INV OUT (SW)=342.24'
SD-108
DI
TOP=356.77'
INV IN (N)=349.23'
INV OUT (W)=349.11'
SD-106
CB
TOP=360.01'
NO INVERTS
FULL OF DEBRIS
SD-107
CB
TOP=360.39'
INV OUT=356.82'HHHH4 ", PVC, TOWN OF CARYTOWN OF CARY
12 ", DIP,
TOWN OF CARY
12 ", DIP,
WATERLINE ATTACHED TO BRIDGE
FUTURE 6" STUB
12 ", D
IP, TO
W
N
O
F
C
A
R
Y
AERIAL FO LINE
12 ",
D
IP, TO
W
N
O
F
C
A
R
Y
AT&T Corp.
C
orp.
A
T
&
T
W
Charter
12" D
I
WATER
L
INE
12" DI WATER LINE
TOWN OF CARY
BM 1994 PG 1888
DB 6394 PG 186
PIN 0765-23-7973
1000HL APTS, LLC
BM 1994 PG 859
DB 18175 PG 1924
PIN 0765-53-4335
BM 1988 PG 1069
DB 12949 PG 1287
DB 7775 PG 470
PIN 0765-44-4056
MID AMERICA APARTMENTS, LLC
ASSOCIATION, INC.
BEECHTREE OF CARY HOME OWNERS
BM 1988 PG 1069
DB 4326 PG 567
PIN 0765-64-1435
TOWN OF CARY
BM 1994 PG 1888
DB 6394 PG 186
PIN 0765-23-7973
TOWN OF CARY
BM 1994 PG 1888
DB 6394 PG 186
PIN 0765-23-7973 3003003003053053053053
05305305305305305310310310310310315315315315315320
320320320320325
325325325325325330
330330330330330
335
335335335335335
335335
340
340340340340340
340
340340340345345345345345345345
345
3
4
5
3
4
5
345345350350350350350350350
3503503503503
5
0
350350350350350350350350355355355
355355
355355355360360360
3
60360360365
365
365365365370
370
370370370
375 375380
380380
3853851
2
3
1
1
2
1
SHEET NO.PROJECT REFERENCE NO.K:\RAL_Roadway\011775062 - Cary Parkway Bridge\Erosion Control\PSH\BL-0024_ero_psh_4.dgn3/23/2022421 FAYETTEVILLE STREET, SUITE 600
C 2022
RALEIGH, NC 27601
BL-0024
ROADWAY DESIGN
ENGINEER
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
NAD 83/2011NC GRIDLEE COURTHAMPTONEC-2
(APPLIES TO ALL SHEETS)
LEGEND
C F
CONSTRUCTION LIMIT
(SHADED ON PLANS)
LIMITS OF DISTURBANCE
STAGING AND STOCKPILE AREA
(SEE DETAIL ON SHEET EC-5)
TEMPORARY SILT FENCE
(SEE DETAIL ON SHEET EC-5)
SILT FENCE OUTLET
SPECIAL SEDIMENT CONTROL FENCE/
EXISTING CONTOUR
ON SHEET EC-6)
ENTRANCE (SEE DETAIL
TEMPORARY CONSTRUCTION
SHEET EC-6)
DAM, TYPE A (SEE DETAIL ON
TEMPORARY ROCK SILT CHECK
(SEE DETAIL ON SHEET EC-6)
WATTLE CHECK
& EC-6)
(SEE DETAILS ON SHEETS EC-5
STORM DRAIN INLET PROTECTION
(SEE DETAIL ON SHEET EC-5)
ROCK INLET SEDIMENT TRAP
GREENWAY
PROPOSED 3:13:1
D
( Not to Scale)
STANDARD 'V' DITCH
FROM STA. 14+40 TO STA. 15+75 -L- RT
Min. D= 1 Ft.
DETAIL 1
1.0%
Ground
Natural
( Not to Scale)
TOE PROTECTION
d
FLATTER2:1 OR
FROM STA. 11+22 TO STA. 11+85 -L- LT
DETAIL 2
Type of Liner= CL B Rip-Rap
d= 1 Ft.
GROUND
NATURAL SLOPE
FILL
GEOTEXTILE 1% ANNUAL CHANCE FLOODFLOODWAYCHANCE FLOOD1% ANNUAL CHANCE FLOOD0.2% ANNUAL
F
L
O
O
DW
A
Y0.2% ANNUAL CHANCE FLOODO
LIMITS OF DISTURBANCE (TYP)
LIMITS (TYP)
2' FROM CONSTRUCTION
INSTALL SILT FENCE
ENTRANCE
CONSTRUCTION
INSTALL GRAVEL
ENTRANCE
CONSTRUCTION
INSTALL GRAVEL
ENTRANCE
CONSTRUCTION
INSTALL GRAVEL
LIMITS OF DISTURBANCE (TYP)
LIMITS (TYP)
2' FROM CONSTRUCTION
INSTALL SILT FENCE
1' WEIR HEIGHT
SILT CHECK, TYPE A
INSTALL ROCK
CONSTRUCTION SITE)
NEAR ENTRANCE TO
BOX HERE (OR LOCATION
PLACE PERMITS RECORD
(TYP)
DISTURBANCE
LIMITS OF
STAG
ING
AREA
STAG
ING
AREA
TEMPORARY WORK BRIDGE
TEMP LINING - JUTE NET
INSTALL WATTLES 170' SPACING
1' WEIR HEIGHT
SILT CHECK, TYPE A
INSTALL ROCK
BUFFER PLANTING PLAN
SEE EC-3 FOR RIPARIAN 15+0015+0010+0020+0060+0060+00
(SR 3112) NW CARY PARKWAY
C
C
F
FF C
C
C
C
C
F
F
F
F
C
C
C
F
F
F
SHEET NO.PROJECT REFERENCE NO.3/23/2022K:\RAL_Roadway\011775062 - Cary Parkway Bridge\Erosion Control\PSH\BL-0024_ero_dtl.dgnDOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
BL-0024
421 FAYETTEVILLE STREET, SUITE 600
C 2021
RALEIGH, NC 27601
ROADWAY DESIGN
ENGINEER
EC-3
LT
RIPRAP OUTLET PROTECTION
below the riprap has taken place, or if stones have been dislodged. Immediately make all needed repairs to prevent further damage.
Inspect riprap outlet structures weekly and after significant (1/2 inch or greater) rainfall events to see if any erosion around or
MAINTENANCE:
ALIGNMENT STATION RT/LT RIP RAP CLASS RIP RAP (TONS)LENGTH OF APRON (FT)
AT PIPE OUTLET (FT)
WIDTH OF APRON FILTER FABRIC (SY)
RIP RAP OUTLET PROTECTION
CLASS I 87 10 15
Do
La
Do + La3Do
-L-11+80
-L-14+03 RT CLASS B 3 106.255
SCIENTIFIC NAME COMMON NAME
Red TopAgrostis alba
Virginia Wild RyeElymus virginicus
SwitchgrassPanicum virgatum
Gamma GrassTripsicum dactyloides
Pennsylvania SmartweedPolygonum pennsylvanicum
Little BluestemSchizachyrium scoparium
Soft RushJuncus effusus
TickseedBidens aristosa
Lance-leaved coreopsisCoreopsis lanceolata
Deer TonguePanicim clandestinum
Big BluestemAndropogon gerardii
IndiangrassSorgastrum nutans
1: A SIMILAR MIXTURE CAN BE USED WITH APPROVAL BY ENGINEER.
RIPARIAN BUFFER SEEDING PLAN 1
PER CENT COMPOSITION
10
15
15
5
5
5
5
10
10
5
5
10
HERBACEOUS, PERMANENT SEED MIXTURE LABELED "RIPARIAN SEED MIX"
PER ACRE SHALL BE USED FOR SEEDING. THE FOLLOWING TABLE LISTS
A RIPARIAN SEED MIX AT THE RATE OF ¼ LB PER 1,000 SQ FT OR 10 LBS
SCIENTIFIC NAME COMMON NAME
Beauty Berry
Red Chokeberry
BUFFER ZONE 1 PLANTING PLAN
PER CENT COMPOSITION
25
25
15
10
10
FEET ON CENTER OR 250 PER 1,000 SF.
BANKFULL OUTWARD AND THE TOP OF BANK. PLANT SPACING WILL BE 3-4
BUFFER ZONE 1 PLANTINGS TO BE INSTALLED IN AREAS BETWEEN THE
Viburnum dentatum Southern Arrowwood
Cornus amomum Silky Dogwood
Llex glabra
Cephalanthus occidentalis Button Bush
Photinia pyrifolia
Alnus serrulata Tag Alder 15
RIPARIAN BUFFER PLANTING PLAN
SHEET NO.PROJECT REFERENCE NO.3/23/2022K:\RAL_Roadway\011775062 - Cary Parkway Bridge\Erosion Control\PSH\BL-0024_ero_dtl.dgnDOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
BL-0024
421 FAYETTEVILLE STREET, SUITE 600
C 2021
RALEIGH, NC 27601
ROADWAY DESIGN
ENGINEER
EC-4
Shoulders, Side Ditches, Slopes (3:1)
Date Type Planting Rate
Jun. 15-Aug. 15
(Nov. 1-Mar. 1)
combinations are possible.
those which do well under local conditions: other seeding rate
vegetation of denuded areas. The above vegetation rates are
for additional information concerning other alternatives for
Consult Conservation Engineer or Soil Conservation Service
or Add Weeping Lovegrass
or Add Hulled Common Bermudagrass
Tall Fescue ***
& Browntop Millet ***
or Sorghum-Sudan Hybrids ***
(unhulled-unscarified)
& Tall Fescue
Add Abruzzi Rye
Sericea Lespedeza
may be shaded out.
grow over 12 inches in height before mowing, otherwise, fescue
desired permanent vegetation. Do not allow temporary cover to
*** Temporary - Reseed according to optimum season for
SEEDING SCHEDULE
Date Type
Aug. 15-Nov. 1
Nov. 1-Mar. 1
Mar. 1-Apr. 15
Mar. 1-Jun. 1
(Mar. 1-Jun. 30)
(Mar. 1-Apr. 15)
(Mar. 1-Jun. 30)
Jun. 1-Sep. 1
Sep. 1-Mar. 1
Tall Fescue
Tall Fescue
Tall Fescue
Tall Fescue
Slopes (3;1 to 2:1)
& Abruzzi Rye
Hulled Common Bermudagrass
& Browntop Millet ***
or Sorghum-Sudan Hybrids ***
Sericea Lespedeza (scarified)
and
Add Tall Fescue
25 lbs./acre
25 lbs./acre
12 lbs./acre
35 lbs./acre
30 lbs./acre
50 lbs./acre
5 lbs./acre
8 lbs./acre
35 lbs./acre
30 lbs./acre
70 lbs./acre
Apr. 15-Jun. 15
1)
2)
3)
4)
5)
6)
7)
seeded and planted to a depth of six inches.
After rough grading is completed, till soil in areas to be
disturbed areas to be vegetated.
Apply agricultural lime, fertilizer, and superphosphate to
40 lbs. 50% superphosphate/1000 sq. ft. (1750 lbs/acre)
35 lbs. 10-10-10 fertilizer/1000 sq. ft. (1500 lbs/acre)
90 lbs. limestone/1000 sq. ft. (2 tons/acre)
Seeding permanent grass.
November 15.
February 15 through May 15 or August 15 through
3.0 lbs. KY-31 tall fescue/1000 sq. ft. (130 lbs./acre) during
-OR-
sq. ft. during November 15 through February 15.
3.0 lbs. KY-31 tall fescue and 2.0 lbs. annual ryegrass/1000
of 3 inches.
Mulch around shubbery and trees with pine straw to depth
Temporary cover
-OR-
1.0 lbs. brown top millet/1000 sq. ft. May through August 25.
1.0 lbs. annual ryegrass/1000 sq. ft. August 25 through April.
Date
surface is uniform and free of large dirt clods.
Disk nutrients into soil to a depth of six inches until
1)
2)
3)
4)
5)
6)
7)
SEEDING SPECIFICATIONS
CONSTRUCTION SEQUENCE
MAINTENANCE PLAN
fine gravel or sand may be needed to protect the filter cloth.
Where large stones are used or machine placement is difficult, a 4-inch layer of

If extensive damage is suspected, remove and replace the entire sheet.
of filter material with a minimum overlap of 12 inches around the damaged area.
If damage occurs remove the riprap and repair the sheet by adding another layer
next section as required. Take care not to damage the cloth when placing riprap.
ground and where necessary, bury the lower end of the cloth or overlap with the
the overlap. Bury the upstream end of the cloth a minimum of 12 inches below
Overlap the edges by at least 12 inches, and space anchor pins every 3 ft along
Synthetic filter fabric - Place the cloth filter directly on the prepared foundation.

layers with minimal mixing.
specified depth. Where more than one layer of filter material is used, spread the
foundation is prepared. For gravel, spread filter stone in a uniform layer to the
Sand and gravel filter blanket - Place the filter blanket immediately after the ground
inside dimensions and grade of the riprap meet design specifications.
sufficiently to allow placement of the riprap in a manner such that the finished
will be at the elevation of the surrounding area. Channels should be excavated
material. Cut the subgrade sufficiently deep that the finished grade of the riprap
depressions with riprap. Remove brush, trees, stumps and other objectional
to a density approximating that of the surrounding undisturbed material or overfill
lines and grades shown on the plans. Compact any fill required in the subgrade
Subgrade Preparation - Prepare the subgrade for riprap and filter to the required

CONSTRUCTION SPECIFICATIONS
flow. Control of weed and brush growth may be needed in some locations.
vigorous condition to protect the area from erosion and scour during out-of-bank
immediately. Maintain all vegetation adjacent to the channel in a healthy,
look for indications of piping, scour holes, or bank failures. Make repairs
where concentrated flow enters. Carefully check stability at road crossings and
promptly. Give special attention to the outlet and inlet sections and other points
Inspect channels at regular intervals as well as after major rains, and make repairs

MAINTENANCE

riprap should be apparent.
of the riprap should blend with the surrounding area. No overfall or protrusion of
stone sizes to produce a relatively smooth, uniform surface. The finished grade
stones. Hand placing may be necessary to achieve the proper distribution of
The finished slope should be free of pockets of small stone or clusters of large

the stones.
stone sizes. Take care not to dislodge the underlying base or filter when placing
riprap by dumping through chutes or other methods that cause segregation of
final placement. Place riprap to its full thickness in one operation. Do not place
be obtained by selective loading at the quarry and controlled dumping during
a minimum of voids. The desired disbribution of stones throughout the mass may
of the filter. Place riprap so that if forms a dense, well-graded mass of stone with
Stone Placement - Placement of riprap should follow immediately after placement
RIP RAP (6.15)
LAND GRADING (6.02)
TOPSOILING (6.04)
GRASS-LINED CHANNELS (6.30)
VEGETATIVE PLAN (NCDENR 6.11)
retain sediment.
Sediment barriers - Use sediment fences or other barriers where necessary to

All stockpile areas used shall be stabilized with silt fence and seeded.
topsoil is stockpiled in small piles located near areas where they will be used.
traffic routes. On large sites, respreading is easier and more economical when
Select stockpile location to avoid slopes and natural drainageways, avoiding

STOCKPILING

basins, diversions, and other controls into place before stripping.
generally varies along a gradient from hilltop to toe of the slope. Put sediment
soil cores at several locations within each area to be stripped. Topsoil depth
but depth varies depending on the site. Determine depth of stripping by taking
roadbuilding, or compaction by equipment. A 4 to 6-inch stripping depth is common,
Strip topsoil only from those areas that will be disturbed by excavation, filling,

STRIPPING

identified by their extremely light weight when dry.
Organic soils such as mucks and peats do not make good topsoil. They can be

if it meets the other criteria listed above.
desirable; however, material excavated from deeper layers may be worth storing
Generally, the upper part of the soil, which is richest in organic matter, is most

thickness affect the ease of excavation and spreading of topsoil.
Soil factors such as rock fragments, slope, depth to water table, and layer
The depth of material meeting the above qualifications should be at least 2 inches.

Sodium - sodium adsorption ratio should be less than 12.

Soluble salts - should be less than 500 ppm.

it is less than 6.0.
Acidity - pH should be greater than 3.6 before liming, and liming is required if

greater than 1.5% by weight.
Organic matter content - (sometimes referred to as "humic matter") should be

soils such as peat or muck as topsoil.
loam, clay loam, and loamy sand are fair. Do not use heavy clay and organic
Texture - loam, sandy loam, and silt loam are best; sandy clay loam, silty clay

handling. Quality topsoil has the following characteristics:
Determine whether the quality and quantity of available topsoil justifies selective

MATERIALS

CONSTRUCTION SPECIFICATIONS
to avoid excessive mixing of topsoil into the subsoil.
After topsoil application, follow procedure for seedbed preparation, taking care

between topsoil and subsoil.
after spreading topsoil. A disk may be used to promote bonding at the interface
On slopes and areas that will not be mowed, the surface may be left rough

high-maintenance turf is to be established.
germination. Light packing with a roller is recommended where
but avoid excessive compaction, as it increases runoff and inhibits seed
Compact the topsoil enough to ensure good contact with the underlying soil,

water pockets.
topsoiling or other operations to prevent the formation of depressions or
wet or frozen. Correct any irregularities in the surface that result from
Do not spread topsoil while it is frozen or muddy or when subgrade is

SPREADING TOPSOIL

the soil to a depth of at least 6 inches before spreading topsoil.
the topsoil and subsoil. If no amendments have been incorporated, loosen
by disking or scarifying to a depth of at least 4 inches, to ensure bonding of
Roughening - Immediately prior to spreading the topsoil. loosen the subgrade

Incorporate lime to a depth of at least 2 inches by disking.
recommended by soil tests or specified for the seeding mixture to be used.
soil is composed of heavy clays, incorporate agricultural limestone in amounts
Liming of subsoil - Where the pH of the existing subsoil is 6.0 or less, or the

approved plan and do not alter them by adding topsoil.
Grading - Maintain grades on the areas to be topsoiled according to the

such as diversions, berms, dikes, waterways, and sediment basins.
Before spreading topsoil, establish erosion and sedimentation control practices

SITE PREPARATION

growth.
must be stabilized with permanent vegetation to control erosion and weed
Permanent vegetation - If stockpiles will not be used within 12 months they

formation of the stockpile.
as possible, no more than 30 working days or 120 calendar days after the
Temporary seeding - Protect topsoil stockpiles by temporarily seeding as soon
250 lbs./acre
250 lbs./acre
250 lbs./acre
250 lbs./acre
250 lbs./acre
250 lbs./acre
250 lbs./acre
at a rate of 450 gallons emulsion per acre of straw.
of all drainage swales, tack mulch with asphalt emulsion
surface equals or exceeds a 3:1 slope, and in the inverts
sunlight to seedlings. On areas where the ground
of ground surface should be visible to avoid blocking
sq. ft. (2 tons/acre). Spread uniformly. Approximately•
Mulch seeded area with small grain straw at 90 lbs/1000
6. The City of Greenville contact is Lynn Raynor, [phone]
within 7 to 14 days or sooner following completion of construction or development.
requirements. Permanent ground cover is to be provided for all disturbed areas
latest NPDES Rules dated August 2011 for more information on ground stabilization
within 7 to 14 days or sooner of completion of any phase of grading. Refer to the
5. The Contractor shall provide ground cover on exposed slopes or other areas
vegetative cover.
according to specifications in the vegetative plan to maintain a vigorous, dense
4. The Contractor shall fertilize, reseed as necessary, and mulch all seeded areas
barrier.
feet deep at the fence. Silt fence will be repaired as necessary to maintain a
3. The Contractor shall remove sediment from behind silt fence when it becomes 0.5
the sediment pools no longer drains properly.
capacity has been approximately 50% filled. Gravel will be cleaned or replaced when
2. The Contractor shall remove sediment from erosion control devices when storage
and logged after every one inch of rainfall and once a week.
The rain gauge must be kept onsite and inspections by the Contractor must be made
System (NPDES) general stormwater permit, a rain gauge must be installed on site.
maintain all practices as designed. Also per National Pollutant Discharge Elimination
once every week. Any needed repairs will be made immediately by the Contractor to
and operation following every runoff producing rainfall but in no case less than
1. The Contractor shall check all erosion and sediment control practices for stability
is an essential part of an effective erosion and sedimentation control plan.
maintenance of small eroded areas before they become significant gullies
washouts or breaks occur, repair them immediately. Prompt
remove all sediment from diversion and other water-disposal practices. If
sedimentation control practices, especially after heavy rainfalls. Promptly
Periodically check all graded areas and the supporting erosion and

MAINTENANCE

stabilization of these areas in the plan.
make sure they are adequately protected from erosion. Include final
12. Show topsoil stockpiles, borrow areas, and spoil areas on the plans, and

15 working days or longer.
measures on all graded areas when work is to be interrupted or delayed for
completed on each area in the grading plan. Apply temporary stabilization
11. Permanently stabilize all graded areas immediately after final grading is

with approved methods.
10. Handle seeps or springs encountered during construction in accordance

during all phases of development.
9. Keep diversions and other water conveyance measures free of sediment

slippage.
8. Do not place fill on a frozen foundation, due to possible subsidence and

materials into fill slopes.
7. Do not incorporate frozen material or soft or highly compressible

related problems.
the layers as required to reduce erosion, slippage, settlement, or other
6. Place all fill in layers not to exceed 9 inches in thickness, and compact

building debris, and other materials inappropriate for constructing stable fills.
5. Ensure that fill material is free of brush, rubbish, rocks, logs, stumps,

other objectionable material that would affect the planned stability of the fill.
4. Clear and grub areas to be filled to remove trees, vegetation, roots, or

placing topsoil.
3. Scarify areas to be topsoiled to a minimum depth of 2 inches before

it for use in finishing the grading of all critical areas.
2. Remove good topsoil from areas to be graded and filled, and preserve

construction schedule.
measures in accordance with the approved sedimentation control plan and
1. Construct and maintain all erosion and sedimentation control practices and

CONSTRUCTION SPECIFICATIONS
GRASS-LINED CHANNELS (6.30)

the channel freely.
3. Remove and properly dispose of all excess soil so that surface water may enter

preparations and sod buildup.
during seedbed
plans plus a 0.2-ft overcut around the channel perimeter to allow for bulking
2. Excavate the channel and shape it to neat lines and dimensions shown on the

foundation area and dispose of properly.
1. Remove all trees, brush, stumps, and other objectionable material from the

CONSTRUCTION SPECIFICATIONS
channel.
since it is the primary erosion protection for the
grass in a healthy, vigorous condition at all times,
maintain the designed carrying capacity. Keep the
Remove all significant sediment accumulations to
stability and evidence of piping or scour holes.
channel outlet and all road crossings for bank
repairs. It is particularly important to check the
after every heavy rainfall event. Immediately make
established, periodically check the channel; check it
channels after every rainfall. After grass is
During the establishment period, check grass-lined

MAINTENANCE

anticipated velocities during the establishment period.
mulch or a temporary liner sufficient to withstand
and selection of species. Protect the channel with
channelwill depend upon the severity of the conditions
4. The procedure used to establish grass in the

CONSTRUCTION SPECIFICATIONS
new NCGO1 permit regardless of when they are approved.
Notice of Intent (e-NOI) form. All construction activities are required to follow the
approved on or after April 1, 2019 are required to fill out and submit an electronic
this plan set. Please note that any construction activities that have an ES&C Plan
3. The Inspection, Recordkeeping, and Reporting Plan sheet is on sheet EC-10 of
until the e-NOT has been filled out.
Notice of Termination (e-NOT). A $100 annual general permit fee will be charged
inspection report, the permittee shall visit deq.nc.gov/ NCG01 to submit an electronic
the E&SC Plan. After DEMLR informs the permittee of the project close out, via
2. When the project is complete, the permittees shall contact DEMLR to close out
be kept on site, preferably in a permits box, and accessible during inspection.
approved. A copy of the E&SC permit, the COC, and a hard copy of the plan must
Please note, the e-NOI form may be only be filled out once the plans have been
filling out the electronic Notice of Intent (e-NOI) form at deq.nc.gov/ NCG01.
be obtained before any land disturbing activities occur. The COC can be obtained by
1. Erosion and Sediment Control (E&SC) permit and a certificate of coverage must
to the construction sequence:
The NCG01 permit became effective on April 1, 2019 and added the following notes
cannot access the form, please contact NCDEQ Land Quality Section at [phone].
and PDF from at http://portal.ncdenr.org/web/lr/erosion. If you have questions or
15A NCAC 4B.0131. The Self-Inspection Report form is available as a Word Document
permanent ground cover is established in accordance with NCGS 113A-54.1 and
inspections must be conducted after each phase of the project, and continue until
and sedimentation control measures according to the approved plan. The
The focus of the self-inspection report is the installation/maintenance of erosion
for Construction Activities.
from the weekly self-monitoring program of the NPDES Stormwater Permit
inspections took effect October 1, 2010. The self-inspection program is separate
control plan is being followed. Rules detailing the documentation of these
phase of the project to make sure that the approved erosion and sedimentation
persons responsible for land-disturbing activities inspect a project after each
The Sedimentation Pollution Control Act was amended in 2006 to require that
Notification of Land Resources Sediment and Erosion Control Self-Inspection Program:
maintain management control.
construction activities are needed, amend the sequence schedule in advance to
of and until permanent vegetation on the project is established. When changes in
during the demolition or clearing and grubbing phases as well as throughout the life
and sediment control measures must be installed, maintained and adjusted as needed
Follow the construction sequence throughout project development. Adequate erosion
MAINTENANCE
until the e-NOT has been filled out.
Notice of Termination (e-NOT). A $100 annual general permit fee will be charged
inspection report, the permittee shall visit deq.nc.gov/NCGOI to submit an electronic
E&SC Plan. After DEMLR informs the permittee of the project close out, via
13. When the project is complete, the permittee shall contact DEMLR to close out the
removed.
Contractor must receive permission by project inspector before any measures are
maintenance and vegetative plan.
removed, restored as existing, and permanently vegetated as described in the
and material area stockpile areas, and all other erosion control devices shall be
12. AFTER SITE IS STABILIZED, construction entrances, and construction staging
11. Site includes approximately 1.60 acres of permanent vegetation area.
10. Estimated time before final stabilization is 12 months.
after rainfall events. Needed repairs will be made immediately.
9. All erosion and sediment control practices will be inspected weekly and
devices maintained.
shall have temporary vegetative ground cover established and erosion control
ceases for more than the above mentioned length of time, all disturbed areas
areas and slopes shall be stabilized within 14 days. If work on the project
3:1, and high quality (HQW) zones should be stabilized within 7 days. All other
requirements. In summary, perimeter dikes, swales, ditches, slopes steeper than
Rules dated August 2011 for more information on ground stabilization
or sooner of completion of any phase of grading. Refer to the latest NPDES
specifications to maintain a vigorous, dense, vegetative cover within 7 to 14 days
8. All graded areas will be seeded, fertilized and mulched according to NCDOT
and mulch.
7. Finish grading of slopes, topsoil critical areas and permanently vegetate, seed
6. Complete final grading for trail.
indicated. Modify silt fence placement around trail and outlets as necessary.
construction. Place additional erosion control matting and stabilize 2:1 slopes as
pedestrian bride and retaining wall, and place reinforced silt fence as needed during
5. In accordance with the erosion control plans, grade trail, install crosspipes, construct
erosion control devices.
protection fence, construction entrance, temporary stream crossings, and all other
4. Prior to any land disturbing (including demolition) activities, install silt/tree
3. Flag the work limits for protection.
beginning or entrance of project.
inspection. It is recommended that these items be placed in a permits box at the
Coverage, and S&E plan are required to be maintained on site and accessible during
2. Per NPDES requirement, a rain gauge, self-inspections, records, permit, Certificate of
and invite NCDEQ Regional LQS contact number is [phone].
1. Hold preconstruction conference at least one week prior to starting construction
CONSTRUCTION SPECIFICATIONS
SHEET NO.PROJECT REFERENCE NO.3/23/2022K:\RAL_Roadway\011775062 - Cary Parkway Bridge\Erosion Control\PSH\BL-0024_ero_dtl.dgnDOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
BL-0024
421 FAYETTEVILLE STREET, SUITE 600
C 2021
RALEIGH, NC 27601
ROADWAY DESIGN
ENGINEER
EC-5
after the contributing drainage area has been properly stabilized.
unstable sediment deposits and bring the area to grade and stabilize it
undermining the fence during cleanout.Remove all fencing materials and
rain and to reduce pressure on the fence. Take care to avoid
deposits as necessary to provide adequate storage volume for the next
it promptly. Replace hardware cloth every 60 days. Remove sediment
a sediment fence collapse, tear, decompose or become ineffective, replace
each rainfall. Make any required repairs immediately. Should the fabric of
Inspect sediment fences and fence outlets at least once a week and after
MAINTENANCE:
FENCE DETAIL SHOWN TO THE LEFT.
FOLLOW MAINTENANCE REQUIREMENTS FROM STANDARD TEMPORARY SILT
MAINTENANCE:
removal.
the next rain. Take care not to damage or undercut the fabric during sediment
sediment from the pool area as necessary to provide adequate storage volume for
Inspect the fabric barrier after each rain and make repairs as needed. Remove
MAINTENANCE:
effluent during construction.
sediment. Provide a sufficient quantity of bags to contain silt form pumped
Inspect inlet pipe and bag for damage and blockage. Replace bag when ƒ full of
MAINTENANCE:
SHEET NO.PROJECT REFERENCE NO.3/23/2022K:\RAL_Roadway\011775062 - Cary Parkway Bridge\Erosion Control\PSH\BL-0024_ero_dtl.dgnDOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
BL-0024
421 FAYETTEVILLE STREET, SUITE 600
C 2021
RALEIGH, NC 27601
ROADWAY DESIGN
ENGINEER
EC-6
roadways.
Immediately remove all objectionable materials spilled, washed, or tracked onto public
rainfall, inspect any structure used to trap sediment and clean it out as necessary.
construction site. This may require periodic topdressing with 2-inch stone. After each
Maintain the stone pad in a condition to prevent mud or sediment from leaving the
MAINTENANCE:
SECTION.
STONES TO DAMS AS NEEDED TO MAINTAIN DESIGN HEIGHT AND CROSS
AND PREVENT LARGE FLOWS FROM CARRYING SEDIMENT OVER THE DAM. ADD
VEGETATION, ALLOW THE CHANNEL TO DRAIN THROUGH THE STONE SILT CHECK,
DAROCK SILT CHECKS AS NEEDED TO PREVENT DAMAGE TO CHANNEL
PORTION OF THE CHANNEL. REMOVE SEDIMENT ACCUMULATED BEHIND THE
BETWEEN SILT CHECKS, INSTALL A PROTECTIVE RIPRAP LINER IN THAT
DAM. CORRECT ALL DAMAGE IMMEDIATELY. IF SIGNIFICANT EROSION OCCURS
SILT CHECK AND EROSION FROM HIGH FLOWS AROUND THE EDGES OF THE
RUNOFF EVENT. ANTICIPATE SUBMERGENCE AND DEPOSITION ABOVE THE ROCK
INSPECT ROCK SILT CHECKS AND CHANNELS FOR DAMAGE AFTER EACH
MAINTENANCE:
the next rain. Take care not tp damage the inlet protection device during sediment removal.
Remove sediment from the pool area as necessary to procide adequate storage volume for
MAINTENANCE:
OVER THE WATTLE.
THROUGH THE WATTLE, AND PREVENT LARGE FLOWS FROM CARRYING SEDIMENT
PREVENT DAMAGE TO CHANNEL VEGETATION, ALLOW THE CHANNEL TO DRAIN
REMOVE SEDIMENT ACCUMULATED BEHIND THE WATTLES AS NEEDED TO
PROTECTIVE RIPRAP LINER IN THAT PORTION OF THE CHANNEL.
IMMEDIATELY. IF SIGNIFICANT EROSION OCCURS BETWEEN WATTLES, INSTALL A
FROM HIGH FLOWS AROUND THE EDGES OF THE DAM. CORRECT ALL DAMAGE
ANTICIPATE SUBMERGENCE AND DEPOSITION ABOVE THE WATTLE AND EROSION
INSPECT WATTLES AND CHANNELS FORAMAGE AFTER EACH RUNOFF EVENT.
MAINTENANCE:
SHEET NO.PROJECT REFERENCE NO.3/23/2022K:\RAL_Roadway\011775062 - Cary Parkway Bridge\Erosion Control\PSH\BL-0024_ero_dtl.dgnDOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
BL-0024
421 FAYETTEVILLE STREET, SUITE 600
C 2021
RALEIGH, NC 27601
ROADWAY DESIGN
ENGINEER
EC-7
SHEET NO.PROJECT REFERENCE NO.3/23/2022K:\RAL_Roadway\011775062 - Cary Parkway Bridge\Erosion Control\PSH\BL-0024_ero_dtl.dgnDOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
BL-0024
421 FAYETTEVILLE STREET, SUITE 600
C 2021
RALEIGH, NC 27601
ROADWAY DESIGN
ENGINEER
EC-8
BLACK CREEK-L- Sta. 20+43.94
END PROJECT BL-0024
-L- Sta. 11+46.50
BEGIN BRIDGE
-L- Sta. 14+31.50
END BRIDGE
TO
N
HARR
ISON
AVE
PROJECT
BEGIN
PROJECT
END
NW CARY PKWYNORWEL
L BL
VDLEE COURT
HAMPTON
MONTIBELLO DR
CANBERRA CT
LI
VI
NGSTON DR
OAK ISLAND DR
NANTUCKET DRC
REE
K
BL
A
C
K
-L- Sta. 9+75.00
BEGIN PROJECT BL-0024
PARK
NORTH CARY
TO EVANS ROAD
(SR 3112)
NW CARY PARKWAY
-L-GREENWAY ACCESSBLACK CREEK-Y1--Y2-GREENWAY
EXIST BLACK CREEK
TO EVANS ROAD COURT HAMPTON LEEUO-2
[phone]
TOWN OF CARY, PROJECT TEAM LEAD
TOWN OF CARY CONTACT: KYLE HUBERT
AERIAL FO LINE
VICINITY MAP09/08/990
PLANS

UTILITY OWNERS ON PROJECT INDEX OF SHEETS

XX
DEPART
ME
NT
OF TRANSPORTATION STATE OF NORTH CARO
LI
NASHEET NO.
UO-1
T.I.P. NO.
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS
CONTRACT:3/22/2022UTILITIES BY OTHERS PLANS
GRAPHIC SCALE PREPARED FOR OFFICE OF:
FAX [phone]
PHONE [phone]
RALEIGH NC 27699-1555
1555 MAIL SERVICES CENTER
DIVISION OF HIGHWAYS
UTILITIES ENGINEERING
UTILITIES UNIT
UTILITIES COORDINATOR
SHEET NO. DESCRIPTION
UO-1 TITLE SHEET
DIVISIONS OF HIGHWAYS
STATE OF NORTH CAROLINA
WAKE COUNTY
40 20 40 80
BL-0024
TIP PROJECT: BL-0024UO-2 UTILITY BY OTHERS PLAN SHEETS (E) SIGNALS - TOWN OF CARY: MATT FARABAUGH 919-612-8005
(D) CATV - CHARTER-SPECTRUM: ROBERT DABROWSKI 919-288-4867
(C) TELECOMMUNICATIONS - AT&T: DOCK POTTER 919-239-5813
(B) POWER - DUKE ENERGY PROGRESS: GEORGE COX 252-269-8848
(A) POWER - DUKE ENERGY PROGRESS: JESSICA WESTERVELT 919-810-6258
AMY D. YORK
MONROE BROWN
CENTRAL UTILITIES ENGINEER
LOCATION:
TYPE OF WORK: UTILITY RELOCATIONS BY OTHERS
NW CARY PARKWAY (SR 3112) SIDEWALK AT BLACK CREEK
TOP OF NUT =304.41'
TH-3
TH-2
TH-1
TOP OF NUT =305.77'
DIP = 345.15'
TOP OF 12"
VALVE = 347.12'
TOP OF AIR
=303.99'
TOP OF NUT
=305.09'
TOP OF NUT
TOP OF UTILITY = 323.89'
12" DUCTILE IRON WATER LINE
TH-2
TOP OF UTILITY= 345.84'
12" DUCTILE IRON WATER LINE
TH-1
TOP OF STORM DRAIN = 349.40'
TOP OF UTILITY = 351.76'
12" DUCTILE IRON WATER LINE
TH-3
TOP OF NUT =304.79'
S SEX
IS
T
ING

R
/W
E
X
IS
T
IN
G

R
/W
DB
11813
PG
765
20' GREENWAY
EASEMENT
EIP
0.47' EIP TO R/W18" CMP N 89°30'00"
W
311.62'
BLACK CREEK
BM 1982 PG 24440' UTI
LI
TY EASEM
ENTN 01°05'19" EN 06°42'21" W559.84'TOWN OF CARY
BM 1994 PG 1888
DB 6394 PG 186
PIN 0765-23-7973
1000HL APTS, LLC
BM 1994 PG 859
DB 18175 PG 1924
PIN 0765-53-4335
BM 1988 PG 1069
DB 12949 PG 1287
DB 7775 PG 470
PIN 0765-44-4056
MID AMERICA APARTMENTS, LLC
472.16' TOTALASSOCIATION, INC.
BEECHTREE OF CARY HOME OWNERS
BM 1988 PG 1069
DB 4326 PG 567
PIN 0765-64-1435
DB
117
9
4 PG
6
9
6
2
0' GREENWAY EAS
EMENTEXISTING R/W BLACK CREEKEIP
SOILSS
SOIL
TOWN OF CARY
BM 1994 PG 1888
DB 6394 PG 186
PIN 0765-23-7973 BM 1982 PG 24440' UTILITY EASEMENTN 00°33'39" E748.89'S 89°03'50" E1395.66'
TOWN OF CARY
BM 1994 PG 1888
DB 6394 PG 186
PIN 0765-23-7973
EXISTING R/W
G
PS-2106.00'106.00'30" PVCHH
HHHH4 ", PVC, TOWN OF CARYTOWN OF CARY
12 ", DIP,
TOWN OF CARY
12 ", DIP,
WATERLINE ATTACHED TO BRIDGE
FUTURE 6" STUB
12 ", D
IP, TO
W
N
O
F
C
A
R
Y
AERIAL FO LINE
12 ",
D
IP, TO
W
N
O
F
C
A
R
Y
AT&T Corp.
C
orp.
A
T
&
T
W
Charter
12" D
I
WATER
L
INE
12" DI WATER LINE
1
2
3
1
1
2
1
UTILITIES BY OTHERS
SHEET.
FOR PROPOSED UTILITY WORK SHOWN ON THIS
PAYMENT WILL BE MADE TO THE CONTRACTOR
SHEET WILL BE DONE BY OTHERS. NO
ALL PROPOSED UTILITY WORK SHOWN ON THIS
NOTE:
PROJECT REFERENCE NO.SHEET NO.3/22/2022K:\RAL_Roadway\011775062 - Cary Parkway Bridge\Utilities\UBO\BL-0024_rdy_UBO_2.dgnBP1.R004.0 UO-2
O 15+0015+0010+0020+0060+00
RETAIN
RETAIN
RETAIN
AT&T TO REMOVE POLE
AND INSTALL GUY WIRE
DUKE TO RETAIN POLE
(SR 3112) NW CARY PARKWAY
GUY WIRES AND OH LINES
DUKE TO INSTALL NEW POLE
GUY WIRES AND OH LINES
DUKE TO INSTALL NEW POLE
REM
REM
REMOVE POLE
AT&T TO
REMOVE POLE
DUKE TO
REM
GUY WIRE AND OH LINES
DUKE TO INSTALL NEW POLE
HAND HOLE
AT&T TO ADJUST
HAND HOLE
SEGRA TO RETAIN
EXIST UG LINES
CHARTER TO RETAIN
EXIST UG LINE
AT&T TO RETAIN
EXIST UG LINE
AT&T TO RETAIN
TO TRANSFER OH LINES TO NEW DUKE POLES
AT&T, DUKE LIGHTING, CROWN CASTLE, AND CARY FIBER
TO TRANSFER OH LINES TO NEW DUKE POLES
AT&T, DUKE LIGHTING, CROWN CASTLE, AND CARY FIBER