20140612 Ver 1_Permit Drawings_20140617

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CONCRETE ASPHALT
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=
=
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=
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ADT
ADT
INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS
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
N.C.
SHEET
1
DESIGN DATA
SIGNATURE:
SIGNATURE:
P.E.
P.E.
2012 STANDARD SPECIFICATIONS
PROJECT ENGINEER
GRAPHIC SCALES
PLANS
PROFILE (VERTICAL)
HYDRAULICS ENGINEER
LOCATION:
TYPE OF WORK:
0
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SEE SHEET 1-B FOR CONVENTIONAL PLAN SHEET SYMBOLS
SEE SHEET 1-A FOR INDEX OF SHEETS
WAKE COUNTY
FROM GLENCOE DRIVE TO NORTH MAIN STREET / US 1A
STADIUM DRIVE (SR 1930)
GRADING, DRAINAGE, PAVING, SIGNING, AND UTILITIES
U
-
5
5
1
5 U-5515
55056.1.1 STPDA-0527(14)P.E.
VICINITY MAP
40 80
80402040
40 20
510 10 20
TBD
TBD
J. JASON PACE, P.E
ROADWAY DESIGN ENGINEER
TOWN OF WAKE FOREST BY:
PLANS PREPARED FOR THE
TOTAL LENGTH TIP PROJECT U-5515
LENGTH ROADWAY TIP PROJECT U-5515
ARTERIAL
URBANFUNC CLASS =
2014
2040
MPH40
N/A
N/A
N/A
7000 VPD
9100 VPD
= 1.100 MILES
= 1.100 MILES
Raleigh, North Carolina 27636
Post Office Box 33068
PE NO. F-0102
PROJECT
END
Wake Forest
Downtown

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Harris Rd
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BEGIN CONSTRUCTION
BEGIN TIP PROJECT U-5515
-L- Sta. 82+15.00
END CONSTRUCTION
END TIP PROJECT U-5515
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WAKE FOREST
F
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SHOPPING CENTER
WAKE FOREST CROSSING
APARTMENTS
NORTH FOREST
SEMINARY
THEOLOGICAL
BAPTIST
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Stewart, Inc.
GEOTECHNICAL INVESTIGATIONS BY:

Stewart, Inc.
and
Spatial Data Consultants, Inc.
SURVEYS PROVIDED BY:
C 2014
DIVISION OF HIGHWAYS
STATE OF NORTH CAROLINA
6
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HISTORIC DISTRICT
WAKE FOREST
DOWNTOWN
HISTORIC DISTRICT
WAKE FOREST
DOWNTOWN
APPROVED BY THE TOWN OF WAKE FOREST.
OF WAKE FOREST AND SHALL BE SO INSTALLED UNLESS A CHANGE IS
TOWN STANDARDS. THESE FACILITES HAVE BEEN APPROVED BY THE TOWN
RAMPS ARE TO BE CONSTRUCTED ON ALL STREETS AS SPECIFIED BY
ALL PUBLIC FACILITIES, INCLUDING UTILITIES, SIDEWALKS, AND HANDICAP
STANDARDS AND/OR CONDITIONS.
REGARD TO COMPLIANCE WITH ALL FEDERAL, STATE, AND LOCAL
RESPONSIBILITY OF THE OWNER AND ENGINEER OF RECORD WITH
FOR THE TOWN OF WAKE FOREST IN NO WAY LIMITS THE
EXECUTION OF THIS CONSTRUCTION PLAT BY THE REVIEW ENGINEER
OWNER HEREBY CERTIFIES AND AGRESS TO TAKE SUCH ACTION AS MAY BE REQUIRED BY
THE TOWN OF WAKE FOREST TO CORRECT ANY ERRORS, OMISSIONS, OR NON-COMPLIANCE
WITH TOWN STANDARDS AND/OR CONDITIONS DESCRIBED IN THE CONSTRUCTION PLAT,
INCLUDING RE-SUBMISSION OR RE-EXECUTION OF THIS CONSTRUCTION PLAT WITH THE
APPROPRIATE CORRECTIONS AND/OR REVISIONS.
OWNER DATE
CONSTRUCTION BY THE TOWN OF WAKE FOREST.
THESE PLANS HAVE BEEN APPROVED FOR
FIRE PREVENTION
CITY OF RALEIGH PUBLIC UTILITIES DEPARTMENT DATE
DATE
DATE
DATE
DATE
DATE
DATE
DATE
DATE
ENGINEERING DEPARTMENT
PUBLIC WORKS DEPARTMENT
EROSION & SEDIMENT CONTROL
CONSTRUCTION INSPECTOR
ACCESSIBILITY
PLANNING DEPARTMENT
DATEPARKS AND RECREATION - MAINTENANCE
PARKS AND RECREATION - URBAN FORESTRY
REV. No.:REVISION:DATE:DRAWN BY:CHECKED BY:
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14 NOT TO SCALE
Copyright Kimley-Horn and Associates, Inc., 2014
shall be without liability to Kimley-Horn and Associates, Inc.
reliance on this document without written authorization and adoption by Kimley-Horn and Associates, Inc.
intended only for the specific purpose and client for which it was prepared. Reuse of and improper
This document, together with the concepts and designs presented herein, as an instrument of service, is
STANDARD DRAWINGS
LIST OF ROADWAY
GENERAL NOTES
INDEX OF SHEETS
PRELIMINARY PLANS
DO NOT USE FOR CONSTRUCTION
INCOMPLETE PLANS
DO NOT USE FOR RW ACQUISITION
PE NO. F-0102
PREPARED IN THE OFFICE OF:
P.O. BOX 33068 - RALEIGH, NORTH CAROLINA 27636-3068
PHONE: [phone] FAX: [phone]
PROJECT:
SHEET NUMBER:JOB NUMBER:
011311030
STADIUM DRIVE - COMPLETE STREETS
U-5515
INDEX OF SHEETS
SHEET NO.DESCRIPTION
TITLE SHEET1
CONVENTIONAL SYMBOLS1-B
3
PLAN SHEETS
PROFILE SHEETS
CROSS SECTIONS
TRAFFIC MANAGEMENT PLANS
4 THRU 9
1-A
10 THRU 16
X-0 TO X-27
PS-1 THRU PS-6
RETAINING WALL ENVELOPES
PAVEMENT MARKING AND SIGNING PLANS
1-A
GENERAL NOTES LIST OF ROADWAY STANDARD DRAWINGS
200.02
225.02 GUIDE FOR GRADING SUBGRADE - SECONDARY AND LOCAL
DESCRIPTIONSTD NO.
METHOD OF CLEARING - METHOD II
225.04 METHOD OF OBTAINING SUPERELEVATION - TWO LANE PAVEMENT
560.01
654.01
METHOD OF SHOULDER CONSTRUCTION - HIGH SIDE OF SUPERELEVATION CURVE - METHOD II
CONC BASE PAD FOR DRAINAGE STRUCTURES
PAVEMENT REPAIRS
DRIVEWAY PIPE CONSTRUCTION310.10
815.03 PIPE UNDERDRAIN AND BLIND DRAIN
840.00
840.03
840.01
840.15
840.16 DROP INLET FRAME AND GRATES - FOR USE WITH STD DWGS 840.14 AND 840.15
840.66 DRAINAGE STRUCTURE STEPS
846.01
848.01
848.04 STREET TURNOUT
852.01
GUARDRAIL PLACEMENT
BRICK CATCH BASIN - 12" THRU 54" PIPE
BRICK DROP INLET - 12" THRU 30" PIPE
840.27
840.54
BRICK MEDIAN DROP INLET TYPE ’B’ - 12" THRU 36" PIPE
MANHOLE FRAME AND COVER
CONCRETE CURB, GUTTER AND CURB AND GUTTER
CONCRETE SIDEWALK
CONCRETE ISLANDS
848.02
840.32
840.02 CONCRETE CATCH BASIN - 12" THRU 54" PIPE
FRAME, GRATES AND HOOD - FOR USE ON STANDARD CATCH BASIN
840.14 CONCRETE DROP INLET - 12" THRU 30" PIPE
840.18 CONCRETE MEDIAN DROP INLET TYPE ’B’ - 12" THRU 36" PIPE
840.31 CONCRETE JUNCTION BOX - 12" THRU 66" PIPE
BRICK JUNCTION BOX - 12" THRU 66" PIPE
CHAIN LINK FENCE -4’, 5’ AND 6’ HIGH FENCE
FRAMES AND NARROW SLOT SAG GRATES
DRIVEWAY TURNOUT - RADIUS TYPE
GUARDRAIL INSTALLATION
840.34 TRAFFIC BEARING JUNCTION BOX - FOR USE WITH PIPES 42" AND UNDER
862.01
876.02 GUIDE FOR RIP RAP AT PIPE OUTLETS
862.02
866.01
MOUNTING OF TYPE ’D’, ’E’ AND ’F’ SIGNS ON ’U’ CHANNEL POSTS
ORIENTATION OF GROUND MOUNTED SIGNS
876.04 DRAINAGE DITCHES WITH CLASS ’B’ RIP RAP
904.50
904.10
876.01 RIP RAP IN CHANNELS
310.02 PARALLEL PIPE END SECTION
300.01
840.25 ANCHORAGE FOR FRAMES - BRICK/CONCRETE/PRECAST CONCRETE
848.05
METHOD OF PIPE INSTALLATION
CURB RAMP
840.35 TRAFFIC BEARING GRADED DROP INLET
840.45 PRECAST DRAINAGE STRUCTURE
840.46 TRAFFIC BEARING PRECAST DRAINAGE STRUCTURE
840.71 CONCRETE AND BRICK PIPE PLUGS
840.72 PIPE COLLAR
HEREBY ARE CONSIDERED A PART OF THESE PLANS:
RALEIGH, N.C., DATED JANUARY 2012 ARE APPLICABLE TO THIS PROJECT AND BY REFERENCE
"ROADWAY STANDARD DRAWINGS" HIGHWAY DESIGN BRANCH-N.C. DEPARTMENT OF TRANSPORTATION
THE FOLLOWING ROADWAY STANDARDS AND ANY OTHER APPLICABLE STANDARDS WITHIN THE
2 TO 2-A
2-B TO 2-D
2-E TO 2-F
2-G THRU 2-K CONSTRUCTION DETAILS
TYPICAL SECTIONS
UO-1 THRU UO-6 UTILITIES BY OTHERS SHEETS
EC-1A THRU EC-19 EROSION CONTROL PLANS AND DETAILS
UC-1 THRU UC-8
*OMITTED FROM THIS SUBMITTAL
3-A * DRAINAGE SUMMARY SHEETS
ROUNDABOUT GEOMETRY AND CURB PROFILE SHEETS
INDEX OF SHEETS, GENERAL NOTES, AND STANDARD DRAWINGS
L-100 THRU L-200

STD NO 848.05 AND AS SHOWN IN THE PROJECT SPECIAL DETAILS.
THE CONSTRUCTION OF ALL WHEELCHAIR RAMPS SHALL BE IN ACCORDANCE WITH
CURB RAMPS ARE SHOWN ON THE PLANS AT APPROXIMATE LOCATIONS.

CURB RAMPS:

EXCEPT AS SHOWN ON THE PLANS.
ANY RELOCATION OF EXISTING UTILITIES WILL BE ACCOMPLISHED BY OTHERS,
CITY OF RALEIGH PUBLIC UTILITIES DEPARTMENT - JANEEN GOODWIN - [phone]
PUBLIC SERVICE COMPANY OF NORTH CAROLINA - NAKIMA BOGAN - [phone]
CENTURY LINK - DARREL CLEMANS - (9190 554-5270
TIME WARNER CABLE - JOE FAHEY - [phone]
WAKE FOREST POWER - MIKE BARTON - [phone]

UTILITY OWNERS ON THIS PROJECT ARE:

UTILITIES:

LOCATION OF THE SHORING.
OR "TEMPORARY SHORING-BARRIER SUPPORTED" DEPENDING UPON THE
PLANS WILL BE PAID FOR AT THE CONTRACT PRICE FOR "TEMPORARY SHORING"
SHORING REQUIRED FOR THE MAINTENANCE OF TRAFFIC NOT SHOWN ON THE

TEMPORARY SHORING:

CONSULT WITH THE ENGINEER PRIOR TO ORDERING GUARDRAIL MATERIAL.
CONSTRUCTION AS DIRECTED BY THE ENGINEER. THE CONTRACTOR SHOULD
THE GUARDRAIL LOCATIONS SHOWN ON THE PLANS MAY BE ADJUSTED DURING

GUARDRAIL:

848.04 USING THE RADII NOTED ON PLANS.
STREET RETURNS SHALL BE CONSTRUCTED IN ACCORDANCE WITH STD. NO.

STREET TURNOUT:

PROVIDE A SMOOTH TRANSITION TO EXISTING.
THE CONTRACTOR SHALL RECONSTRUCT DRIVEWAYS IN SUCH A MANNER AS TO
OF 5’ BEHIND THE PROPOSED SIDEWALK.
ALL GRAVEL DRIVEWAYS SHALL BE CONSTRUCTED WITH CONCRETE FOR A MINIMUM
THE ENGINEER.
LOCATIONS OF DRIVES WILL BE AS SHOWN ON THE PLANS OR AS DIRECTED BY
WITH DETAILS IN PLANS USING 3’ RADII OR RADII AS SHOWN ON THE PLANS.
DRIVEWAYS SHALL BE CONSTRUCTED IN ACCORDANCE WITH STD NO 848.02 AND

DRIVEWAYS:

LOCATIONS DIRECTED BY THE ENGINEER.
UNDERDRAINS SHALL BE CONSTRUCTED IN ACCORDANCE WITH STD. NO. 815.03 AT

UNDERDRAINS:

PARTICULAR ITEMS INVOLVED.
PROJECT. THIS WORK WILL BE PAID FOR AT THE CONTRACT UNIT PRICE FOR THE
SUITABLE CONNECTIONS WITH ALL ROADS, STREETS, AND DRIVES ENTERING THIS
THE CONTRACTOR WILL BE REQUIRED TO DO ALL NECESSARY WORK TO PROVIDE

SIDE ROADS:

ELEVATED CURVES SHALL BE IN ACCORDANCE WITH STD NO 560.01.
ASPHALT AND EARTH SHOULDER CONSTRUCTION ON THE HIGH SIDE OF SUPER

SHOULDER CONSTRUCTION:

UNLESS OTHERWISE NOTED ON THE PLANS.
IN WIDENING AREAS CONTRACTOR IS TO MATCH EXISTING ROADWAY SLOPE
SHOWN ON THE TYPICAL SECTIONS.
THE PLANS. SUPERELEVATION IS TO BE REVOLVED ABOUT THE GRADE POINTS
STD. NO. 225.04 USING THE RATE OF SUPERELEVATION AND RUNOFF SHOWN ON
ALL CURVES ON THIS PROJECT SHALL BE SUPERELEVATED IN ACCORDANCE WITH

SUPERELEVATION:

BY METHOD II AS SHOWN IN STD NO 200.02.
CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED

CLEARING:

ENGINEER IN ORDER TO SECURE A PROPER TIE-IN.
MAY BE ADJUSTED AT THEIR BEGINNING AND ENDING AS DIRECTED BY THE
SURFACING AT GRADE POINTS SHOWN ON THE TYPICAL SECTIONS. GRADE LINES
THE GRADE LINES SHOWN DENOTE THE FINISHED ELEVATION OF THE PROPOSED

GRADE LINE:

REVISED: 07/30/12
EFFECTIVE: 01-17-12
2012 SPECIFICATIONS
LANDSCAPE PLANS AND DETAILS
TCP-1 THRU TCP-18
840.24
* GUARDRAIL AND PAVEMENT REMOVAL SUMMARY SHEET
UTILITY CONSTRUCTION PLANS
REV. No.:REVISION:DATE:DRAWN BY:CHECKED BY:
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CONVENTIONAL SYMBOLS NOT TO SCALE
Copyright Kimley-Horn and Associates, Inc., 2014
shall be without liability to Kimley-Horn and Associates, Inc.
reliance on this document without written authorization and adoption by Kimley-Horn and Associates, Inc.
intended only for the specific purpose and client for which it was prepared. Reuse of and improper
This document, together with the concepts and designs presented herein, as an instrument of service, is
A
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PE NO. F-0102
PREPARED IN THE OFFICE OF:
P.O. BOX 33068 - RALEIGH, NORTH CAROLINA 27636-3068
PHONE: [phone] FAX: [phone]
PROJECT:
SHEET NUMBER:JOB NUMBER:
011311030
STADIUM DRIVE - COMPLETE STREETS
U-5515
Existing Edge of Pavement
Existing Curb
Proposed Slope Stakes Cut
Proposed Slope Stakes Fill
Existing Metal Guardrail
Existing Cable Guiderail
Proposed Guardrail
Equality Symbol
Pavement Removal
Baseline Control Point
RIGHT OF WAY:
Existing Right of Way Marker
Existing Right of Way Line
h
Existing Control of Access
Proposed Control of Access
Proposed Right of Way Line
C
F
Existing Easement Line
Proposed Temporary Construction Easement
Proposed Temporary Drainage Easement
Proposed Permanent Drainage Easement
Proposed Permanent Utility Easement
HYDROLOGY:
Stream or Body of Water
Hydro, Pool or Reservoir
Flow Arrow
Disappearing Stream
Spring
;
z
v
W
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
U/G Power Cable Hand Hole
Power Manhole
Power Line Tower
Power Transformer
Existing Joint Use Pole
Proposed Joint Use Pole
Existing Telephone Pole
Proposed Telephone Pole
Telephone Manhole
Telephone Booth
Telephone Pedestal
U/G Telephone Cable Hand Hole
R
}
T
p
Q
l
e
]
/
b
H-Frame Pole O O
POWER:
TELEPHONE:
Telephone Cell Tower
Recorded U/G Power Line
Recorded U/G Telephone Cable
Designated U/G Telephone Cable (S.U.E.*)
Recorded U/G Telephone Conduit
Designated U/G Telephone Conduit (S.U.E.*)
Recorded U/G Fiber Optics Cable
WATER:
Water Manhole
Water Meter
Water Valve
Water Hydrant
Recorded U/G Water Line
4
I
H
a
TV:
TV Satellite Dish
TV Pedestal
TV Tower
U/G TV Cable Hand Hole
Recorded U/G TV Cable
Recorded U/G Fiber Optic Cable
Designated U/G Fiber Optic Cable (S.U.E.*)
r
|
I
]
GAS:
Gas Valve
Gas Meter
Recorded U/G Gas Line
n
c
SANITARY SEWER:
Sanitary Sewer Manhole
Sanitary Sewer Cleanout
U/G Sanitary Sewer Line
Recorded SS Forced Main Line
Designated SS Forced Main Line (S.U.E.*)
d
o
A/G Water
Above Ground Gas Line
A/G Gas
Above Ground Water Line
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
Utility Unknown U/G Line
?
CONC
CONC WW
v
v
Drainage 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 Iron Pin
Property Corner
Property Monument
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
Designated U/G Power Line (S.U.E.*)
Designated U/G Fiber Optics Cable (S.U.E.*)
Designated U/G Water Line (S.U.E.*)
Designated U/G TV Cable (S.U.E.*)
Designated U/G Gas Line (S.U.E.*)
U/G Test Hole (S.U.E.*)
*S.U.E. = Subsurface Utility Engineering
WLB
EIP B
ECM
CONC HW
CB
CSX TRANSPORTATION
MILEPOST 35
SWITCH
Cemetery
EXISTING STRUCTURES:
Parcel / Sequence Number
E
AATUR
End of Information E.O.I.
Note: Not to Scale
Abandoned According to Utility Records
WLB
EAB
EPB
R
W
R
W
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
Proposed Permanent Easement with
Iron Pin and Cap Marker
Proposed Temporary Utility Easement TUE
Iron Pin and Cap Marker
Proposed Right of Way Line with
Proposed Permanent Drainage / Utility Easement
AUEProposed Aerial Utility Easement
Proposed Curb Ramp
STATE OF NORTH CAROLINA
DIVISION OF HIGHWAYS
CONVENTIONAL PLAN SHEET SYMBOLS
Underground Storage Tank, Approx. Loc.
Geoenvironmental Boring
UST
Known Soil Contamination: Area or Site
Potential Soil Contamination: Area or Site
Concrete or Granite R/W Marker
Proposed Right of Way Line with
C
A Concrete C/A Marker
Proposed Control of Access Line with
DUE
CR
1-B
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n
PROJECT:
SHEET NUMBER:JOB NUMBER:
REV. No.:REVISION:DATE:DRAWN BY:CHECKED BY:
PRELIMINARY PLANS
DO NOT USE FOR CONSTRUCTION
INCOMPLETE PLANS
DO NOT USE FOR RW ACQUISITION
PE NO. F-0102
PREPARED IN THE OFFICE OF:
P.O. BOX 33068 - RALEIGH, NORTH CAROLINA 27636-3068
PHONE: [phone] FAX: [phone] 011311030Copyright Kimley-Horn and Associates, Inc., 2014
shall be without liability to Kimley-Horn and Associates, Inc.
reliance on this document without written authorization and adoption by Kimley-Horn and Associates, Inc.
intended only for the specific purpose and client for which it was prepared. Reuse of and improper
This document, together with the concepts and designs presented herein, as an instrument of service, is
STADIUM DRIVE - COMPLETE STREETS
U-5515
NOT TO SCALETYPICAL SECTIONS
L
2’
GROUND
EXISTING
0.02
2:1
2:
1
C
2’
GROUND
EXISTING
2:
1
2:1
5’
0.02
5.5’
31.5’
4.5’
5.5’14’14’
-L- STADIUM DRIVE (SR 1930)
0.5’
MUP
10’
2
TYPICAL SECTION NO. 1
PAVEMENT SCHEDULE
AN AVERAGE RATE OF 168 LBS. PER SQ. YD. IN EACH OF TWO LAYERS.
AN AVERAGE RATE OF 168 LBS. PER SQ. YD.
EARTH MATERIAL
PROPOSED 4" AGGREGATE BASE COURSE
S T
E1

GRADE TO THIS LINE
1:1C1
W T
E1

GRADE TO THIS LINE
POINT
GRADE
R1
U
6"6"
1:1
2:1
2:
1
0.020.02
2’
GROUND
EXISTING
6.5’2’5.5’
0.02
TYPICAL SECTION NO. 1A TYPICAL SECTION NO. 1B
L
2’
C
2’
0.02
5.5’5.5’14’14’
-L- STADIUM DRIVE (SR 1930)
S T
E1

GRADE TO THIS LINE
1:1C1
W
E1

GRADE TO THIS LINE
POINT
GRADE
R1
U
6"6"
TYPICAL SECTION NO. 2
1.5’
2:
1
2:1
GROUND
EXISTING
31.5’31.5’
SEE NOTE 1 & 2
SEE NOTE 1 & 2
0.5’
10’
8.0’
0.02
ST
1.5’
2:1
2:
1
8.0’
10’
1:1
0.5’
GROUND
EXISTING
R1

THAT ALLOWS THE MINIMUM SURFACE COURSE DEPTH.
4. MILL EXISTING ASPHALT PAVEMENT TO A DEPTH
NOTED.
3. PAVEMENT EDGE SLOPES ARE 1:1 UNLESS OTHERWISE
MINIMUM FULL DEPTH PAVEMENT.
2. SAWCUT EXISTING PAVEMENT TO PROVIDE 1’
1. SEE PLANS FOR EXISTING PAVEMENT LOCATIONS.
NOTES:
0.02
2’6.5’
TYPICAL SECTION NO. 1C
C3C3
C3 C3
D1D1
D1 D1
VARIES
33.5’ - 37.5’
VARIES
0.5’
0’ - 4’
VARIES
12’ - 16’
R1
3’ W/ GRAIL
1.5’
GROUND
EXISTING
T
S S S
-L- STA 58+95.00 TO STA 61+25.00 RT
-L- STA 69+10.00 TO STA 74+35.26
11"11"
11"11"
C2
J2
EXIST EXIST
EXIST EXIST
3’
(SEE DETAIL ON SHEET 2-B)
TOE WALL WITH ROCK VENEER
CAST-IN PLACE CONCRETE
T
R1
W
U
E1
R2
J1
E2
R3
S
PROPOSED 2’-6" CONCRETE CURB AND GUTTER
PROPOSED 1’-6" CONCRETE CURB
PROPOSED 4" CONCRETE SIDEWALK
EXISTING PAVEMENT (CONCRETE AND/OR ASPHALT)
VARIABLE DEPTH ASPHALT PAVEMENT (SEE WEDGING DETAIL ON SHEET 2-A)
J2 PROPOSED 6" AGGREGATE BASE COURSE
PROPOSED 8" X 18" CONCRETE HEADER CURB
IN LAYERS NOT LESS THAN 3" OR GREATER THAN 5" IN DEPTH.
AN AVERAGE RATE OF 114 LBS. PER SQ. YARD PER 1" DEPTH, TO BE PLACED
PROPOSED VAR. DEPTH ASPHALT CONCRETE BASE COURSE, TYPE B25.0B, AT
PROPOSED APPROX. 3" ASPHALT CONCRETE SURFACE COURSE TYPE S9.5B, AT
I19.0B, AT AN AVERAGE RATE OF 456 LBS. PER SQ. YD.
PROPOSED APPROX. 4" ASPHALT CONCRETE INTERMEDIATE COURSE. TYPE
LAYERS NOT LESS THAN 2" OR GREATER THAN 4" IN DEPTH.
AT AN AVERAGE RATE OF 114 LBS. PER SQ. YD. PER 1" DEPTH TO BE PLACED IN
PROPOSED VAR. DEPTH ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE I19.0B,
C1
C3
C4
D1
D2
C2
A1
AN AVERAGE RATE OF 456 LBS. PER SQ YARD.
PROPOSED APPROX. 4" ASPHALT CONCRETE BASE COURSE, TYPE B25.0B, AT
GROUND
EXISTING
PROPOSED APPROX. 1.5" ASPHALT CONCRETE SURFACE COURSE TYPE S9.5B, AT
LC
-L- STADIUM DRIVE (SR 1930)
TYPICAL SECTION NO. 2A
-L- STA 70+30.00 TO STA 74+20.00
12
"
3
"
3
"
1’-6"
PVC SCHEDULE 40 WITH A MINIMUM COVER OF 1’ BELOW BASE
** ANY UNDERDRAIN PASSING UNDER ROADWAY WILL NEED TO BE
NOTE: COORDINATE UNDERDRAIN LOCATION WITH LANDSCAPE DESIGN
T
TT
R2 R2
E1 E1
SEE SHEET 2-F FOR DETAIL
UNDERDRAIN FINE AGGREGATE.
THE OUTSIDE OF THE
BE WRAPPED AROUND
FILTER FABRIC SHOULD
BY UNDERDRAIN FINE ABC
DRAIN SURROUNDED
6" PERFORATED PVC
-L- STA 53+29.50 TO STA 60+60.00 LT
2:1
-L- STA 53+24.26 (END BRIDGE) TO STA 69+00.00
-L- STA 24+30.00 TO STA 51+93.15 (BEGIN BRIDGE)
6"6"
-L- STA 53+30.00 TO STA 69+10.00 RT
3’ W/ GRAIL
14’ W/ GRAIL
10’
3.5’3.5’
5’5’
4
"
-L- STA 75+05.29 TO STA 76+32.00
(PAVEMENT WITHOUT DOWELS)
PROPOSED 8" PORCELAIN CEMENT CONCRETE PAVEMENT
LAYERS NOT GREATER THAN 2" IN DEPTH.
AVERAGE RATE OF 112 LBS. PER SQ. YD. PER 1" DEPTH TO BE PLACED IN
PROPOSED VAR. DEPTH ASPHALT CONCRETE SURFACE COURSE, TYPE S9.5B, AT AN
2’-9"2’-9"
8
"
3
0
"
4.5’ W/ GRAIL
6"6"
2’
PRIME COAT AT THE RATE OF 0.35 GAL PER SQ YDK
K
PROPOSED APPROX. 2" ASPHALT CONCRETE SURFACE COURSE TYPE SF9.5A, AT
AN AVERAGE RATE OF 110 LBS. PER SQ. YD. IN TWO LAYERS.
6
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REV. No.:REVISION:DATE:DRAWN BY:CHECKED BY:
PRELIMINARY PLANS
DO NOT USE FOR CONSTRUCTION
INCOMPLETE PLANS
DO NOT USE FOR RW ACQUISITION
Copyright Kimley-Horn and Associates, Inc., 2014
shall be without liability to Kimley-Horn and Associates, Inc.
reliance on this document without written authorization and adoption by Kimley-Horn and Associates, Inc.
intended only for the specific purpose and client for which it was prepared. Reuse of and improper
This document, together with the concepts and designs presented herein, as an instrument of service, is
PE NO. F-0102
PREPARED IN THE OFFICE OF:
P.O. BOX 33068 - RALEIGH, NORTH CAROLINA 27636-3068
PHONE: [phone] FAX: [phone]
PROJECT:
SHEET NUMBER:JOB NUMBER:
011311030
STADIUM DRIVE - COMPLETE STREETS
U-5515
2" MINIMUM
CL
WEDGING DETAIL
D1
3" MINIMUM
C1 D2
EXISTING PAVEMENT
D2
10’
CONSTRUCTION
BEGIN OR END
SURFACE COURSE
MILLED NOTCH TO KEY-IN
DETAIL SHOWING TIE-INS AT PROJECT TERMINI
C4 U
E2
C1
C
E
N
T
E
R

O
F

R
O
U
N
D
A
B
O
U
T
CIRCULATING WIDTH
20’18’17’
TRUCK APRON
55’ R
11"
R3
A1
R1
GRADE TO THIS LINE
E1W
0.02
0.02
C3
J1
TYPICAL SECTION NO. 5
TYPICAL SECTION NO. 3
2-A
LC
GROUND
EXISTING
GROUND
EXISTING
10’10’
0
"
M
I
L
L
IN
G
3
"
M
I
L
L
IN
G
EXISTING PAVEMENT
EXISTING CURB
MILLING ADJACENT TO EXISTING CURB
D1
-L- NORTH AVENUE
COURSE
1"SURFACE
6.5’
P
A
R
K
I
N
G
R2
-L- STA 76+32.00 TO STA 82+15.00
T
1:1D1
JOINTS
" EXPANSION
C1
U
2:1
2:
1
GROUND
EXISTING
S
T
1 :1
6"
2’6’1.5’
12"12"
L
2’
C
2’
0.02
T
E1

GRADE TO THIS LINE
1:1C1
W
E1

GRADE TO THIS LINE
R1
U
6"6"
TYPICAL SECTION NO. 4
2:
1
2:1
GROUND
EXISTING
SEE NOTE 1 & 2
0.5’
0.02
T
2:1
2:
11:1
0.5’
GROUND
EXISTING
R1
C3 C3
D1 D1
11"11"
EXIST EXIST
VARIES
A
VARIES
A VARIESVARIES
-Y4- MCDOWELL DRIVE
-Y3- WHISTLING SWAN DRIVE
-Y2- GLENCOE DRIVE
-Y1- OLD STADIUM DRIVE
A
-Y1-
-Y2-
-Y3-
-Y4-
-Y5-
-Y7-
-Y8-
-Y6-
LINE
7’
-Y8- N WINGATE STREET
-Y7- ROCK SPRINGS ROAD
-Y6- JUDSON DRIVE
-Y5- MCDOWELL DRIVE
13.5’
10.5’
11’
11’
13’
SIDEWALK
RETAIN
0.020.02
C3
E1
6"6"
TYPICAL SECTIONS
AN AVERAGE RATE OF 168 LBS. PER SQ. YD. IN EACH OF TWO LAYERS.
AN AVERAGE RATE OF 168 LBS. PER SQ. YD.
EARTH MATERIAL
PROPOSED 4" AGGREGATE BASE COURSE
T
R1
W
U
E1
R2
J1
E2
R3
S
PROPOSED 2’-6" CONCRETE CURB AND GUTTER
PROPOSED 1’-6" CONCRETE CURB
PROPOSED 4" CONCRETE SIDEWALK
EXISTING PAVEMENT (CONCRETE AND/OR ASPHALT)
VARIABLE DEPTH ASPHALT PAVEMENT (SEE WEDGING DETAIL ON SHEET 2-A)
J2 PROPOSED 6" AGGREGATE BASE COURSE
PROPOSED 8" X 18" CONCRETE HEADER CURB
IN LAYERS NOT LESS THAN 3" OR GREATER THAN 5" IN DEPTH.
AN AVERAGE RATE OF 114 LBS. PER SQ. YARD PER 1" DEPTH, TO BE PLACED
PROPOSED VAR. DEPTH ASPHALT CONCRETE BASE COURSE, TYPE B25.0B, AT
LAYERS NOT LESS THAN 1" OR GREATER THAN 2" IN DEPTH.
AVERAGE RATE OF 112 LBS. PER SQ. YD. PER 1" DEPTH TO BE PLACED IN
PROPOSED VAR. DEPTH ASPHALT CONCRETE SURFACE COURSE, TYPE S9.5B, AT AN
PROPOSED APPROX. 3" ASPHALT CONCRETE SURFACE COURSE TYPE S9.5B, AT
I19.0B, AT AN AVERAGE RATE OF 456 LBS. PER SQ. YD.
PROPOSED APPROX. 4" ASPHALT CONCRETE INTERMEDIATE COURSE. TYPE
LAYERS NOT LESS THAN 2" OR GREATER THAN 4" IN DEPTH.
AT AN AVERAGE RATE OF 114 LBS. PER SQ. YD. PER 1" DEPTH TO BE PLACED IN
PROPOSED VAR. DEPTH ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE I19.0B,
C1
C3
C4
D1
D2
C2
AN AVERAGE RATE OF 456 LBS. PER SQ YARD.
PROPOSED APPROX. 4" ASPHALT CONCRETE BASE COURSE, TYPE B25.0B, AT
PAVEMENT SCHEDULE
A1

THAT ALLOWS THE MINIMUM SURFACE COURSE DEPTH.
4. MILL EXISTING ASPHALT PAVEMENT TO A DEPTH
NOTED.
3. PAVEMENT EDGE SLOPES ARE 1:1 UNLESS OTHERWISE
MINIMUM FULL DEPTH PAVEMENT.
2. SAWCUT EXISTING PAVEMENT TO PROVIDE 1’
1. SEE PLANS FOR EXISTING PAVEMENT LOCATIONS.
NOTES:
-Y4- STA 10+78.00 TO STA 11+13.43
-Y3- STA 11+27.00 TO STA 11+69.50
-Y2- STA 10+38.00 TO STA 11+62.00
-Y1- STA 10+74.00 TO STA 11+18.96
-Y8- 14+98.76 (END ROUNDABOUT) TO STA 15+77.00
-Y8- STA 13+20.00 TO STA 14+28.75 (BEGIN ROUNDABOUT)
-Y7- STA 10+80.00 TO STA 11+24.43
-Y6- STA 10+00.00 TO STA 10+84.00
-Y5- STA 10+19.27 TO STA 10+55.00
15’
13’
*
*
*
SEE PLANS FOR SPECIFIC DIMENSIONS
17.5’
-RBT- STADIUM DRIVE AND N. WINGATE STREET ROUNDABOUT
PLANS)
(SEE LANDSCAPE
LANDSCAPED ISLAND
POINT
GRADE
11"
R1 R1
T
T
SPLITTER ISLAND DETAIL
1’ R
1’ R
C
R
O
S
S
WA
L
K
1’ R
3’ R
55’ R
2’
5’
MEDIAN
6"
6"
4’
1.5’
(SEE PLANS)
CURB TYPE
6’
ISLAND
SPLITTER
2.5’2.5’
PROPOSED APPROX. 1.5" ASPHALT CONCRETE SURFACE COURSE TYPE S9.5B, AT
AND ASPHALT PAVEMENT
REMOVE EXISTING CONC
(PAVEMENT WITHOUT DOWELS)
PROPOSED 8" PORCELAIN CEMENT CONCRETE PAVEMENT
WITH TOPSOIL
SUBGRADE AND REPLACE
EXISTING PAVEMENT AND
CONTRACTOR TO REMOVE
PROPOSED APPROX. 2" ASPHALT CONCRETE SURFACE COURSE TYPE SF9.5A, AT
NOTE: BEGIN CONCRETE PAVEMENT REMOVAL STA 76+32.00 TO STA 82+15.00
-L- STA 74+00 +/-
NOT TO SCALE
AN AVERAGE RATE OF 110 LBS. PER SQ. YD. IN TWO LAYERS.
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REV. No.:REVISION:DATE:DRAWN BY:CHECKED BY:
PRELIMINARY PLANS
DO NOT USE FOR CONSTRUCTION
INCOMPLETE PLANS
DO NOT USE FOR RW ACQUISITION
Copyright Kimley-Horn and Associates, Inc., 2014
shall be without liability to Kimley-Horn and Associates, Inc.
reliance on this document without written authorization and adoption by Kimley-Horn and Associates, Inc.
intended only for the specific purpose and client for which it was prepared. Reuse of and improper
This document, together with the concepts and designs presented herein, as an instrument of service, is
PE NO. F-0102
PREPARED IN THE OFFICE OF:
P.O. BOX 33068 - RALEIGH, NORTH CAROLINA 27636-3068
PHONE: [phone] FAX: [phone]
PROJECT:
SHEET NUMBER:JOB NUMBER:
011311030
STADIUM DRIVE - COMPLETE STREETS
U-5515
10’ TRANSITION
GUTTER
CURB &
2’-6"
CURB TRANSITION DETAIL
0.02
2’
0.02
2’
T
GRADE TO THIS LINE
T
2:1 2:
1
GROUND
EXISTING GROUND
EXISTING
FOR WIDTH
SEE PLANS
DRIVEWAY DETAIL A
6" ABC
2
:1 2:1
SEE NOTES
30" VALLEY CURB
TIE TO EXISTING
2’-6" CURB & GUTTER
2-G
CURB CUT WHEELCHAIR RAMP (TOWN)
DETAIL SHOWING TYPICAL MULTI-USE PATH
(PLAN VIEW)
"CURB RAMPS (MUP)."
FOR AT THE CONTRACT UNIT PRICE PER EACH
CONCRETE CURB CUT WHEELCHAIR RAMPS WILL BE PAID
CURB AND RAMP
TRANSITION TAPER FOR
SCORED CONTRACTION JOINT
EXPANSION JOINT
ASPHALT PATH
MULTI-USE
RAMP
WHEELCHAIR
CONC.
CONCRETETRANSITION
3’ CURB
8’ DROP CURB
TRANSITION
3’ CURB CONCRETE
EXPANSION JOINT
#848.05 (WHEELCHAIR RAMP) APPLY.
ALL REQUIREMENTS OF NCDOT STANDARD DRAWING
CONSTRUCTION DETAILS NOT TO SCALE
DRIVEWAY DETAIL B
SEE PLANS
8’
(CROSS PIPE)
STORM DRAIN
(ABOVE FLOW LINE)
CORED HOLE
TO STORM SEWER
6" UNDER DRAIN EXTENSION
GROUT
GROUT
STORM SEWER
EXTENSION TO
6" UNDER DRAIN
STRUCTURE TIE-IN
CROSS PIPE TIE-IN
MEDIAN UNDERDRAIN DETAIL
E
X
I
S
T

T
R
E
E
SIDEWALK
4" CONC
BACKFILL
DO NOT COMPACT SOIL
WITH #57 STONE (DEPTH VARIES)
SURROUND/PROTECT ROOTS
TO AVOID DAMAGE TO EXIST ROOTS
PLACE WASHED STONE CAREFULLY
*
*
PVC SCHEDULE 40 WITH A MINIMUM COVER OF 1’ BELOW BASE
** ANY UNDERDRAIN PASSING UNDER ROADWAY WILL NEED TO BE
NOTE: COORDINATE UNDERDRAIN LOCATION WITH LANDSCAPE DESIGN
USED AT WHISTLING SWAN DRIVE -Y3-
DRIVEWAY
CONCRETE
WIDTH
DRIVEWAY
EXIST
6" CONCRETE DRIVEWAY
10’ ASPHALT MUP
4" CONC SIDEWALK OR
WIDTH (SEE PLANS)
PROPOSED DRIVEWAY
10’ ASPHALT MUP
4" CONC SIDEWALK OR
TO CURB AND GUTTER
TIE PROPOSED WHEELCHAIR RAMP
UNLESS OTHERWISE SPECIFIED BY TOWN
IN CONJUNCTION WITH THE MULTI-USE PATH
*NOTE: TRUNCATED DOMES ARE TO BE YELLOW
BASE COURSE TO 8".
4. FOR DRIVEWAYS STEEPER THAN 7% INCREASE AGGREGATE
BASE COURSE
REINFORCED WITH WOVEN WIRE MESH ON 6" AGGREGATE
3. FOR CONCRETE DRIVEWAYS, USE 6" JOINTED CONCRETE
2. FOR GRAVEL DRIVEWAYS, USE 6" AGGREGATE BASE COURSE
AGGREGATE BASE COURSE
1. FOR EXISTING ASPHALT DRIVEWAYS, USE 2" SF9.5A ON 6"
NOTES:
6’ LENGTH
PRECASE CONCRETE WHEEL STOP
WHEEL STOP
1/2" BELOW SURFACE OF
#5 10" LONG REBAR DRIVEN TO
DO NOT CRACK CONCRETE
DRILL (2) 3/4" DIAMETER HOLES
LOCATION
VARIES PER
CONCRETE WHEEL STOP
2
" C
L
E
AR
MIN
.
8
" MIN
.
1/2"OFFSET, TYP.
ANGLED NOSING
#4 BARS @ 12" O.C.
# 4 BARS @ 12" (TYP.)
#4 BARS @ 12" O.C.
@ 12" O.C. (TYP.)
# 4 BARS
(2) #4 BARS CONTINUOUS
# 4 CORNER BARS IN NOSING (TYP.)
1/4" TREAD PITCH (TYP.)
1. ALL CONCRETE TO BE 4,000 PSI @28 DAYS.
NOTES:
CONCRETE CHEEK WALL, SEE DETAIL
1/4" WASH
BROOM FINISH TREAD
EXPANSION JOINT @ STAIR
BOTTOM OF STAIR EL. (SEE PLAN)
EL. (SEE PLAN)
TOP OF STAIR
GROUT
SECURLEY WITH
AND FASTEN POST
DRILL CHEEK WALL
RAILING POST-CORE
GROUT
POST SECURLEY WITH
CHEEK WALL AND FASTEN
RAILING POST-CORE DRILL
EXPANSION JOINT, TYP.
AT NOSING
4 TROWLED GROOVES
NOSING 1/2" R
12" TREAD (TYP)
CONCRETE TRAIL
3"
6" RISER
1’-2"
1’-2"
2’-0" (MIN.)
6"
6
"M
IN
.
6
8
’-7

3
/
4

T
H
CONCRETE STAIRS
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REV. No.:REVISION:DATE:DRAWN BY:CHECKED BY:
Copyright Kimley-Horn and Associates, Inc., 2014
shall be without liability to Kimley-Horn and Associates, Inc.
reliance on this document without written authorization and adoption by Kimley-Horn and Associates, Inc.
intended only for the specific purpose and client for which it was prepared. Reuse of and improper
This document, together with the concepts and designs presented herein, as an instrument of service, is
PRELIMINARY PLANS
DO NOT USE FOR CONSTRUCTION
INCOMPLETE PLANS
DO NOT USE FOR RW ACQUISITION
PE NO. F-0102
PREPARED IN THE OFFICE OF:
P.O. BOX 33068 - RALEIGH, NORTH CAROLINA 27636-3068
PHONE: [phone] FAX: [phone]
PROJECT:
SHEET NUMBER:JOB NUMBER:
011311030
STADIUM DRIVE - COMPLETE STREETS
U-5515
2-H
CONSTRUCTION DETAILS NOT TO SCALE
10’-0"
8’-0"
SURFACE"
"CROSSWALK DETECTABLE
AREA INCIDENTAL TO
CONCRETE WITHIN WALKING
(SEE PLANS)
CONCRETE ISLAND (KEYED IN)
ISLAND NOSES 5" MONOLITHIC
CONSTRUCT ALL CONCRETE
ON SIDES
5:1 SLOPE
CURB RAMP
PAID FOR AS
L
and
ing
3
S
id
ew
a
lk
3
1 212
TRANSITION TO STREET.
PORTION OF RAMP OR
EXCEED 2% ON ANY
CROSS SLOPE NOT TO
S
IDEWALK
GRASS
STR
IP
RAMP
W
IDTH
4
’ M
IN
LAND
ING
1
2
3
CROSS SLOPE: 2.00%
8.33% (12:1) MAX RAMP SLOPE
NOTE: USE SMALL FLARES ONLY WHEN A CURB
TYPE DIRECTLY CONFLICTS WITH
APPROACHING VEHICULAR TURNING
12" MIN WIDTH
24" TYP WIDTH
8"W X 6"D TYP.
5’ MAX.
MOVEMENTS.
PAY LIMITS FOR CURB RAMP
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’-0") MINIMUM LANDING
22
1
2
3
CROSS SLOPE: 2.00%
8.33% (12:1) MAX RAMP SLOPE
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’-0") MINIMUM LANDING
PAY LIMITS FOR CURB RAMP
PAY LIMITS FOR CURB RAMP
(MEDIANS 20’)<
PAY LIMITS FOR CURB RAMP
PAY LIMITS FOR CURB RAMP1
2
3
CROSS SLOPE: 2.00%
8.33% (12:1) MAX RAMP SLOPE
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’-0") MINIMUM LANDING
1
LANDING
RAMP / FLARE
4"
6"
1
2
3
CROSS SLOPE: 2.00%
8.33% (12:1) MAX RAMP SLOPE
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’-0") MINIMUM LANDING
PAY LIMITS FOR CURB RAMP
LANDING
RAMP / FLARE
4"
6"
LANDING
RAMP / FLARE
4"
6"
LANDING
RAMP / FLARE
4"
6"
LANDING
RAMP / FLARE
4"
6"
1
2
3
CROSS SLOPE: 2.00%
8.33% (12:1) MAX RAMP SLOPE
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’-0") MINIMUM LANDING
CROSSING (NO VERGE)
DETAIL CR-2: DIRECTIONAL
CROSSING (WITH VERGE)
DETAIL CR-1: DIRECTIONAL
DETAIL CR-5: PARALLEL CROSSING
AT INTERSECTION (NO VERGE)
DETAIL CR-6: SHARED LANDING
(WITH VERGE)
DETAIL CR-4: MID-BLOCK CROSSING
POND WITHIN LANDING)
(USE ONLY WHERE WATER WILL NOT
LANDING
RAMP / FLARE
4"
6"
1
2
3
CROSS SLOPE: 2.00%
8.33% (12:1) MAX RAMP SLOPE
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’-0") MINIMUM LANDING
PAY LIMITS FOR CURB RAMP
(NO VERGE)
DETAIL CR-3: MID-BLOCK CROSSING
CROSSWALK DETECTABLE SURFACE
PEDESTRIAN REFUGE DETAIL
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’-0") MINIMUM LANDING
1
6"
4"SIDE RAMPS
LANDING & CURB RAMPS
PAY LIMITS FOR CURB RAMP
1
2
3
CROSS SLOPE: 2.00%
8.33% (12:1) MAX RAMP SLOPE
AT INTERSECTION (WITH VERGE)
DETAIL CR-7: CURB RAMPS
SIDEWALK
JOINT (TYP)
1/2" EXPANSION
JOINT (TYP)
1/2" EXPANSION
JOINT (TYP)
1/2" EXPANSION
JOINT (TYP)
1/2" EXPANSION
2’-6" CURB AND GUTTER
12" MIN.
24" TYP.
8"W X 6"D
AND GUTTER
2’-6" CURB
5’ MAX.
SURFACE
WARNING
DETECTABLE
4’ MIN.
LANDING WIDTH
6" x 12" CONCRETE CURB
2’-6" CURB & GUTTER
3
1
2
3
1
2
NON-WALK SURFACE
SURFACE (TYP)
DETECTABLE WARNING
2
JOINT (TYP)
1/2" EXPANSION
JOINT (TYP)
1/2" EXPANSION 3
1
3
3
10%
10%
10%10%
4’ MIN LANDING
CURB & GUTTER
DEPRESSED 2’-6"

SURFACE (TYP)
DETECTABLE WARNING
4’ MIN
RAMP WIDTH
BY FLARE SLOPE)
CURB REVEAL DETERMINED
(HEIGHT VARIES
CURB & GUTTER
DEPRESSED 2’-6"
SIDEWALK AREA
1
1
JOINT (TYP)
1/2" EXPANSION
JOINT (TYP)
1/2" EXPANSION
JOINT (TYP)
1/2" EXPANSION
4’ MIN. W IDTHRAMP SURFACE (TYP)
DETECTABLE WARNING
SIDEWALK
CURB & GUTTER
DEPRESSED 2’-6" 6" W X 12"D CONCRETE CURB
2
3
CONCRETE DEPTH
JOINT (TYP)
1/2" EXPANSION
JOINT (TYP)
1/2" EXPANSION
SURFACE
NON-W ALK
CONCRETE DEPTH
CONCRETE DEPTH
CONCRETE DEPTH
CONCRETE DEPTH
SIDEWALK
JOINT (TYP)
1/2" EXPANSION
JOINT (TYP)
1/2" EXPANSION
SURFACE
DETECTABLE WARNING
4’ MIN
LANDING WIDTH
6" x 12" CONCRETE CURB
2’-6" CURB AND GUTTER
2 NON-WALK SURFACE
1
1
2
2
1
3
1
2
SIDEWALK
CONCRETE DEPTH
JOINT (TYP)
1/2" EXPANSION
JOINT (TYP)
1/2" EXPANSION
SIDEWALK
SIDEWALK
2
1
3
2
11
8" TYP
10%10%
4’ MIN.
RAMP WIDTH
SURFACE (TYP)
DETECTABLE WARNING
CURB & GUTTER
DEPRESSED 2’-6"

BY FLARE SLOPE)
CURB REVEAL DETERMINED
(HEIGHT VARIES
CURB & GUTTER
DEPRESSED 2’-6"
SURFACENON-W ALKS
URF
AC
E
NO
N-
W
AL
K
12" MIN.
24" TYP.
CONCRETE DEPTH
6"W X 12"D CONCRETE CURB
6"W X 12"D CONCRETE CURB
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REV. No.:REVISION:DATE:DRAWN BY:CHECKED BY:
Copyright Kimley-Horn and Associates, Inc., 2014
shall be without liability to Kimley-Horn and Associates, Inc.
reliance on this document without written authorization and adoption by Kimley-Horn and Associates, Inc.
intended only for the specific purpose and client for which it was prepared. Reuse of and improper
This document, together with the concepts and designs presented herein, as an instrument of service, is
PROJECT:
SHEET NUMBER:JOB NUMBER:
PRELIMINARY PLANS
DO NOT USE FOR CONSTRUCTION
INCOMPLETE PLANS
DO NOT USE FOR RW ACQUISITION
PE NO. F-0102
PREPARED IN THE OFFICE OF:
P.O. BOX 33068 - RALEIGH, NORTH CAROLINA 27636-3068
PHONE: [phone] FAX: [phone] 011311030
STADIUM DRIVE - COMPLETE STREETS
U-5515
BUS STOP DETAIL WITH SHELTER BUS STOP DETAIL WITHOUT SHELTER
-L- STA 27+30.00 (RT)
-L- STA 36+35.00 (RT)
-L- STA 50+00.00 (RT)
-L- STA 67+70.00 (RT)
2-I
NOT TO SCALE
20’
CONSTRUCTION DETAILS
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REV. No.:REVISION:DATE:DRAWN BY:CHECKED BY:
Copyright Kimley-Horn and Associates, Inc., 2014
shall be without liability to Kimley-Horn and Associates, Inc.
reliance on this document without written authorization and adoption by Kimley-Horn and Associates, Inc.
intended only for the specific purpose and client for which it was prepared. Reuse of and improper
This document, together with the concepts and designs presented herein, as an instrument of service, is
NOT TO SCALE
PRELIMINARY PLANS
DO NOT USE FOR CONSTRUCTION
INCOMPLETE PLANS
DO NOT USE FOR RW ACQUISITION
PE NO. F-0102
PREPARED IN THE OFFICE OF:
P.O. BOX 33068 - RALEIGH, NORTH CAROLINA 27636-3068
PHONE: [phone] FAX: [phone]
PROJECT:
SHEET NUMBER:JOB NUMBER:
011311030
STADIUM DRIVE - COMPLETE STREETS
U-5515
2-J
CONSTRUCTION DETAILS
6
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REV. No.:REVISION:DATE:DRAWN BY:CHECKED BY:
PRELIMINARY PLANS
DO NOT USE FOR CONSTRUCTION
INCOMPLETE PLANS
DO NOT USE FOR RW ACQUISITION
Copyright Kimley-Horn and Associates, Inc., 2014
shall be without liability to Kimley-Horn and Associates, Inc.
reliance on this document without written authorization and adoption by Kimley-Horn and Associates, Inc.
intended only for the specific purpose and client for which it was prepared. Reuse of and improper
This document, together with the concepts and designs presented herein, as an instrument of service, is
NOT TO SCALE
PE NO. F-0102
PREPARED IN THE OFFICE OF:
P.O. BOX 33068 - RALEIGH, NORTH CAROLINA 27636-3068
PHONE: [phone] FAX: [phone]
PROJECT:
SHEET NUMBER:JOB NUMBER:
011311030
STADIUM DRIVE - COMPLETE STREETS
U-5515
2-K
CONSTRUCTION DETAILS
CEMETERY
v
v
v
v
15"R
C
P
8
14PT
6
6
6
8
6
6
6
6
6
6
6
6
6
6PT
14
12
12
12
12
10
8
8PT 16PT
12PT
12PT
6PT
8PT
8PT
6
66
6
6PT
6PT
8PT10QA
10QA
10JV 12JV
6JV
14PT
8JV
8JV 8JV8JV
8JV 10JV
10JV
10JV 10JV8JV 8JV 11JV 11JV 11JV 11JV
12 14PT
10QA
12QA
12QA
12QA
12QA
11JV 11JV 11JV 11JV
6
6
8
8
8
14 12
12
12 8
8IO
6JV
14QA
10QA
14LI
6
6
6
16PT
6
8
12PT
10PT
12PT
8
8
12
8
10
8
10 8
16PT
8PT
10108PT
14PT
8PT15PT
15PT
12PT
12PT
8PT
6
6
8
10PT
10PT
10PT
10
6PT
6PT
12PT
8PT
8PT
8PT
8PT
8PT
12PT
12PT
6
6
6
6
8PT
14PT
8
8
8
8
8
8
20PT8
8
8
12
6
6
12PT
8PT
8PT
12PT
16PT
8
18QA
16QA
12QA22QA
20QA
20QA
14QA
14QA20QA
12PT
12PT
6
10 12PT
OUT=336.12’
IN=336.17’
RIM=345.77’
SSMH
8"PVC
8
"P
V
C
8"DIP
OUT=342.69’
IN=346.89’
RIM=352.89’
SSMH
15"RCP
INV =335.09’
INV=335.37’
15"RCP
INV=341.54’
15"RCP
INV=360.74’
15"RCP
INV=357.83’
3
0"
R
C
P
INV=352.18’
FES
18"RCP
INV=337.22’
INV=333.16’
INV=364.03’
FES
15"CMP
PO ST
W ITN E SS
T T
T
2 S BK APTS
1 S F D
1 S BK D
1 S BK D
2 S F APTS
1 S F D
2 S F D
2 S F D
2 S F D
2 S F D
INV=359.93’
INV=350.20’
FES
8
"P
V
C
80-02
INV=370.75’
TOC=377.00’
CB-1
CB-1
90-02
91-06
91-04
91-03
CB-2
CB-8
INV=362.44’
TOC=369.29’
CB-2
UNKNOWN #
LP
LP
LP
91-01
EXISTING STORMDRAIN INFORMATION
G
R
A
V
E
L
W
O
O
D
CONCRETE
ASPHALT
ASPHALT
ASPHALT
CHAIN ROPE
WOOD
WOOD
CT
W
O
O
D
W
O
O
D
WOOD/VINYL
C
ON
C
R
E
T
E
GUY POLE
GUY POLE
PIN 1841057290
DB 12900, PG 728
BM 1986, PG 1869
PIN 1841055049
DB 15080, PG 1310
BM 1991, PG 30
PIN 1841056044
DB 15080, PG 1313
BM 1991, PG 30
PIN 1841051332
DB 1244, PG 333
P
I
N
1
8
4
1
0
5
9
1
1
1
D
B

8
5
3
7
,

P
G
1
9
9
8
B
M
1
9
9
9
,

P
G
2
5
PIN 1841059111
DB 8445, PG 1028
BM 1999, PG 25
PIN 1841058427
DB 10749, PG 1871
BM 2003, PG 941
PIN 1841056333
DB 12501, PG 2296
BM 2003 PG 941
PIN 1841055452
DB 13546, PG 417
BM 1986 PG 1624
PIN 1841052792
DB 4098, PG 892
BM 1986 PG 1624
PIN 1831957846
DB 1244, PG 333
P
IN

18
4
10
5
4
9
3
1
D
B

3
5
6
0
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13

B
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19
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16
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8
5
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7
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9
9
8
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M
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9
9
9
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P
G
2
5
PIN 1841054478
DB 4602, PG 946
BM 1986 PG 1624
PIN 184105461
DB 14556, PG 116
BM 1986 PG 1624
PIN 1841047736
DB 14297, PG 1312
50.17’
S5256’33"E
N 33 28’4"W8.00’
N/F
GEORGE R. WOOTEN JR.
N/F
MACKIE FAMILY, LLC
N/F
MACKIE FAMILY, LLC
N/F
SOUTHEASTERN BAPTIST
THEOLOGICAL SEMINARY, INC
N
/
F
M
E
O
L
D
Y
H
A
R
R
I
S
N/F
MEOLDY HARRIS
N/F
MARLOWE & MOYE, LLC
N/F
ANDY. D. GILLELAND
N/F
CHRISTOPHER J. &
LISA R. SIEMERS
N/F
STAFFORDSHIRE
HOA, INC.
N/F
SOUTHEASTERN BAPTIST
THEOLOGICAL SEMINARY, INC
N
/
F
S
T
A
F
F
O
R
D
S
H
IR
E
H
O
A
, IN
C
.
N/F
CARSON E. &
CONNIE ANN CHAVIS
N/F
JORDAN M. &
WENDY STEARNS
SEBTS
CEMETARY
STADIUM DRIVE
TOWN HOMES
N/F
NORTH FOREST
APARTMENT, LLC
STAFFORDSHIRE
1
2
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11
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PROJECT:
SHEET NUMBER:JOB NUMBER:
REV. No.:REVISION:DATE:DRAWN BY:CHECKED BY:
PRELIMINARY PLANS
DO NOT USE FOR CONSTRUCTION
INCOMPLETE PLANS
DO NOT USE FOR RW ACQUISITION
0
PE NO. F-0102
PREPARED IN THE OFFICE OF:
P.O. BOX 33068 - RALEIGH, NORTH CAROLINA 27636-3068
PHONE: [phone] FAX: [phone] 011311030Copyright Kimley-Horn and Associates, Inc., 2014
shall be without liability to Kimley-Horn and Associates, Inc.
reliance on this document without written authorization and adoption by Kimley-Horn and Associates, Inc.
intended only for the specific purpose and client for which it was prepared. Reuse of and improper
This document, together with the concepts and designs presented herein, as an instrument of service, is
4020
STADIUM DRIVE - COMPLETE STREETS
U-5515
1
2
CONSTRUCTION NOTES
SIDEWALK
TIE PROPOSED SIDEWALK TO EXISTING
TO EXISTING CURB & GUTTER
TIE PROPOSED 2’-6" CURB & GUTTER
3
4
RAMP (SEE SHEET 2-F)
CONSTRUCT MULTI-USE PATH CURB
(SEE SHEET 2-G)
CONSTRUCT CURB RAMP PER DETAIL CR-1
5 (SEE SHEET 2-G)
CONSTRUCT CURB RAMP PER DETAIL CR-2
6 (SEE SHEET 2-G)
CONSTRUCT CURB RAMP PER DETAIL CR-3
7 (SEE SHEET 2-G)
CONSTRUCT CURB RAMP PER DETAIL CR-4
8 (SEE SHEET 2-G)
CONSTRUCT CURB RAMP PER DETAIL CR-5
UNLESS OTHERWISE NOTED (APPLIES TO ALL SHEETS)
NOTE: RADII DIMENSIONS ARE TO THE EDGE OF PAVEMENT
SEE SHEET FOR -L- PROFILE
9 (SEE SHEET 2-G)
CONSTRUCT CURB RAMP PER DETAIL CR-6
SEE DETAIL SHEET 2-A
MILL AND RESURFACE LIMITS
10 (SEE SHEET 2-G)
CONSTRUCT CURB RAMP PER DETAIL CR-7
11 (SHEET 2-G)
SEE PEDESTRIAN REFUGE DETAILS
RETAIN
REMOVE CB
REMOVE
15" RCP
REMOVE
REMOVE
CB
CB
CB
CB
CB
18"RCP-IV
403
404
400
402
401
15" RCP - III
405
RETAIN
15" RCP-IV
15" RCP-IV
15" RCP-IV
18" RCP-IV
( Not to Scale)
SPECIAL LATERAL ’V’ DITCH
D
d
2:
1
Max. d=1 Ft.
Min. D=1 Ft.
Type of Liner= PSRM
Ground
Natural
2:1
Slope
Fill
FROM STA. 30+00 TO STA. 32+00 RT
DETAIL 1
FROM STA. 32+00 TO STA. 34+00 RT
( Not to Scale)
SPECIAL LATERAL ’V’ DITCH
2:
1 D
Min. D=1 Ft.
DETAIL 2
Ground
Natural
Slope
Fill2:1
SPECIAL LATERAL ’V’ DITCH
EST 115 SY PSRM
SEE DETAIL 2
SEE DETAIL 2
SPECIAL LATERAL ’V’ DITCH
CB
RETAIN
2GI
4
ROADWAY PLAN SHEET
DATUM DESCRIPTION
THE LOCALIZED COORDINATE SYSTEM DEVELOPED FOR THIS PROJECT
IS BASED ON THE STATE PLANE COORDINATES ESTABLISHED BY
NCGS FOR MONUMENT "FOREST"
WITH NAD 83/NA 2011 STATE PLANE GRID COORDINATES OF
NORTHING: 816316.78(ft) EASTING: 2139555.67(ft)
ELEVATION: (ft)
THE AVERAGE COMBINED GRID FACTOR USED ON THIS PROJECT
(GROUND TO GRID) IS: 0.999946374
THE N.C. LAMBERT GRID BEARING AND
LOCALIZED HORIZONTAL GROUND DISTANCE FROM
"FOREST" TO -L- STATION 24+00.00 IS

ALL LINEAR DIMENSIONS ARE LOCALIZED HORIZONTAL DISTANCES
VERTICAL DATUM USED IS NAVD 88
S 39 16’ 52" E 822.38’
10
N
A
D 83/N
A 2011
)
5

T
E
E
H
S

E
E
S
(

5
2
+
4
3
A
T
S

-
L
-

E
N
I
L
H
C
T
A
M
16SEE SHEET FOR -Y2- PROFILE
-Y1- POT Sta. 10+00.00
PI Sta 24+23.58
L = 684.43’
T = 392.31’
R = 560.00’
PI Sta 30+65.90
L = 210.40’
T = 105.59’
R = 1,000.00’
-Y2- POT Sta. 10+00.00
-L- PT Sta. 27+15.70
-Y2- POT Sta. 10+38.00
BEGIN CONSTRUCTION
OLD STADIUM DR
-Y1-
G
LEN
C
O
E
D
R
-
Y2
-
-L- PC Sta. 29+60.31
-L- PT Sta. 31+70.71
= 109 53’ 33"
-Y2- POT Sta. 11+62.00
-L- POC Sta. 25+88.45 =
= 88 17’ 12"
-Y2- POT Sta. 11+07.22
-Y1- POT Sta. 11+47.00 =
-L-
24’ DR 14’ DR
16’ DR
16’ DR
16’ DR
16’ DR16’ DR
2’-6" C&G
2’-6" C&G
2’-6" C&G
2’-6" C&G
11’
14’
14’
19.5’
19.5’
19.5’
19.5’
14’
14’
11’
45’ R
40’ R
2
2
’
R
20’ R
20’ R
2’ R
2’ R
1
2
1
2
4
1
R=100’
11
3
1
4
REMOVE EXIST SIDEWALK
4’ FROM PROPOSED BACK OF CURB
PROPOSED 5’ CONC SIDEWALK
BACK OF CURB
4’ FROM PROPOSED
PROPOSED 10’ MUP
4’ FROM PROPOSED BACK OF CURB
PROPOSED 5’ CONC SIDEWALK
2
5
+
0
0
3
0
+
0
0
R
E
T
AIN

C
U
R
B
4’ FROM PROPOSED BACK OF CURB
BEGIN PROPOSED 5’ CONC SIDEWALK
10:1 SIDEWALK TAPER
RETAIN C&G
12’
12’
12’16.5’
19.5’
STADIUM DR (SR 1930)
-L-
STADIUM DR (SR 1930)-L-
-Y1- POT Sta. 10+74.00
BEGIN CONSTRUCTION
2’ PS8:1
-L- Sta. 25+17.00
BEGIN 2’-6" C&G
R=100’
FENCE
RETAIN
-L- Sta. 26+30.00
BEGIN PROPOSED 10’ MUP
SE = EXIST SE = EXIST
4’ R
4’ RE
X
I
S
T
E
X
I
S
T
E
X
I
S
T
E
X
I
S
T
MUP TO MATCH PROP GRADE
REMOVE AND REPLACE
TO STA 26+72.00
-L- STA 26+42.00
MONOLITHIC ISLAND
INSTALL 5" CONCRETE
CR CR
CR
CR
13.5’13.5’
10
.5
’
10
.5
’
10
CONC CONC
CONC
CONC
CONC
POLE
RETAIN LIGHT
(SEE DETAIL SHEET 2-I)
3000 PSI CONC BUS PAD WITH BENCH
25’
GRAVEL
R=100’R=100’
BACK OF CURB
ON PROPOSED
PROPOSED 10’ MUP
BACK OF CURB
4’ FROM PROPOSED
PROPOSED 10’ MUP
MONOLITHIC ISLAND
ISLAND AND INSTALL 5" CONCRETE
REMOVE EXISTING CONCRETE
2
0’
17.2
4’
8:1
20’ R
2’-6" C&G
20’ R
-L- STA 24+56.00
BEGIN 2’-6" C&G
-L- Sta. 24+30.00
BEGIN CONSTRUCTION
BEGIN TIP PROJECT U-5515
-Y1- STA 10+82.00
END 2’-6" C&G
SEE SHEET 2-X FOR DETAIL
PROPOSED DECORATIVE WALL
SEE LANDSCAPE PLANS
PROPOSED GATEWAY FEATURE
F
F
F
F
F
F
F
C C F F F
C C
C
C
F
F
F
F F
F
F
F
F
C
C
F
F
F
F
F
v
v
S
18 "RC P
15"RCP
15"RCP
15"RCP18"RCP
INV=299.01’
FES
24"RCP
18"R
C
P
8PT
8PT
8PT
16PT
16PT
16LI
6PT
24 2412 10 10 10
10
10
10
14PT
14PT
14PT
14PT
14PT
16MG 16MG 11JV11JV
11JV
11JV
11JV
11JV
8PT
16PT
14
14PT
10
10
16PT
8PT
10PT
8PT
16PT 8PT
8PT 12PT
12PT
14PT
12PT
12PT
6PT
16PT 12PT
10PT
8PT
12PT
10PT
8PT
8PT 8PT
8PT
10PT
10PT
10PT
10PT
12PT
6PT
6PT
6PT
10PT6PT
6PT
10PT10PT
26PT
12
12
16LI
16LI 16LI
16LI
8 6
6
6 10
10
30QA 20QA
14LI
10
14
10 14
10
24PT
24 16LI16LI
4
"
P
V
C
8"D
IP
8"DIP
OUT=308.38’
IN=308.43’
RIM=316.53’
SSMH
8"DIP
4
"
P
V
C
8"DIP
1
5
"
R
C
P
6 "P V C
OUT=309.99’
IN(SW)=310.24’
IN(NW)=310.04’
RIM=322.64’
SSMH
6"P
V
C
24"RCP
18
"R
C
P
15
"R
C
P
12
"R
C
P
15"RCP
15"RCP
INV=335.09’INV=333.38’
8
"D
IP
T
T T
T
2 S BR APTS
2 S BR APTS
1 S F D2 S BK APTS
1 S F D
1 S F D
2 S F D
2 S F D
2 S F APTS
2 S F APTS
2 S F APTS
1
S
F
D
STADIUM DRIVE
W
H
IS
T
IN
G

S
W
A
N

D
R
IV
E
8
"P
V
C
T
91-02 01-04
01-03
02-07
02-05
02-03
02-02
13-11
OUT=333.37’
IN=333.47’
TOC=337.32’
CB 3
OUT=331.73’
IN=332.03’
TOC=336.83’
CB-6
OUT=340.58’
RIM=344.48’
CB-8
CB-3 CB-5
CB-6CB-7
OUT=326.85’
IN=328.50’
TOC=333.20’
CB-5
OUT=332.46’
TOC=336.96’
CB-7
OUT=332.81’
IN=332.96’
RIM=335.86’
DI-4
DI-4
OUT=302.98’
IN(NW)=303.73’
IN(SW)=304.93’
TOC=309.53’
CB-11
OUT=312.76’
RIM=320.56’
CB-12
OUT=310.58’
IN=311.18’
TOC=317.88’
CB-9
CB-9
CB-12
CB-11
OUT=286.54’
IN=286.80’
TOC=292.55’
CB-14
CB-13
CB-16
CB-15
CB-14
OUT=294.07’
IN(NW)=295.47’
IN(SE)=294.12’
TOC=301.22’
CB-13
INV=288.82’
TOC=292.47’
CB-15
INV=NOT ACCESSABLE
TOC=301.20’
CB-16
CB-10
OUT=318.93’
IN=320.88’
RIM=328.58’
CB-10
OUT=291.55’
IN=291.65’
RIM=302.65’
JB-20
LP
02-03
13-10
OUT=328.93’
IN(NW)=328.98’
IN(SW)=329.33’
RIM=336.68’
SSMH
OUT=314.68’
IN(SE)=314.91’
IN(NE)=315.41’
RIM=324.26’
SSMH
OUT=301.44’
IN=301.49’
RIM=309.84’
SSMH
OUT=293.30’
IN=294.30’
RIM=301.50’
SSMH
OUT=285.57’
IN=286.67’
RIM=295.22’
SSMH
EXISTING STORMDRAIN INFORMATION
OUT=330.50’
IN=330.61’
TOP=332.67’
WOOD/VINYL
VINYL FENCE
C
H
A
IN

L
I
N
K

F
E
N
C
E
C
O
N
C
R
E
T
E
W
O
O
D
1
5
"R
C
P
24"R
C
P
15
"R
C
P24"RCP
U/G JB
18"RCP
DI
DI
CB
15
"R
C
P
10"
C
MP
15
"R
C
P
APPROX 148’ OF 15" RCP
TOP OF PIPE EXPOSED
PIN 1841047736
DB 14297, PG 1312
PIN 1841047736
DB 14297, PG 1312
PIN 1841140723
DB 12902, PG 2738
PIN 184144323
DB 15124, PG 1656
BM 2008, PG 315
PIN 1841145217
DB 12241, PG 682
PIN 1841241584
DB 7416, PG 381
BM 2001, PG 1111
PIN 1841159424
DB 9959, PG 765
PIN 1841141899
DB 4215, PG 94
PIN 1841152010
DB 12772, PG 1619
BM 1999, PG 25
PIN 1841140937
DB 15448, PG 2603
BM 1999, PG 25
PIN 1841150081
DB 12071, PG 2259
PIN 1841059076
DB 12851, PG 2604
BM 1999, PG 25
P
IN

18
4
114
7
3
9
5
D
B

2
8
9
4
, P
G

3
6
8
P
IN

18
4
10
5
9
111
D
B

8
5
3
7
,

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19
9
8
B
M

19
9
9
,

P
G

2
5
15
6
.
2
0
’
N
3
5
3
8
’
14
"
E
123.53’
N5246’34"W
3
5
.
8
8
’
N
3
7
13
’
2
5
"
E
3
5
.
8
8
’
N
3
7
13
’
2
5
"
E
19
3
.
3
7
’
N
2
9
2
8
’
14
"
E
96.79’
S5246’35"E
99.84’
S5247’56"E
99.89’
S5246’24"E
2
0
3
.
8
4
’
S
2
1
6
’
3
2
"
W
2
0
3
.
9
1’
N
2
1
4
’
5
8
"
E
86.29’
S5234’57"E
49.41’
S5157’0"E
49.76’
S5124’1"E
49.00’
S5026’29"E
49.17’
S4848’46"E
48.54’
S4727’54"E
49.27’
S4543’9"E
48
.89’
S4353’51"E
49
.08
’
S42 27
’21"E 49
.0
6
’
S413
’5
"E
7
3
.5
3
’
S
3
9
5
0
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9
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2
6
4
.4
1’
N
5
0
16
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9
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2
5
9
.
13
’
S
4
3
2
5
’5
6
"W
19
8
.8
1
’
N
3
9
3
0
’2
"W
55
.46
’
N42 42
’10"W
50
.58
’
N4334’1"W
50.93’
N4519’51"W
50.83’
N46 57’9"W
101.09’
N4845’39"W
99.20’
N5144’34"W
2
2
3.
2
5
’
S
1
6
3
4
’
3
"
W
112.26’
N5240’50"W
S4325’56"W
10.11’11.53’
S
1
9
3
’
2
5
"
W
3
3
1.
0
3
’
(
T
O
T
A
L
)
15
7
.
11’
S
3
5
4
2
’
18
"
W
N5220’55"W 104.69’
6.16’
6.09’
S
3
8
5
2
’5
9
"E
14
3
.
8
6
’
N
5
0
16
’3
4
"E
2
3
0
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2
2
5
.7
3
’
3.99’
6
2
.
6
1’
N
3
8
5
’18
"W
C26
C27
C28
S5349’24"E
95.57’
67.03’
S5244’10"E EXIST R/W
EXIST R/W
E
X
IS
T

R
/W
E
X
IS
T

R
/W
N/F
NORTH FOREST
APARTMENT, LLC
N/F
NORTH FOREST
APARTMENT, LLC
N/F
GEORGE J. AUSTIN
N/F
DAVID & ELLEN I. YOUNG
N/F
ERIC & KERI RUSH
N/F
SOUTHEASTERN BAPTIST
THEOLOGICAL SEMINARY, INC
N/F
CITADEL PINE FOREST
MEMORIAL GARDENS, LLC
N/F
DWAYNE D. ROSS
N/F
JAMES M. & CHRISTINA
R. LYERLY JR.
N/F
WILLIAM M. &
JILL G. MABE
N/F
NICOLE M. CEBULA
N/F
GEORGE J. AUSTIN
M
E
O
L
D
Y

H
A
R
R
IS
N
/
F
P
H
Y
L
L
IS

K
A
Y

P
L
E
A
S
A
N
T
SN
/
F
M
E
O
L
D
Y

H
A
R
R
IS
SWANS COVE
NORTH FOREST
APARTMENTS
PINE FOREST
MEMORIAL
GARDENS
10
1312
14
15
17
10
18
19
20
21
22
16
6
/
16
/
2
0
14
K
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R
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\
0
113
110
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0

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5
15
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PROJECT:
SHEET NUMBER:JOB NUMBER:
REV. No.:REVISION:DATE:DRAWN BY:CHECKED BY:
PRELIMINARY PLANS
DO NOT USE FOR CONSTRUCTION
INCOMPLETE PLANS
DO NOT USE FOR RW ACQUISITION
0
PE NO. F-0102
PREPARED IN THE OFFICE OF:
P.O. BOX 33068 - RALEIGH, NORTH CAROLINA 27636-3068
PHONE: [phone] FAX: [phone] 011311030Copyright Kimley-Horn and Associates, Inc., 2014
shall be without liability to Kimley-Horn and Associates, Inc.
reliance on this document without written authorization and adoption by Kimley-Horn and Associates, Inc.
intended only for the specific purpose and client for which it was prepared. Reuse of and improper
This document, together with the concepts and designs presented herein, as an instrument of service, is
4020
STADIUM DRIVE - COMPLETE STREETS
U-5515
1
2
CONSTRUCTION NOTES
SIDEWALK
TIE PROPOSED SIDEWALK TO EXISTING
TO EXISTING CURB & GUTTER
TIE PROPOSED 2’-6" CURB & GUTTER
3
4
RAMP (SEE SHEET 2-F)
CONSTRUCT MULTI-USE PATH CURB
(SEE SHEET 2-G)
CONSTRUCT CURB RAMP PER DETAIL CR-1
5 (SEE SHEET 2-G)
CONSTRUCT CURB RAMP PER DETAIL CR-2
6 (SEE SHEET 2-G)
CONSTRUCT CURB RAMP PER DETAIL CR-3
7 (SEE SHEET 2-G)
CONSTRUCT CURB RAMP PER DETAIL CR-4
8 (SEE SHEET 2-G)
CONSTRUCT CURB RAMP PER DETAIL CR-5
9 (SEE SHEET 2-G)
CONSTRUCT CURB RAMP PER DETAIL CR-6
10 (SEE SHEET 2-G)
CONSTRUCT CURB RAMP PER DETAIL CR-7
11 (SHEET 2-G)
SEE PEDESTRIAN REFUGE DETAILS
RETAIN CB
18" RCPRETAIN
15" RCPRETAIN
ADJUST CB
RETAIN 15" RCP
R E TA
IN
24" RCP
RETAIN
R
E
T
A
INR
E
T
A
IN
RETAIN 18" RCP
R
E
T
A
IN
R
E
T
A
I
N
24" RCP
RETAIN
CB
CB
CB
CB
CB
CB
CB
CB
CB
TO JB W/ MH
CONVERT CB
RETAIN 24" RCP
ADJUST CBADJUST CB
ADJUST CB
15" RCP-III
501
503
505
517
502 504
507
509
510
511
512
513
514
515
516
518
519
520
508
500
REMOVE 24" RCP
REPLACE CB
REMOVE AND
TIE TO EXISTING SYSTEM
ADJUST CB
CONTRACTOR TO VERIFY INVERTS
TBJB w/MH COVER
520
18" RCP-IV
15" RCP-IV
15" RCP - IV
15" RCP - IV
15" RCP-IV
15" RCP - IV
15" RCP-IV
15" RCP - III
15" RCP-III
15" RCP - III
18" RCP-III
RCP-IV
18"
JB W/ MANHOLE
CONVERT CB TO
FROM STA. 43+65 TO STA. 44+50 RT
( Not to Scale)
SPECIAL LATERAL ’V’ DITCH
2:
1 D
Min. D=1 Ft.
DETAIL 2
Ground
Natural
Slope
Fill2:1
CB
ADJUST
RETAIN 24" RCP
CONVERT TO TBJB w/MH
TBJB w/ MH COVER
PIPE SECTION
CONTRACTOR TO REPLACE
2GI
CONSTRUCTION
CARE TO AVOID TREE ROOTS DURING
SPECIAL CONTRACTOR TO TAKE
ROADWAY PLAN SHEET
5
11
N
A
D 83/N
A 2011
)
4

T
E
E
H
S

E
E
S
(

5
2
+
4
3

A
T
S

-
L
-

E
N
I
L
H
C
T
A
M
)
6

T
E
E
H
S

E
E
S(

0
5
+
5
4
A
T
S

-L
-

ENIL
HC
TAM
UNLESS OTHERWISE NOTED (APPLIES TO ALL SHEETS)
NOTE: RADII DIMENSIONS ARE TO THE EDGE OF PAVEMENT
SEE SHEET FOR -L- PROFILE
SEE DETAIL SHEET 2-A
MILL AND RESURFACE LIMITS
12 MEANDER MUP OR SIDEWALK AROUND POLE
-Y3- PC Sta. 10+00.00
-Y3- PT Sta. 10+91.66
PI Sta 10+46.35
L = 91.66’
T = 46.35’
R = 250.00’
PI Sta 41+53.72
L = 544.09’
T = 273.58’
R = 2,100.00’
-L- PC Sta. 38+80.14
-L- PT Sta. 44+24.23
-Y3- POT Sta. 11+27.00
BEGIN CONSTRUCTION
= 90 00’ 00"
-Y3- POT Sta. 11+89.00
-L- POT Sta. 36+99.50 =
-
Y
3
-
R
D

N
A
W
S

G
N
I
L
T
S
I
H
W
-L--3Y-
16’ DR 16’ DR 16’ DR 16’ DR
16
’ DR
16
’ DR
16
’ D
R
2’-6" C&G
2’-6" C&G
2
’
-6"
C&G
2
’-6
" C
&
G
19.5’
19.5’14’
14’
11’
14
’
14
’
11’
19.
5
’
1
9.
5
’
35’
R
35’ R
35’ R 35’ R 3
5’
R 35’ R
25’ R
15
’ R
15
’ R
16’ DR
1 1
121
2
R=50’
1
33
10 4
5
5
4
3
3
PROPOSED BACK OF CURB
PROPOSED 10’ MUP ON
4’ FROM PROPOSED BACK OF CURB
PROPOSED 5’ CONC SIDEWALK
BACK OF CURB
4’ FROM PROPOSED
PROPOSED 10’ MUP
TREE
RETAIN
3
5
+
0
0
4
0
+
0
0
4
5
+
0
0
1 2
R
=
2
5
’
R
=
2
5
’
R
=
5
0
’
SIDEWALK
REMOVE EXISTING
4’ FROM PROPOSED BACK OF CURB
PROPOSED 5’ CONC SIDEWALK
ON PROPOSED BACK OF CURB
PROPOSED 6’ CONC SIDEWALK
ON PROPOSED BACK OF CURB
PROPOSED 6’ CONC SIDEWALK
TREE
RETAIN
R=50’
R=50’
4
4’ FROM PROPOSED BACK OF CURB
PROPOSED 5’ CONC SIDEWALK
R=50’
STADIUM DR (SR 1930)
-L-
SE = EXIST SE = EXIST
SIDEWALK
REMOVE EXIST
CONCRETE BAND
KEY-IN AT EXIST
MILL NOTCH TO
AND WALL
LANDSCAPING
RETAIN
SIDEWALK
REMOVE EXIST
E
X
I
S
T
E
X
I
S
T
E
X
IS
T
E
XIS
T
POLE
EXIST
RETAIN
CRCR
CR
CR
CR
CR
11’11’
CONC
CONC
C
O
N
C
FENCE
RETAIN VINYL
COVE SIGN
RETAIN SWANS
4’ FROM PROPOSED BACK OF CURB
PROPOSED 5’ CONC SIDEWALK
50’ R
50’ R
VINYL FENCE IN PLACE
REMOVE AND RESET
3
CR
2’-6" C&G
GRAVEL
GRAVEL
ASPHALT
3
0’
R
-L- STA 36+18.00
-L- STA 35+63.00 TO
BACK OF MUP FROM
VINYL FENCE ALONG
REMOVE AND RESET
BRICK WALL
RETAIN
2-I)
(SEE DETAIL SHEET
AND RETAINING WALL
PAD WITH BENCH
3000 PSI CONC BUS
EXPANSION JOINT
TO EXISTING
TIE DRIVEWAY
R=50’
R=50’
R=50’
RETAIN POLE
12
PROPOSED BACK OF CURB
PROPOSED 10’ MUP 13.5’ FROM
PROPOSED BACK OF CURB
PROPOSED 10’ MUP 13.5’ FROM
F
F
F F
F F F
F F
F
F
F
F
F
F
F
F
F
F
C
F
F
F
F
F
F
C
C
C
CC
CCCF
F
C
v
RIP RAP
RIP RAP
INV=286.40’
FES
10
10
12
30QA
14PT 12PT
8PT
18 1 0
24
10
13
13
8 8
20PT
8
10
12 12
18PT
12
12
16
16
8
8
12
12
18
14
12
12
20QA
8
10
36
24
21PT
18
32QA
8
16PT 14
32 16
24
12LS
6LS
12LS12LS
12
12
8LS
8LS
66
10
10
101010
68
14
8
10106
6
66
8
12
12
10
8
12PT12PT
6
1 0
12PT
17PT
10PT
8
8PT
8PT
12
8"
DI
P
8"DIP
OUT=270.95’
IN(NW)=271.00’
IN(SW)=271.35’
RIM=278.70’
SSMH
8"DIP
18"RCP
INV=270.28’
18"RCP36"RCP
36"RCP
SS
36"RCP
36"RCP
3
6
"R
C
P
8"DIP
8"DIP
INV=272.89’
STADIUM DRIVE
MC
D
O
WE
L
L

DR
IV
E
M
C
D
O
W
E
L
L

D
R
IV
E
10 5
1 0 6
INV=257.55’
FES
OUT=261.15’
IN=261.79’
RIM=271.90’
SSMH
INV=270.34’
FES
13-08
13-07
13-02
23-02
24-02
24-03
34-10
CL INV=276.98’
TOC=281.53’
CB-17
CB-17
OUT=270.29’
IN=270.38’
TOC=376.50’
CB-23
CB-23
OUT=258.42’
IN=(NW)=266.22’
IN(SE)=268.57’
TOC=272.22’
CB-24
OUT=268.58’
IN=268.68’
TOC=272.13’
CB-25
OUT=268.61’
TOC=272.14’
CB-26
CB-26CB-25CB-24DI-18
OUT=275.70’
RIM=280.05’
DI-18
ACCESSABLE
INV=NOT
RIM=277.55’
DI-19
JB-21 JB-22
OUT=273.61’
IN=273.91’
RIM=279.61’
21JB-
OUT=272.18’
IN=273.08’
RIM=278.43’
22JB-
RIP RAP
13-03
LP
UNKNOWN #
UNKNOWN #
UNKNOWN #
OUT=285.76’
IN=285.83’
RIM=291.48’
SSMH
8"
C
L
AY
8
"D
IP
OUT=264.32’
IN=264.39’
RIM=273.07’
SSMH
OUT=257.03’
IN=257.19’
RIM=268.98’
SSMH
EXISTING STORMDRAIN INFORMATION
OUT=251.23’
IN=254.23’
RIM=274.23’
SSMH
OUT=252.58’
IN(N)=252.87’
IN(NW)=255.17’
RIM=272.82’
SSMH
8
"C
L
A
Y
OUT=257.00’
IN=257.29’
RIM=264.19’
SSMH
8"DIP
1
8
"
DI
P
18"DIP
15"RCP
CONCRETE CONCRETE
1
8
"
DI
P
2
4
"
DI
P
2@48" RCP
4
2
" R
C
P
v
v
ROCK STEP POOL
EXISTING
18"RCP
18"
R
C
P
DI-19
PIN 1841049087
DB 1244, PG 333
PIN 1841332919
DB 13625, PG1724
BM 2010, PG 820
PIN 1841229786
DB 1244, PG 333
BM 2008, PG 889-890
CONSERVATION EASEMENT
BM 2006, PG 1282
PIN 1841241584
DB 7416, PG 381
BM 1998, PG 2028
PIN 1841147395
DB 2894, PG 368
PIN 1841148294
DB 05-E, PG 240
PIN 1841145217
DB 12241, PG 682
430.93’
N7032’34"W
55.00’
N3838’5"W
316.25’
N4313’49"W
3
9
.
0
5
’
N
4
1
3
0
’
15
"
E
9
4
.
8
7
’
S
3
8
3
’
2
8
"
W
83.72’
S4740’10"E
16.25’
N340’18"W
334.21’
N3755’43"W
2
5
9
.
5
5
’
N
4
3
2
5
’
5
6
"
E
19.81’
N5117’40"W
59.47’
N5729’10"W
50.07’
N5953’10"W
17.29’
N6618’10"W
133.49’
N6618’10"W
80.68’
S640’35"E
3
0.
6
6
’
N
3
0
2
2
’
1
1"
E
N3825’20"E
12.47’
N5143’0"E
12.44’
S3817’0"E
44.13’
S4325’56"W
10.11’
N3753’45"W
152.99’126.45’
N3753’45"W 226.35’
N383’28"E
34.65’
6.65’
S5539’36"E
107.80’
S6748’8"E
C 2 9
C42 C30 C32
C31
EXIST R/W
EXIST R/W
EXIST R/W
EXIST R/W
EXIST R/W
EXIST R/W
N/F
SOUTHEASTERN BAPTIST
THEOLOGICAL SEMINARY, INC
N/F
WAKE COUNTY BOARD
OF EDUCATION
N/F
SOUTHEASTERN BAPTIST
THEOLOGICAL SEMINARY, INC
N/F
SOUTHEASTERN BAPTIST
THEOLOGICAL SEMINARY, INC
N/F
PHYLLIS KAY PLEASANTS
N/F
KIMBERLY C. & WILLIAM W. VERNAL
PASCAL
GOLF
COURSE
FLETCHER
VILLAGE
N/F
ERIC & KERI RUSH
22
21
23
24
25
26
27
6
/
16
/
2
0
14
K
:
\
R
A
L
_
R
o
a
d
w
a
y
\
0
113
110
3
0

-

U
-
5
5
15
\
P
l
a
n
\
P
l
a
n

S
h
e
e
t
s
\
u
5
5
15
_
p
s
h
_
6
.d
g
n
PROJECT:
SHEET NUMBER:JOB NUMBER:
REV. No.:REVISION:DATE:DRAWN BY:CHECKED BY:
PRELIMINARY PLANS
DO NOT USE FOR CONSTRUCTION
INCOMPLETE PLANS
DO NOT USE FOR RW ACQUISITION
0
PE NO. F-0102
PREPARED IN THE OFFICE OF:
P.O. BOX 33068 - RALEIGH, NORTH CAROLINA 27636-3068
PHONE: [phone] FAX: [phone] 011311030Copyright Kimley-Horn and Associates, Inc., 2014
shall be without liability to Kimley-Horn and Associates, Inc.
reliance on this document without written authorization and adoption by Kimley-Horn and Associates, Inc.
intended only for the specific purpose and client for which it was prepared. Reuse of and improper
This document, together with the concepts and designs presented herein, as an instrument of service, is
4020
STADIUM DRIVE - COMPLETE STREETS
U-5515
1
2
CONSTRUCTION NOTES
SIDEWALK
TIE PROPOSED SIDEWALK TO EXISTING
TO EXISTING CURB & GUTTER
TIE PROPOSED 2’-6" CURB & GUTTER
3
4
RAMP (SEE SHEET 2-F)
CONSTRUCT MULTI-USE PATH CURB
(SEE SHEET 2-G)
CONSTRUCT CURB RAMP PER DETAIL CR-1
5 (SEE SHEET 2-G)
CONSTRUCT CURB RAMP PER DETAIL CR-2
6 (SEE SHEET 2-G)
CONSTRUCT CURB RAMP PER DETAIL CR-3
7 (SEE SHEET 2-G)
CONSTRUCT CURB RAMP PER DETAIL CR-4
8 (SEE SHEET 2-G)
CONSTRUCT CURB RAMP PER DETAIL CR-5
9 (SEE SHEET 2-G)
CONSTRUCT CURB RAMP PER DETAIL CR-6
10 (SEE SHEET 2-G)
CONSTRUCT CURB RAMP PER DETAIL CR-7
11 (SHEET 2-G)
SEE PEDESTRIAN REFUGE DETAILS
ROADWAY PLAN SHEET
6
N
A
D 83/
N
A 2011
)7
T
E
E
H
S
E
E
S( 0
5
+
6
5
A
T
S
-L
- E
N
IL
H
C
T
A
M
)
5

T
E
E
H
S

E
E
S
(

0
5
+
5
4

A
T
S

-
L
-

E
N
I
L
H
C
T
A
M
SEE DETAIL SHEET 2-A
MILL AND RESURFACE LIMITS
UNLESS OTHERWISE NOTED (APPLIES TO ALL SHEETS)
NOTE: RADII DIMENSIONS ARE TO THE EDGE OF PAVEMENT
12SEE SHEET FOR -L- PROFILE MEANDER MUP OR SIDEWALK AROUND POLE12
-Y5- PT Sta. 11+83.56
-Y5- POT Sta. 12+40.00
-Y5- PC Sta. 10+59.39
-Y5- POT Sta. 10+55.00
END CONSTRUCTION
= 90 00’ 00"
-Y5- POT Sta. 10+00.00
-L- POC Sta. 48+31.22 =
-Y4- POT Sta. 10+00.00
= 90 00’ 00"
-Y4- POT Sta. 11+33.00
-L- POT Sta. 48+17.68 =
M
c
D
O
W
E
LL
D
R
-
Y
4
-
PI Sta 11+37.91
L = 124.18’
T = 78.53’
R = 80.00’
-Y4- POT Sta. 10+78.00
BEGIN CONSTRUCTION
RD LLEWODcM
-5Y-
-L--5Y-
-L- PT Sta. 51+62.15
2’-6" C&G
2’-6" C&G
2’-6" C&G
2’-6" C&G
2’-6" C&G
14’19.5’
14’
11’
19.5’
19.5’
19.5’
14’
11’
14’
35’ R
35’ R
25’ R
RI
C
H
L
A
N
D
C
R
E
E
K
20’ DR
2’-6" C&G
50’ TAPER
4’ R 4’ R
-L- PC Sta. 48+21.14
-L- PC Sta. 53+31.80
PI Sta 49+91.69
L = 341.02’
T = 170.55’
R = 6,000.00’
PI Sta 55+08.53
L = 345.12’
T = 176.73’
R = 650.00’
11’
11’10’
TAPER
20’
10’11’
TAPER
20’
15’ R
15’ R
1
1
11
10’ R
10’ R
4
4
3
4
3
3
5
5
25’ R
SIDEWALK
REMOVE EXISTING
PROPOSED BACK OF CURB
PROPOSED 6’ CONC SIDEWALK ON
10:1
10:1
10:1
BACK OF CURB
PROPOSEDON
PROPOSED 10’ MUP
5
0
+
0
0
5
5
+
0
0
CONC SIDEWALK
RETAIN EXIST 5’
+
5
8
+
7
8
+
4
0
+
6
0
-L- Sta. 51+93.15
BEGIN EXIST BRIDGE
MILL NOTCH TO KEY-IN
-L- Sta. 53+24.26
END EXIST BRIDGE
MILL NOTCH TO KEY-IN
RICHLAND CREEK
R=50’
R=50’
2
2
4’ FROM PROPOSED BACK OF CURB
PROPOSED 5’ CONC SIDEWALK
R=50’
R=50’
WITH GUARDRAIL
ON PROPOSED BACK OF CURB
PROPOSED 5’ CONC SIDEWALK
ON PROPOSED BACK OF CURB
PROPOSED 6’ CONC SIDEWALK
PROPOSED BACK OF CURB
PROPOSED 10’ MUP ON
AT-1
30.5’
19.5’
11’
14’
14’
14’
11’
14’
11’
STADIUM DR (SR 1930)
-L-
STADIUM DR (SR 1930)
-L-
SE = EXISTSE = EXIST SE = 0.020
0
30
20
1
0
0
0
10
2
+
2
4
+
5
2
+
15
+
6
5
TYPE III
TYPE IIIE
X
I
S
T
E
X
I
S
T
1
1
CROSSING
CREEK GREENWAY
FUTURE RICHLAND
CROSSING
CREEK GREENWAY
FUTURE RICHLAND
TO STA 51+35.00
-L STA 50+85.00
MONOLITHIC ISLAND
INSTALL 5" CONCRETE
E
X
I
S
T
0
4
+
8
0
E
X
I
S
T
0
2
+
2
9
.
7
4
CR
CR
CR
CR
CR
CR
11
7
7
0
2
E
X
I
S
T
+
0
0
0
2
E
X
I
S
T
STOP
120’ BUS
17.5’17.5’
10:1
(SEE DETAIL SHEET 2-I)
WITH SHELTER
3000 PSI CONC BUS PAD
TYPE III ANCHOR UNIT
REMOVE AND RESET
RETAIN GATE
TYPE III ANCHOR UNIT
REMOVE AND RESET

GRAU-350
GRAIL AND GRAU-350
REMOVE AND RESET
UNITANCHOR
RESET CAT-1
REMOVE AND
CAT-1
GRAIL AND GRAU-350 TL-2
REMOVE AND RESET
TL-2
GRAU-350
III
TYPE
R=50’R=50’
POLE
EXIST
RETAIN
R=50’
TO -L- Sta. 57+53.25
FROM -L- Sta. 54+22
EXIST GUARDRAIL
REMOVE AND RESET
CR
ACCESS
SEWER EASEMENT
DRIVEWAY FOR
INSTALL CONC
2
12
ON BRIDGE
EXISTING 42" RAILINGS
SEE STRUCTURE PLANS
SIDEWALK ALONG BRIDGE
INSTALL 5’ RAISED
RETAIN CI
RETAIN CB
R
E
T
A
IN
RETAIN 36" RCP
RETAIN CI
CB
CB
ADJUST CB
ADJUST CB
CB
CB
CB
CB
CB
15" RCP-III
12" RCP-III
TO JB W/ MH
CONVERT CB
CB
CB
RETAIN
JB W/ MH
RETAIN
15" RCP - III
JB
18" RCP-III
24" RCP -III
JB W/ MH
15" RCP - III
30" RCP - III
604
607
601
603
606
608
609
610
611
612
613
614
615 616
617
618
619 620
621
622
623
626
627
600
ADJUST CB
RETAIN EXISTING TREES
CLEAN OUT OUTLET BY HAND
REMOVE
W/ MH
CONVERT DI TO JB
RETAIN 36" RCP
RETAIN
RETAIN DUAL 48" RCP
RETAIN
RETAIN
18" RCP - III INV. OUT 273.93
12" RCP - III INV. OUT 272.93
SPLITTER BOX
30" RCP-IV
15" RCP - IV
18" RCP-IV
18" RCP-IV
12" RCP - III
18" RCP-IV
15" RCP-IV
18" RCP-IV
15" RCP - III
RETAIN
602
(SEE DETAIL SHEET 2-J)
2,200 SQUARE FEET)
FOREBAY (APPROX.
BIORETENTION AREA
(SEE DETAIL SHEET 2-J)
LOW RETAINING WALL SHEET 2-J)
STEP STORMWATER OUTLET. (SEE DETAIL
AREA TO OUTLET TO EXISTING ROCK
CONTRACTOR TO INSTALL BIORETENTION
PLACE 6 SY GEOTEXTILE
CLASS B RIP RAP
PLACE 3 TONS
(STREAM BANK WORK ANTICIPATED)
POSITIVE DRAINAGE
NEW PIPE OUTLET AND PROMOTE
OUTFALL DITCH TO ACCOMMODATE
CONTRACTOR TO CLEAN OUT EXIST
GEOTEXTILE
PLACE 36 SY
CLASS I RIP RAP
PLACE 16 TONS
BASIN
SEDIMENT
BASIN
SEDIMENT
44 SY FF
RIP RAP
CLASS 1 AND II
20 TONS
STREAM BANK ONLY
PLACE 12 SY FF
AND II RIP RAP
5 TONS CLASS I
SEE DETAIL 3
AFTER BASIN IS REMOVED
RE-ESTABLISH CHANNEL
CONTRACTOR TO
3:13:
1
D
( Not to Scale)
STANDARD BASE DITCH
B
d
STA. 49+07 RT
DETAIL 3
B= 3 Ft.
Max. d= 1 Ft.
Min. D= 1.5 Ft.
*When B is < 6.0’
Type of Liner= PSRM
Ground
Natural
Ground
Natural
REMOVE DI
PLUG, FILL & ABANDON
F F F F
F F
F F
F
F F
F
F
FFFF
C
C
C
C
F
F
F
F
F
F
C
C
F
F
F
F
F
F
v
v
RIP RAP
RIP RAP
15
"R
C
P
26
28PT
30PT
24QA 18QA
18QA
16QA
24QA
48QA 42QA
8 6 48QA
16LI 16LI
16LI
16LI
16LI
16LI9
16LI
16LI
16LI 16LI
9
8
8"DIP
6"DIP
8"DIP
6
"
C
L
A
Y
8"DIP
8"D
I
P
INV=291.50’
18"RCP
INV=292.77’
1 S BK D1 S BK D1 S BK D1 S BK D
1 S BK D
STADIUM DRIVE
OUT=327.43’
INV=327.49’
RIM=336.08’
SSMH
OUT=307.81’
IN=307.91’
RIM=312.91’
SSMH
34-02 35-03
35-02 36-05
36-04
OUT=319.72’
TOC=322.87’
CB-27
CB-27
CB-28
OUT=337.25’
TOC=342.02’
CB-29
CB-29
36-03
LP
46-07
INV=318.84’FES
OUT=306.72’
IN(SE)=306.74’
IN(E)=306.80’
RIM=310.95’
SSMH
OUT=324.00’
IN(SE)=325.91’
IN(E)=324.05’
RIM=330.00’
SSMH
EXISTING STORMDRAIN INFORMATION
OUT=289.27’
IN=289.32’
RIM=294.82’
SSMH
OUT=340.94’
IN=341.05’
RIM=346.45’
SSMH
OUT=308.01’
IN=308.37’
RIM=315.67’
SSMH
OUT=303.45’
IN(NE)=303.64
IN(SE)=304.03’
RIM=309.22’
SSMH
8"CLAY
OUT=313.55’
IN=314.15’
RIM=319.44’
SSMH
OUT=319.77’
IN(S)=320.75’
IN(E)=320.02’
RIM=326.97’
SSMH
6
"
C
L
A
Y
OUT=339.45’
IN=339.89’
RIM=345.49’
SSMH
15"RCP
OUT=336.63’
IN=337.18’
TOC=341.92’
CB
15"
R
CP
CONCRETE
CONCRETE
BY TOW TV CAMERA
LINE WAS DETECTED
UNDERGROUND JB?
18
"
R
C
P
OUT=327.20’
IN=327.57’
RIM=333.30’
CONCRETE CB-28
COVERING STR
DUE TO SIDEWALK
NOT ACCESSABLE
INVERTS ARE
FLOWLINE ELV.=318.57
CURB CUT
CONCRETE
CONCRETE
15"RCP
8"CLAY
CONCRETE
CONCRETE
8"CLAY
8"
12"DIP
12"DIP
12"
8
"
CONCRETE
ABOUT 22’ UP THE PIPE.
THROUGH THE STORM PIPE
THERE IS A UTILITY LINE BORED
PIN 1841332919
DB 13625, PG1724
BM 2010, PG 820
PIN 1841229786
DB 1244, PG 333
BM2008, PG889-890
133.49’
N6618’10"W
294.85’
N6749’17"W
555.82’
N6749’17"W
63.90’
S664’42"E
93.92’
S6748’8"E
45.69’
S685’37"E
S2154’23"W
3.84’N2211’54"E
2.81’
S2355’18"W
2.53’
N680’12"W
25.98’
S6748’8"E 221.41’409.93’
S685’37"E 154.31’
S6128’10"E
13.78’
C33
C34
C37
EXIST R/W
EXIST R/W
EXIST R/W
EXIST R/W
N/F
WAKE COUNTY BOARD
OF EDUCATION
N/F
SOUTHEASTERN BAPTIST
THEOLOGICAL SEMINARY, INC
WAKE FOREST
HIGH SCHOOL
RICE CIRCLE
DUPLEX
APARTMENTS
27
26
6
/
16
/
2
0
14
K
:
\
R
A
L
_
R
o
a
d
w
a
y
\
0
113
110
3
0

-

U
-
5
5
15
\
P
l
a
n
\
P
l
a
n

S
h
e
e
t
s
\
u
5
5
15
_
p
s
h
_
7
.d
g
n
PROJECT:
SHEET NUMBER:JOB NUMBER:
REV. No.:REVISION:DATE:DRAWN BY:CHECKED BY:
PRELIMINARY PLANS
DO NOT USE FOR CONSTRUCTION
INCOMPLETE PLANS
DO NOT USE FOR RW ACQUISITION
0
PE NO. F-0102
PREPARED IN THE OFFICE OF:
P.O. BOX 33068 - RALEIGH, NORTH CAROLINA 27636-3068
PHONE: [phone] FAX: [phone] 011311030Copyright Kimley-Horn and Associates, Inc., 2014
shall be without liability to Kimley-Horn and Associates, Inc.
reliance on this document without written authorization and adoption by Kimley-Horn and Associates, Inc.
intended only for the specific purpose and client for which it was prepared. Reuse of and improper
This document, together with the concepts and designs presented herein, as an instrument of service, is
4020
STADIUM DRIVE - COMPLETE STREETS
U-5515
1
2
CONSTRUCTION NOTES
SIDEWALK
TIE PROPOSED SIDEWALK TO EXISTING
TO EXISTING CURB & GUTTER
TIE PROPOSED 2’-6" CURB & GUTTER
3
4
RAMP (SEE SHEET 2-F)
CONSTRUCT MULTI-USE PATH CURB
(SEE SHEET 2-G)
CONSTRUCT CURB RAMP PER DETAIL CR-1
5 (SEE SHEET 2-G)
CONSTRUCT CURB RAMP PER DETAIL CR-2
6 (SEE SHEET 2-G)
CONSTRUCT CURB RAMP PER DETAIL CR-3
7 (SEE SHEET 2-G)
CONSTRUCT CURB RAMP PER DETAIL CR-4
8 (SEE SHEET 2-G)
CONSTRUCT CURB RAMP PER DETAIL CR-5
UNLESS OTHERWISE NOTED (APPLIES TO ALL SHEETS)
NOTE: RADII DIMENSIONS ARE TO THE EDGE OF PAVEMENT
SEE SHEET FOR -L- PROFILE
9 (SEE SHEET 2-G)
CONSTRUCT CURB RAMP PER DETAIL CR-6
SEE DETAIL SHEET 2-A
MILL AND RESURFACE LIMITS
10 (SEE SHEET 2-G)
CONSTRUCT CURB RAMP PER DETAIL CR-7
11 (SHEET 2-G)
SEE PEDESTRIAN REFUGE DETAILS
RETAIN 15" RCP
REMOVE
RETAIN CB
RETAIN 18" RCP
CB CB
CB
CB
CB
CB
CB
CB
18" RCP-III
RCP-III
15"
CB
RETAIN
RETAIN
705
706
710
711
700
701
702
703
704
707
708
709 712
RETAIN
PROPOSED
SYSTEM INTO
TIE EXISTING
18" RCP-IV
18" RCP-IV
15" RCP-IV
18" RCP-IV
18" RCP-IV
RCP-III
15"
CB
RETAIN
18" RCP-IV 18" RCP - IV
HOOD & FRAME
AND REPLACE
ADJUST CB TOP
O
O
7
ROADWAY PLAN SHEET
13
N
A
D
8
3/
N
A
2
0
1
1
)
6

T
E
E
H
S

E
E
S
(

0
5
+
6
5

A
T
S

-
L
-

E
N
I
L
H
C
T
A
M )
8

T
E
E
H
S

E
E
S(

0
5
+
7
6

A
T
S

-L
-

E
NIL
H
C
T
AM
18’
24’
24’
18’
322.3’
32.5’ RT
+55.07
321.3’
32.5’ RT
+37.07
321.9’
28.5’ RT
+58.07
323.0’
28.5’ RT
+83.07
325.4’
48.42’ RT
+83.07
324.0’
89.50’ RT
+37.07
324.8’
90.38’ RT
+55.70
325.0’
98.12’ RT
+57.45
326.4’
98.12’ RT
+82.20
326.6’
35.5’ RT
+41.69
327.4’
35.5’ RT
+59.69
328.4’
28.5’ RT
+87.69
328.6’
33.65’ RT
+87.69327.3’
28.5’ RT
+62.69
327.0’
92.50’ RT
+41.69
327.4’
93.38’ RT
+60.31
327.5’
101.12’ RT
+62.07
329.3’
101.12’ RT
+86.81
PARKING LOT / STADIUM DRIVE -L- RELATIONSHIP
PARKING LOT / STADIUM DRIVE -L- RELATIONSHIP
ALL ELEVATIONS ARE SHOWN FROM BACK OF CURB*
SEE SHEET FOR -Y6- PROFILE16
-L- PC Sta. 57+92.87
-L- PT Sta. 60+36.52
-L- PT Sta. 56+76.92
PI Sta 10+97.23
L = 65.77’
T = 33.00’
R = 325.76’
PI Sta 10+34.23
L = 64.23’
T = 34.23’
R = 75.00’
-L- PC Sta. 65+32.48
-Y6- POC Sta. 10+84.00
END CONSTRUCTION
-Y6- PRC Sta. 10+64.23
-L--6Y-
RD NOSDUJ
-6Y--Y6- PC Sta. 10+00.00
-L- POC Sta. 65+33.65 =
24’ DR 24’ DR
2’-6" C&G
2’-6" C&G
2’-6" C&G
RETAIN C&G
2’-6" C&G
14’
11’
14’
11’
14’
30.5’
19.5’
18
’
R
PI Sta 59+14.74
L = 243.64’
T = 121.86’
R = 3,730.00’
PI Sta 66+56.74
L = 248.12’
T = 124.26’
R = 1,800.00’
RETA
IN
EX
IST
S
IDEWALK
1
1
1
2
2
6
0
+
0
0
6
5
+
0
0
-Y6- PT Sta. 11+30.00
2’-6" C&G
50’ R
2
2
2
ON PROPOSED BACK OF CURB
PROPOSED 6’ CONC SIDEWALK
R=50’
R=50’
ON PROPOSED BACK OF CURB
PROPOSED 6’ CONC SIDEWALK
ON PROPOSED BACK OF CURB
PROPOSED 5’ CONC SIDEWALK
55
54
RETAIN C&G
2’ C&G 2’ C&G
STADIUM DR (SR 1930)
-L-
SE = EXIST SE = EXIST SE = EXIST SE = EXIST
(
E
X
IS
T
)
0
50
4
0
3
0
2
SIDEWALK
RETAIN EXIST
+
9
4
+
6
6
0
2
0
1
0
0 0
1
0
2
+
7
0
.
2
5
+
4
2
.
2
5
14’
11’
14’19.5’
-L- Sta. 62+50.00
END 2’-6" C&G
(
T
YP
)
0
2
(
T
YP
)
0
2
(
T
YP
)
0
2
CR
CRCR
CR
24’
18’
24’
18’
9’9’
(
T
YP
)
E
X
IS
T
(T
YP
)
E
X
IS
T
SEE INSET THIS SHEET
6 TOTAL SPACES
PARKING LOT
PROPOSED ASPHALT
SEE INSET THIS SHEET
6 TOTAL SPACES
PARKING LOT
PROPOSED ASPHALT
1’ R 1’ R
5’ R
5’ R
5’ R
1’ R 1’ R
5’ R
SIDEWALK
CONC STEPS AND
REMOVE EXIST
DOOR STEPS
TIE SIDEWALK TO
53.99’ RT
+07.43
48.74’ RT
+14.75
RETAIN TREE
RETAIN TREE
RETAIN TREES (TYP)
AND GRADE TO DRAIN
REMOVE CONC BLOCKS
SHEET 2-A
EXISTING CURB DETAIL
SEE MILLING TO ADJACENT
GRAU-350

CONC SIDEWALK
CONSTRUCT 4’
CONC SIDEWALK
CONSTRUCT 4’
SEE SHEET 2-G FOR DETAIL
SIDEWALK CONSTRUCTON
TREE ROOT SYSTEM DURING
RETAIN TREE & PROTECT
-L- Sta. 61+72
RESET GRAU-350
REMOVE AND
SEE DETAIL SHEET 2-G
CONCRETE STEPS
REBUILD EXIST
REMOVE AND
SEE DETAIL SHEET 2-G
SIDEWALK CONSTRUCTION
TREE ROOT SYSTEM DURING
RETAIN TREE & PROTECT
WHEEL STOPS
INSTALL CONCRETE
SHEET 2-G
SEE DETAIL
CONC SIDEWALK
CONSTRUCT 4’
RETAIN POLE
10:1
8.5’ FROM PROPOSED BACK OF CURB
PROPOSED 5’ CONC SIDEWALK
DO NOT DISTURB RESIDENCE
TIE SIDEWALK TO DOOR STEPS
WALL ENVELOPE
SEE SHEET 2-C FOR
-L- Sta. 61+25.00
-L- Sta. 58+95.00 TO
EDGE OF PROP SIDEWALK
CONCRETE TOE WALL ALONG
CONSTRUCT CAST IN PLACE
REMOVE EXIST CMU WALL;
DISTURB RESIDENCE
DOOR STEPS DO NOT
TIE SIDEWALK TO
F
F
F F
F F F
C
C
C
C
F
C
C
C
C
C
C
F
F
WM
S
GRAVEL
R
I
P
R
A
P
15"
R
CP
15"
R
CP
S
18"
RC
P
12’RCP
8
8
6
16LI 16LI 16LI
16LI 16LI
16LI
16LI
16LI16LI
16LI
16LI
16LI
16LI
16LI
16LI
16LI
16LI
16LI
16LI
42QA
6
6
6
6
6
6
24PT
42QA
16LI
16LI
16LI
16LI
16LI
16LI
8
8
8
6
16LI
16LI
16LI
16LI
16LI
16LI
16LI 16LI
16LI
16LI
8
10
14QA
ST ST
ST
ST
S
OUT=365.20’
IN(S)=365.51’
IN(SERVICE-SE)=367.03’
IN(SE)=365.24’
RIM=373.28’
SSMH
8"CLAY
8
"
C
L
A
Y 6
"C
L
A
Y
6"C LA Y 6"CLAY
INV N/A
RIM=370.23’
BOLTED SHUT
SSMH IS
SSMH
RIM=383.31’
IN(N)=361.61’
IN(E)=360.81’
OUT=360.75’
8"CLAY
8"CLAY
SSMH
RIM=365.30’
IN=358.84’
OUT=358.76’
8"CLAY
8
"C
L
A
Y
24"RCP
2
4
"R
C
P
S
S
18 "R
C
P
24"CPP
CULVERT2.33’ X 2.50’ BRICK 18"CMP
18
"R
C
P
12"RCP
2
4
"R
C
P
15
"R
C
P
12"RCP
18
"C
P
P
OUT=392.99’
IN=393.03’
RIM=394.72’
SSMH
OUT=377.83’
IN=379.43’
RIM=385.93’
SSMH
121414
16
10
10
8
10
8
8
21JV
18JV
18MG
33
14JV
8"CLAY
24"CPP
2
4
"C
L
A
Y
INV=380.36’
T
T
3 S BR
1 S BR
STONE WALL
S
T
O
N
E

W
A
L
L
S
T
O
N
E

W
A
L
L
STEPS
2 S BR SCHOOL
3 S BR SCHOOL
1 S BR D
1 S BR D
R
O
C
K

S
P
R
IN
G

R
O
A
D
N

W
IN
G
A
T
E

S
T
R
E
E
T
STADIUM DRIVE
STEAM
OUT=391.67’
IN=391.07’
RIM=394.77’
SSMH
16LI
37-05
47-08
46-05
46-06
48-11
48-09
48-02
48-07
37-06
48-03
48-05
48-13 48-14
CB-30
CB-31
CB-32
INV=351.02’
TOC=355.37’
CB-30
OUT=354.30’
IN=354.36’
TOC=356.98’
CB-31
OUT=354.38’
TOC=358.48’
CB-32
OUT=381.85’
IN=382.00’
TOC=386.10’
CB-34
CB-34
OUT=384.06’
IN=384.14’
TOC=389.46’
CB-35
CB-35
OUT=386.95’
RIM=390.70’
CB-36
CB-36
CB-47
CB-46
OUT=353.28’
IN=353.38’
RIM=355.63’
JB-33
OUT=366.08’
RIM=370.52’
YDI-37
YDI-37
OUT=365.62’
IN=365.67’
RIM=369.94’
YDI-38
YDI-38
OUT=365.20’
IN(SE)=365.45’
IN(E)=365.50’
IN(NE)=365.46’
RIM=369.35’
YDI-39
YDI-39
OUT=366.19’
IN(24")=366.35’
IN(18")=366.44’
RIM=369.81’
YDI-40
OUT=367.38’
IN=367.39’
RIM=370.64’
YDI-41
YDI-40
YDI-41
OUT=367.72’
IN=367.79’
RIM=370.19’
YDI-42
YDI-42
INV=373.37’
RIM=383.39’
YDI-43
YDI-43
JB-44
OUT=376.42’
IN=377.27’
RIM=383.27’
JB-45
JB-45
OUT=377.86’
IN(W)=378.07’
IN(E)=378.57’
IN(NE)=378.07’
RIM=382.59’
JB-44
JB-33
36-02
UNKNOWN #
LP
LP
LP
LP
57-02
LP LP
LP LP
EXISTING STORMDRAIN INFORMATION
15
"R
C
P
42"RCP
OUT=357.86’
IN=357.91’
RIM=362.16’
DI
30"RCP
30"RCP
OUT=362.49’
IN=363.94’
TOP=366.54’
CONC. BOX
OUT(30)=
IN(18)=
IN(42)=
TOP=366.40’
CONC. BOX
8"D
IP
CONCRETE
OUT=362.76’
IN=362.96’
TOC=373.31’
CB
2
4
"
R
C
P
18
"R
C
P
OUT=367.82’’
TOC=371.82’
CB
OUT=366.75’
IN=367.55’
TOC=371.55’
CB
18"RCP 8"DIP
OUT=364.20’
IN=364.35’
TOC=369.00’
CB
OUT=353.03’
IN=353.09’
RIM=369.77;
SSMH
U/G JB
POSSIBLE
BRICK
B
RI
C
K
C
O
N
C
R
E
T
E
CONCRETE
CONCRETE
CONCRETE
BRICK
BRIC
K
6
"C
L
A
Y
6"PVC
INV=390.65’
BRICK
18’CMP
BRICK
INV=378.59’
TOC=382.79’
CB-46
INV=378.67’
TOC=382.87’
CB-47
47-10
6"
12"DIP
8
2
"
8"
BRICK
8"
12"
15"RCP
RETROFITED TO A CDI
USED TO BE A DI, NOW
18
"
C
M
P
BECAUSE PIPE IS PLUGED
OFF. CAN NOT GET TV ACCESS
THIS PIPE APPEARS TO BE CAPPED
ABOUT 22’ UP THE PIPE.
THROUGH THE STORM PIPE
THERE IS A UTILITY LINE BORED
Underground Power
Approx. Location of
8" (ABANDONED)
PIN 1841229786
DB 1244, PG 333
PIN 1841423401
DB 3404, PG115
PIN 1841423401
DB 3404, PG115
PIN 1841424812
DB 1388, PG432
PIN 184142963
DB 1244, PG333
2
7
.
8
6
’
S
2
6
4
8
’
2
3
"
W
6
5
0
.
17
’
S
2
6
4
8
’
2
3
"
W
6
7
8
.
4
5
’
N
2
6
4
8
’
2
3
"
E
4
10
.
8
6
’
N
2
8
17
’
3
7
"
E
4
0
9
.
5
6
’
N
2
8
17
’
3
7
"E
14
7
.
5
0
’
S
2
5
1’
5
"
W
14
7
.
4
0
’
N
2
7
11’
5
"
E
81.40’
N6248’55"W
3
9
7
.
4
0
’
S
2
8
3
9
’
14
"
W
277.49’
S8012’41"E
71.34’
S7828’49"E
N6248’49"W
N6248’49"W
20.56’
N8017’27"W
277.53’
N6248’49"W 199.78’75.82’80.20’
S595’25"E 108.15’
S
2
7
4
2
’
4
3
"
W
3
8
2
.
0
8
’
S638’31"E
6.11’
356.56’ (TOTAL)
N
2
7
4
2
’
4
3
"
E
4
14
.
4
5
’

(
T
O
T
A
L
)
5
0
.
2
7
’
136.70’
(NO DEED FOUND)
GIS RECORDS
THIS LINE PER
C35
C36
C38
C39
C40
C
4
1
C42
29.30’
N5831’28"W
EXIST R/W
EXIST R/W
E
X
IS
T

R
/
W
E
X
IS
T

R
/
W
EXIST R/W
EXIST R/W
EXIST R/W
E
X
IS
T

R
/
W
E
X
IS
T

R
/
W
E
X
IS
T

R
/
W
E
X
IS
T

R
/
W
E
X
IS
T

R
/
W
N/F
SOUTHEASTERN BAPTIST
THEOLOGICAL SEMINARY, INC
N/F
SOUTHEASTERN BAPTIST
THEOLOGICAL SEMINARY, INC
N/F
SOUTHEASTERN BAPTIST
THEOLOGICAL SEMINARY, INC
N/F
SOUTHEASTERN BAPTIST
THEOLOGICAL SEMINARY, INC
N/F
SOUTHEASTERN BAPTIST
THEOLOGICAL SEMINARY, INC
SOUTHEASTERN
BAPTIST
THEOLOGICAL
SEMINARY
H
IS
T
O
R
IC

D
IS
T
R
IC
T
HISTORIC DISTRICT
WAKE FOREST
DOWNTOWN
HISTORIC DISTRICT
27
28
29
30
6
/
16
/
2
0
14
K
:
\
R
A
L
_
R
o
a
d
w
a
y
\
0
113
110
3
0

-

U
-
5
5
15
\
P
l
a
n
\
P
l
a
n

S
h
e
e
t
s
\
u
5
5
15
_
p
s
h
_
8
.d
g
n
PROJECT:
SHEET NUMBER:JOB NUMBER:
REV. No.:REVISION:DATE:DRAWN BY:CHECKED BY:
PRELIMINARY PLANS
DO NOT USE FOR CONSTRUCTION
INCOMPLETE PLANS
DO NOT USE FOR RW ACQUISITION
0
PE NO. F-0102
PREPARED IN THE OFFICE OF:
P.O. BOX 33068 - RALEIGH, NORTH CAROLINA 27636-3068
PHONE: [phone] FAX: [phone] 011311030Copyright Kimley-Horn and Associates, Inc., 2014
shall be without liability to Kimley-Horn and Associates, Inc.
reliance on this document without written authorization and adoption by Kimley-Horn and Associates, Inc.
intended only for the specific purpose and client for which it was prepared. Reuse of and improper
This document, together with the concepts and designs presented herein, as an instrument of service, is
4020
STADIUM DRIVE - COMPLETE STREETS
U-5515
1
2
CONSTRUCTION NOTES
SIDEWALK
TIE PROPOSED SIDEWALK TO EXISTING
TO EXISTING CURB & GUTTER
TIE PROPOSED 2’-6" CURB & GUTTER
3
4
RAMP (SEE SHEET 2-F)
CONSTRUCT MULTI-USE PATH CURB
(SEE SHEET 2-G)
CONSTRUCT CURB RAMP PER DETAIL CR-1
5 (SEE SHEET 2-G)
CONSTRUCT CURB RAMP PER DETAIL CR-2
6 (SEE SHEET 2-G)
CONSTRUCT CURB RAMP PER DETAIL CR-3
7 (SEE SHEET 2-G)
CONSTRUCT CURB RAMP PER DETAIL CR-4
8 (SEE SHEET 2-G)
CONSTRUCT CURB RAMP PER DETAIL CR-5
UNLESS OTHERWISE NOTED (APPLIES TO ALL SHEETS)
NOTE: RADII DIMENSIONS ARE TO THE EDGE OF PAVEMENT
SEE SHEET FOR -L- PROFILE
9 (SEE SHEET 2-G)
CONSTRUCT CURB RAMP PER DETAIL CR-6
SEE DETAIL SHEET 2-A
MILL AND RESURFACE LIMITS
10 (SEE SHEET 2-G)
CONSTRUCT CURB RAMP PER DETAIL CR-7
11 (SHEET 2-G)
SEE PEDESTRIAN REFUGE DETAILS
RETAIN 24" RCP
RETAIN
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
TIE TO EXISTING
RETAIN
RETAIN
PLUG, FILL & ABANDON
RETAIN
24" RCP - III
RETAIN
RETAIN
RETAIN
RETAIN
RETAIN
RETAIN
DRAIN AS NEEDED
REINSTALL 6" PVC ROOF
RETAIN
809
800
801 802
803
805
806
807
808
810
811
812
813
814
817
818
819
820
821
804
RETAIN
RETAIN
REMOVE
24" RCP - III
18" RCP-III
18" RCP-IV
15" RCP-IV
822
15" RCP - III
18" RCP-IV
15" RCP-IV
RCP-IV
24"
24" RCP-IV
24" RCP-IV
18" RCP - IV
18" RCP - IV
18" RCP - IV
RETAIN
JB w/MH COVER
RETAIN
RETAIN
RETAIN
ADJUST CB
ADJUST CB
REMOVE CB
REMOVE PIPE TO PROPOSED CB
FROM STA. 69+25 TO STA. 71+00 RT
( Not to Scale)
SPECIAL LATERAL ’V’ DITCH
2:
1 D
Min. D=1 Ft.
DETAIL 2
Ground
Natural
Slope
Fill2:1
SEE DETAIL 2
SPECIAL LATERAL ’V’ DITCH
DI
RETAIN 15" RCP
REMOVEHOOD & FRAME
AND REPLACE
ADJUST CB TOP
CB
REMOVE
REMOVE JB
2GI
O
8
ROADWAY PLAN SHEET
14
N
A
D
8
3/
N
A
2
0
1
1
)
7

T
E
E
H
S

E
E
S
(

0
5
+
7
6

A
T
S

-
L
-

E
N
I
L
H
C
T
A
M
)
9

T
E
E
H
S

E
E
S
(

0
5
+
8
7

A
T
S

-
L
-

E
N
I
L
H
C
T
A
M
SEE SHEET FOR -Y8- PROFILE16
-L- PT Sta. 70+03.61
-L- PC Sta. 72+49.43
-L- PC Sta. 68+12.23
-L- PT Sta. 67+80.60
-Y7- POT Sta. 10+00.00
NORTH AVE
-L-
PI Sta 14+27.61
L = 43.70’
T = 21.86’
R = 533.00’
PI Sta 14+72.15
L = 45.40’
T = 22.71’
R = 533.00’
-Y8- PC Sta. 14+05.74
-Y8- PT Sta. 14+94.84
-Y8- PRC Sta. 14+49.44
-Y7- POT Sta. 11+46.00
-L- POC Sta. 68+40.11 =
N

W
IN
G
A
T
E

S
T
-
Y
8
-
-L--8Y-
N

C
O
LLE
G
E

S
T
2’-6" C&G
2’-6" C&G
2’-6" C&G
2’-6" C&G
14’
14’
11’
19.5’
19.5’
35’ R
1
PI Sta 69+08.96
L = 191.38’
T = 96.73’
R = 533.00’
1 2
30’ R
2
1
1
1
1
1
10:1
7
0
+
0
0
2
2
6
ON PROPOSED BACK OF CURB
PROPOSED 8’ CONC SIDEWALK
59
-Y8- POT Sta. 15+77.00
END CONSTRUCTION
-Y8- POT Sta. 13+20.00
BEGIN CONSTRUCTION
-Y7- POT Sta. 10+80.00
BEGIN CONSTRUCTION
ON PROPOSED BACK OF CURB
PROPOSED 6’ CONC SIDEWALK
RETAIN POLE
2
2
ON PROPOSED BACK OF CURB
PROPOSED 6’ CONC SIDEWALK
ON PROPOSED BACK OF CURB
PROPOSED 6’ CONC SIDEWALK
BACK OF PROPOSED 6’ SIDEWALK
PROPOSED GUARDRAIL ALONG
17’18’20’
55’
8
6
6
6
8 8
6
6
2’-6" C&G
2’-
6"
C
&
G
1’-6" C&G (TYP)
2’-6" C&G (TYP)
STADIUM DR (SR 1930)-L-
SE = EXIST SE = EXIST SE = EXIST
8:1
DRIVEWAY APRON
RETAIN CONC
RETAIN EXIST SIDEWALK
AT-1
AT-1
-Y8- POC Sta. 14+63.76
-L- POT Sta. 74+70.27 =
T = 63.98’
L = 126.56’
PI Sta 74+07.69PI Sta 72+96.63
L = 94.28’
T = 47.20’
R = 800.00’R = 350.00’
-L- PCC Sta. 73+43.71
SE = EXIST
LANDSCAPED MEDIAN
(
T
YP
)
0
2
(
T
Y
P
)
0
2
(
T
Y
P
)
0
2
N

W
IN
G
A
T
E

S
T

(
S
R

1
9
5
4
)
-
Y
8
-
CR
CR
CR
CR
CR
CR
CR CR
CR
CR
CR
-Y8- STA 13+35.20
TIE TO EXIST GUARDRAIL
-Y8- STA 13+38.00
TIE TO EXIST GUARDRAIL
13’13’
15’15’
13’13’
11
11
+
0
0
E
X
I
S
T
0
2
(
T
YP
)
E
X
IS
T
R
O
C
K

S
P
R
I
N
G

R
D
-
Y
7
-
SEMINARY SIGN
BAPTIST THEOLOGICAL
RETAIN SOUTHEASTERN
(TYP)
TREES
RETAIN
(TYP)
TREES
RETAIN2 AND 2-G
SEE DETAIL SHEETS
UNDERDRAIN
INSTALL MEDIAN
2’-6" C&G
2’-6" C&G
2
’
-
6
"
C
&
G
2
’
-
6
"
C
&
G
1’-6" C&G
1’-6" C&G
MONOLITHIC ISLAND
INSTALL 5" CONCRETE
MONOLITHIC ISLAND
INSTALL 5" CONCRETE
MONOLITHIC ISLAND
INSTALL 5" CONCRETE
SPLITTER ISLAND
LANDSCAPED
SPLITTER ISLAND
LANDSCAPED
(SEE DETAIL SHEET 2-I)
RETAINING WALL
PAD WITH BENCH AND
3000 PSI CONC BUS
-L- STA 76+32.00
PAVEMENT REMOVAL
BEGIN CONCRETE
SEE DETAIL SHEETS 2 AND 2-G
INSTALL MEDIAN UNDERDRAIN
SEE DETAIL SHEETS 2 AND 2-G
INSTALL MEDIAN UNDERDRAIN
RETAIN POLE
CR
4
OPERATIONS (TYP)
PART OF GRUBBING
GRID STUMP AS
AS MUCH AS POSSIBLE
RETAIN HEDGE ROW
ON PROPOSED BACK OF CURB
PROPOSED 8’ CONC SIDEWALK
STEPS
INTO EXIST
TIE SIDEWALK
-L- PT Sta. 76+34.37
PI Sta 75+27.03
L = 113.31’
T = 56.75’
R = 800.00’
PI Sta 76+09.07
L = 50.78’
T = 25.48’
R = 250.00’
SE = EXIST
-L- PRC Sta. 75+83.59
10’
10’
CR
EXISTING
TIE TO
APRON (TYP)
VEHICULAR CONCRETE
STAIRWAYREMOVE CONCRETE
CR
SEE SHEET 2-D FOR WALL ENVELOPE
PROPOSED RETAINING WALL
9
2
CR
6
5’R8:1
CC C
C
C
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
C
C
18TREE
GV
15
"R
C
P
12
50QA
1 S F D
OUT=390.17’’
IN(SW)=390.58’
IN(SE)=390.22’
RIM=395.43’
SSMH
15
"
R
C
P
INV=392.72’
TOC=396.12’
CB-48
OUT=390.69’
IN=390.70’
TOC=395.99’
CB-49
CB-48
CB-49
LP
UNKNOWN #UNKNOWN #
C/L INV=399.21’
RIM=403.46’
SSMH
OUT=379.08’
IN(SW)=379.38’
IN(SE)=379.41’
IN(NE)=379.31’
RIM=389.56’
SSMH
EXISTING STORMDRAIN INFORMATION
OUT=395.81’
IN=395.87’
RIM=403.08’
SSMH13
141416
53QA
T
T
BRICK
CONCRETE
4AR
4AR
20
T
10IO
10IO
4AR
I
R
O
N

F
E
N
C
E
STONESTONE WALL (TYP)
IRON FENCE
BRICK WALL
CONCRETE
CONCRETE ASPHALT
MAGNOLIALARGE DRIPLINETREET
CONCRETE
8"
8"
T
PIN 1841423401
DB 3404, PG115
3
9
7
.
4
0
’
S
2
8
3
9
’
14
"
W
E
X
IS
T

R
/
W
N/F
SOUTHEASTERN BAPTIST
THEOLOGICAL SEMINARY, INC
SOUTHEASTERN
BAPTIST
THEOLOGICAL
SEMINARY
H
IS
T
O
R
IC

D
IS
T
R
IC
T
H
I
S
T
O
R
I
C

D
I
S
T
R
I
C
T
HISTORIC DISTRICT
WAKE FOREST
DOWNTOWN
HISTORIC DISTRICT
WAKE FOREST
DOWNTOWN
29
6
/
16
/
2
0
14
K
:
\
R
A
L
_
R
o
a
d
w
a
y
\
0
113
110
3
0

-

U
-
5
5
15
\
P
l
a
n
\
P
l
a
n

S
h
e
e
t
s
\
u
5
5
15
_
p
s
h
_
9
.d
g
n
PROJECT:
SHEET NUMBER:JOB NUMBER:
REV. No.:REVISION:DATE:DRAWN BY:CHECKED BY:
PRELIMINARY PLANS
DO NOT USE FOR CONSTRUCTION
INCOMPLETE PLANS
DO NOT USE FOR RW ACQUISITION
0
PE NO. F-0102
PREPARED IN THE OFFICE OF:
P.O. BOX 33068 - RALEIGH, NORTH CAROLINA 27636-3068
PHONE: [phone] FAX: [phone] 011311030Copyright Kimley-Horn and Associates, Inc., 2014
shall be without liability to Kimley-Horn and Associates, Inc.
reliance on this document without written authorization and adoption by Kimley-Horn and Associates, Inc.
intended only for the specific purpose and client for which it was prepared. Reuse of and improper
This document, together with the concepts and designs presented herein, as an instrument of service, is
4020
STADIUM DRIVE - COMPLETE STREETS
U-5515
1
2
CONSTRUCTION NOTES
SIDEWALK
TIE PROPOSED SIDEWALK TO EXISTING
TO EXISTING CURB & GUTTER
TIE PROPOSED 2’-6" CURB & GUTTER
3
4
RAMP (SEE SHEET 2-F)
CONSTRUCT MULTI-USE PATH CURB
(SEE SHEET 2-G)
CONSTRUCT CURB RAMP PER DETAIL CR-1
5 (SEE SHEET 2-G)
CONSTRUCT CURB RAMP PER DETAIL CR-2
6 (SEE SHEET 2-G)
CONSTRUCT CURB RAMP PER DETAIL CR-3
7 (SEE SHEET 2-G)
CONSTRUCT CURB RAMP PER DETAIL CR-4
8 (SEE SHEET 2-G)
CONSTRUCT CURB RAMP PER DETAIL CR-5
UNLESS OTHERWISE NOTED (APPLIES TO ALL SHEETS)
NOTE: RADII DIMENSIONS ARE TO THE EDGE OF PAVEMENT
SEE SHEET FOR -L- PROFILE
9 (SEE SHEET 2-G)
CONSTRUCT CURB RAMP PER DETAIL CR-6
SEE DETAIL SHEET 2-A
MILL AND RESURFACE LIMITS
10 (SEE SHEET 2-G)
CONSTRUCT CURB RAMP PER DETAIL CR-7
11 (SHEET 2-G)
SEE PEDESTRIAN REFUGE DETAILS
RETAIN
TOP AS NECESSARY
FIELD ADJUST CB
CONTRACTOR TO
TOP AS NECESSARY
FIELD ADJUST CB
CONTRACTOR TO
9
ROADWAY PLAN SHEET
N
A
D
8
3/
N
A
2
0
1
1
)
8

T
E
E
H
S

E
E
S
(

0
5
+
8
7

A
T
S

-
L
-

E
N
I
L
H
C
T
A
M
15
N

C
O
LLE
G
E

S
T
F
R
O
N
T
S
T
C
S
X
T

R
A
I
L
R
O
A
D
NORTH AVE
-L-
(
U
S

1
A
)
N
O
R
T
H

M
A
IN

S
T
RETAIN EXIST SIDEWALK
-L- PC Sta. 81+56.35
-L- PRC Sta. 82+61.24
-L- POT Sta. 84+23.00
-L- PT Sta. 83+66.13
T = 52.46’
R = 2,000.00’
PI Sta 83+13.70
D
L = 104.89’
T = 52.46’
PI Sta 82+08.81
D
L = 104.89’
R = 2,000.00’
20’
10’
10’
+
5
7
10’
10’
WALL AS SEPARATE PROJECT
TO REMOVE AND REBUILD
TOWN OF WAKE FOREST
2
R=100’
75’ TAPER
R=100’
2’-6" C&G
2’-6" C&G
1
1
10’R15’R
1
1
-L- POT Sta. 82+32.00
END CONSTRUCTION
END TIP PROJECT U-5515
(INCIDENTAL TO GRADING)
NEW CURB AND GUTTER
UP AS NEEDED TO INSTALL
TREE STUMP TO BE GROUND
12CR
6’ CONCRETE SIDEWALK
2
5’R
CR
2
2
6
6
/
16
/
2
0
14
K
:
\
R
A
L
_
R
o
a
d
w
a
y
\
0
113
110
3
0

-

U
-
5
5
15
\
P
l
a
n
\
P
l
a
n

S
h
e
e
t
s
\
u
5
5
15
_
p
f
l
_
1.d
g
n
PROJECT:
SHEET NUMBER:JOB NUMBER:
REV. No.:REVISION:DATE:DRAWN BY:CHECKED BY:
HORIZ
VERTPRELIMINARY PLANS
DO NOT USE FOR CONSTRUCTION
INCOMPLETE PLANS
DO NOT USE FOR RW ACQUISITION
0
0
PE NO. F-0102
P.O. BOX 33068 - RALEIGH, NORTH CAROLINA 27636-3068
PHONE: [phone] FAX: [phone]
PREPARED IN THE OFFICE OF:
011311030
STADIUM DRIVE - COMPLETE STREETS
U-5515
4020
2 4
Copyright Kimley-Horn and Associates, Inc., 2014
shall be without liability to Kimley-Horn and Associates, Inc.
reliance on this document without written authorization and adoption by Kimley-Horn and Associates, Inc.
intended only for the specific purpose and client for which it was prepared. Reuse of and improper
This document, together with the concepts and designs presented herein, as an instrument of service, is
PROPOSED GRADE
EXISTING GROUND
PI = 25+17.00
EL = 376.38’
VC = 170’
K = 63
PI = 29+10.00
EL = 361.64’
VC = 200’
K = 183
PI = 33+54.00
EL = 340.14’
VC = 300’
K = 187
G
LE
N
C
O
E

D
R
ELEV = 373.69’
-Y2- STA 11+62.00
-L- STA 25+88.45 =
(-)1.0575%
(-
)
3.
7506%
(-)
4.
8
4
2
3
%
DS > 40 MPH
DS > 40 MPH
DS > 40 MPH
ELEV = 377.30’
-L- STA 24+30.00
BEGIN GRADE
E
l

=

3
4
3
.17
E
l

=

3
4
1.2
2
E
I

=

3
3
7
.8
6
P
I

=
3
4
+
0
0
.0
0
P
I

=
3
2
+
0
0
.0
0
P
I

=
3
2
+
5
0
.0
0
(-) 2
.2
4%
(-
)
3.
90%
(-) 7.65
%
P
I

=
3
0
+
0
0
.0
0
E
I

=

3
5
8
.4
6
ROADWAY PROFILE
330
24 25 26 27 28 29 30 31 32 33 34
330
338
346
354
362
370
378
386
10
334
342
350
358
366
374
382
338
346
354
362
370
378
386
334
342
350
358
366
374
382
FOR -L- PLAN SEE SHEET 4
STADIUM DRIVE (SR 1930)
-L-
6
/
16
/
2
0
14
K
:
\
R
A
L
_
R
o
a
d
w
a
y
\
0
113
110
3
0

-

U
-
5
5
15
\
P
l
a
n
\
P
l
a
n

S
h
e
e
t
s
\
u
5
5
15
_
p
f
l
_
2
.d
g
n
PROJECT:
SHEET NUMBER:JOB NUMBER:
REV. No.:REVISION:DATE:DRAWN BY:CHECKED BY:
HORIZ
VERTPRELIMINARY PLANS
DO NOT USE FOR CONSTRUCTION
INCOMPLETE PLANS
DO NOT USE FOR RW ACQUISITION
0
0
PE NO. F-0102
P.O. BOX 33068 - RALEIGH, NORTH CAROLINA 27636-3068
PHONE: [phone] FAX: [phone]
PREPARED IN THE OFFICE OF:
011311030
STADIUM DRIVE - COMPLETE STREETS
U-5515
4020
2 4
Copyright Kimley-Horn and Associates, Inc., 2014
shall be without liability to Kimley-Horn and Associates, Inc.
reliance on this document without written authorization and adoption by Kimley-Horn and Associates, Inc.
intended only for the specific purpose and client for which it was prepared. Reuse of and improper
This document, together with the concepts and designs presented herein, as an instrument of service, is
PI = 39+70.00
EL = 320.19’
VC = 180’
K = 77
PI = 43+19.00
EL = 300.81’
VC = 80’
K = 68
W
H
IS
T
LI
N
G

S
W
A
N

D
R
ELEV = 328.95’
-Y3- STA 11+89.00
-L- STA 36+99.50 =
(
-
)
3.
2
3
86%
(-)
5.
5
5
3
0
%
PROPOSED GRADE
EXISTING GROUND
DS > 40 MPH
DS > 40 MPH
(-)
4.
3
7
6
9
%
E
l

=

2
9
6
.0
1
P
I

=
4
4
+
0
0
.0
0
(-
)
4.
2
3
%
(-
)
4.
00%
E
I

=

2
9
4
.0
1
E
I

=

2
9
7
.4
9
P
I

=
4
4
+
5
0
.0
0
P
I

=
4
3
+
6
5
.0
0
ROADWAY PROFILE
36 37 38 39 40 41 42 43 44 45
282
290
298
306
314
322
330
338
11
3534
334
326
318
310
302
294
286
342
282
290
298
306
314
322
330
338
334
326
318
310
302
294
286
342
FOR -L- PLAN SEE SHEET 5
STADIUM DRIVE (SR 1930)
-L-
6
/
16
/
2
0
14
K
:
\
R
A
L
_
R
o
a
d
w
a
y
\
0
113
110
3
0

-

U
-
5
5
15
\
P
l
a
n
\
P
l
a
n

S
h
e
e
t
s
\
u
5
5
15
_
p
f
l
_
3
.d
g
n
PROJECT:
SHEET NUMBER:JOB NUMBER:
REV. No.:REVISION:DATE:DRAWN BY:CHECKED BY:
HORIZ
VERTPRELIMINARY PLANS
DO NOT USE FOR CONSTRUCTION
INCOMPLETE PLANS
DO NOT USE FOR RW ACQUISITION
0
0
PE NO. F-0102
P.O. BOX 33068 - RALEIGH, NORTH CAROLINA 27636-3068
PHONE: [phone] FAX: [phone]
PREPARED IN THE OFFICE OF:
011311030
STADIUM DRIVE - COMPLETE STREETS
U-5515
4020
2 4
Copyright Kimley-Horn and Associates, Inc., 2014
shall be without liability to Kimley-Horn and Associates, Inc.
reliance on this document without written authorization and adoption by Kimley-Horn and Associates, Inc.
intended only for the specific purpose and client for which it was prepared. Reuse of and improper
This document, together with the concepts and designs presented herein, as an instrument of service, is
PI = 49+08.00
EL = 275.03’
PI = 51+58.00
EL = 272.55’
VC = 70’
K = 35
PI = 54+75.00
EL = 279.28’
VC = 200’
K = 53
PI = 49+08.00
EL = 275.03’
VC = 240’
K = 71
M
c
D
O
W
E
LL
D
R
M
c
D
O
W
E
LL
D
R
ELEV = 279.05’
-Y4- STA 11+33.00
-L- STA 48+17.68 =
ELEV = 278.53’
-Y5- STA 10+00.00
-L- STA 48+31.22 =
(-)
4.
3
76
9
%
(-)0.9920%
(+)1.0078%
(+)2.7456%
(+)6.4985%
PROPOSED GRADE
EXISTING GROUND
DS > 40 MPH DS = 25 MPH DS = 35 MPH
RICHLAND CREEK
EXISTING BRIDGE
TIE TO EXISTING BRIDGE
MILL NOTCH TO KEY-IN
ELEV = 272.90’
-L- STA 51+93.15
END GRADE
TIE TO EXISTING BRIDGE
MILL NOTCH TO KEY-IN
ELEV = 275.14’
-L- STA 53+24.26
BEGIN GRADE
ROADWAY PROFILE
250
258
266
274
282
290
298
306
250
47 48 49 50 51 52 53 54 55 5646
302
294
286
278
270
262
254
258
266
274
282
290
298
306
302
294
286
278
270
262
254
57
12
FOR -L- PLAN SEE SHEET 6
STADIUM DRIVE (SR 1930)
-L-
6
/
16
/
2
0
14
K
:
\
R
A
L
_
R
o
a
d
w
a
y
\
0
113
110
3
0

-

U
-
5
5
15
\
P
l
a
n
\
P
l
a
n

S
h
e
e
t
s
\
u
5
5
15
_
p
f
l
_
4
.d
g
n
PROJECT:
SHEET NUMBER:JOB NUMBER:
REV. No.:REVISION:DATE:DRAWN BY:CHECKED BY:
HORIZ
VERTPRELIMINARY PLANS
DO NOT USE FOR CONSTRUCTION
INCOMPLETE PLANS
DO NOT USE FOR RW ACQUISITION
0
0
PE NO. F-0102
P.O. BOX 33068 - RALEIGH, NORTH CAROLINA 27636-3068
PHONE: [phone] FAX: [phone]
PREPARED IN THE OFFICE OF:
011311030
STADIUM DRIVE - COMPLETE STREETS
U-5515
4020
2 4
Copyright Kimley-Horn and Associates, Inc., 2014
shall be without liability to Kimley-Horn and Associates, Inc.
reliance on this document without written authorization and adoption by Kimley-Horn and Associates, Inc.
intended only for the specific purpose and client for which it was prepared. Reuse of and improper
This document, together with the concepts and designs presented herein, as an instrument of service, is
PI = 58+00.00
EL = 300.40’
VC = 230’
K = 416
PI = 61+22.00
EL = 319.55’
VC = 180’
K = 217
J
U
D
S
O
N

D
R
ELEV = 340.61’
-Y6- STA 10+00.00
-L- STA 65+33.65 =
(+)5.9472%
(+)5.1150%
PROPOSED GRADE
EXISTING GROUND
DS > 40 MPH
DS > 40 MPH
DS > 40 MPH
(+)6.4985%
3
3
8
.8
8
3
3
8
.8
8
PI = 66+96.00
EL = 348.91’
VC = 120’
K = 418
(+)5.1150 %
ROADWAY PROFILE
58 59 60 61 62 63 64 65 66 67 68
290
298
306
314
322
330
338
346
354
362
57
294
302
310
318
326
334
342
350
358
298
306
314
322
330
338
346
354
362
302
310
318
326
334
342
350
358
294
290
13
FOR -L- PLAN SEE SHEET 7
STADIUM DRIVE (SR 1930)
-L-
6
/
16
/
2
0
14
K
:
\
R
A
L
_
R
o
a
d
w
a
y
\
0
113
110
3
0

-

U
-
5
5
15
\
P
l
a
n
\
P
l
a
n

S
h
e
e
t
s
\
u
5
5
15
_
p
f
l
_
5
.d
g
n
PROJECT:
SHEET NUMBER:JOB NUMBER:
REV. No.:REVISION:DATE:DRAWN BY:CHECKED BY:
HORIZ
VERTPRELIMINARY PLANS
DO NOT USE FOR CONSTRUCTION
INCOMPLETE PLANS
DO NOT USE FOR RW ACQUISITION
0
0
PE NO. F-0102
P.O. BOX 33068 - RALEIGH, NORTH CAROLINA 27636-3068
PHONE: [phone] FAX: [phone]
PREPARED IN THE OFFICE OF:
011311030
STADIUM DRIVE - COMPLETE STREETS
U-5515
4020
2 4
Copyright Kimley-Horn and Associates, Inc., 2014
shall be without liability to Kimley-Horn and Associates, Inc.
reliance on this document without written authorization and adoption by Kimley-Horn and Associates, Inc.
intended only for the specific purpose and client for which it was prepared. Reuse of and improper
This document, together with the concepts and designs presented herein, as an instrument of service, is
R
O
C
K

S
P
R
I
N
G
S

D
R
ELEV = 355.89’
-Y7- STA 11+46.00
-L- STA 68+40.11 =
PROPOSED GRADE
EXISTING GROUND
DS > 40 MPH
N

W
I
N
G
A
T
E

S
TDS > 40 MPH
ELEV = 387.23’
-RBT- STA 11+46.30
-L- STA 74+35.26 =
BEGIN ROUNDABOUT
END GRADE
E
l

=

3
6
0
.9
8
E
l

=

3
6
7
.10
E
I

=

3
7
1.17
(+) 8.14%
(+) 6.12%
(+) 4.00%
P
I

=
6
9
+
2
5
.0
0
P
I

=
6
9
+
5
0
.0
0
P
I

=
7
0
+
5
0
.0
0
P
I

=
7
1+
0
0
.0
0
E
I

=

3
5
9
.9
8
PI = 69+10.00
EL = 359.24’
VC = 180’
K = 108
PI = 72+60.00
EL = 381.97’
VC = 220’
K = 63
PI = 74+35.26
EL = 387.23’
(+)3.0000%
PI = 75+05.28
EL = 390.07’
PI = 75+25.28
EL = 389.67’
(-)2.0000%(+)0.3000%
PI = 75+98.00
EL = 389.89’
VC = 90’
K = 55
(+)6.4942 %
(+)4.8281 %
ELEV = 390.07’
-RBT- STA 10+29.56
-L- STA 75+05.28 =
END GRADE
BEGIN ROUNDABOUT
-L- 76+32.00
PAVEMENT REMOVAL
BEGIN CONCRETE
ROADWAY PROFILE
346
354
362
370
378
386
394
402
354
362
370
378
386
394
402
67 68 69 70 71 72 73 74 75 76 77 78
350
358
366
374
382
390
398398
390
382
374
366
358
350
342
346
342
14
FOR -L- PLAN SEE SHEET 8
STADIUM DRIVE (SR 1930)
-L-
6
/
16
/
2
0
14
K
:
\
R
A
L
_
R
o
a
d
w
a
y
\
0
113
110
3
0

-

U
-
5
5
15
\
P
l
a
n
\
P
l
a
n

S
h
e
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PROJECT:
SHEET NUMBER:JOB NUMBER:
REV. No.:REVISION:DATE:DRAWN BY:CHECKED BY:
HORIZ
VERTPRELIMINARY PLANS
DO NOT USE FOR CONSTRUCTION
INCOMPLETE PLANS
DO NOT USE FOR RW ACQUISITION
0
0
PE NO. F-0102
P.O. BOX 33068 - RALEIGH, NORTH CAROLINA 27636-3068
PHONE: [phone] FAX: [phone]
PREPARED IN THE OFFICE OF:
011311030
STADIUM DRIVE - COMPLETE STREETS
U-5515
4020
2 4
Copyright Kimley-Horn and Associates, Inc., 2014
shall be without liability to Kimley-Horn and Associates, Inc.
reliance on this document without written authorization and adoption by Kimley-Horn and Associates, Inc.
intended only for the specific purpose and client for which it was prepared. Reuse of and improper
This document, together with the concepts and designs presented herein, as an instrument of service, is
(+)1.9400%
ELEV = 402.19’
-L- STA 82+32.00
PAVEMENT REMOVAL
END CONCRETE
END GRADE
ROADWAY PROFILE
378
386
394
402
78 79 80 81 82 83 84
398
390
382
374
15
FOR -L- PLAN SEE SHEET 9
406
410
378
386
394
402
398
390
382
374
406
410
NORTH AVENUE
-L-
6
/
16
/
2
0
14
K
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110
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REV. No.:REVISION:DATE:DRAWN BY:CHECKED BY:
Copyright Kimley-Horn and Associates, Inc., 2014
shall be without liability to Kimley-Horn and Associates, Inc.
reliance on this document without written authorization and adoption by Kimley-Horn and Associates, Inc.
intended only for the specific purpose and client for which it was prepared. Reuse of and improper
This document, together with the concepts and designs presented herein, as an instrument of service, is
HORIZ
VERT
0
PRELIMINARY PLANS
DO NOT USE FOR CONSTRUCTION
INCOMPLETE PLANS
DO NOT USE FOR RW ACQUISITION
20 40
402
PE NO. F-0102
PREPARED IN THE OFFICE OF:
P.O. BOX 33068 - RALEIGH, NORTH CAROLINA 27636-3068
PHONE: [phone] FAX: [phone]
PROJECT:
SHEET NUMBER:JOB NUMBER:
011311030
STADIUM DRIVE - COMPLETE STREETS
U-5515
PI = 11+06.00
EL = 373.73’
(+)5.2984%
VC = 70’
K = 16
ELEV = 370.12’
-Y2- STA 10+38.00
BEGIN GRADE
(-)1.54664%
ELEV = 374.01’
-L- STA 25+95.26 (19.50’ LT)
-Y2- STA 11+41.31 =
END GRADE
(+)0.8000%
ELEV = 373.69’
-L- STA 25+88.45
-Y2- STA 11+62.00 =
K = 4
VC = 20’
VC = 30’
K = 6
ELEV = 341.51’
-Y6- STA 10+84.00
END GRADE
ELEV = 340.61’
-L- STA 65+33.65
-Y6- STA 10+00.00 =
(-)2
.
6
3
8
3%
PI = 10+30.00
EL = 340.13’
(+)0.3600%
PI = 10+55.00
EL = 341.43’
(+)0.3000%
(+)5.1935%
ELEV = 340.09’
-L- 65+31.18
-Y6- STA 10+19.71 =
BEGIN GRADE
ELEV = 383.89’
-Y8- STA 13+20.00
BEGIN GRADE
ELEV = 390.29’
-Y8- STA 15+77.00
END GRADE
K = 16
VC = 50’
ELEV = 387.75’
-RBT- STA 11+95.46
-Y8- STA 14+28.75 =
BEGIN ROUNDABOUT
END GRADE
PI = 13+50.00
EL = 384.39’
(+)1.6400%
PI = 14+08.74
EL = 387.15’
(+)4.7000%
(+)3.0000%
PI = 15+18.77
EL = 389.64’
(-)1.0000%(+)1.1100%
ELEV = 389.87’
-RBT- 10+86.99
-Y8- STA 14+98.76 =
BEGIN GRADE
END ROUNDABOUT
ROADWAY PROFILE
402
394
378
386
11 12 13 14 15 16 17 18 19
360
368
376
1110 10 11
346
330
338
360
368
376 346
330
338
402
394
378
386
NORTH WINGATE STREET
-Y8-
GLENCOE DRIVE
-Y2-
JUDSON DRIVE
-Y6-
FOR -Y8- PLAN SEE SHEET 8
FOR -Y2- PLAN SEE SHEET 4 FOR -Y6- PLAN SEE SHEET 7
372
364
398
390
382
372
364
342
334
342
334
382
390
398
16
12
6
/
16
/
2
0
14
K
:
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110
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REV. No.:REVISION:DATE:DRAWN BY:CHECKED BY:
PRELIMINARY PLANS
DO NOT USE FOR CONSTRUCTION
INCOMPLETE PLANS
DO NOT USE FOR RW ACQUISITION
0
Copyright Kimley-Horn and Associates, Inc., 2014
shall be without liability to Kimley-Horn and Associates, Inc.
reliance on this document without written authorization and adoption by Kimley-Horn and Associates, Inc.
intended only for the specific purpose and client for which it was prepared. Reuse of and improper
This document, together with the concepts and designs presented herein, as an instrument of service, is
4020
PE NO. F-0102
PREPARED IN THE OFFICE OF:
P.O. BOX 33068 - RALEIGH, NORTH CAROLINA 27636-3068
PHONE: [phone] FAX: [phone]
PROJECT:
SHEET NUMBER:JOB NUMBER:
011311030
STADIUM DRIVE - COMPLETE STREETS
U-5515
C
AP
ITA
L
BLVD

(U
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1)
G
LEN
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SEMINARY
THEOLOGICAL
BAPTIST
SOUTHEASTERN
WAKE FOREST
TO DOWNTOWN
T
O
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ALE
IGH
T
O
F
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AN
K
LIN
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ON
EC-6/EC-12
EC-4/EC-10
E
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3/
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9
EC-2
/EC-8
E
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1/
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7
(
U
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1
A
)
N

M
A
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N

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COURSE
GOLF
PASCAL
HIGH SCHOOL
WAKE FOREST
F
R
O
N
T

S
T
SHOPPING CENTER
WAKE FOREST CROSSING
APARTMENTS
NORTH FOREST
N

W
I
N
G
A
T
E

S
T
-
Y
8
-
SEMINARY
THEOLOGICAL
BAPTIST
SOUTHEASTERN
N
A
D
8
3/
N
A
2
0
11
NORTH AVE
-L-
(
SR
1930)
STA
DI
U
M
D
R
-
L-
(
SR
1930)
STA
DI
U
M
D
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-
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JENK
INS
RD
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K

S
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D
-
Y
7
-
DENUDED AREA MAP
EC-1A
0
EC-5/EC-11
NARRATIVE
PROJECT DENUDED AREAS
DISTURBED AREAS
U-5515 STADIUM DRIVE - COMPLETE STREETS
IMPERVIOUS AND PERVIOUS SURFACES IN
DIRECTION OF FLOW
250 500
PROPOSED PERVIOUS SURFACE = 3.40 AC
PROPOSED IMPERVIOUS SURFACE = 2.77 AC
Total Disturbed Area (shaded) = 6.17 acres
(CeB2, EnC2, WmB, ApC2, CeC2).
The soil types throughout the project limits are mostly sandy loams
Soils
project appear to be stable and do not show signs of significant erosion soils.
system outlets that are to be retained. The fill slopes and drainage ditches around the
introduced. Pre-construction runoff equals Post-construction runoff for all existing
systems to Richland Creek at the existing bridge, thus no new drainage patterns will be
drainage from the project site makes its way through a series of ditches and storm drain
primarily residential and institutional where theres existing development. Majority of the
moderate slopes. Land use along the roadway is partially undeveloped and
The site is generally rolling and contains some drainage ways that are bordered by
Site Description
to N. Wingate Street there will be 6-foot sidewalks on both sides of the road.
the north side from Glencoe Dr to Richland Creek. From the bridge at Richland Creek
A 10-foot multi-use path with be constructed on the south side and a 5-foot sidewalk on
typical section will construct a consistent three-lane roadway with curb and gutter.
Wake Forest, NC. The project extends approximately 1.1 miles. The proposed
The U-5515 Stadium Drive - Complete Streets Project is located in Wake County,
3.40 acres will be vegetatively stabilized with grass and permanent plantings.
disturbed during the construction of this project. Also, approximately
from Glencoe Drive to N. Main Street. Approximately 6.17 acres will be
The Town of Wake Forest proposes to upgrade Stadium Drive to a "complete street"
Project Description
CEMETERY
v
v
v
v
15"R
C
P
14PT
6
6
6
8
6
6
6
6
6
6
6
6
6
6PT
14
12
12
12
12
10
8
8PT 16PT
12PT
12PT
6PT
8PT
8PT
6
66
6
6PT
6PT
8PT10QA
10QA
10JV 12JV
6JV
14PT
8JV
8JV 8JV8JV
8JV 10JV
10JV
10JV 10JV8JV 8JV 11JV 11JV 11JV 11JV
12 14PT
10QA
12QA
12QA
12QA
12QA
11JV 11JV 11JV 11JV
6
6
8
8
8
14 12
12
12 8
8IO
6JV
14QA
10QA
14LI
6
6
6
16PT
6
8
12PT
10PT
12PT
8
8
12
8
10
8
10 8
16PT
8PT
10108PT
14PT
8PT15PT
15PT
12PT
12PT
8PT
6
6
8
10PT
10PT
10PT
10
6PT
6PT
12PT
8PT
8PT
8PT
8PT
8PT
12PT
12PT
6
6
6
6
8PT
14PT
8
8
8
8
8
8
20PT8
8
8
12
6
6
12PT
8PT
8PT
12PT
16PT
8
18QA
16QA
12QA22QA
20QA
20QA
14QA
14QA20QA
12PT
12PT
6
10 12PT
15"RCP
INV =335.09’
INV=335.37’
15"RCP
INV=341.54’
15"RCP
INV=360.74’
15"RCP
INV=357.83’
3
0"
R
C
P
INV=352.18’
FES
18"RCP
INV=337.22’
INV=333.16’
INV=364.03’
FES
15"CMP
PO ST
W ITN E SS
T T
T
2 S BK APTS
1 S F D
1 S BK D
1 S BK D
2 S F APTS
1 S F D
2 S F D
2 S F D
2 S F D
2 S F D
INV=359.93’
INV=350.20’
FES
80-02
INV=370.75’
TOC=377.00’
CB-1
CB-1
90-02
91-06
91-04
91-03
CB-2
CB-8
INV=362.44’
TOC=369.29’
CB-2
UNKNOWN #
LP
LP
LP
91-01
EXISTING STORMDRAIN INFORMATION
G
R
A
V
E
L
W
O
O
D
CONCRETE
ASPHALT
ASPHALT
ASPHALT
CHAIN ROPE
WOOD
WOOD
CT
W
O
O
D
W
O
O
D
WOOD/VINYL
C
ON
C
R
E
T
E
GUY POLE
GUY POLE
50.17’
S5256’33"E
N 33 28’4"W8.00’
N/F
GEORGE R. WOOTEN JR.
N/F
MACKIE FAMILY, LLC
N/F
MACKIE FAMILY, LLC
N/F
SOUTHEASTERN BAPTIST
THEOLOGICAL SEMINARY, INC
N
/
F
M
E
O
L
D
Y
H
A
R
R
I
S
N/F
MEOLDY HARRIS
N/F
MARLOWE & MOYE, LLC
N/F
ANDY. D. GILLELAND
N/F
CHRISTOPHER J. &
LISA R. SIEMERS
N/F
STAFFORDSHIRE
HOA, INC.
N/F
SOUTHEASTERN BAPTIST
THEOLOGICAL SEMINARY, INC
N
/
F
S
T
A
F
F
O
R
D
S
H
IR
E
H
O
A
, IN
C
.
N/F
CARSON E. &
CONNIE ANN CHAVIS
N/F
JORDAN M. &
WENDY STEARNS
SEBTS
CEMETARY
STADIUM DRIVE
TOWN HOMES
N/F
NORTH FOREST
APARTMENT, LLC
STAFFORDSHIRE
340
340
3
4
0
345
3
4
5
345
345
3
5
0
350
3
5
0
3
5
5
355
355
355
3
5
5
360
360
3
6
0
360
360
360
360
365
365
3
6
5
365
365
365
365
3
6
5
370
3
7
0
370
370
370
370
370
370370370
370
370
3
7
0
375
375
375
375
3 7 5
3
7
5
375
375375
375
3 7 5
375
375
375
3
8
0
6
/
16
/
2
0
14
K
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&
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.d
g
n
REV. No.:REVISION:DATE:DRAWN BY:CHECKED BY:
PRELIMINARY PLANS
DO NOT USE FOR CONSTRUCTION
INCOMPLETE PLANS
DO NOT USE FOR RW ACQUISITION
0
Copyright Kimley-Horn and Associates, Inc., 2014
shall be without liability to Kimley-Horn and Associates, Inc.
reliance on this document without written authorization and adoption by Kimley-Horn and Associates, Inc.
intended only for the specific purpose and client for which it was prepared. Reuse of and improper
This document, together with the concepts and designs presented herein, as an instrument of service, is
4020
CHECK, TYPE B
TEMPORARY ROCK SILT
TPF
TRAP, TYPE C
ROCK INLET SEDIMENT
CHECK, TYPE A
TEMPORARY ROCK SILT
(LABELED ON PLANS)
LIMITS OF DISTURBANCE
LEGEND
C F
TEMPORARY SILT FENCE
FENCE
SPECIAL SEDIMENT CONTROL
CONSTRUCTION ENTRANCE
TEMPORARY GRAVEL
CONSTRUCTION LIMIT
WITH BAFFLES
SKIMMER BASIN
TREE PROTECTION
DO NOT CUT TREE
WATTLE
"SILT SOCK"/FILTER SACK
INLET PROTECTION
PE NO. F-0102
PREPARED IN THE OFFICE OF:
P.O. BOX 33068 - RALEIGH, NORTH CAROLINA 27636-3068
PHONE: [phone] FAX: [phone]
PROJECT:
SHEET NUMBER:JOB NUMBER:
011311030
STADIUM DRIVE - COMPLETE STREETS
U-5515
TPF TPF TPF TPF TPF
TPF TPF TPF T
P
F TPF TPF
TPF TPF TPF TPF
TPF
TPF TPF TPF TPF
STADIUM DR (SR 1930)
-L-
STADIUM DR (SR 1930)-L-
OLD STADIUM DR
-Y1-
G
LEN
C
O
E
D
R
-
Y2
-
STAGING AREA
STOCKPILE/
STAGING AREA
STOCKPILE/
2 ft. weir height
Silt Check Type A
Temporary Rock
CONCRETE TRUCK CLEANOUT
TEMPORARY CONSTRUCTION ACCESS/
AND GRUBBING OPERATIONS
NEEDED DURING CLEARING
INSTALL CHECK DAMS AS
AND GRUBBING OPERATIONS
NEEDED DURING CLEARING
INSTALL CHECK DAMS AS
AND GRUBBING OPERATIONS
NEEDED DURING CLEARING
INSTALL CHECK DAMS AS
SILT FENCE (TYP)
INSTALL TEMPORARY
SILT FENCE (TYP)
INSTALL TEMPORARY
FENCE (TYP)
INSTALL TREE PROTECTION
CONTROL FENCE (TYP)
INSTALL SPECIAL SEDIMENT
CONTROL FENCE (TYP)
INSTALL SPECIAL SEDIMENT
LIMITS OF DISTURBANCE, TYP
LIMITS OF DISTURBANCE, TYP
N
A
D 83/N
A 2011
CLEARING AND GRUBBING PHASE
EROSION CONTROL SHEET
EC-1
SITE DESCRIPTION
SOIL STABILIZATION TIMEFRAMES
STABILIZATION TIME TIMEFRAME EXCEPTIONS
NPDES GENERAL STORMWATER PERMIT
PERIMETER 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
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
NONE
NATURAL RESOURCES DIVISION OF WATER QUALITY.
ISSUED BY THE NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND
NCG-010000 GENERAL CONSTRUCTION PERMIT EFFECTIVE AUGUST 3, 2011
WITH THE REGULATIONS SET FORTH BY THE
THESE EROSION AND SEDIMENT CONTROL PLANS COMPLY
EC-7 FOR THE CONSTRUCTION PHASE.
GRUBBING PHASE OF THE PROJECT. SEE SHEET
THIS SHEET REPRESENTS THE CLEARING AND
)
2
-
C
E

T
E
E
H
S

E
E
S
(

5
2
+
4
3
A
T
S

-
L
-

E
N
I
L
H
C
T
A
M
CROSS SECTIONS AND MATTING SUMMARY SHEET.
NPDES GENERAL STORMWATER PERMIT. REFER TO
ON ALL SLOPES WITHIN 7 DAYS OR AS REQUIRED BY
CONTRACTOR SHALL PROVIDE SOIL STABILIZATION
NOTE: SLOPES ON THIS PROJECT ARE PRIMARILY 2:1.
2
5
+
0
0
3
0
+
0
0
F
F
F
F
F
F
F
C C F F F
C C
C
C
F
F
F
F F
F
F
F
F
C
C
F
F
F
F
F
v
v
S
18 "RC P
15"RCP
15"RCP
15"RCP18"RCP
INV=299.01’
FES
24"RCP
18"R
C
P
8PT
8PT
8PT
16PT
16PT
16LI
6PT
24 2412 10 10 10
10
10
10
14PT
14PT
14PT
14PT
14PT
16MG 16MG 11JV11JV
11JV
11JV
11JV
11JV
8PT
16PT
14
14PT
10
10
16PT
8PT
10PT
8PT
16PT 8PT
8PT 12PT
12PT
14PT
12PT
12PT
6PT
16PT 12PT
10PT
8PT
12PT
10PT
8PT
8PT 8PT
8PT
10PT
10PT
10PT
10PT
12PT
6PT
6PT
6PT
10PT6PT
6PT
10PT10PT
26PT
12
12
16LI
16LI 16LI
16LI
8 6
6
6 10
10
30QA 20QA
14LI
10
14
10 14
10
24PT
24 16LI16LI
4
"
P
V
C
8"D
IP
8"DIP
OUT=308.38’
IN=308.43’
RIM=316.53’
SSMH
8"DIP
4
"
P
V
C
8"DIP
1
5
"
R
C
P
6 "P V C
OUT=309.99’
IN(SW)=310.24’
IN(NW)=310.04’
RIM=322.64’
SSMH
6"P
V
C
24"RCP
18
"R
C
P
15
"R
C
P
12
"R
C
P
15"RCP
15"RCP
INV=335.09’INV=333.38’
8
"D
IP
T
T T
T
2 S BR APTS
2 S BR APTS
1 S F D2 S BK APTS
1 S F D
1 S F D
2 S F D
2 S F D
2 S F APTS
2 S F APTS
2 S F APTS
1
S
F
D
STADIUM DRIVE
W
H
IS
T
IN
G

S
W
A
N

D
R
IV
E
8
"P
V
C
T
91-02 01-04
01-03
02-07
02-05
02-03
02-02
13-11
OUT=333.37’
IN=333.47’
TOC=337.32’
CB 3
OUT=331.73’
IN=332.03’
TOC=336.83’
CB-6
OUT=340.58’
RIM=344.48’
CB-8
CB-3 CB-5
CB-6CB-7
OUT=326.85’
IN=328.50’
TOC=333.20’
CB-5
OUT=332.46’
TOC=336.96’
CB-7
OUT=332.81’
IN=332.96’
RIM=335.86’
DI-4
DI-4
OUT=302.98’
IN(NW)=303.73’
IN(SW)=304.93’
TOC=309.53’
CB-11
OUT=312.76’
RIM=320.56’
CB-12
OUT=310.58’
IN=311.18’
TOC=317.88’
CB-9
CB-9
CB-12
CB-11
OUT=286.54’
IN=286.80’
TOC=292.55’
CB-14
CB-13
CB-16
CB-15
CB-14
OUT=294.07’
IN(NW)=295.47’
IN(SE)=294.12’
TOC=301.22’
CB-13
INV=288.82’
TOC=292.47’
CB-15
INV=NOT ACCESSABLE
TOC=301.20’
CB-16
CB-10
OUT=318.93’
IN=320.88’
RIM=328.58’
CB-10
OUT=291.55’
IN=291.65’
RIM=302.65’
JB-20
LP
02-03
13-10
OUT=328.93’
IN(NW)=328.98’
IN(SW)=329.33’
RIM=336.68’
SSMH
OUT=314.68’
IN(SE)=314.91’
IN(NE)=315.41’
RIM=324.26’
SSMH
OUT=301.44’
IN=301.49’
RIM=309.84’
SSMH
OUT=293.30’
IN=294.30’
RIM=301.50’
SSMH
OUT=285.57’
IN=286.67’
RIM=295.22’
SSMH
EXISTING STORMDRAIN INFORMATION
OUT=330.50’
IN=330.61’
TOP=332.67’
WOOD/VINYL
VINYL FENCE
C
H
A
IN

L
I
N
K

F
E
N
C
E
C
O
N
C
R
E
T
E
W
O
O
D
1
5
"R
C
P
24"R
C
P
15
"R
C
P24"RCP
U/G JB
18"RCP
DI
DI
CB
15
"R
C
P
10"
C
MP
15
"R
C
P
APPROX 148’ OF 15" RCP
TOP OF PIPE EXPOSED
15
6
.
2
0
’
N
3
5
3
8
’
14
"
E
123.53’
N5246’34"W
3
5
.
8
8
’
N
3
7
13
’
2
5
"
E
3
5
.
8
8
’
N
3
7
13
’
2
5
"
E
19
3
.
3
7
’
N
2
9
2
8
’
14
"
E
96.79’
S5246’35"E
99.84’
S5247’56"E
99.89’
S5246’24"E
2
0
3
.
8
4
’
S
2
1
6
’
3
2
"
W
2
0
3
.
9
1’
N
2
1
4
’
5
8
"
E
86.29’
S5234’57"E
49.41’
S5157’0"E
49.76’
S5124’1"E
49.00’
S5026’29"E
49.17’
S4848’46"E
48.54’
S4727’54"E
49.27’
S4543’9"E
48
.89’
S4353’51"E
49
.08
’
S42 27
’21"E 49
.0
6
’
S413
’5
"E
7
3
.5
3
’
S
3
9
5
0
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9
"E
2
6
4
.4
1’
N
5
0
16
’2
9
"E
2
5
9
.
13
’
S
4
3
2
5
’5
6
"W
19
8
.8
1
’
N
3
9
3
0
’2
"W
55
.46
’
N42 42
’10"W
50
.58
’
N4334’1"W
50.93’
N4519’51"W
50.83’
N46 57’9"W
101.09’
N4845’39"W
99.20’
N5144’34"W
2
2
3.
2
5
’
S
1
6
3
4
’
3
"
W
112.26’
N5240’50"W
S4325’56"W
10.11’11.53’
S
1
9
3
’
2
5
"
W
3
3
1.
0
3
’
(
T
O
T
A
L
)
15
7
.
11’
S
3
5
4
2
’
18
"
W
N5220’55"W 104.69’
6.16’
6.09’
S
3
8
5
2
’5
9
"E
14
3
.
8
6
’
N
5
0
16
’3
4
"E
2
3
0
.11’
2
2
5
.7
3
’
3.99’
6
2
.
6
1’
N
3
8
5
’18
"W
C26
C27
C28
S5349’24"E
95.57’
67.03’
S5244’10"E EXIST R/W
EXIST R/W
E
X
IS
T

R
/W
E
X
IS
T

R
/W
N/F
NORTH FOREST
APARTMENT, LLC
N/F
NORTH FOREST
APARTMENT, LLC
N/F
GEORGE J. AUSTIN
N/F
DAVID & ELLEN I. YOUNG
N/F
ERIC & KERI RUSH
N/F
SOUTHEASTERN BAPTIST
THEOLOGICAL SEMINARY, INC
N/F
CITADEL PINE FOREST
MEMORIAL GARDENS, LLC
N/F
DWAYNE D. ROSS
N/F
JAMES M. & CHRISTINA
R. LYERLY JR.
N/F
WILLIAM M. &
JILL G. MABE
N/F
NICOLE M. CEBULA
N/F
GEORGE J. AUSTIN
M
E
O
L
D
Y

H
A
R
R
IS
N
/
F
P
H
Y
L
L
IS

K
A
Y

P
L
E
A
S
A
N
T
SN
/
F
M
E
O
L
D
Y

H
A
R
R
IS
SWANS COVE
NORTH FOREST
APARTMENTS
PINE FOREST
MEMORIAL
GARDENS
2
9
5
295
2
9
5
295
2
9
5
3
0
0
3 0 0
300
3
0
0
3
0
5
3
0
5
310
3
10
315
3
15
315
3
2
0
3
2
0
320
3
2
0
3
2
0
3
2
5
325
3
2
5
325
3
2
5
330
330
3
3
0
3
3
0
335
335
335
340
3
4
0
340
340
6
/
16
/
2
0
14
K
:
\
R
A
L
_
R
o
a
d
w
a
y
\
0
113
110
3
0

-

U
-
5
5
15
\
P
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a
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\
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l
a
n

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h
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e
t
s
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E
r
o
s
i
o
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n
t
r
o
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\
u
5
5
15
_
E
C
_
2
-
C
&
G
.d
g
n
REV. No.:REVISION:DATE:DRAWN BY:CHECKED BY:
PRELIMINARY PLANS
DO NOT USE FOR CONSTRUCTION
INCOMPLETE PLANS
DO NOT USE FOR RW ACQUISITION
0
Copyright Kimley-Horn and Associates, Inc., 2014
shall be without liability to Kimley-Horn and Associates, Inc.
reliance on this document without written authorization and adoption by Kimley-Horn and Associates, Inc.
intended only for the specific purpose and client for which it was prepared. Reuse of and improper
This document, together with the concepts and designs presented herein, as an instrument of service, is
4020
PE NO. F-0102
PREPARED IN THE OFFICE OF:
P.O. BOX 33068 - RALEIGH, NORTH CAROLINA 27636-3068
PHONE: [phone] FAX: [phone]
PROJECT:
SHEET NUMBER:JOB NUMBER:
011311030
STADIUM DRIVE - COMPLETE STREETS
U-5515
TPF TPF
TPF TPF TPF TPF TPF TPF TPF TPF
TPF TPF TPF TPF TPF TPF TPF TPF TPF TPF TPF TPF TPF TPF TPF
TPF
TPF
TPF TPF
T
P
F
TPF
TPF
-
Y
3
-
R
D

N
A
W
S

G
N
I
L
T
S
I
H
W
STADIUM DR (SR 1930)
-L-
T
P
F
U
N
D
E
R

D
IS
T
R
IB
U
T
IO
N

L
IN
E
S
.
C
O
N
T
R
A
C
T
O
R

T
O

U
S
E

C
A
U
T
IO
N

F
E
N
C
E

A
S

S
H
OW
N

O
N

P
LA
N
S
.
IN
S
T
A
L
L

T
R
E
E

P
R
O
T
E
C
T
IO
N

AND GRUBBING OPERATIONS
NEEDED DURING CLEARING
INSTALL CHECK DAMS AS
SILT FENCE (TYP)
INSTALL TEMPORARY
SILT FENCE (TYP)
INSTALL TEMPORARY
FENCE (TYP)
INSTALL TREE PROTECTION
CONTROL FENCE (TYP)
INSTALL SPECIAL SEDIMENT
CONTROL FENCE (TYP)
INSTALL SPECIAL SEDIMENT
LIMITS OF DISTURBANCE, TYP
LIMITS OF DISTURBANCE, TYP
2.0 ft. weir height
Silt Check Type A
Temporary Rock
N
A
D 83/N
A 2011
DO NOT CUT TREE
TEMPORARY SILT FENCE
FENCE
SPECIAL SEDIMENT CONTROL
CONSTRUCTION ENTRANCE
TEMPORARY GRAVEL
CONSTRUCTION LIMIT
WITH BAFFLES
SKIMMER BASIN
C F
LEGEND
TPFTREE PROTECTION
CHECK, TYPE B
TEMPORARY ROCK SILT
TRAP, TYPE C
ROCK INLET SEDIMENT
CHECK, TYPE A
TEMPORARY ROCK SILT
(LABELED ON PLANS)
LIMITS OF DISTURBANCE
WATTLE
EC-2
CLEARING AND GRUBBING PHASE
EROSION CONTROL PLAN SHEET
)1
-
C
E

T
E
E
H
S

E
E
S
(

5
2
+
4
3

A
T
S

-
L
-

E
N
I
L
H
C
T
A
M
)
3
-C
E

T
E
E
H
S

E
E
S(

0
5
+
5
4
A
T
S

-L
-

ENIL
H
C
TAM
"SILT SOCK"/FILTER SACK
INLET PROTECTION
EC-8 FOR THE CONSTRUCTION PHASE.
GRUBBING PHASE OF THE PROJECT. SEE SHEET
THIS SHEET REPRESENTS THE CLEARING AND
CROSS SECTIONS AND MATTING SUMMARY SHEET.
NPDES GENERAL STORMWATER PERMIT. REFER TO
ON ALL SLOPES WITHIN 7 DAYS OR AS REQUIRED BY
CONTRACTOR SHALL PROVIDE SOIL STABILIZATION
NOTE: SLOPES ON THIS PROJECT ARE PRIMARILY 2:1.
3
5
+
0
0
4
0
+
0
0
4
5
+
0
0
F
F
F F
F F F
F F
F
F
F
F
F
F
F
F
F
F
C
F
F
F
F
F
F
C
C
C
CC
CCCF
F
C
v
RIP RAP
RIP RAP
INV=286.40’
FES
10
10
12
30QA
14PT 12PT
8PT
18 1 0
24
10
13
13
8 8
20PT
8
10
12 12
18PT
12
12
16
16
8
8
12
12
18
14
12
12
20QA
8
10
36
24
21PT
18
32QA
8
16PT 14
32 16
24
12LS
6LS
12LS12LS
12
12
8LS
8LS
66
10
10
101010
68
14
8
10106
6
66
8
12
12
10
8
12PT12PT
6
1 0
12PT
17PT
10PT
8
8PT
8PT
12
OUT=270.95’
IN(NW)=271.00’
IN(SW)=271.35’
RIM=278.70’
SSMH
8"DIP
18"RCP
INV=270.28’
18"RCP36"RCP
36"RCP
SS
36"RCP
36"RCP
3
6
"R
C
P
8"DIP
INV=272.89’
STADIUM DRIVE
MC
D
O
WE
L
L

DR
IV
E
M
C
D
O
W
E
L
L

D
R
IV
E INV=257.55’
FES
INV=270.34’
FES
13-08
13-07
13-02
23-02
24-02
24-03
34-10
CL INV=276.98’
TOC=281.53’
CB-17
CB-17
OUT=270.29’
IN=270.38’
TOC=376.50’
CB-23
CB-23
OUT=258.42’
IN=(NW)=266.22’
IN(SE)=268.57’
TOC=272.22’
CB-24
OUT=268.58’
IN=268.68’
TOC=272.13’
CB-25
OUT=268.61’
TOC=272.14’
CB-26
CB-26CB-25CB-24DI-18
OUT=275.70’
RIM=280.05’
DI-18
ACCESSABLE
INV=NOT
RIM=277.55’
DI-19
JB-21 JB-22
OUT=273.61’
IN=273.91’
RIM=279.61’
21JB-
OUT=272.18’
IN=273.08’
RIM=278.43’
22JB-
RIP RAP
13-03
LP
UNKNOWN #
UNKNOWN #
UNKNOWN #
8
"D
IP
EXISTING STORMDRAIN INFORMATION
15"RCP
CONCRETE CONCRETE
2@48" RCP
4
2
" R
C
P
v
v
ROCK STEP POOL
EXISTING
18"RCP
18"
R
C
P
DI-19
N/F
SOUTHEASTERN BAPTIST
THEOLOGICAL SEMINARY, INC
WAKE COUNTY BOARD
OF EDUCATION
N/F
SOUTHEASTERN BAPTIST
THEOLOGICAL SEMINARY, INC
N/F
SOUTHEASTERN BAPTIST
THEOLOGICAL SEMINARY, INC
N/F
PHYLLIS KAY PLEASANTS
N/F
KIMBERLY C. & WILLIAM W. VERNAL
PASCAL
GOLF
COURSE
FLETCHER
VILLAGE
N/F
ERIC & KERI RUSH
260
260
2
6
0
2
6
0
260
260
2
6
0
2
6
0
260
260265
2
6
5
265
26 5
265
265
265
265
2
6
5
265
265
2
7
0
2
7
0
2
7
0
270
270
2
7
0
270
270
270
270
2
7
0
2
7
0
270
270
275
275
275
275
275
275
275
275
2
7
5
2
7
5
280
280
2
8
0
2
8
0
280
280
2
8
0
2
8
0
280
285
285
285
285
285
2
8
5
2
8
5
2
8
5
290
290
290
2
9
0
290
290
295
2
9
5
295
3
0
0
6
/
16
/
2
0
14
K
:
\
R
A
L
_
R
o
a
d
w
a
y
\
0
113
110
3
0

-

U
-
5
5
15
\
P
l
a
n
\
P
l
a
n

S
h
e
e
t
s
\
E
r
o
s
i
o
n

C
o
n
t
r
o
l
\
u
5
5
15
_
E
C
_
3
-
C
&
G
.d
g
n
REV. No.:REVISION:DATE:DRAWN BY:CHECKED BY:
PRELIMINARY PLANS
DO NOT USE FOR CONSTRUCTION
INCOMPLETE PLANS
DO NOT USE FOR RW ACQUISITION
0
Copyright Kimley-Horn and Associates, Inc., 2014
shall be without liability to Kimley-Horn and Associates, Inc.
reliance on this document without written authorization and adoption by Kimley-Horn and Associates, Inc.
intended only for the specific purpose and client for which it was prepared. Reuse of and improper
This document, together with the concepts and designs presented herein, as an instrument of service, is
4020
PE NO. F-0102
PREPARED IN THE OFFICE OF:
P.O. BOX 33068 - RALEIGH, NORTH CAROLINA 27636-3068
PHONE: [phone] FAX: [phone]
PROJECT:
SHEET NUMBER:JOB NUMBER:
011311030
STADIUM DRIVE - COMPLETE STREETS
U-5515
TPF TPF TPF TPF TPF TPF
T
PF
T
P
FTPF
TPF
TPF
TPF
TPF
TPF
STADIUM DR (SR 1930)
-L-
M
c
D
O
W
E
LL
D
R
-
Y
4
-
RD LLEWODcM
-5Y-
STADIUM DR (SR 1930)
-L-
RI
C
H
L
A
N
D
C
R
E
E
K
RICHLAND CREEK
STAGING AREA
STOCKPILE/
TPF TPF TPF TPF TPF TPF TPF TPF TPF
3.5 ft. weir height
Silt Check Type A
Temporary Rock
UNDER DISTRIBUTION LINES.
CONTRACTOR TO USE CAUTION
FENCE AS SHOWN ON PLANS.
INSTALL TREE PROTECTION
CONCRETE TRUCK CLEANOUT
TEMPORARY CONSTRUCTION ACCESS/
FLOW ALONG SILT FENCE (TYP)
SILT FENCE AS NEEDED TO DIFFUSE
INSTALL J-HOOK AND REINFORCED
PIPE INLET PROTECTION
RETAIN AND MAINTAIN EXISTING
FLOW ALONG SILT FENCE (TYP)
SILT FENCE AS NEEDED TO DIFFUSE
INSTALL J-HOOK AND REINFORCED
CLEARING AND GRUBBING PHASE
EDGE OF PAVEMENT DURING
INSTALL SILT FENCE ALONG EXIST
AND GRUBBING OPERATIONS
NEEDED DURING CLEARING
INSTALL CHECK DAMS AS
FENCE (TYP)
INSTALL TREE PROTECTION SILT FENCE (TYP)
INSTALL TEMPORARY
SILT FENCE (TYP)
INSTALL TEMPORARY
CONTROL FENCE (TYP)
INSTALL SPECIAL SEDIMENT
CONTROL FENCE (TYP)
INSTALL SPECIAL SEDIMENT
LIMITS OF DISTURBANCE, TYP
LIMITS OF DISTURBANCE, TYP
1.0 ft. weir height
Silt Check Type A
Temporary Rock
POSITIVE DRAINAGE TO BASIN
CLEAN OUT PIPE OUTLET TO ENSURE
ID 6.1
8 ft. weir
Orifice Diameter
with 1.75 inch
2.0 inch Skimmer
102’ x 35’ x 3’
ID 6.2
8 ft. weir
Orifice Diameter
with 2 inch
2 inch Skimmer
82’ x 60’ x 3’
LIMITS OF DISTURBANCE, TYP
THE END OF EACH WORK DAY.
GROUND COVER SHALL BE PROVIDED AT
A MINIMUM OF 3 CONSECUTIVE DAYS.
DRY WEATHER IS FORECASTED FOR
THIS AREA SHALL BE PERFORMED WHEN
INSTALLATION IS COMPLETED. WORK IN
KEEP DITCH STABILIZED UNTIL PIPE
AS PIPE SEGMENTS ARE INSTALLED TO
GRUBBING. RIP RAP SHALL BE REMOVED
DURING CLEARING AND
RETAIN RIP RAP IN CHANNEL
CLEARED ACCESS ROAD
ALONG EXISTING ENTRANCE
INSTALL CONSTRUCTION
N
A
D 83/
N
A 2011
CLEARING AND GRUBBING PHASE
EROSION CONTROL PLAN SHEET
EC-3
)
2
-
C
E

T
E
E
H
S

E
E
S
(

0
5
+
5
4

A
T
S

-
L
-

E
N
I
L
H
C
T
A
M
)4
-C
E
T
E
E
H
S
E
E
S( 0
5
+
6
5
A
T
S
-L
- E
N
IL
H
C
T
A
M
5
5
+
0
0
CHECK, TYPE B
TEMPORARY ROCK SILT
TPF
TRAP, TYPE C
ROCK INLET SEDIMENT
CHECK, TYPE A
TEMPORARY ROCK SILT
(LABELED ON PLANS)
LIMITS OF DISTURBANCE
LEGEND
C F
TEMPORARY SILT FENCE
FENCE
SPECIAL SEDIMENT CONTROL
CONSTRUCTION ENTRANCE
TEMPORARY GRAVEL
CONSTRUCTION LIMIT
WITH BAFFLES
SKIMMER BASIN
TREE PROTECTION
DO NOT CUT TREE
WATTLE
EC-9 FOR THE CONSTRUCTION PHASE.
GRUBBING PHASE OF THE PROJECT. SEE SHEET
THIS SHEET REPRESENTS THE CLEARING AND
"SILT SOCK"/ FILTER SACK
INLET PROTECTION
CROSS SECTIONS AND MATTING SUMMARY SHEET.
NPDES GENERAL STORMWATER PERMIT. REFER TO
ON ALL SLOPES WITHIN 7 DAYS OR AS REQUIRED BY
CONTRACTOR SHALL PROVIDE SOIL STABILIZATION
NOTE: SLOPES ON THIS PROJECT ARE PRIMARILY 2:1.
5
0
+
0
0
F F F F
F F
F F
F
F F
F
F
FFFF
C
C
C
C
F
F
F
F
F
F
C
C
F
F
F
F
F
F
v
v
RIP RAP
RIP RAP
15
"R
C
P
26
28PT
30PT
24QA 18QA
18QA
16QA
24QA
48QA 42QA
8 6 48QA
16LI 16LI
16LI
16LI
16LI
16LI9
16LI
16LI
16LI 16LI
9
8
INV=291.50’
18"RCP
INV=292.77’
1 S BK D1 S BK D1 S BK D1 S BK D
1 S BK D
STADIUM DRIVE
34-02 35-03
35-02 36-05
36-04
OUT=319.72’
TOC=322.87’
CB-27
CB-27
CB-28
OUT=337.25’
TOC=342.02’
CB-29
CB-29
36-03
LP
46-07
INV=318.84’FES
EXISTING STORMDRAIN INFORMATION
15"RCP
OUT=336.63’
IN=337.18’
TOC=341.92’
CB
15"
R
CP
CONCRETE
CONCRETE
BY TOW TV CAMERA
LINE WAS DETECTED
UNDERGROUND JB?
18
"
R
C
P
OUT=327.20’
IN=327.57’
RIM=333.30’
CONCRETE CB-28
COVERING STR
DUE TO SIDEWALK
NOT ACCESSABLE
INVERTS ARE
FLOWLINE ELV.=318.57
CURB CUT
CONCRETE
CONCRETE
15"RCP
CONCRETE
CONCRETE
8"
12"DIP
12"DIP
12"
8
"
CONCRETE
ABOUT 22’ UP THE PIPE.
THROUGH THE STORM PIPE
THERE IS A UTILITY LINE BORED
133.49’
N6618’10"W
294.85’
N6749’17"W
555.82’
N6749’17"W
63.90’
S664’42"E
93.92’
S6748’8"E
45.69’
S685’37"E
S2154’23"W
3.84’N2211’54"E
2.81’
S2355’18"W
2.53’
N680’12"W
25.98’
S6748’8"E 221.41’409.93’
S685’37"E 154.31’
S6128’10"E
13.78’
C33
C34
C37
EXIST R/W
EXIST R/W
EXIST R/W
EXIST R/W
N/F
WAKE COUNTY BOARD
OF EDUCATION
N/F
SOUTHEASTERN BAPTIST
THEOLOGICAL SEMINARY, INC
WAKE FOREST
HIGH SCHOOL
RICE CIRCLE
DUPLEX
APARTMENTS
270
270
270
270
275 275
275
2
7
5
280
280
280
2
8
5
285
285
285
2
9
0
290
290
290
295
295
295
2
9
5
2
9
5
2
9
5
300300
300
300
305
305
305
305
310
3
1
0
310
310
315
315
315
315
315
315
315
315
320
320
320
320
320
325
325
325
325
3
3
0
330
330
330
335
3
3
5
340
340
3
4
0
345
3
4
5
345
3
5
0
350
350
355
360
6
/
16
/
2
0
14
K
:
\
R
A
L
_
R
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a
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w
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\
0
113
110
3
0

-

U
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5
5
15
\
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a
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\
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a
n

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e
t
s
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\
u
5
5
15
_
E
C
_
4
-
C
&
G
.d
g
n
REV. No.:REVISION:DATE:DRAWN BY:CHECKED BY:
PRELIMINARY PLANS
DO NOT USE FOR CONSTRUCTION
INCOMPLETE PLANS
DO NOT USE FOR RW ACQUISITION
0
Copyright Kimley-Horn and Associates, Inc., 2014
shall be without liability to Kimley-Horn and Associates, Inc.
reliance on this document without written authorization and adoption by Kimley-Horn and Associates, Inc.
intended only for the specific purpose and client for which it was prepared. Reuse of and improper
This document, together with the concepts and designs presented herein, as an instrument of service, is
4020
CHECK, TYPE B
TEMPORARY ROCK SILT
TPF
TRAP, TYPE C
ROCK INLET SEDIMENT
CHECK, TYPE A
TEMPORARY ROCK SILT
(LABELED ON PLANS)
LIMITS OF DISTURBANCE
LEGEND
C F
TEMPORARY SILT FENCE
FENCE
SPECIAL SEDIMENT CONTROL
CONSTRUCTION ENTRANCE
TEMPORARY GRAVEL
CONSTRUCTION LIMIT
WITH BAFFLES
SKIMMER BASIN
TREE PROTECTION
DO NOT CUT TREE
WATTLE
"SILT SOCK"/FILTER SACK
INLET PROTECTION
PE NO. F-0102
PREPARED IN THE OFFICE OF:
P.O. BOX 33068 - RALEIGH, NORTH CAROLINA 27636-3068
PHONE: [phone] FAX: [phone]
PROJECT:
SHEET NUMBER:JOB NUMBER:
011311030
STADIUM DRIVE - COMPLETE STREETS
U-5515
TPF TPF TPF TPF TPF TPF TPF TPF
TPF TPF T
P
F
TPF TPF
T
P
F TPF TPF
T
P
F
TPF
TPF TPF
T
P
F TPF TPF TPF
TPF TPF TPF TPF
T
P
F
TPF TPF TPF TPF TPF TPF TPF TPF TPF
STADIUM DR (SR 1930)
-L-RD NOSDUJ
-6Y-
RIP RAP CHANNEL
RETAIN EXISTING
AND
GR
UB
BI
NG
OP
E
RATI
ONS
NE
E
DE
D
DURI
NG
CL
E
ARI
NG
I
NS
T
AL
L
CHE
CK
DAM
S
AS
AND GRUBBING OPERATIONS
NEEDED DURING CLEARING
INSTALL CHECK DAMS AS
SILT FENCE (TYP)
INSTALL TEMPORARY
FENCE (TYP)
INSTALL TREE PROTECTION
FENCE (TYP)
INSTALL TREE PROTECTION
FLOW ALONG SILT FENCE (TYP)
SILT FENCE AS NEEDED TO DIFFUSE
INSTALL J-HOOK AND REINFORCED
3.5 ft. weir height
Silt Check Type A
Temporary Rock
CONTROL FENCE (TYP)
INSTALL SPECIAL SEDIMENT
TPF TPF
LIMITS OF DISTURBANCE, TYP
LIMITS OF DISTURBANCE, TYP
TPF TPF
TPF
TPF TPF
TPF
TPF TPF TPF TPF TPF
13
N
A
D
8
3/
N
A
2
0
1
1
PARKING LOT / STADIUM DRIVE -L- RELATIONSHIP
CLEARING AND GRUBBING PHASE
EROSION CONTROL PLAN SHEET
EC-4
)
3
-
C
E

T
E
E
H
S

E
E
S
(

0
5
+
6
5

A
T
S

-
L
-

E
N
I
L
H
C
T
A
M
)
5
-
C
E

T
E
E
H
S

E
E
S(

0
5
+
7
6

A
T
S

-L
-

E
NIL
H
C
T
AM
EC-10 FOR THE CONSTRUCTION PHASE.
GRUBBING PHASE OF THE PROJECT. SEE SHEET
THIS SHEET REPRESENTS THE CLEARING AND
CROSS SECTIONS AND MATTING SUMMARY SHEET.
NPDES GENERAL STORMWATER PERMIT. REFER TO
ON ALL SLOPES WITHIN 7 DAYS OR AS REQUIRED BY
CONTRACTOR SHALL PROVIDE SOIL STABILIZATION
NOTE: SLOPES ON THIS PROJECT ARE PRIMARILY 2:1.
6
0
+
0
0
6
5
+
0
0
F
F
F F
F F F
C
C
C
C
F
C
C
C
C
C
C
F
F
WM
S
GRAVEL
R
I
P
R
A
P
15"
R
CP
15"
R
CP
S
18"
RC
P
12’RCP
8
8
6
16LI 16LI 16LI
16LI 16LI
16LI
16LI
16LI16LI
16LI
16LI
16LI
16LI
16LI
16LI
16LI
16LI
16LI
16LI
42QA
6
6
6
6
6
6
24PT
42QA
16LI
16LI
16LI
16LI
16LI
16LI
8
8
8
6
16LI
16LI
16LI
16LI
16LI
16LI
16LI 16LI
16LI
16LI
8
10
14QA
ST ST
ST
ST
S8"CLAY
8
"
C
L
A
Y 6
"C
L
A
Y
6"C LA Y 6"CLAY
INV N/A
RIM=370.23’
BOLTED SHUT
SSMH IS
SSMH
RIM=383.31’
IN(N)=361.61’
IN(E)=360.81’
OUT=360.75’
8"CLAY
8"CLAY
SSMH
RIM=365.30’
IN=358.84’
OUT=358.76’
8"CLAY
8
"C
L
A
Y
24"RCP
2
4
"R
C
P
S
S
18 "R
C
P
24"CPP
CULVERT2.33’ X 2.50’ BRICK 18"CMP
18
"R
C
P
12"RCP
2
4
"R
C
P
15
"R
C
P
12"RCP
18
"C
P
P
OUT=392.99’
IN=393.03’
RIM=394.72’
SSMH
121414
16
10
10
8
10
8
8
21JV
18JV
18MG
33
14JV
8"CLAY
24"CPP
2
4
"C
L
A
Y
INV=380.36’
T
T
1 S BR
STONE WALL
S
T
O
N
E

W
A
L
L
S
T
O
N
E

W
A
L
L
STEPS
2 S BR SCHOOL
3 S BR SCHOOL
1 S BR D
1 S BR D
R
O
C
K

S
P
R
IN
G

R
O
A
D
N

W
IN
G
A
T
E

S
T
R
E
E
T
STADIUM DRIVE
STEAM
16LI
37-05
47-08
46-05
46-06
48-11
48-09
48-02
48-07
37-06
48-03
48-05
48-13 48-14
CB-30
CB-31
CB-32
INV=351.02’
TOC=355.37’
CB-30
OUT=354.30’
IN=354.36’
TOC=356.98’
CB-31
OUT=354.38’
TOC=358.48’
CB-32
OUT=381.85’
IN=382.00’
TOC=386.10’
CB-34
CB-34
OUT=384.06’
IN=384.14’
TOC=389.46’
CB-35
CB-35
OUT=386.95’
RIM=390.70’
CB-36
CB-36
CB-47
CB-46
OUT=353.28’
IN=353.38’
RIM=355.63’
JB-33
OUT=366.08’
RIM=370.52’
YDI-37
YDI-37
OUT=365.62’
IN=365.67’
RIM=369.94’
YDI-38
YDI-38
OUT=365.20’
IN(SE)=365.45’
IN(E)=365.50’
IN(NE)=365.46’
RIM=369.35’
YDI-39
YDI-39
OUT=366.19’
IN(24")=366.35’
IN(18")=366.44’
RIM=369.81’
YDI-40
OUT=367.38’
IN=367.39’
RIM=370.64’
YDI-41
YDI-40
YDI-41
OUT=367.72’
IN=367.79’
RIM=370.19’
YDI-42
YDI-42
INV=373.37’
RIM=383.39’
YDI-43
YDI-43
JB-44
OUT=376.42’
IN=377.27’
RIM=383.27’
JB-45
JB-45
OUT=377.86’
IN(W)=378.07’
IN(E)=378.57’
IN(NE)=378.07’
RIM=382.59’
JB-44
JB-33
36-02
UNKNOWN #
LP
LP
LP
57-02
LP LP
LP LP
EXISTING STORMDRAIN INFORMATION
15
"R
C
P
42"RCP
OUT=357.86’
IN=357.91’
RIM=362.16’
DI
30"RCP
30"RCP
OUT=362.49’
IN=363.94’
TOP=366.54’
CONC. BOX
OUT(30)=
IN(18)=
IN(42)=
TOP=366.40’
CONC. BOX
CONCRETE
OUT=362.76’
IN=362.96’
TOC=373.31’
CB
2
4
"
R
C
P
18
"R
C
P
OUT=367.82’’
TOC=371.82’
CB
OUT=366.75’
IN=367.55’
TOC=371.55’
CB
18"RCP
OUT=364.20’
IN=364.35’
TOC=369.00’
CB
U/G JB
POSSIBLE
BRICK
B
RI
C
K
C
O
N
C
R
E
T
E
CONCRETE
CONCRETE
CONCRETE
BRICK
BRIC
K
6
"C
L
A
Y
6"PVC
INV=390.65’
BRICK
18’CMP
BRICK
INV=378.59’
TOC=382.79’
CB-46
INV=378.67’
TOC=382.87’
CB-47
47-10
6"
12"DIP
8
2
"
8"
BRICK
8"
12"
15"RCP
RETROFITED TO A CDI
USED TO BE A DI, NOW
18
"
C
M
P
BECAUSE PIPE IS PLUGED
OFF. CAN NOT GET TV ACCESS
THIS PIPE APPEARS TO BE CAPPED
ABOUT 22’ UP THE PIPE.
THROUGH THE STORM PIPE
THERE IS A UTILITY LINE BORED
Underground Power
Approx. Location of
8" (ABANDONED)
2
7
.
8
6
’
S
2
6
4
8
’
2
3
"
W
6
5
0
.
17
’
S
2
6
4
8
’
2
3
"
W
6
7
8
.
4
5
’
N
2
6
4
8
’
2
3
"
E
4
10
.
8
6
’
N
2
8
17
’
3
7
"
E
4
0
9
.
5
6
’
N
2
8
17
’
3
7
"E
14
7
.
5
0
’
S
2
5
1’
5
"
W
14
7
.
4
0
’
N
2
7
11’
5
"
E
81.40’
N6248’55"W
3
9
7
.
4
0
’
S
2
8
3
9
’
14
"
W
277.49’
S8012’41"E
71.34’
S7828’49"E
N6248’49"W
N6248’49"W
20.56’
N8017’27"W
277.53’
N6248’49"W 199.78’75.82’80.20’
S595’25"E 108.15’
S
2
7
4
2
’
4
3
"
W
3
8
2
.
0
8
’
S638’31"E
6.11’
356.56’ (TOTAL)
N
2
7
4
2
’
4
3
"
E
4
14
.
4
5
’

(
T
O
T
A
L
)
5
0
.
2
7
’
136.70’
(NO DEED FOUND)
GIS RECORDS
THIS LINE PER
C35
C36
C38
C39
C40
C
4
1
C42
29.30’
N5831’28"W
EXIST R/W
EXIST R/W
E
X
IS
T

R
/
W
E
X
IS
T

R
/
W
EXIST R/W
EXIST R/W
EXIST R/W
E
X
IS
T

R
/
W
E
X
IS
T

R
/
W
E
X
IS
T

R
/
W
E
X
IS
T

R
/
W
E
X
IS
T

R
/
W
N/F
SOUTHEASTERN BAPTIST
THEOLOGICAL SEMINARY, INC
N/F
SOUTHEASTERN BAPTIST
THEOLOGICAL SEMINARY, INC
N/F
SOUTHEASTERN BAPTIST
THEOLOGICAL SEMINARY, INC
N/F
SOUTHEASTERN BAPTIST
THEOLOGICAL SEMINARY, INC
N/F
SOUTHEASTERN BAPTIST
THEOLOGICAL SEMINARY, INC
H
IS
T
O
R
IC

D
IS
T
R
IC
T
HISTORIC DISTRICT
WAKE FOREST
DOWNTOWN
HISTORIC DISTRICT
350
3
5
5
3
5
5
355
360
3
6
0
360
360
365
365
365
365
365
365
3
6
5
365
3
6
5
3
6
5
3
7
0
3
7
0
370
370
370
3
7
0
3
7
0
370
370
370
37 0
370
3
7
5
3
7
5
375
375
375
3
7
5
3
7
5
375
3
7
5
375
380
3
8
0
3
8
0
380
380
3
8
0
3
8
0
380
3
8
0
3
8
0
3
8
5
3
8
5
385
3
8
5
385
385
3
8
5
3
8
5
385 3
8
5
390
390
3
9
0
390
3
9
0
3
9
0
3
9
0
3
9
0
390 395
395
395
395
3
9
5
395
3
9
5
4
0
0
4
0
0
400
400
400
400
400
4
0
5
6
/
16
/
2
0
14
K
:
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R
A
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a
d
w
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\
0
113
110
3
0

-

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5
5
15
\
P
l
a
n
\
P
l
a
n

S
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e
t
s
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E
r
o
s
i
o
n

C
o
n
t
r
o
l
\
u
5
5
15
_
E
C
_
5
-
C
&
G
.d
g
n
REV. No.:REVISION:DATE:DRAWN BY:CHECKED BY:
PRELIMINARY PLANS
DO NOT USE FOR CONSTRUCTION
INCOMPLETE PLANS
DO NOT USE FOR RW ACQUISITION
0
Copyright Kimley-Horn and Associates, Inc., 2014
shall be without liability to Kimley-Horn and Associates, Inc.
reliance on this document without written authorization and adoption by Kimley-Horn and Associates, Inc.
intended only for the specific purpose and client for which it was prepared. Reuse of and improper
This document, together with the concepts and designs presented herein, as an instrument of service, is
4020
CHECK, TYPE B
TEMPORARY ROCK SILT
TPF
TRAP, TYPE C
ROCK INLET SEDIMENT
CHECK, TYPE A
TEMPORARY ROCK SILT
(LABELED ON PLANS)
LIMITS OF DISTURBANCE
LEGEND
C F
TEMPORARY SILT FENCE
FENCE
SPECIAL SEDIMENT CONTROL
CONSTRUCTION ENTRANCE
TEMPORARY GRAVEL
CONSTRUCTION LIMIT
WITH BAFFLES
SKIMMER BASIN
TREE PROTECTION
DO NOT CUT TREE
WATTLE
"SILT SOCK"/FILTER SACK
INLET PROTECTION
PE NO. F-0102
PREPARED IN THE OFFICE OF:
P.O. BOX 33068 - RALEIGH, NORTH CAROLINA 27636-3068
PHONE: [phone] FAX: [phone]
PROJECT:
SHEET NUMBER:JOB NUMBER:
011311030
STADIUM DRIVE - COMPLETE STREETS
U-5515
T PF
T
P
F
TPF TPF
TPF
TPF TPF TPF
R
O
C
K

S
P
R
I
N
G

R
D
-
Y
7
-
STADIUM DR (SR 1930)-L-
N

W
IN
G
A
T
E

S
T

(
S
R

1
9
5
4
)
-
Y
8
-
NORTH AVE
-L-
N

W
IN
G
A
T
E

S
T
-
Y
8
-
N

C
O
LLE
G
E

S
T
FENCE (TYP)
INSTALL TREE PROTECTION
FENCE (TYP)
INSTALL TREE PROTECTION
SILT FENCE (TYP)
INSTALL TEMPORARY
SILT FENCE (TYP)
INSTALL TEMPORARY
SILT FENCE (TYP)
INSTALL TEMPORARY
CONTROL FENCE (TYP)
INSTALL SPECIAL SEDIMENT
CONTROL FENCE (TYP)
INSTALL SPECIAL SEDIMENT
LIMITS OF DISTURBANCE, TYP
LIMITS OF DISTURBANCE, TYP
TPF TPF TPF TPF TPF TPF
14
N
A
D
8
3/
N
A
2
0
1
1
CLEARING AND GRUBBING PHASE
EROSION CONTROL PLAN SHEET
EC-5
)
4
-
C
E

T
E
E
H
S

E
E
S
(

0
5
+
7
6

A
T
S

-
L
-

E
NI
L
H
C
T
A
M
)
6
-
C
E

T
E
E
H
S

E
E
S
(

0
5
+
8
7

A
T
S

-
L
-

E
N
I
L
H
C
T
A
M
EC-11 FOR THE CONSTRUCTION PHASE.
GRUBBING PHASE OF THE PROJECT. SEE SHEET
THIS SHEET REPRESENTS THE CLEARING AND
CROSS SECTIONS AND MATTING SUMMARY SHEET.
NPDES GENERAL STORMWATER PERMIT. REFER TO
ON ALL SLOPES WITHIN 7 DAYS OR AS REQUIRED BY
CONTRACTOR SHALL PROVIDE SOIL STABILIZATION
NOTE: SLOPES ON THIS PROJECT ARE PRIMARILY 2:1.
7
0
+
0
0
CC C
C
C
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
C
C
18TREE
GV
15
"R
C
P
12
50QA
1 S F D
N

C
O
L
L
E
G
E

S
T
R
E
E
T
15
"
R
C
P
INV=392.72’
TOC=396.12’
CB-48
OUT=390.69’
IN=390.70’
TOC=395.99’
CB-49
CB-48
CB-49
LP
UNKNOWN #UNKNOWN #
EXISTING STORMDRAIN INFORMATION
13
141416
53QA
T
T
BRICK
CONCRETE
4AR
4AR
20
T
10IO
10IO
4AR
I
R
O
N

F
E
N
C
E
STONESTONE WALL (TYP)
IRON FENCE
BRICK WALL
CONCRETE
CONCRETE ASPHALT
MAGNOLIALARGE DRIPLINETREET
CONCRETE
8"
8"
T
3
9
7
.
4
0
’
S
2
8
3
9
’
14
"
W
E
X
IS
T

R
/
W
N/F
SOUTHEASTERN BAPTIST
THEOLOGICAL SEMINARY, INC
SOUTHEASTERN
BAPTIST
THEOLOGICAL
SEMINARY
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WAKE FOREST
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REV. No.:REVISION:DATE:DRAWN BY:CHECKED BY:
PRELIMINARY PLANS
DO NOT USE FOR CONSTRUCTION
INCOMPLETE PLANS
DO NOT USE FOR RW ACQUISITION
0
Copyright Kimley-Horn and Associates, Inc., 2014
shall be without liability to Kimley-Horn and Associates, Inc.
reliance on this document without written authorization and adoption by Kimley-Horn and Associates, Inc.
intended only for the specific purpose and client for which it was prepared. Reuse of and improper
This document, together with the concepts and designs presented herein, as an instrument of service, is
4020
CHECK, TYPE B
TEMPORARY ROCK SILT
TPF
TRAP, TYPE C
ROCK INLET SEDIMENT
CHECK, TYPE A
TEMPORARY ROCK SILT
(LABELED ON PLANS)
LIMITS OF DISTURBANCE
LEGEND
C F
TEMPORARY SILT FENCE
FENCE
SPECIAL SEDIMENT CONTROL
CONSTRUCTION ENTRANCE
TEMPORARY GRAVEL
CONSTRUCTION LIMIT
WITH BAFFLES
SKIMMER BASIN
TREE PROTECTION
DO NOT CUT TREE
WATTLE
"SILT SOCK"/FILTER SACK
INLET PROTECTION
PE NO. F-0102
PREPARED IN THE OFFICE OF:
P.O. BOX 33068 - RALEIGH, NORTH CAROLINA 27636-3068
PHONE: [phone] FAX: [phone]
PROJECT:
SHEET NUMBER:JOB NUMBER:
011311030
STADIUM DRIVE - COMPLETE STREETS
U-5515
NORTH AVE
-L-
N

C
O
LLE
G
E

S
T
(
U
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1
A
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N
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S
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TPF
N
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8
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1
1
CLEARING AND GRUBBING PHASE
EROSION CONTROL PLAN SHEET
EC-6
)
5
-
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T
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EC-12 FOR THE CONSTRUCTION PHASE.
GRUBBING PHASE OF THE PROJECT. SEE SHEET
THIS SHEET REPRESENTS THE CLEARING AND
CROSS SECTIONS AND MATTING SUMMARY SHEET.
NPDES GENERAL STORMWATER PERMIT. REFER TO
ON ALL SLOPES WITHIN 7 DAYS OR AS REQUIRED BY
CONTRACTOR SHALL PROVIDE SOIL STABILIZATION
NOTE: SLOPES ON THIS PROJECT ARE PRIMARILY 2:1.
CEMETERY
v
v
v
v
15"R
C
P
14PT
6
6
6
8
6
6
6
6
6
6
6
6
6
6PT
14
12
12
12
12
10
8
8PT 16PT
12PT
12PT
6PT
8PT
8PT
6
66
6
6PT
6PT
8PT10QA
10QA
10JV 12JV
6JV
14PT
8JV
8JV 8JV8JV
8JV 10JV
10JV
10JV 10JV8JV 8JV 11JV 11JV 11JV 11JV
12 14PT
10QA
12QA
12QA
12QA
12QA
11JV 11JV 11JV 11JV
6
6
8
8
8
14 12
12
12 8
8IO
6JV
14QA
10QA
14LI
6
6
6
16PT
6
8
12PT
10PT
12PT
8
8
12
8
10
8
10 8
16PT
8PT
10108PT
14PT
8PT15PT
15PT
12PT
12PT
8PT
6
6
8
10PT
10PT
10PT
10
6PT
6PT
12PT
8PT
8PT
8PT
8PT
8PT
12PT
12PT
6
6
6
6
8PT
14PT
8
8
8
8
8
8
20PT8
8
8
12
6
6
12PT
8PT
8PT
12PT
16PT
8
18QA
16QA
12QA22QA
20QA
20QA
14QA
14QA20QA
12PT
12PT
6
10 12PT
OUT=336.12’
IN=336.17’
RIM=345.77’
SSMH
8"PVC
8
"P
V
C
8"DIP
OUT=342.69’
IN=346.89’
RIM=352.89’
SSMH
15"RCP
INV =335.09’
INV=335.37’
15"RCP
INV=341.54’
15"RCP
INV=360.74’
15"RCP
INV=357.83’
3
0"
R
C
P
INV=352.18’
FES
18"RCP
INV=337.22’
INV=333.16’
INV=364.03’
FES
15"CMP
PO ST
W ITN E SS
T T
T
2 S BK APTS
1 S F D
1 S BK D
1 S BK D
2 S F APTS
1 S F D
2 S F D
2 S F D
2 S F D
2 S F D
INV=359.93’
INV=350.20’
FES
8
"P
V
C
80-02
INV=370.75’
TOC=377.00’
CB-1
CB-1
90-02
91-06
91-04
91-03
CB-2
CB-8
INV=362.44’
TOC=369.29’
CB-2
UNKNOWN #
LP
LP
LP
91-01
EXISTING STORMDRAIN INFORMATION
G
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CONCRETE
ASPHALT
ASPHALT
ASPHALT
CHAIN ROPE
WOOD
WOOD
CT
W
O
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D
W
O
O
D
WOOD/VINYL
C
ON
C
R
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T
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GUY POLE
GUY POLE
50.17’
S5256’33"E
N 33 28’4"W8.00’
N/F
GEORGE R. WOOTEN JR.
N/F
MACKIE FAMILY, LLC
N/F
MACKIE FAMILY, LLC
N/F
SOUTHEASTERN BAPTIST
THEOLOGICAL SEMINARY, INC
N
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M
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N/F
MEOLDY HARRIS
N/F
MARLOWE & MOYE, LLC
N/F
ANDY. D. GILLELAND
N/F
CHRISTOPHER J. &
LISA R. SIEMERS
N/F
STAFFORDSHIRE
HOA, INC.
N/F
SOUTHEASTERN BAPTIST
THEOLOGICAL SEMINARY, INC
N
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N/F
CARSON E. &
CONNIE ANN CHAVIS
N/F
JORDAN M. &
WENDY STEARNS
SEBTS
CEMETARY
STADIUM DRIVE
TOWN HOMES
N/F
NORTH FOREST
APARTMENT, LLC
STAFFORDSHIRE
340
340
3
4
0
345
3
4
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345
345
3
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0
350
3
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355
355
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360
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360
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365
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365
365
365
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REV. No.:REVISION:DATE:DRAWN BY:CHECKED BY:
PRELIMINARY PLANS
DO NOT USE FOR CONSTRUCTION
INCOMPLETE PLANS
DO NOT USE FOR RW ACQUISITION
0
Copyright Kimley-Horn and Associates, Inc., 2014
shall be without liability to Kimley-Horn and Associates, Inc.
reliance on this document without written authorization and adoption by Kimley-Horn and Associates, Inc.
intended only for the specific purpose and client for which it was prepared. Reuse of and improper
This document, together with the concepts and designs presented herein, as an instrument of service, is
4020
CHECK, TYPE B
TEMPORARY ROCK SILT
TPF
TRAP, TYPE C
ROCK INLET SEDIMENT
CHECK, TYPE A
TEMPORARY ROCK SILT
(LABELED ON PLANS)
LIMITS OF DISTURBANCE
LEGEND
C F
TEMPORARY SILT FENCE
FENCE
SPECIAL SEDIMENT CONTROL
CONSTRUCTION ENTRANCE
TEMPORARY GRAVEL
CONSTRUCTION LIMIT
WITH BAFFLES
SKIMMER BASIN
TREE PROTECTION
DO NOT CUT TREE
WATTLE
"SILT SOCK"/FILTER SACK
INLET PROTECTION
PE NO. F-0102
PREPARED IN THE OFFICE OF:
P.O. BOX 33068 - RALEIGH, NORTH CAROLINA 27636-3068
PHONE: [phone] FAX: [phone]
PROJECT:
SHEET NUMBER:JOB NUMBER:
011311030
STADIUM DRIVE - COMPLETE STREETS
U-5515
( Not to Scale)
SPECIAL LATERAL ’V’ DITCH
D
d
2:
1
Max. d=1 Ft.
Min. D=1 Ft.
Type of Liner= PSRM
Ground
Natural
2:1
Slope
Fill
FROM STA. 30+00 TO STA. 32+00 RT
DETAIL 1
FROM STA. 32+00 TO STA. 34+00 RT
( Not to Scale)
SPECIAL LATERAL ’V’ DITCH
2:
1 D
Min. D=1 Ft.
DETAIL 2
Ground
Natural
Slope
Fill2:1
TPF TPF TPF TPF TPF
TPF TPF TPF T
P
F TPF TPF
TPF TPF TPF TPF
TPF
TPF TPF TPF TPF
STADIUM DR (SR 1930)
-L-
STADIUM DR (SR 1930)-L-
OLD STADIUM DR
-Y1-
G
LEN
C
O
E
D
R
-
Y2
-
STAGING AREA
STOCKPILE/
STAGING AREA
STOCKPILE/
2 ft. weir height
Silt Check Type A
Temporary Rock
CONCRETE TRUCK CLEANOUT
TEMPORARY CONSTRUCTION ACCESS/
SILT FENCE (TYP)
INSTALL TEMPORARY
SILT FENCE (TYP)
INSTALL TEMPORARY
FENCE (TYP)
INSTALL TREE PROTECTION
CONTROL FENCE (TYP)
INSTALL SPECIAL SEDIMENT
CONTROL FENCE (TYP)
INSTALL SPECIAL SEDIMENT
LIMITS OF DISTURBANCE, TYP
LIMITS OF DISTURBANCE, TYP
FINAL DITCH (TYP)
INSTALL WATTLES IN
FINAL DITCH (TYP)IN
INSTALL CHECK DAMS
STA 30+00 TO 32+00 RT
TO STABILIZE
AFTER DITCH GRADING
INSTALL PSRM IMMEDIATELY
STA 32+00 TO 34+00
STRAW WITH NET
INSTALL TEMPORARY LINER:
N
A
D 83/N
A 2011
EC-7
SITE DESCRIPTION
SOIL STABILIZATION TIMEFRAMES
STABILIZATION TIME TIMEFRAME EXCEPTIONS
NPDES GENERAL STORMWATER PERMIT
PERIMETER 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
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
NONE
NATURAL RESOURCES DIVISION OF WATER QUALITY.
ISSUED BY THE NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND
NCG-010000 GENERAL CONSTRUCTION PERMIT EFFECTIVE AUGUST 3, 2011
WITH THE REGULATIONS SET FORTH BY THE
THESE EROSION AND SEDIMENT CONTROL PLANS COMPLY
CONSTRUCTION PHASE
EROSION CONTROL SHEET
)
8
-
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T
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(

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THE CLEARING AND GRUBBING PHASE.
PHASE OF THE PROJECT. SEE SHEET EC-1 FOR
THIS SHEET REPRESENTS THE CONSTRUCTION
CROSS SECTIONS AND MATTING SUMMARY SHEET.
NPDES GENERAL STORMWATER PERMIT. REFER TO
ON ALL SLOPES WITHIN 7 DAYS OR AS REQUIRED BY
CONTRACTOR SHALL PROVIDE SOIL STABILIZATION
NOTE: SLOPES ON THIS PROJECT ARE PRIMARILY 2:1.
2
5
+
0
0
3
0
+
0
0
F
F
F
F
F
F
F
C C F F F
C C
C
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F
F
F
F F
F
F
F
F
C
C
F
F
F
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3
4
0
340345
345
350355
360
3
6
5
370
370370
3
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5
v
v
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18 "RC P
15"RCP
15"RCP
15"RCP18"RCP
INV=299.01’
FES
24"RCP
18"R
C
P
8PT
8PT
8PT
16PT
16PT
16LI
6PT
24 2412 10 10 10
10
10
10
14PT
14PT
14PT
14PT
14PT
16MG 16MG 11JV11JV
11JV
11JV
11JV
11JV
8PT
16PT
14
14PT
10
10
16PT
8PT
10PT
8PT
16PT 8PT
8PT 12PT
12PT
14PT
12PT
12PT
6PT
16PT 12PT
10PT
8PT
12PT
10PT
8PT
8PT 8PT
8PT
10PT
10PT
10PT
10PT
12PT
6PT
6PT
6PT
10PT6PT
6PT
10PT10PT
26PT
12
12
16LI
16LI 16LI
16LI
8 6
6
6 10
10
30QA 20QA
14LI
10
14
10 14
10
24PT
24 16LI16LI
8"D
IP
8"DIP
OUT=308.38’
IN=308.43’
RIM=316.53’
SSMH
8"DIP
4
"
P
V
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1
5
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R
C
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24"RCP
18
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C
P
15
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C
P
12
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C
P
15"RCP
15"RCP
INV=335.09’INV=333.38’
8
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IP
T
T T
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2 S BR APTS
2 S BR APTS
1 S F D2 S BK APTS
1 S F D
1 S F D
2 S F D
2 S F D
2 S F APTS
2 S F APTS
2 S F APTS
1
S
F
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STADIUM DRIVE
W
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8
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V
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91-02 01-04
01-03
02-07
02-05
02-03
02-02
13-11
OUT=333.37’
IN=333.47’
TOC=337.32’
CB 3
OUT=331.73’
IN=332.03’
TOC=336.83’
CB-6
OUT=340.58’
RIM=344.48’
CB-8
CB-3 CB-5
CB-6CB-7
OUT=326.85’
IN=328.50’
TOC=333.20’
CB-5
OUT=332.46’
TOC=336.96’
CB-7
OUT=332.81’
IN=332.96’
RIM=335.86’
DI-4
DI-4
OUT=302.98’
IN(NW)=303.73’
IN(SW)=304.93’
TOC=309.53’
CB-11
OUT=312.76’
RIM=320.56’
CB-12
OUT=310.58’
IN=311.18’
TOC=317.88’
CB-9
CB-9
CB-12
CB-11
OUT=286.54’
IN=286.80’
TOC=292.55’
CB-14
CB-13
CB-16
CB-15
CB-14
OUT=294.07’
IN(NW)=295.47’
IN(SE)=294.12’
TOC=301.22’
CB-13
INV=288.82’
TOC=292.47’
CB-15
INV=NOT ACCESSABLE
TOC=301.20’
CB-16
CB-10
OUT=318.93’
IN=320.88’
RIM=328.58’
CB-10
OUT=291.55’
IN=291.65’
RIM=302.65’
JB-20
LP
02-03
13-10
EXISTING STORMDRAIN INFORMATION
OUT=330.50’
IN=330.61’
TOP=332.67’
WOOD/VINYL
VINYL FENCE
C
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L
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F
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APPROX 148’ OF 15" RCP
TOP OF PIPE EXPOSED
15
6
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0
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3
5
3
8
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14
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E
123.53’
N5246’34"W
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99.84’
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99.89’
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49.41’
S5157’0"E
49.76’
S5124’1"E
49.00’
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49.17’
S4848’46"E
48.54’
S4727’54"E
49.27’
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50.93’
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50.83’
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101.09’
N4845’39"W
99.20’
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2
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67.03’
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EXIST R/W
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N/F
NORTH FOREST
APARTMENT, LLC
N/F
NORTH FOREST
APARTMENT, LLC
N/F
GEORGE J. AUSTIN
N/F
DAVID & ELLEN I. YOUNG
N/F
ERIC & KERI RUSH
N/F
SOUTHEASTERN BAPTIST
THEOLOGICAL SEMINARY, INC
N/F
CITADEL PINE FOREST
MEMORIAL GARDENS, LLC
N/F
DWAYNE D. ROSS
N/F
JAMES M. & CHRISTINA
R. LYERLY JR.
N/F
WILLIAM M. &
JILL G. MABE
N/F
NICOLE M. CEBULA
N/F
GEORGE J. AUSTIN
M
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/
F
M
E
O
L
D
Y

H
A
R
R
IS
SWANS COVE
NORTH FOREST
APARTMENTS
PINE FOREST
MEMORIAL
GARDENS
2
9
5
295
2
9
5
295
2
9
5
3
0
0
3 0 0
300
3
0
0
3
0
5
3
0
5
310
3
10
315
3
15
315
3
2
0
3
2
0
320
3
2
0
3
2
0
3
2
5
325
3
2
5
325
3
2
5
330
330
3
3
0
3
3
0
335
335
335
340
3
4
0
340
340
6
/
16
/
2
0
14
K
:
\
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A
L
_
R
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a
d
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113
110
3
0

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5
5
15
\
P
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a
n
\
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a
n

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o
l
\
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5
5
15
_
E
C
_
8
.d
g
n
REV. No.:REVISION:DATE:DRAWN BY:CHECKED BY:
PRELIMINARY PLANS
DO NOT USE FOR CONSTRUCTION
INCOMPLETE PLANS
DO NOT USE FOR RW ACQUISITION
0
Copyright Kimley-Horn and Associates, Inc., 2014
shall be without liability to Kimley-Horn and Associates, Inc.
reliance on this document without written authorization and adoption by Kimley-Horn and Associates, Inc.
intended only for the specific purpose and client for which it was prepared. Reuse of and improper
This document, together with the concepts and designs presented herein, as an instrument of service, is
4020
PE NO. F-0102
PREPARED IN THE OFFICE OF:
P.O. BOX 33068 - RALEIGH, NORTH CAROLINA 27636-3068
PHONE: [phone] FAX: [phone]
PROJECT:
SHEET NUMBER:JOB NUMBER:
011311030
STADIUM DRIVE - COMPLETE STREETS
U-5515
FROM STA. 43+65 TO STA. 44+50 RT
( Not to Scale)
SPECIAL LATERAL ’V’ DITCH
2:
1 D
Min. D=1 Ft.
DETAIL 2
Ground
Natural
Slope
Fill2:1
TPF TPF
TPF TPF TPF TPF TPF TPF TPF TPF
TPF TPF TPF TPF TPF TPF TPF TPF TPF TPF TPF TPF TPF TPF TPF
TPF
TPF
TPF TPF
T
P
F
TPF
TPF
-
Y
3
-
R
D

N
A
W
S

G
N
I
L
T
S
I
H
W
STADIUM DR (SR 1930)
-L-
T
P
F
U
N
D
E
R

D
IS
T
R
IB
U
T
IO
N

L
IN
E
S
.
C
O
N
T
R
A
C
T
O
R

T
O

U
S
E

C
A
U
T
IO
N

F
E
N
C
E

A
S

S
H
OW
N

O
N

P
LA
N
S
.
IN
S
T
A
L
L

T
R
E
E

P
R
O
T
E
C
T
IO
N

SILT FENCE (TYP)
INSTALL TEMPORARY
SILT FENCE (TYP)
INSTALL TEMPORARY
FENCE (TYP)
INSTALL TREE PROTECTION
CONTROL FENCE (TYP)
INSTALL SPECIAL SEDIMENT
CONTROL FENCE (TYP)
INSTALL SPECIAL SEDIMENT
LIMITS OF DISTURBANCE, TYP
LIMITS OF DISTURBANCE, TYP
2.0 ft. weir height
Silt Check Type A
Temporary Rock
STA 43+65 TO STA 44+50 RT
STRAW WITH NET
INSTALL TEMPORARY LINER:
2
9
5
300
3
0
5
310
3 15
3
2
0
3
2
5
325
330
330
335
335
N
A
D 83/N
A 2011
DO NOT CUT TREE
TEMPORARY SILT FENCE
FENCE
SPECIAL SEDIMENT CONTROL
CONSTRUCTION ENTRANCE
TEMPORARY GRAVEL
CONSTRUCTION LIMIT
WITH BAFFLES
SKIMMER BASIN
C F
LEGEND
TPFTREE PROTECTION
CHECK, TYPE B
TEMPORARY ROCK SILT
TRAP, TYPE C
ROCK INLET SEDIMENT
CHECK, TYPE A
TEMPORARY ROCK SILT
(LABELED ON PLANS)
LIMITS OF DISTURBANCE
WATTLE
EC-8
)
7
-
C
E

T
E
E
H
S

E
E
S
(

5
2
+
4
3

A
T
S

-
L
-

E
N
I
L
H
C
T
A
M
)
9
-
C
E

T
E
E
H
S

E
E
S(

0
5
+
5
4
A
T
S

-L
-

E
NIL
HC
TAM
CONSTRUCTION PHASE
EROSION CONTROL PLAN SHEET
"SILT SOCK"/ FILTER SACK
INLET PROTECTION
THE CLEARING AND GRUBBING PHASE.
PHASE OF THE PROJECT. SEE SHEET EC-2 FOR
THIS SHEET REPRESENTS THE CONSTRUCTION
CROSS SECTIONS AND MATTING SUMMARY SHEET.
NPDES GENERAL STORMWATER PERMIT. REFER TO
ON ALL SLOPES WITHIN 7 DAYS OR AS REQUIRED BY
CONTRACTOR SHALL PROVIDE SOIL STABILIZATION
NOTE: SLOPES ON THIS PROJECT ARE PRIMARILY 2:1.
3
5
+
0
0
4
0
+
0
0
4
5
+
0
0
F
F
F F
F F F
F F
F
F
F
F
F
F
F
F
F
F
C
F
F
F
F
F
F
C
C
C
CC
CCCF
F
C
v
RIP RAP
RIP RAP
INV=286.40’
FES
8"DIP
18"RCP
INV=270.28’
18"RCP36"RCP
36"RCP
SS
36"RCP
36"RCP
3
6
"R
C
P
INV=272.89’
STADIUM DRIVE
MC
D
O
WE
L
L

DR
IV
E
M
C
D
O
W
E
L
L

D
R
IV
E INV=257.55’
FES
INV=270.34’
FES
13-08
13-07
13-02
23-02
24-02
24-03
34-10
CL INV=276.98’
TOC=281.53’
CB-17
CB-17
OUT=270.29’
IN=270.38’
TOC=376.50’
CB-23
CB-23
OUT=258.42’
IN=(NW)=266.22’
IN(SE)=268.57’
TOC=272.22’
CB-24
OUT=268.58’
IN=268.68’
TOC=272.13’
CB-25
OUT=268.61’
TOC=272.14’
CB-26
CB-26CB-25CB-24DI-18
OUT=275.70’
RIM=280.05’
DI-18
ACCESSABLE
INV=NOT
RIM=277.55’
DI-19
JB-21 JB-22
OUT=273.61’
IN=273.91’
RIM=279.61’
21JB-
OUT=272.18’
IN=273.08’
RIM=278.43’
22JB-
RIP RAP
13-03
LP
UNKNOWN #
UNKNOWN #
UNKNOWN #
EXISTING STORMDRAIN INFORMATION
15"RCP
CONCRETE CONCRETE
2@48" RCP
4
2
" R
C
P
v
v
ROCK STEP POOL
EXISTING
18"RCP
18"
R
C
P
DI-19
N/F
SOUTHEASTERN BAPTIST
THEOLOGICAL SEMINARY, INC
WAKE COUNTY BOARD
OF EDUCATION
N/F
SOUTHEASTERN BAPTIST
THEOLOGICAL SEMINARY, INC
N/F
SOUTHEASTERN BAPTIST
THEOLOGICAL SEMINARY, INC
N/F
PHYLLIS KAY PLEASANTS
N/F
KIMBERLY C. & WILLIAM W. VERNAL
PASCAL
GOLF
COURSE
FLETCHER
VILLAGE
N/F
ERIC & KERI RUSH
260
260
2
6
0
2
6
0
260
260
2
6
0
2
6
0
260
260265
2
6
5
265
26 5
265
265
265
265
2
6
5
265
265
2
7
0
2
7
0
2
7
0
270
270
2
7
0
270
270
270
270
2
7
0
2
7
0
270
270
275
275
275
275
275
275
275
275
2
7
5
2
7
5
280
280
2
8
0
2
8
0
280
280
2
8
0
2
8
0
280
285
285
285
285
285
2
8
5
2
8
5
2
8
5
290
290
290
2
9
0
290
290
295
2
9
5
295
3
0
0
6
/
16
/
2
0
14
K
:
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A
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_
R
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a
d
w
a
y
\
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113
110
3
0

-

U
-
5
5
15
\
P
l
a
n
\
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a
n

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t
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s
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o
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C
o
n
t
r
o
l
\
u
5
5
15
_
E
C
_
9
.d
g
n
REV. No.:REVISION:DATE:DRAWN BY:CHECKED BY:
PRELIMINARY PLANS
DO NOT USE FOR CONSTRUCTION
INCOMPLETE PLANS
DO NOT USE FOR RW ACQUISITION
0
Copyright Kimley-Horn and Associates, Inc., 2014
shall be without liability to Kimley-Horn and Associates, Inc.
reliance on this document without written authorization and adoption by Kimley-Horn and Associates, Inc.
intended only for the specific purpose and client for which it was prepared. Reuse of and improper
This document, together with the concepts and designs presented herein, as an instrument of service, is
4020
PE NO. F-0102
PREPARED IN THE OFFICE OF:
P.O. BOX 33068 - RALEIGH, NORTH CAROLINA 27636-3068
PHONE: [phone] FAX: [phone]
PROJECT:
SHEET NUMBER:JOB NUMBER:
011311030
STADIUM DRIVE - COMPLETE STREETS
U-5515
TPF TPF TPF TPF TPF TPF
T
PF
T
P
FTPF
TPF
TPF
TPF
TPF
TPF
STADIUM DR (SR 1930)
-L-
M
c
D
O
W
E
LL
D
R
-
Y
4
-
RD LLEWODcM
-5Y-
STADIUM DR (SR 1930)
-L-
RI
C
H
L
A
N
D
C
R
E
E
K
RICHLAND CREEK
STAGING AREA
STOCKPILE/
TPF TPF TPF TPF TPF TPF TPF TPF TPF
3.5 ft. weir height
Silt Check Type A
Temporary Rock
UNDER DISTRIBUTION LINES.
CONTRACTOR TO USE CAUTION
FENCE AS SHOWN ON PLANS.
INSTALL TREE PROTECTION
CONCRETE TRUCK CLEANOUT
TEMPORARY CONSTRUCTION ACCESS/
FLOW ALONG SILT FENCE (TYP)
SILT FENCE AS NEEDED TO DIFFUSE
INSTALL J-HOOK AND REINFORCED
PIPE INLET PROTECTION
RETAIN AND MAINTAIN EXISTING
FLOW ALONG SILT FENCE (TYP)
SILT FENCE AS NEEDED TO DIFFUSE
INSTALL J-HOOK AND REINFORCED
FENCE (TYP)
INSTALL TREE PROTECTION SILT FENCE (TYP)
INSTALL TEMPORARY
SILT FENCE (TYP)
INSTALL TEMPORARY
CONTROL FENCE (TYP)
INSTALL SPECIAL SEDIMENT
CONTROL FENCE (TYP)
INSTALL SPECIAL SEDIMENT
LIMITS OF DISTURBANCE, TYP
LIMITS OF DISTURBANCE, TYP
THE PROPOSED BASIN
THE STORM SYSTEM TO
TO DIRECT ALL RUNOFF IN
GRADING IS COMPLETED
PLUG 18" RCP UNTIL FINAL
INSTALL 18" FLEXIBLE PIPE

BIORENTENTION AREA
BASIN AND REPLACE WITH
- AFTER SITE IS STABILIZED REMOVE
- CONSTRUCT BEFORE C&G PHASE
BASIN SEQUENCE:
1.0 ft. weir height
Silt Check Type A
Temporary Rock
PIPE AND INSTALL 12" RCP
STABILIZED REMOVE 18" FLEXIBLE
AREA IS CONSTRUCTED AND
GRADING AND AFTER BIORETENTION
UPON COMPLETION OF FINAL
POSITIVE DRAINAGE TO BASIN
CLEAN OUT PIPE OUTLET TO ENSURE
STA. 53+18 TO STA 53+40 LT
ON SLOPE AS WORK ALLOWS.
PLACE MATTING FOR EROSION CONTROL
ID 6.1
8 ft. weir
Orifice Diameter
with 1.75 inch
2.0 inch Skimmer
102’ x 35’ x 3’
ID 6.2
8 ft. weir
Orifice Diameter
with 2 inch
2 inch Skimmer
82’ x 60’ x 3’
LIMITS OF DISTURBANCE, TYP
THE END OF EACH WORK DAY.
GROUND COVER SHALL BE PROVIDED AT
A MINIMUM OF 3 CONSECUTIVE DAYS.
DRY WEATHER IS FORECASTED FOR
THIS AREA SHALL BE PERFORMED WHEN
CONSTRUCTION IN THIS AREA. WORK IN
TO NOTIFY TOWN ENGINEER PRIOR
STABILIZE.
PER DETAIL 3. INSTALL PSRM TO
BASIN AND RESTORE BANKS OF SWALE
- AFTER SITE IS STABILIZED REMOVE
- CONSTRUCT BEFORE C&G PHASE
BASIN SEQUENCE:
THE END OF EACH WORK DAY.
GROUND COVER SHALL BE PROVIDED AT
A MINIMUM OF 3 CONSECUTIVE DAYS.
DRY WEATHER IS FORECASTED FOR
THIS AREA SHALL BE PERFORMED WHEN
CONSTRUCTION IN THIS AREA. WORK IN
NOTIFY TOWN ENGINEER PRIOR TO
EACH WORK DAY.
SHALL BE PROVIDED AT THE END OF
CONSECUTIVE DAYS. GROUND COVER
FORECASTED FOR A MINIMUM OF 3
BE PERFORMED WHEN DRY WEATHER IS
IS COMPLETE. WORK IN THIS AREA SHALL
STABILIZED UNTIL PIPE INSTALLATION
ARE INSTALLED TO KEEP CHANNEL
SHALL BE REMOVED AS PIPE SEGMENTS
EXISTING RIP RAP IN CHANNEL
CLEARED ACCESS ROAD
ALONG EXISTING ENTRANCE
INSTALL CONSTRUCTION
270
270275
275
275
2
8
0
2
8
0
285
2
8
5
290
2
9
0
295
N
A
D 83/
N
A 2011
EC-9
)
8
-
C
E

T
E
E
H
S

E
E
S
(

0
5
+
5
4

A
T
S

-
L
-

E
N
I
L
H
C
T
A
M
5
5
+
0
0
CHECK, TYPE B
TEMPORARY ROCK SILT
TPF
TRAP, TYPE C
ROCK INLET SEDIMENT
CHECK, TYPE A
TEMPORARY ROCK SILT
(LABELED ON PLANS)
LIMITS OF DISTURBANCE
LEGEND
C F
TEMPORARY SILT FENCE
FENCE
SPECIAL SEDIMENT CONTROL
CONSTRUCTION ENTRANCE
TEMPORARY GRAVEL
CONSTRUCTION LIMIT
WITH BAFFLES
SKIMMER BASIN
TREE PROTECTION
DO NOT CUT TREE
WATTLE
THE CLEARING AND GRUBBING PHASE.
PHASE OF THE PROJECT. SEE SHEET EC-3 FOR
THIS SHEET REPRESENTS THE CONSTRUCTION
CONSTRUCTION PHASE
EROSION CONTROL PLAN SHEET
)01
-C
E
T
E
E
H
S
E
E
S( 0
5
+
6
5
A
T
S
-L
- E
N
IL
H
C
T
A
M
"SILT SOCK"/ FILTER SACK
INLET PROTECTION
CROSS SECTIONS AND MATTING SUMMARY SHEET.
NPDES GENERAL STORMWATER PERMIT. REFER TO
ON ALL SLOPES WITHIN 7 DAYS OR AS REQUIRED BY
CONTRACTOR SHALL PROVIDE SOIL STABILIZATION
NOTE: SLOPES ON THIS PROJECT ARE PRIMARILY 2:1.
5
0
+
0
0

3:13:
1
D
( Not to Scale)
STANDARD BASE DITCH
B
d
STA. 49+07 RT
DETAIL 3
B= 3 Ft.
Max. d= 1 Ft.
Min. D= 1.5 Ft.
*When B is < 6.0’
Type of Liner= PSRM
Ground
Natural
Ground
Natural
F F F F
F F
F F
F
F F
F
F
FFFF
C
C
C
C
F
F
F
F
F
F
C
C
F
F
F
F
F
F
v
v
RIP RAP
RIP RAP
15
"R
C
P
26
28PT
30PT
24QA 18QA
18QA
16QA
24QA
48QA 42QA
8 6 48QA
16LI 16LI
16LI
16LI
16LI
16LI9
16LI
16LI
16LI 16LI
9
8
INV=291.50’
18"RCP
INV=292.77’
1 S BK D1 S BK D1 S BK D1 S BK D
1 S BK D
STADIUM DRIVE
34-02 35-03
35-02 36-05
36-04
OUT=319.72’
TOC=322.87’
CB-27
CB-27
CB-28
OUT=337.25’
TOC=342.02’
CB-29
CB-29
36-03
LP
46-07
INV=318.84’FES
EXISTING STORMDRAIN INFORMATION
15"RCP
OUT=336.63’
IN=337.18’
TOC=341.92’
CB
15"
R
CP
CONCRETE
CONCRETE
BY TOW TV CAMERA
LINE WAS DETECTED
UNDERGROUND JB?
18
"
R
C
P
OUT=327.20’
IN=327.57’
RIM=333.30’
CONCRETE CB-28
COVERING STR
DUE TO SIDEWALK
NOT ACCESSABLE
INVERTS ARE
FLOWLINE ELV.=318.57
CURB CUT
CONCRETE
CONCRETE
15"RCP
CONCRETE
CONCRETE
8"
12"DIP
12"DIP
12"
8
"
CONCRETE
ABOUT 22’ UP THE PIPE.
THROUGH THE STORM PIPE
THERE IS A UTILITY LINE BORED
133.49’
N6618’10"W
294.85’
N6749’17"W
555.82’
N6749’17"W
63.90’
S664’42"E
93.92’
S6748’8"E
45.69’
S685’37"E
S2154’23"W
3.84’N2211’54"E
2.81’
S2355’18"W
2.53’
N680’12"W
25.98’
S6748’8"E 221.41’409.93’
S685’37"E 154.31’
S6128’10"E
13.78’
C33
C34
C37
EXIST R/W
EXIST R/W
EXIST R/W
EXIST R/W
N/F
WAKE COUNTY BOARD
OF EDUCATION
N/F
SOUTHEASTERN BAPTIST
THEOLOGICAL SEMINARY, INC
WAKE FOREST
HIGH SCHOOL
RICE CIRCLE
DUPLEX
APARTMENTS
270
270
270
270
275 275
275
2
7
5
280
280
280
2
8
5
285
285
285
2
9
0
290
290
290
295
295
295
2
9
5
2
9
5
2
9
5
300300
300
300
305
305
305
305
310
3
1
0
310
310
315
315
315
315
315
315
315
315
320
320
320
320
320
325
325
325
325
3
3
0
330
330
330
335
3
3
5
340
340
3
4
0
345
3
4
5
345
3
5
0
350
350
355
360
6
/
16
/
2
0
14
K
:
\
R
A
L
_
R
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a
d
w
a
y
\
0
113
110
3
0

-

U
-
5
5
15
\
P
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a
n
\
P
l
a
n

S
h
e
e
t
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\
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s
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n

C
o
n
t
r
o
l
\
u
5
5
15
_
E
C
_
10
.d
g
n
REV. No.:REVISION:DATE:DRAWN BY:CHECKED BY:
PRELIMINARY PLANS
DO NOT USE FOR CONSTRUCTION
INCOMPLETE PLANS
DO NOT USE FOR RW ACQUISITION
0
Copyright Kimley-Horn and Associates, Inc., 2014
shall be without liability to Kimley-Horn and Associates, Inc.
reliance on this document without written authorization and adoption by Kimley-Horn and Associates, Inc.
intended only for the specific purpose and client for which it was prepared. Reuse of and improper
This document, together with the concepts and designs presented herein, as an instrument of service, is
4020
CHECK, TYPE B
TEMPORARY ROCK SILT
TPF
TRAP, TYPE C
ROCK INLET SEDIMENT
CHECK, TYPE A
TEMPORARY ROCK SILT
(LABELED ON PLANS)
LIMITS OF DISTURBANCE
LEGEND
C F
TEMPORARY SILT FENCE
FENCE
SPECIAL SEDIMENT CONTROL
CONSTRUCTION ENTRANCE
TEMPORARY GRAVEL
CONSTRUCTION LIMIT
WITH BAFFLES
SKIMMER BASIN
TREE PROTECTION
DO NOT CUT TREE
WATTLE
"SILT SOCK"/FILTER SACK
INLET PROTECTION
PE NO. F-0102
PREPARED IN THE OFFICE OF:
P.O. BOX 33068 - RALEIGH, NORTH CAROLINA 27636-3068
PHONE: [phone] FAX: [phone]
PROJECT:
SHEET NUMBER:JOB NUMBER:
011311030
STADIUM DRIVE - COMPLETE STREETS
U-5515
O
O
TPF TPF TPF TPF TPF TPF TPF TPF
TPF TPF T
P
F
TPF TPF
T
P
F TPF TPF
T
P
F
TPF
TPF TPF
T
P
F TPF TPF TPF
TPF TPF TPF TPF
T
P
F
TPF TPF TPF TPF TPF TPF TPF TPF TPF
STADIUM DR (SR 1930)
-L-RD NOSDUJ
-6Y-
RIP RAP CHANNEL
RETAIN EXISTING
SILT FENCE (TYP)
INSTALL TEMPORARY
FENCE (TYP)
INSTALL TREE PROTECTION
FENCE (TYP)
INSTALL TREE PROTECTION
FLOW ALONG SILT FENCE (TYP)
SILT FENCE AS NEEDED TO DIFFUSE
INSTALL J-HOOK AND REINFORCED
CONTROL FENCE (TYP)
INSTALL SPECIAL SEDIMENT
TPF TPF
LIMITS OF DISTURBANCE, TYP
LIMITS OF DISTURBANCE, TYP
TPF TPF
TPF
TPF TPF
TPF
TPF TPF TPF TPF TPF
2
9
5
295
3
0
0
300
305
305
3
10
3
15
320
325
3
3
0
3
3
5
3
4
0
345
350
13
N
A
D
8
3/
N
A
2
0
1
1
PARKING LOT / STADIUM DRIVE -L- RELATIONSHIP
)
9
-
C
E

T
E
E
H
S

E
E
S
(

0
5
+
6
5

A
T
S

-
L
-

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N
I
L
H
C
T
A
M
CONSTRUCTION PHASE
EROSION CONTROL PLAN SHEET
EC-10
)11
-
C
E

T
E
E
H
S

E
E
S(

0
5
+
7
6

A
T
S

-L
-

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NIL
H
C
T
AM
THE CLEARING AND GRUBBING PHASE.
PHASE OF THE PROJECT. SEE SHEET EC-4 FOR
THIS SHEET REPRESENTS THE CONSTRUCTION
CROSS SECTIONS AND MATTING SUMMARY SHEET.
NPDES GENERAL STORMWATER PERMIT. REFER TO
ON ALL SLOPES WITHIN 7 DAYS OR AS REQUIRED BY
CONTRACTOR SHALL PROVIDE SOIL STABILIZATION
NOTE: SLOPES ON THIS PROJECT ARE PRIMARILY 2:1.
6
0
+
0
0
6
5
+
0
0

F
F
F F
F F F
C
C
C
C
F
C
C
C
C
C
C
F
F
WM
S
GRAVEL
R
I
P
R
A
P
15"
R
CP
15"
R
CP
S
18"
RC
P
12’RCP
8
8
6
16LI 16LI 16LI
16LI 16LI
16LI
16LI
16LI16LI
16LI
16LI
16LI
16LI
16LI
16LI
16LI
16LI
16LI
16LI
42QA
6
6
6
6
6
6
24PT
42QA
16LI
16LI
16LI
16LI
16LI
16LI
8
8
8
6
16LI
16LI
16LI
16LI
16LI
16LI
16LI 16LI
16LI
16LI
8
10
14QA
ST ST
ST
ST
S8"CLAY
8
"
C
L
A
Y 6
"C
L
A
Y
6"C LA Y 6"CLAY
24"RCP
2
4
"R
C
P
S
S
18 "R
C
P
24"CPP
CULVERT2.33’ X 2.50’ BRICK 18"CMP
18
"R
C
P
12"RCP
2
4
"R
C
P
15
"R
C
P
12"RCP
18
"C
P
P
OUT=392.99’
IN=393.03’
RIM=394.72’
SSMH
121414
16
10
10
8
10
8
8
21JV
18JV
18MG
33
14JV
8"CLAY
24"CPP
2
4
"C
L
A
Y
INV=380.36’
T
T
1 S BR
STONE WALL
S
T
O
N
E

W
A
L
L
S
T
O
N
E

W
A
L
L
STEPS
2 S BR SCHOOL
3 S BR SCHOOL
1 S BR D
1 S BR D
R
O
C
K

S
P
R
IN
G

R
O
A
D
N

W
IN
G
A
T
E

S
T
R
E
E
T
STADIUM DRIVE
STEAM
16LI
37-05
47-08
46-05
46-06
48-11
48-09
48-02
48-07
37-06
48-03
48-05
48-13 48-14
CB-30
CB-31
CB-32
INV=351.02’
TOC=355.37’
CB-30
OUT=354.30’
IN=354.36’
TOC=356.98’
CB-31
OUT=354.38’
TOC=358.48’
CB-32
OUT=381.85’
IN=382.00’
TOC=386.10’
CB-34
CB-34
OUT=384.06’
IN=384.14’
TOC=389.46’
CB-35
CB-35
OUT=386.95’
RIM=390.70’
CB-36
CB-36
CB-47
CB-46
OUT=353.28’
IN=353.38’
RIM=355.63’
JB-33
OUT=366.08’
RIM=370.52’
YDI-37
YDI-37
OUT=365.62’
IN=365.67’
RIM=369.94’
YDI-38
YDI-38
OUT=365.20’
IN(SE)=365.45’
IN(E)=365.50’
IN(NE)=365.46’
RIM=369.35’
YDI-39
YDI-39
OUT=366.19’
IN(24")=366.35’
IN(18")=366.44’
RIM=369.81’
YDI-40
OUT=367.38’
IN=367.39’
RIM=370.64’
YDI-41
YDI-40
YDI-41
OUT=367.72’
IN=367.79’
RIM=370.19’
YDI-42
YDI-42
INV=373.37’
RIM=383.39’
YDI-43
YDI-43
JB-44
OUT=376.42’
IN=377.27’
RIM=383.27’
JB-45
JB-45
OUT=377.86’
IN(W)=378.07’
IN(E)=378.57’
IN(NE)=378.07’
RIM=382.59’
JB-44
JB-33
36-02
UNKNOWN #
LP
LP
LP
57-02
LP LP
LP LP
EXISTING STORMDRAIN INFORMATION
15
"R
C
P
42"RCP
OUT=357.86’
IN=357.91’
RIM=362.16’
DI
30"RCP
30"RCP
OUT=362.49’
IN=363.94’
TOP=366.54’
CONC. BOX
OUT(30)=
IN(18)=
IN(42)=
TOP=366.40’
CONC. BOX
CONCRETE
OUT=362.76’
IN=362.96’
TOC=373.31’
CB
2
4
"
R
C
P
18
"R
C
P
OUT=367.82’’
TOC=371.82’
CB
OUT=366.75’
IN=367.55’
TOC=371.55’
CB
18"RCP
OUT=364.20’
IN=364.35’
TOC=369.00’
CB
U/G JB
POSSIBLE
BRICK
B
RI
C
K
C
O
N
C
R
E
T
E
CONCRETE
CONCRETE
CONCRETE
BRICK
BRIC
K
6
"C
L
A
Y
6"PVC
INV=390.65’
BRICK
18’CMP
BRICK
INV=378.59’
TOC=382.79’
CB-46
INV=378.67’
TOC=382.87’
CB-47
47-10
6"
12"DIP
8
2
"
8"
BRICK
8"
12"
15"RCP
RETROFITED TO A CDI
USED TO BE A DI, NOW
18
"
C
M
P
BECAUSE PIPE IS PLUGED
OFF. CAN NOT GET TV ACCESS
THIS PIPE APPEARS TO BE CAPPED
ABOUT 22’ UP THE PIPE.
THROUGH THE STORM PIPE
THERE IS A UTILITY LINE BORED
Underground Power
Approx. Location of
8" (ABANDONED)
2
7
.
8
6
’
S
2
6
4
8
’
2
3
"
W
6
5
0
.
17
’
S
2
6
4
8
’
2
3
"
W
6
7
8
.
4
5
’
N
2
6
4
8
’
2
3
"
E
4
10
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8
6
’
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2
8
17
’
3
7
"
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4
0
9
.
5
6
’
N
2
8
17
’
3
7
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14
7
.
5
0
’
S
2
5
1’
5
"
W
14
7
.
4
0
’
N
2
7
11’
5
"
E
81.40’
N6248’55"W
3
9
7
.
4
0
’
S
2
8
3
9
’
14
"
W
277.49’
S8012’41"E
71.34’
S7828’49"E
N6248’49"W
N6248’49"W
20.56’
N8017’27"W
277.53’
N6248’49"W 199.78’75.82’80.20’
S595’25"E 108.15’
S
2
7
4
2
’
4
3
"
W
3
8
2
.
0
8
’
S638’31"E
6.11’
356.56’ (TOTAL)
N
2
7
4
2
’
4
3
"
E
4
14
.
4
5
’

(
T
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T
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L
)
5
0
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2
7
’
136.70’
(NO DEED FOUND)
GIS RECORDS
THIS LINE PER
C35
C36
C38
C39
C40
C
4
1
C42
29.30’
N5831’28"W
EXIST R/W
EXIST R/W
E
X
IS
T

R
/
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IS
T

R
/
W
EXIST R/W
EXIST R/W
EXIST R/W
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IS
T

R
/
W
E
X
IS
T

R
/
W
E
X
IS
T

R
/
W
E
X
IS
T

R
/
W
E
X
IS
T

R
/
W
N/F
SOUTHEASTERN BAPTIST
THEOLOGICAL SEMINARY, INC
N/F
SOUTHEASTERN BAPTIST
THEOLOGICAL SEMINARY, INC
N/F
SOUTHEASTERN BAPTIST
THEOLOGICAL SEMINARY, INC
N/F
SOUTHEASTERN BAPTIST
THEOLOGICAL SEMINARY, INC
N/F
SOUTHEASTERN BAPTIST
THEOLOGICAL SEMINARY, INC
H
IS
T
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IC

D
IS
T
R
IC
T
HISTORIC DISTRICT
WAKE FOREST
DOWNTOWN
HISTORIC DISTRICT
350
3
5
5
3
5
5
355
360
3
6
0
360
360
365
365
365
365
365
365
3
6
5
365
3
6
5
3
6
5
3
7
0
3
7
0
370
370
370
3
7
0
3
7
0
370
370
370
37 0
370
3
7
5
3
7
5
375
375
375
3
7
5
3
7
5
375
3
7
5
375
380
3
8
0
3
8
0
380
380
3
8
0
3
8
0
380
3
8
0
3
8
0
3
8
5
3
8
5
385
3
8
5
385
385
3
8
5
3
8
5
385 3
8
5
390
390
3
9
0
390
3
9
0
3
9
0
3
9
0
3
9
0
390 395
395
395
395
3
9
5
395
3
9
5
4
0
0
4
0
0
400
400
400
400
400
4
0
5
6
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16
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_
11.d
g
n
REV. No.:REVISION:DATE:DRAWN BY:CHECKED BY:
PRELIMINARY PLANS
DO NOT USE FOR CONSTRUCTION
INCOMPLETE PLANS
DO NOT USE FOR RW ACQUISITION
0
Copyright Kimley-Horn and Associates, Inc., 2014
shall be without liability to Kimley-Horn and Associates, Inc.
reliance on this document without written authorization and adoption by Kimley-Horn and Associates, Inc.
intended only for the specific purpose and client for which it was prepared. Reuse of and improper
This document, together with the concepts and designs presented herein, as an instrument of service, is
4020
CHECK, TYPE B
TEMPORARY ROCK SILT
TPF
TRAP, TYPE C
ROCK INLET SEDIMENT
CHECK, TYPE A
TEMPORARY ROCK SILT
(LABELED ON PLANS)
LIMITS OF DISTURBANCE
LEGEND
C F
TEMPORARY SILT FENCE
FENCE
SPECIAL SEDIMENT CONTROL
CONSTRUCTION ENTRANCE
TEMPORARY GRAVEL
CONSTRUCTION LIMIT
WITH BAFFLES
SKIMMER BASIN
TREE PROTECTION
DO NOT CUT TREE
WATTLE
"SILT SOCK"/FILTER SACK
INLET PROTECTION
PE NO. F-0102
PREPARED IN THE OFFICE OF:
P.O. BOX 33068 - RALEIGH, NORTH CAROLINA 27636-3068
PHONE: [phone] FAX: [phone]
PROJECT:
SHEET NUMBER:JOB NUMBER:
011311030
STADIUM DRIVE - COMPLETE STREETS
U-5515
FROM STA. 69+25 TO STA. 71+00 RT
( Not to Scale)
SPECIAL LATERAL ’V’ DITCH
2:
1 D
Min. D=1 Ft.
DETAIL 2
Ground
Natural
Slope
Fill2:1
O
T PF
T
P
F
TPF TPF
TPF
TPF TPF TPF
R
O
C
K

S
P
R
I
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D
-
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7
-
STADIUM DR (SR 1930)-L-
N

W
IN
G
A
T
E

S
T

(
S
R

1
9
5
4
)
-
Y
8
-
NORTH AVE
-L-
N

W
IN
G
A
T
E

S
T
-
Y
8
-
N

C
O
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G
E

S
T
FENCE (TYP)
INSTALL TREE PROTECTION
FENCE (TYP)
INSTALL TREE PROTECTION
SILT FENCE (TYP)
INSTALL TEMPORARY
SILT FENCE (TYP)
INSTALL TEMPORARY
SILT FENCE (TYP)
INSTALL TEMPORARY
CONTROL FENCE (TYP)
INSTALL SPECIAL SEDIMENT
CONTROL FENCE (TYP)
INSTALL SPECIAL SEDIMENT
LIMITS OF DISTURBANCE, TYP
LIMITS OF DISTURBANCE, TYP
TPF TPF TPF TPF TPF TPF
FINAL DITCH (TYP)IN
INSTALL CHECK DAMS
STA 69+25 TO 71+00 RT
STRAW WITH NET
INSTALL TEMPORARY LINER:
355
360
3
6
5
370
3
7
0
375
3
7
5
3
7
5
380
3
8
0
3
8
0
3
8
5
385
3
9
0
390
3
9
0
390
390
390
390
390
395
14
N
A
D
8
3/
N
A
2
0
1
1
EC-11
)
01
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S
(

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5
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7
6

A
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T
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)
21
-
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T
E
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H
S

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E
S
(

0
5
+
8
7

A
T
S

-
L
-

E
N
I
L
H
C
T
A
M
CONSTRUCTION PHASE
EROSION CONTROL PLAN SHEET
THE CLEARING AND GRUBBING PHASE.
PHASE OF THE PROJECT. SEE SHEET EC-5 FOR
THIS SHEET REPRESENTS THE CONSTRUCTION
CROSS SECTIONS AND MATTING SUMMARY SHEET.
NPDES GENERAL STORMWATER PERMIT. REFER TO
ON ALL SLOPES WITHIN 7 DAYS OR AS REQUIRED BY
CONTRACTOR SHALL PROVIDE SOIL STABILIZATION
NOTE: SLOPES ON THIS PROJECT ARE PRIMARILY 2:1.
7
0
+
0
0
CC C
C
C
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
C
C
18TREE
GV
15
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P
12
50QA
1 S F D
N

C
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L
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E

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T
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T
15
"
R
C
P
INV=392.72’
TOC=396.12’
CB-48
OUT=390.69’
IN=390.70’
TOC=395.99’
CB-49
CB-48
CB-49
LP
UNKNOWN #UNKNOWN #
EXISTING STORMDRAIN INFORMATION
13
141416
53QA
T
T
BRICK
CONCRETE
4AR
4AR
20
T
10IO
10IO
4AR
I
R
O
N

F
E
N
C
E
STONESTONE WALL (TYP)
IRON FENCE
BRICK WALL
CONCRETE
CONCRETE ASPHALT
MAGNOLIALARGE DRIPLINETREET
CONCRETE
8"
8"
T
3
9
7
.
4
0
’
S
2
8
3
9
’
14
"
W
E
X
IS
T

R
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N/F
SOUTHEASTERN BAPTIST
THEOLOGICAL SEMINARY, INC
SOUTHEASTERN
BAPTIST
THEOLOGICAL
SEMINARY
H
IS
T
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D
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I
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WAKE FOREST
DOWNTOWN
HISTORIC DISTRICT
WAKE FOREST
DOWNTOWN
395
395
395
395
4
0
0
400
400
4 0 0
405
405405405405
405
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12
.d
g
n
REV. No.:REVISION:DATE:DRAWN BY:CHECKED BY:
PRELIMINARY PLANS
DO NOT USE FOR CONSTRUCTION
INCOMPLETE PLANS
DO NOT USE FOR RW ACQUISITION
0
Copyright Kimley-Horn and Associates, Inc., 2014
shall be without liability to Kimley-Horn and Associates, Inc.
reliance on this document without written authorization and adoption by Kimley-Horn and Associates, Inc.
intended only for the specific purpose and client for which it was prepared. Reuse of and improper
This document, together with the concepts and designs presented herein, as an instrument of service, is
4020
CHECK, TYPE B
TEMPORARY ROCK SILT
TPF
TRAP, TYPE C
ROCK INLET SEDIMENT
CHECK, TYPE A
TEMPORARY ROCK SILT
(LABELED ON PLANS)
LIMITS OF DISTURBANCE
LEGEND
C F
TEMPORARY SILT FENCE
FENCE
SPECIAL SEDIMENT CONTROL
CONSTRUCTION ENTRANCE
TEMPORARY GRAVEL
CONSTRUCTION LIMIT
WITH BAFFLES
SKIMMER BASIN
TREE PROTECTION
DO NOT CUT TREE
WATTLE
"SILT SOCK"/FILTER SACK
INLET PROTECTION
PE NO. F-0102
PREPARED IN THE OFFICE OF:
P.O. BOX 33068 - RALEIGH, NORTH CAROLINA 27636-3068
PHONE: [phone] FAX: [phone]
PROJECT:
SHEET NUMBER:JOB NUMBER:
011311030
STADIUM DRIVE - COMPLETE STREETS
U-5515
NORTH AVE
-L-
N

C
O
LLE
G
E

S
T
(
U
S

1
A
)
N
O
R
T
H

M
A
IN

S
T
TPF
4
0
0
N
A
D
8
3/
N
A
2
0
1
1
EC-12
CONSTRUCTION PHASE
EROSION CONTROL PLAN SHEET
)11
-
C
E

T
E
E
H
S

E
E
S
(

0
5
+
8
7

A
T
S

-
L
-

E
N
I
L
H
C
T
A
M
THE CLEARING AND GRUBBING PHASE.
PHASE OF THE PROJECT. SEE SHEET EC-6 FOR
THIS SHEET REPRESENTS THE CONSTRUCTION
CROSS SECTIONS AND MATTING SUMMARY SHEET.
NPDES GENERAL STORMWATER PERMIT. REFER TO
ON ALL SLOPES WITHIN 7 DAYS OR AS REQUIRED BY
CONTRACTOR SHALL PROVIDE SOIL STABILIZATION
NOTE: SLOPES ON THIS PROJECT ARE PRIMARILY 2:1.
T = 52.46’
R = 2,000.00’
PI Sta 83+13.70
D
L = 104.89’
T = 52.46’
PI Sta 82+08.81
D
L = 104.89’
R = 2,000.00’
6
/
16
/
2
0
14
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s
.d
g
n
REV. No.:REVISION:DATE:DRAWN BY:CHECKED BY:
Copyright Kimley-Horn and Associates, Inc., 2014
shall be without liability to Kimley-Horn and Associates, Inc.
reliance on this document without written authorization and adoption by Kimley-Horn and Associates, Inc.
intended only for the specific purpose and client for which it was prepared. Reuse of and improper
This document, together with the concepts and designs presented herein, as an instrument of service, is
NOT TO SCALE
PRELIMINARY PLANS
DO NOT USE FOR CONSTRUCTION
INCOMPLETE PLANS
DO NOT USE FOR RW ACQUISITION
PE NO. F-0102
PREPARED IN THE OFFICE OF:
P.O. BOX 33068 - RALEIGH, NORTH CAROLINA 27636-3068
PHONE: [phone] FAX: [phone]
PROJECT:
SHEET NUMBER:JOB NUMBER:
011311030
STADIUM DRIVE - COMPLETE STREETS
U-5515
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)
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
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 SPECIFICATIONSSEEDING SPECIFICATIONS
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
LAND GRADING (6.02)
TOPSOILING (6.04)
VEGETATIVE PLAN (NCDENR 6.11)

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

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

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

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

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

MAINTENANCE

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
RIP RAP (6.15)GRASS-LINED CHANNELS (6.30)CONSTRUCTION SEQUENCE
EC-13
DETAILS
EROSION CONTROL
40 lbs. 50% superphosphate/1000 sq. ft. (1750 lbs/acre)
35 lbs. 10-10-10 fertilizer/1000 sq. ft. (1500 lbs/acre)
test
90 lbs. limestone/1000 sq. ft. (2 tons/acre) or based on soils
retain sediment.
Sediment barriers - Use sediment fences or other barriers where necessary to

latest NPDES rules.
All stockpile areas used shall be stabilized with silt fence and seeded per the
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

the latest NPDES rules.
Temporary seeding - Protect topsoil stockpiles by temporarily seeding per
6. The Town of Wake Forest contact is Holly Miller, P.E. [phone]
completion of construction or development.
all disturbed areas within 7 to 14 days or sooner following
requirements. Permanent ground cover is to be provided for
dated August 2011 for more information on ground stabilization
of any phase of grading. Refer to the latest NPDES Rules
or other areas within 7 to 14 days or sooner of completion
5. The Contractor shall provide ground cover on exposed slopes
cover.
vegetative plan to maintain a vigorous, dense vegetative
mulch all seeded areas according to specifications in the
4. The Contractor shall fertilize, reseed as necessary, and
to maintain a barrier.
fence. Silt fence will be repaired as necessary
fence when it becomes 0.5 feet deep at the
3. The Contractor shall remove sediment from behind silt
sediment pools no longer drains properly.
filled. Gravel will be cleaned or replaced when the
devices when storage capacity has been approximately 50%
2. The Contractor shall remove sediment from erosion control
inch of rainfall and once a week.
by the Contractor must be made and logged after every half
on site. The rain gauge must be kept onsite and inspections
general stormwater permit, a rain gauge must be installed
National Pollutant Discharge Elimination System (NPDES)
Contractor to maintain all practices as designed. Also per
week. Any needed repairs will be made immediately by the
runoff producing rainfall but in no case less than once every
control practices for stability and operation following every
1. The Contractor shall check all erosion and sediment
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
Timeframes.
completed on each area in the grading plan per NPDES Soil 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
see Sheet EC-18 for seed mix and plantings.
NOTE: For Wetland, Buffer, and Reforestation areas,
the Mining Act.
through the Sedimentation Pollution Control Act as a one-use borrow site or through
they shall be considered separate land-disturbing activities and must be permitted either
activity and any related borrow or waste activity are not conducted by the same person,
or is a landfill regulated by the Division of Waste Management. If the land-disturbing
activity unless the borrow or waste activity is regulated under the Mining Act of 1971,
activity, the related borrow or waste activity shall constitute part of the land-disturbing
If the same person conducts the land-disturbing activity & any related borrow or waste
Office at 919-707-9200.
If you have questions, please contact the Land Quality Section at a DENR Regional
the Land Quality web site, http://portal.ncdenr.org/web/lr/erosion
The Combined Self-Monitoring form is available as a PDF and Word document from
easier to comply with self-inspection requirements.
Permit for Construction Activities, NCG 010000. The combined form should make it
Resources is responsible for administering both the SPCA and the NPDES Stormwater
NCG 010000. Beginning August 1, 2013, the Division of Energy, Mineral, and Land
Pollution Control Act and the NPDES Stormwater Permit for Construction Activities,
available. The new form was developed to satisfy the requirements of the Sedimentation
Inspection Reports and NPDES Self-Monitoring Reports, a combined form is now
To simplify documentation of Self-inspections took effect October 1, 2010.
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
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 of
and sediment control measures must be installed, maintained and adjusted as needed
Follow the construction sequence throughout project development. Adequate erosion
MAINTENANCE
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
11. AFTER SITE IS STABILIZED, construction entrances, and construction staging
10. Site includes approximately 3.40 acres of permanent vegetation area.
9. Estimated time before final stabilization is 12 months.
after rainfall events. Needed repairs will be made immediately.
8. 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
7. All graded areas will be seeded, fertilized and mulched according to NCDOT
and mulch.
6. Finish grading of slopes, topsoil critical areas and permanently vegetate, seed
5. Complete final grading for roadway.
as necessary, place silt fence around culverts as needed.
stabilize 2:1 slopes as indicated. Modify silt fence placement around project and outlets
place reinforced silt fence as shown. Place additional erosion control matting and
4. In accordance with the erosion control plans, grade roadway, install crosspipes, and
erosion control devices.
protection fence, construction entrance, construct basins, and all other
3. Prior to any land disturbing (including demolition) activities, install silt/tree
2. Flag the work limits for protection.
and invite NCDEMLR LQS contact number is [phone].
1. Hold preconstruction conference at least one week prior to starting construction
CONSTRUCTION SPECIFICATIONS
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REV. No.:REVISION:DATE:DRAWN BY:CHECKED BY:
Copyright Kimley-Horn and Associates, Inc., 2014
shall be without liability to Kimley-Horn and Associates, Inc.
reliance on this document without written authorization and adoption by Kimley-Horn and Associates, Inc.
intended only for the specific purpose and client for which it was prepared. Reuse of and improper
This document, together with the concepts and designs presented herein, as an instrument of service, is
NOT TO SCALE
PRELIMINARY PLANS
DO NOT USE FOR CONSTRUCTION
INCOMPLETE PLANS
DO NOT USE FOR RW ACQUISITION
PE NO. F-0102
PREPARED IN THE OFFICE OF:
P.O. BOX 33068 - RALEIGH, NORTH CAROLINA 27636-3068
PHONE: [phone] FAX: [phone]
PROJECT:
SHEET NUMBER:JOB NUMBER:
011311030
STADIUM DRIVE - COMPLETE STREETS
U-5515
DETAILS
EROSION CONTROL
EC-14
ABOVE TOP OF BOX
TO A HEIGHT OF 12"-18" MIN.
#57 WASHED STONE PLACED
3’
2’
16"
2’
#57 STONE
2
1
METAL POST
2’
CONSTRUCTION SPECIFICATIONS
1. As synthetic fabric, use a previous sheet of nylon, polyester, or ethylene yarn - extra strength
(50 lb/1 inch minimum) - that contains ultraviolet ray inhibitors and stabilizers. Fabric should be
sufficiently porous to provide adequate drainage of the temporary sediment pool. Burlap may be
used for short-term applications. It must be replaced every 60 days.
2. Cut fabric from a continuous roll to eliminate joints.
3. For stakes, use 5-foot steel posts.
4. Space stakes evenly around the perimeter of the inlet a maximum of 4 ft apart, and securely
drive them into the ground, approximately 24 inches deep.
5. Place a 2 foot flap of wire mesh under the gravel for anchoring.
6. Fasten fabric securely to the stakes and frame. Joints must be overlapped to the next stake.
7. The top of the frame and fabric must be well below the ground elevation downslope from
the drop inlet to keep runoff from bypassing the inlet. It may be necessary to build a temporary
dike on the down slope side of the structure to prevent bypass flow. Material from within the
sediment pool may be used for diking.
MAINTENANCE
Inspect the fabric barrier after each rain and make repairs as needed.
next rain. Take care not to damage or undercut the fabric during sediment removal.
CLOTH
" HARDWARE
SIDE VIEW
FRONT VIEW
HARDWARE CLOTH
WIRE FENCE
STEEL FENCE POST
GRADE
THE TRENCH
AND SILT FENCE FABRIC 6 INCHES INTO
BURY WIRE FENCE, HARDWARE CLOTH,
:NOTE
GRADE
18"
FABRIC
SILT FENCE
WIRE FENCEMAXIMUM 2 FEET APART
STEEL FENCE POST SET
# 57 WASHED STONE
FILTER OF 1 INCH DIAMETER PLAN VIEW
# 57 WASHED STONE
FILTER OF 1 INCH DIAMETER
STEEL FENCE POST
ON WIRE FENCE
SILT FENCE FABRIC
ON WIRE FENCE
HARDWARE CLOTH
HARDWARE CLOTH
HARDWARE CLOTH BY 12 INCHES
SILT FENCE FABRIC TO OVERLAP
:NOTE
FLOW DIRECTION
F
L
O
W
F
L
O
W
F
L
O
W
INCHES
12
OVERLAP
INCHES
12
OVERLAP
6"
LINE WIRES
MINIMUM 10 GAUGE
SIDE VIEW
FRONT VIEW
STANDARD TEMPORARY SILT FENCE
DIRECTED BY ENGINEER
ANCHOR SKIRT AS
OVER SKIRT
6" MINIMUM COVER
GRADE
FILL SLOPE
SILT FENCE FABRIC
WOVEN WIRE FABRIC
STEEL POST
3
2
"

M
IN
.

W
ID
T
H
AREAS OF CONCENTRATED FLOW.
DOES NOT EXCEED 1/4 ACRE AND NEVER IN
USE SILT FENCE ONLY WHEN DRAINAGE AREA
:NOTE
VARIABLE AS DIRECTED BY THE ENGINEER
WIRE FROM TOP
INSTALLED TO SECOND
SILT FENCE FABRIC
INTERMEDIATE WIRES
GAUGE 2
1MINIMUM 12
GRADE
8’-0" MAXIMUM
3
’
-
0
"
2
’
-
0
"
2
6
"
*
*
*
USE REINFORCED SILT FENCE OUTLET DETAIL
FOR REPAIR OF SILT FENCE FAILURES
HARDWARE CLOTH AND GRAVEL INLET PROTECTION DETAIL (6.51)
AS A REPAIR OF SILT FENCE FAILURES.
ACRE AND THERE IS A LOW AREA. USE
DRAINAGE AREA DOES NOT EXCEED 1/4
1.USE SILT FENCE OUTLETS ONLY WHEN
:NOTE
TON "SEDIMENT CONTROL STONE."
FOR AT THE CONTRACT UNIT PRICE PER
2. #57 WASHED STONE SHALL BE PAID
SILT FENCE OUTLET
SPECIAL SEDIMENT CONTROL FENCE/
NOTE: USE TREE PROTECTION COMBINATION IN WOODS AND STREAM AREAS NOTED ON PLANS
(TYP)
5’
STEEL POST
FRONT VIEW
SIDE VIEW
2
’-
0
"
3
’-
0
"
2
6
"FILL SLOPE
GRADE
WOVEN WIRE FABRIC
40"
WARNING SIGN DETAIL
DO NOT ENTER
TREE PROTECTION AREA3
"
4
"
3
"
4
"
4
"
18"
WARNING SIGN
VARIABLE AS DIRECTED BY THE ENGINEER
8’ MAX.
GRADEWIRE FROM TOP
INSTALLED TO SECOND
SILT FENCE FABRIC
WIRES
INTERMEDIATE
MIN. 12-1/2 GA.
LINE WIRES
MIN. 10 GA.
TREE PROTECTION AREA
DO NOT ENTER
NOTES:
SILT FENCE GEOTEXTILE FABRIC *
CREDIT OF EXISTING TREES (UDO SECTION 7.2.7.E.)
(UDO ARTICLE 9.1. TREE CONSERVATION) AND FOR
FOR PROTECTION OF TREE CONSERVATION AREAS
THIS TREE PROTECTION FENCE DETAIL IS REQUIRED
1.WARNING SIGNS TO BE MADE OF DURABLE, WEATHERPROOF MATERIAL.
2.LETTERS TO BE 3" HIGH MINIMUM, CLEARLY LEGIBLE AND SPACED AS DETAILED.
PLACE A SIGN AT EACH END OF LINEAR TREE PROTECTION AND 50’ ON CENTER THEREAFTER.
FOR TREE PROTECTION AREAS LESS THAN 200’ IN PERIMETER, PROVIDE NO LESS THAN ONE SIGN PER PROTECTION AREA.
ATTACH SIGNS SECURELY TO FENCE POSTS AND FABRIC.
MAINTAIN TREE PROTECTION FENCE THROUGHOUT DURATION OF PROJECT.
END OF SILT FENCE NEEDS TO BE TURNED UPHILL.
3.
4.
5.
6.
7.
8.
9.
10.
MIN
4"
PLANNING CONSIDERATIONS & DESIGN CRITERIA. (HOWEVER FLOW SHALL NOT RUN PARALELL WITH THE TOE OF THE FENCE).
SEE N.C. STATE DENR PRACTICE STANDARDS & SPECIFICATIONS SEDIMENT FENCE SET FOR CONDITIONS WHERE PRACTICE APPLIES;
MIN
6"
WIRE TIES
PLASTIC OR
DO NOT DISTURB TREE CONSERVATION AREAS
LIFE OF FENCING: 6-9 MONTHS
MAINTENANCE: CLEAN OUT AT 50% CAPACITY
ZONA DE PROTECCION DE ARBOLES
NO ENTRE
SIGNS TO BE IN ENGLISH AND SPANISH.
SIGNS SHALL BE PLACED AT 50’ MAXIMUM INTERVALS.
ADDITIONAL SIGNS MAY BE REQUIRED BY THE TOWNE OR NCDEMLR BASED ON ACTUAL FIELD CONDITIONS.
SIGNS SHALL BE INCIDENTAL TO THE FENCE.
11.
12.
FLOW SHALL NOT RUN PARALLEL WITH THE FENCE.
13.
CONSERVATION AREA FENCE DETAIL
STANDARD TEMPORARY SILT TREE
"Sediment Control Stone."
8. #57 washed stone shall be paid for at the contract unit price per ton
Remove sediment from the pool area as necessary to provide adequate storage volume for the
POSTS 2’-0" IN GROUND
STANDARDIZED METAL
IN "L" SHAPE AS SHOWN
EXTENDS 2 FEET ON GROUND
GALVANIZED HARDWARE WIRE
ENTRANCE WHERE FEASIBLE AS CONDITIONS ALLOW.
CONTRACTOR SHALL USE 100’ MINIMUM CONSTRUCTION
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REV. No.:REVISION:DATE:DRAWN BY:CHECKED BY:
Copyright Kimley-Horn and Associates, Inc., 2014
shall be without liability to Kimley-Horn and Associates, Inc.
reliance on this document without written authorization and adoption by Kimley-Horn and Associates, Inc.
intended only for the specific purpose and client for which it was prepared. Reuse of and improper
This document, together with the concepts and designs presented herein, as an instrument of service, is
NOT TO SCALE
PRELIMINARY PLANS
DO NOT USE FOR CONSTRUCTION
INCOMPLETE PLANS
DO NOT USE FOR RW ACQUISITION
PE NO. F-0102
PREPARED IN THE OFFICE OF:
P.O. BOX 33068 - RALEIGH, NORTH CAROLINA 27636-3068
PHONE: [phone] FAX: [phone]
PROJECT:
SHEET NUMBER:JOB NUMBER:
011311030
STADIUM DRIVE - COMPLETE STREETS
U-5515
DETAILS
EROSION CONTROL
NATURAL GROUND
NATURAL GROUND
FLOW
2’(MAX.)
CROSS SECTION
CROSS SECTION
TRAPEZOIDAL DITCH
VEE DITCH
EDGE OF PAVEMENT
ISOMETRIC VIEW
PAVEMENT
SHLD.
SLOPE
BACK
SLOPEDITCH
STAKE
2’ UPSLOPE
MATTING
STAKE
2’ DOWNSLOPE
STAKE
2’ UPSLOPE
MATTING
STAKE
2’ DOWNSLOPE
TOP VIEW
6’(MIN.)
18"(MIN.)
EXCELSIOR WATTLE
STAKE
UPSLOPE
STAKE
DOWNSLOPE
MATTING
MATTING
See Inset B
INSET B
STAPLES
VAR.
2’(MIN.)
2 IN.
See Inset A
INSET A
STAKES
WATTLE DETAIL
STANDARD SPECIFICATIONS.
INSTALL MATTING IN ACCORDANCE WITH SECTION 1631 OF THE
BOTH SIDES OF WATTLE AND AT EACH END TO SECURE IT TO THE SOIL.
INSTALL STAPLES APPROXIMATELY EVERY 1 LINEAR FOOT ON
FORMED INTO A U SHAPE NOT LESS THAN 18" IN LENGTH.
PROVIDE STAPLES MADE OF 0.125 IN. DIAMETER STEEL WIRE
STAKES AT AN ANGLE TO WEDGE WATTLE TO BOTTOM OF DITCH.
INSTALL A MINIMUM OF 2 UPSLOPE STAKES AND 4 DOWNSLOPE
WASH AROUND WATTLE AND SCOUR DITCH SLOPES AND AS DIRECTED.
ONLY INSTALL WATTLE(S) TO A HEIGHT IN DITCH SO FLOW WILL NOT
CROSS SECTION.
USE 2 FT. WOODEN STAKES WITH A 2 IN. BY 2 IN. NOMINAL
USE MINIMUM 18 IN. DIAMETER EXCELSIOR WATTLE.
NOTES:
EC-15
2:1 SLOPE
2:
1
S
LOP
E
at center
24" max
Fabric
Filter
Fabric
Filter
min
1.5’
A
A
min
9"
Section A-A
A B
L
A and B are of equal elevation
L = The distance such that points
NOTE:
Check dams to be installed as indicated on plan or if grade is steeper
per plan detail.
CONSTRUCTION SPECIFICATIONS
1. Place stone to the lines and dimensions shown in the plan on a filter fabric
foundation.
2. Keep the center stone section at least 9 inches below natural ground level
where the dam abuts the channel banks.
3. Extend stone at least 1.5 ft beyond the ditch banks to keep overflow water
from cutting around the ends of the check dam.
4. Set spacing between dams to assure that the elevation at the top of the
lower dam is the same as the toe elevation of the upper dam.
5. Protect the channel downstream from the lowest check dam, considering
that water will flow over and around the dam.
6. Make sure that the channel reach above the most upstream dam is stable.
7. Ensure that channel appurtenances, such as culvert entrances below
check dams, are not subject to damage or blockage from displaced stones.
MAINTENANCE
Inspect check dams and channels for damage after each runoff event.
Anticipate submergence and deposition above the check dam and erosion
from high flows around the edges of the dam. Correct all damage immediately.
If significant erosion occurs between dams, install a protective riprap liner in
that portion of the channel.
Remove sediment accumulated behind the dams as needed to prevent
damage to channel vegetation, allow the channel to drain through the
stone check dam, and prevent large flows from carrying sediment over the
dam. Add stones to dams as needed to maintain design height and cross section.
CONTROL, #57 STONE
STONE FOR EROSION 1.5’
4’ to 6’
8. #57 washed stone shall be paid for at the contract unit price per ton
"Sediment Control Stone."
CONTROL, CLASS B
STONE FOR EROSION
TEMPORARY ROCK SILT CHECK, TYPE B
20
100
6
/
16
/
2
0
14
K
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110
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REV. No.:REVISION:DATE:DRAWN BY:CHECKED BY:
Copyright Kimley-Horn and Associates, Inc., 2014
shall be without liability to Kimley-Horn and Associates, Inc.
reliance on this document without written authorization and adoption by Kimley-Horn and Associates, Inc.
intended only for the specific purpose and client for which it was prepared. Reuse of and improper
This document, together with the concepts and designs presented herein, as an instrument of service, is
NOT TO SCALE
PRELIMINARY PLANS
DO NOT USE FOR CONSTRUCTION
INCOMPLETE PLANS
DO NOT USE FOR RW ACQUISITION
PE NO. F-0102
PREPARED IN THE OFFICE OF:
P.O. BOX 33068 - RALEIGH, NORTH CAROLINA 27636-3068
PHONE: [phone] FAX: [phone]
PROJECT:
SHEET NUMBER:JOB NUMBER:
011311030
STADIUM DRIVE - COMPLETE STREETS
U-5515
DETAILS
EROSION CONTROL
J-HOOK DETAIL
TOP WITH WIRE.
ADJACENTLY AND BIND AT
PLACE POSTS (STAKES)
SHEET FLOW
SHEET FLOW
J-HOOK J-HOOK
SILT FENCE J-HOOK PLACEMENT
FABRIC
CONTINUOUS FENCE
(AS NEEDED)
40-80’ SPACING
PREVENT ACCUMULATION AND UNDERMINING OF SILT FENCE.
TO DIRECT RUN-OFF TO SILT FENCE OUTLETS AND
NOTE: USE SILT FENCE J-HOOK PLACEMENT AS NEEDED
METAL STAKE
EC-16
GUTTER
PIPE
GEOTEXTILE BAG
BLOCK (TYP)
RUBBER
2"X2"X3/4"
SACK
INSTALLED FILTER
PROFILE VIEW OF
PERMITTIVITY
FLOW RATE
APPARENT OPENING SIZE
UV RESISTANCE
TRAPEZOID TEAR
MULLEN BURST
PUNCTURE
GRAB TENSILE ELONGATION
GRAB TENSILE STRENGTH
PROPERTIES TEST METHOD UNITS
PERMITTIVITY
FLOW RATE
APPARENT OPENING SIZE
UV RESISTANCE
TRAPEZOID TEAR
MULLEN BURST
PUNCTURE
GRAB TENSILE ELONGATION
GRAB TENSILE STRENGTH
PROPERTIES TEST METHOD UNITS
LOW TO MODERATE FLOW GEOTEXTILE FABRIC SPECIFICATION TABLE
MODERATE TO HIGH FLOW GEOTEXTILE FABRIC SPECIFICATION TABLE
RESTRAINT
EXPANSION
ROPE
COLORED NYLON
1/4" BRIGHTLY
ELEVATION VIEW
RESTRAINT
NYLON ROPE EXPANSION
1/4" BRIGHTLY COLORED
(SEE DETAIL)
PROTECTION
FILTER SACK INLET
non-degradable materials.
with ultraviolet stabilizers or a seamless, high-density polyethylene
of seamless, high-density polyethylene photodegradable materials treated
leaf mulch under this specification. Utilize an outer netting that consists
netting material. Do not use straw, straw fiber, straw bales, pine needles or
fibers or hardwood mulch or a mix of these materials enclosed by a flexible
Composed of compacted geotextiles, curled excelsior wood, natural coconut
Produced by a Manufacturer experienced in sediment tube manufacturing.
Use inlet tubes that exhibit the following properties:
Materials
Inlet Tubes
ISOMETRIC VIEW
(IF NEEDED)
OR SILT FENCE
SEDIMENT TUBE
DEBRIS FROM ENTERING INLETS DURING CONSTRUCTION.
NOTE: USE INLET TUBES AS NEEDED TO PREVENT SILT AND
(OPTIONAL)
OVERFLOW HOLES
LOCATION.
COLLECTION
SEDIMENT
SACK AT A
TO EMPTY FILTER
REBAR FOR A HANDLE
1" REBAR. USE
LOOPS SIZED FOR
FOR HANDLES.
INLET USING REBAR
FILTER BAG FROM
1" REBAR. LIFT
LOOPS SIZED FOR
ASTM D-4491
ASTM D-4491
ASTM D-4751
ASTM D-4355
ASTM D-4533
ASTM D-3786
ASTM D-4833
ASTM D-4632
ASTM D-4632
0.55 SEC -1
40 GAL/MIN/SQ FT
40 US SIEVE
80 %
120 LBS
800 PSI
120 LBS
20 %
300 LBS
ASTM D-4491
ASTM D-4491
ASTM D-4751
ASTM D-4355
ASTM D-4533
ASTM D-3786
ASTM D-4833
ASTM D-4632
ASTM D-4632
1.5 SEC -1
200 GAL/MIN/SQ FT
20 US SIEVE
90 %
45 LBS
420 PSI
135 LBS
20 %
265 LBS
SURFACE.
OR UNDER SURROUNDING
SECURE LIFTING LOOPS TO INLET GRATE
INLET BOX.
MATCH THE INSIDE LENGTH OF THE GRATED
THE LENGTH, "L", OF THE FILTER SACK WILL 7.
BE BETWEEN 18 INCHES AND 36 INCHES.
THE DEPTH, "D", OF THE FILTER SACK WILL 6.
INLET BOX.
MATCH THE INSIDE WIDTH OF THE GRATED
THE WIDTH, "W", OF THE FILTER SACK WILL 5.
INSPECT PER REGULATORY REQUIREMENTS.4.
CONCERN.
PURCHASED WHEN OIL SPILLS ARE A
AN OIL ADSORBENT PAD OR PILLOW CAN BE 3.
SPECIFICATIONS TABLE.
EXCEEDS REQUIREMENTS IN THE
POLYPROPYLENE FABRIC THAT MEETS OR
GEOTEXTILE WILL BE A WOVEN 2.
SEEN.
EXPANSION RESTRAINT CAN NO LONGER BE
EMPTY FILTER SACK WHEN BRIGHTLY COLORED 1.
Inspector or Manufacturer’s Representative at the contractor’s expense.
Replace inlet tubes damaged during installation as directed by the
Inlet tubes may be temporarily moved during construction as needed.
Inspection and Maintenance:
underlying surface and the inlet tube.
Install inlet tubes lying flat on the ground, with no gaps between the
:Installation
NOT TO SCALE
INLET TUBES "SILT SOCK"FILTER SACK INLET PROTECTION
NOT TO SCALE
TUBE
SEDIMENT
WEIGHTED
6
/
16
/
2
0
14
K
:
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113
110
3
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5
15
_
E
C
_
d
t
l
s
.d
g
n
REV. No.:REVISION:DATE:DRAWN BY:CHECKED BY:
Copyright Kimley-Horn and Associates, Inc., 2014
shall be without liability to Kimley-Horn and Associates, Inc.
reliance on this document without written authorization and adoption by Kimley-Horn and Associates, Inc.
intended only for the specific purpose and client for which it was prepared. Reuse of and improper
This document, together with the concepts and designs presented herein, as an instrument of service, is
NOT TO SCALE
PRELIMINARY PLANS
DO NOT USE FOR CONSTRUCTION
INCOMPLETE PLANS
DO NOT USE FOR RW ACQUISITION
PE NO. F-0102
PREPARED IN THE OFFICE OF:
P.O. BOX 33068 - RALEIGH, NORTH CAROLINA 27636-3068
PHONE: [phone] FAX: [phone]
PROJECT:
SHEET NUMBER:JOB NUMBER:
011311030
STADIUM DRIVE - COMPLETE STREETS
U-5515
DETAILS
EROSION CONTROL
EC-17
STORM DRAIN UNDER CONSTRUCTION
PLYWOOD INLET PROTECTION FOR
STORM DRAIN UNDER CONSTRUCTION
STONE FILTER INLET PROTECTION FOR
Upstream End of Storm Drain
3/4" Exterior Plywood
Across Pipe Inlet
Washed Stone Filter
Steel Fence Post Storm Drain
Upstream End of
Diameter
1/3 Pipe
Upstream End of Storm Drain
3/4" Exterior Plywood
Across Pipe Inlet
Washed Stone Filter
Steel Fence Post Storm Drain
Upstream End of
Diameter
1/3 Pipe
PLYWOOD INLET PROTECTION WILL BE CONSIDERED INCIDENTAL TO THE CONTRACT
UNIT PRICE PER LINEAR FOOT OF PIPE CULVERT INSTALLATION.
STONE FILTER INLET PROTECTION WILL BE CONSIDERED INCIDENTAL TO THE CONTRACT
Trench
Bury Bottom of Plywood
Trench
Bury Bottom of Plywood
UNIT PRICE PER LINEAR FOOT OF PIPE CULVERT INSTALLATION.
Hardware Cloth
Overflow
Diameter
1/3 Pipe
Hardware Cloth
Overflow
Diameter
1/3 Pipe
6
/
16
/
2
0
14
K
:
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5
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_
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C
_
d
t
l
s
.d
g
n
REV. No.:REVISION:DATE:DRAWN BY:CHECKED BY:
Copyright Kimley-Horn and Associates, Inc., 2014
shall be without liability to Kimley-Horn and Associates, Inc.
reliance on this document without written authorization and adoption by Kimley-Horn and Associates, Inc.
intended only for the specific purpose and client for which it was prepared. Reuse of and improper
This document, together with the concepts and designs presented herein, as an instrument of service, is
NOT TO SCALE
PRELIMINARY PLANS
DO NOT USE FOR CONSTRUCTION
INCOMPLETE PLANS
DO NOT USE FOR RW ACQUISITION
PE NO. F-0102
PREPARED IN THE OFFICE OF:
P.O. BOX 33068 - RALEIGH, NORTH CAROLINA 27636-3068
PHONE: [phone] FAX: [phone]
PROJECT:
SHEET NUMBER:JOB NUMBER:
011311030
STADIUM DRIVE - COMPLETE STREETS
U-5515
EC-18
DETAILS
EROSION CONTROL
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REV. No.:REVISION:DATE:DRAWN BY:CHECKED BY:
Copyright Kimley-Horn and Associates, Inc., 2014
shall be without liability to Kimley-Horn and Associates, Inc.
reliance on this document without written authorization and adoption by Kimley-Horn and Associates, Inc.
intended only for the specific purpose and client for which it was prepared. Reuse of and improper
This document, together with the concepts and designs presented herein, as an instrument of service, is
NOT TO SCALE
PRELIMINARY PLANS
DO NOT USE FOR CONSTRUCTION
INCOMPLETE PLANS
DO NOT USE FOR RW ACQUISITION
PE NO. F-0102
PREPARED IN THE OFFICE OF:
P.O. BOX 33068 - RALEIGH, NORTH CAROLINA 27636-3068
PHONE: [phone] FAX: [phone]
PROJECT:
SHEET NUMBER:JOB NUMBER:
011311030
STADIUM DRIVE - COMPLETE STREETS
U-5515
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
SOIL STABILIZATION SUMMARY SHEET
SIDESTATION
TO
STATION
FROM
LINESHEET NO.
CONST
ESTIMATE (SY)
MATTING FOR EROSION CONTROL
-L-27+00 29+00 LTec-1
DETAILS
EROSION CONTROL
EC-19
180
ec-2 -L-
ec-2 -L-
SUBTOTAL
TOTAL
SAY
200
2,250
MISCELLANEOUS MATTING TO BE INSTALLED AS DIRECTED BY THE ENGINEER
31+30 33+30 RT 150
35+10 LT35+60 60
ec-2 -L-35+10 36+25 RT
38+00 39+30 LT-L-ec-2
39+50 41+50 RT-L-ec-2
41+50 42+50 LT 60-L-ec-2
45+50 47+00 RT-L-ec-3
50+00 51+93 RT-L-ec-3
53+30 54+30 RT-L-ec-3
56+00 59+00 RT-L-
57+50 61+00 LT-L-ec-4
130
130
130
100
300
200
ec-3/4 400
240
2,450
2,700
ec-3 -L-53+18 53+40 LT 170