20121055 Ver 2_More Info Received_20150416

Kimley » >Horro
March 27, 2015
Mr Tom Steffens
US Army Corps of Engineers
Washington Regulatory Field Office
2407 West 51h Street
Washington, NC 27889 -1000
Mr Anthony Scarborough
NC Division of Water Resources
943 Washington Square Mall
Washington, NC 27889
REV '^ENR/DM
MAR 3 0 2015
Water Quality Regional
Washington ngtoonRegional Office
D
RE: South Tar River Greenway Project, Phase 3 — Greenville, North Carolinj LA PR 1 6 2015
Request for Additional Information and Response to Comments
On behalf of the City of Greenville, Kimley -Horn is submitting the enclosed additional informatic
the above referenced project per the NC Division of Water Resources (NCDWR) Request for
Additional Information letter dated February 20, 2015, and received by the City of Greenville on
March 3, 2015 This response to comments also addresses discussions during the field visit on
February 4, 2015
In addition to the items discussed below, the City of Greenville also proposes to amend the permit
application package based on comments provided by NCDWR staff in the field beyond the items
outlined in the request for additional information The City has upsized the proposed pipes east of
Site 7 to alleviate NCDWR staff concerns that the originally proposed 18" pipes were likely
undersized based on the conditions observed As shown on the attached revised plan sheets, the
City of Greenville is proposing to increase the pipe at STA 88 +86 from 18" to 24 ", and the pipe at STA
89 +35 from a single 18" to a dual 18" pipe A 24" pipe was not practical at STA 89 +35 due to pipe
cover limitations along the greenway alignment
The City of Greenville's geotechnical engineer, Falcon Engineering, has provided additional
information regarding the proposed slopes and stabilization measures throughout the corridor to help
satisfy NCDWR staff concerns as to the long -term stability of the greenway and side slopes in the
flood prone areas adjacent to the Tar River The following excerpt from the Geotechnical Report for
this project was provided by Jeremy R Hamm, P E , of Falcon Engineering The report is currently
being finalized by Falcon Engineering
Existing slopes along the project corridor are very steep, typically 2 1 to 15 1, and m some
cases approaching 1 1 In order to maintain and promote stability of these steep slopes along
the project, our approach is to avoid modifying existing slopes wherever possible Where
modifications cannot be avoided, the preferred method is to cut a bench Into the existing
slopes (removing slope failure driving force) rather than fill a bench out from the slope
(adding slope failure driving force) Where a fill bench is necessary based on utility or
property line conflicts, we will perform global stability analyses of the proposed slopes, and
consider utilizing MSE reinforced slopes as necessary to provide a factor of safety against
3001 Weston Parkway, Cary, NC 27513 919 677 2000

Kimley »>Horn
Page 2
global failure equal to or greater than the existing slope system At the crossing beneath
Memonal Dnve and ►n other smaller areas, the path will be constructed on a fill embankment
at the toe of the existing slope, effectively creating a toe berm that will Improve the factor of
safety of the existing slope
In selection of cut and fill slope inclination, 3 1 slopes are preferred Small 15 1 slopes are
only present where they match existing slopes and are limited to a few feet in constructed
height Proposed 2 1 slopes are only utilized ►n areas with existing slopes steeper than 2 1 or
to minimize Impacts to environmentally sensitive areas (wetlands and buffers) 2 1 slopes on
the order of up to 10 feet In height are anticipated to maintain adequate local stability with
erosion protection All proposed slopes steeper than 3 1 will be protected with permanent
erosion control matting per NCDOT standard practice in order to protect against shallow
slope failures and erosion A specified grain size distribution restriction for soils used In
dressing slopes or constructing embankments potentially subject to considerable erosion
potential Is also being Implemented in the project specifications Various retaining walls will
also be utilized throughout the project in order to avoid steepening existing slopes exceeding
2 1 Where retaining walls will have steep front and back slopes, soldier pile retaining walls
will be utilized Soldier pile retaining walls will be designed with adequate pile embedment to
promote stability of the front and back slopes
The attached erosion control sheets, and the summary sheet EC -17, show the areas throughout the
corridor that will be stabilized with matting for purposes of erosion control during the construction
process
Concerns were also raised during this review process by the reviewing staff regarding the proposed
fill within the 100 -year floodplam of the Tar River, however a No -Rise Certification was obtained for
the proposed project on December 9, 2014, and documentation has been attached Fill within a 100 -
year floodplain is not prohibited under the requested Nationwide Permit 14 or the corresponding
General Certification 3886
As requested, below is an outline of the NCDWR comments along with a brief narrative that
addresses each item
1) This Office believes that the sites labeled on the plans as 11, 12, and 16 can be moved or
reconfigured to avoid the impacts to the riparian buffers and/or wetlands Please revise the
plans to avoid the impacts or provide a detailed explanation of why this plan for the activity
cannot be practically accomplished, reduced, or reconfigured to avoid impacts to the riparian
buffer
a The impact proposed at Site 11 has been reconfigured to avoid buffer impacts
Wetland impacts at Site 11 however are unavoidable due to the proximity of the
existing sewer line to the existing drainage pipe and the steep slopes adjacent to the
greenway alignment Due to these constraints, an elevated boardwalk or bridge
structure is not practical or feasible at this location The proposed wetland impacts at
Site 11 are less than 0 01 acre, and the proposed outlet protection will minimize
existing erosion in this conveyance

Kimsey »9Horn
Page 3
b The western end of Site 12 consists of an existing conveyance that discharges from a
48" pipe at high velocity onto a concrete pad, and continues down a large nprap
apron to the Tar River The proposed impacts to the Tar River buffer in this area are
primarily located within the footprint of the existing nprap apron and the previously
disturbed fill slopes The proposed impacts are associated with the greenway fillslope
construction and the proposed improved conveyance system that includes the
installation of proposed dual 36" pipes at a more level slope beneath the proposed
greenway The function boxes shown on sheet C -14 of the attached permit drawings
will create an opportunity to dissipate energy, will allow the proposed pipes to be less
steep, and will allow for removal of the concrete pad We believe that this
configuration will address the safety and erosion issues created by the current
concrete structure and steep nprap apron The wetland and buffer impacts resulting
at Site 12 are primarily due to the limitations imposed by the steep grades outside of
the riparian buffer The proposed alignment has been located as close to the existing
sewer line and side slope as possible, while still keeping the overall fill slope footprint
as narrow as possible, minimizing impacts The existing conveyance will not collect
or convey any new stormwater, and as a result of the greenway construction, the
system will be better stabilized and safer
The two existing stormwater conveyances located at the eastern end of Site 12
(Sheet C -15 of the attached permit drawings) were discussed during our site visit on
February 4, 2015 for potential alignment shifts or reconfigurations to avoid impacts
The City of Greenville has revised the proposed plans in this area based on those
discussions, and is proposing to construct two elevated boardwalks over these
conveyances to avoid removing the benefits of the riparian buffer along these two
drainages Impacts to the Tar River buffer resulting from the construction of the
greenway fill slope will still be needed along Site 12 to allow safe bypass around
these boardwalks for utility maintenance and emergency access, and to address the
long -term stability of the greenway adjacent to the existing steep grades
c The impacts proposed at Site 16 were also discussed during our site visit, and the
Site has been reconfigured The following changes and improvements have been
made to Site 16
i The proposed greenway grade and fill slopes have been modified to prevent
the collection of stormwater inside the curve of the path, which will allow
stormwater to sheet flow across the path and remain as diffuse flow through
the buffer
n The existing conveyance structure consists of 18" flexible high - density
polyethylene (HDPE) pipe that is improperly aligned and causing severe
erosion and instability at the outlet NCDWR staff raised the possibility of
constructing the greenway over the top of the conveyance to avoid the need
to modify this pipe and the associated buffer impacts, however, this was
determined not to be a feasible solution due to the erosion occurring at the

Kimley »9Horn
Page 4
existing pipe outlet The erosive velocities exiting the existing pipe will
continue to undermine the slope and the greenway path, creating both a
water quality and safety hazard in this area With the proposed grade
adjustment discussed in item (i) above, no stormwater will be collected and
the existing conveyance will be allowed to pass through the greenway
corridor, but with an improved pipe orientation and a stabilized outlet while
addressing the erosion at this location
ui The significant erosion that has developed at the outlet of the flexible HDPE
pipe will be addressed as a result of the greenway fillslope construction and
pipe realignment The outlet velocity will be greatly reduced and a nprap
apron will provide improved long term protection at the outlet
2) Please provide cross section of wetland and buffer impacts sites and typical cross section of
the proposed hiking trail including fill slopes
a Greenway path cross sections have been included with this additional information
submittal
3) Please provide calculations to show the outlet velocity from all outlet(s) to the wetland(s) and
npanan buffers A non - erosive velocity of two feet per second or less must be achieved for
the peak flow from the 10 -year storm
a Due to the steep slopes and existing development present throughout the project
corridor, velocities of less than two feet per second cannot be achieved without
substantially increased impacts to riparian buffers and /or wetlands Such velocities
do not occur under existing conditions according to our modeling, either The existing
drainage conveyances along the proposed greenway alignment are tied into existing
stormwater systems associated with prior residential development and roadway
corridors upslope of the greenway path For many of the systems, it would be
impossible to adjust the slope or modify the system to meet an outlet velocity of less
than two feet per second
The City of Greenville's greenway project proposes to stabilize and improve the
systems that will be impacted by the greenway, and would reduce outlet velocities
compared to those of the current conditions Preformed scour holes will be provided
where practical, and existing stormwater pipes will be reconfigured to decrease
energy in the stormwater flows prior to discharging into the wetlands and /or buffers
Outlet velocities across the project would be decreased substantially compared to
those of the current conditions Riprap dissipater pads and aprons are proposed
throughout the project using the NCDENR outlet protection design criteria All outlet
velocities and nprap outlet protection calculations have been included for your
reference
4) The proposed Impacts associated with any additional impacts to the npanan buffer other than
the installation of a pre -form scour at the end of an existing stormwater outlet are considered
prohibited and will require a request for a Variance

Kimsey » >Horn
Page 5
a Throughout the project, stormwater will be allowed to sheet flow across the greenway
path and into protected riparian buffers No runoff from the greenway path will be
collected or concentrated
b All existing conveyances that will be modified by the proposed greenway project will
be "pass- through" conveyances and will receive no runoff from new impervious cover
generated by the project Modifications to existing conveyances will be for the
purpose of decreasing velocity, reducing existing erosion, and /or addressing currently
undersized conveyances that would endanger the path In these locations that would
result in direct buffer impacts, the City of Greenville is proposing to address existing
erosion issues in the buffer through stabilization and /or by reducing existing runoff
velocities, thereby reducing the potential for sediment input compared to existing
conditions
Although some of the modified conveyances will result in increased runoff
conveyance capacity, the modifications are only proposed to remedy existing
undersized infrastructure and to protect the long -term stability of the greenway path
In addition to the above information, the following items have been included with this submittal
• Revised pre - construction notification buffer impact page
• FEMA No Rise Certification
• Riprap outlet protection calculation sheets
• Hydraulic calculation sheets
• Revised permit drawings showing updated and clarified impacts to protected riparian buffers
in the project corridor
• Revised plan sheet set with cross sections and vegetative stabilization plan
If there is any additional information that you need to assist in the processing of this permit application
package, please do not hesitate to contact me at (919) 678 -4155
Very truly yours,
Kimley -Horn and Associates, Inc
/Jason Hartshorn
Attachments
Cc Mr Lynn Raynor P E , City of Greenville
Mr Jeff Moore P E, Kimley -Horn
:kimley, horn corn ',"

6. Buffer Impacts (for DWQ)
If project will impact a protected npanan buffer, then complete the chart below If yes, then individually list all buffer impacts
below If any impacts require mitigation, then you MUST fill out Section D of this form
6a.
❑ Neuse ® Tar - Pamlico ❑ Other
Project is in which protected basing
❑ Catawba ❑ Randleman
6b
6c
6d
6e
6f
6g
Buffer impact
number—
Reason for
Buffer
Zone 1 impact
Zone 2 impact
Permanent (P)
impact
Stream name
mitigation
(square feet)
(square feet)
or Temporary
required?
(T)
Site 4
Construction
❑ Yes
® P ❑ T
of
UT to Tar River (Stream SE)
® No
2,172
1,833
Greenway
Site 12
Construction
❑ Yes
® P ❑ T
of
Tar River
® No
4,170
13,226
Greenway
Site 13
Construction
❑ Yes
®P ❑ T
of
Tar River
No
479
3,944
Greenway
Site 14
Construction
❑ Yes
® P ❑ T
of
Tar River
® No
5,918
5,209
Greenway
Site 15
Construction
❑ Yes
®P El T
of
Tar River
No
147
3,895
Greenway
Site 16
Construction
❑ Yes
® P ❑ T
of
Tar River
® No
223
797
Greenway
Site 17
Construction
❑ Yes
®P [:1 T
of
Tar River
®N°
0
167
Greenway
6h Total buffer impacts
13,109
29,071
61 Comments Portions of the protected riparian buffer of the Tar River and a UT to the Tar River will be impacted due to the
construction of the greenway path and shoulder, as well as for the installation of a prefabricated pedestrian bridge that will be
used to span the UT to the Tar River
D. Impact Justification and Mitigation
1. Avoidance and Minimization
1 a Specifically describe measures taken to avoid or minimize the proposed impacts in designing project
Impacts to streams in the project corridor were entirely avoided by intentionally locating the alignment outside of riparian
zones throughout the majority of the corridor, and allowing for construction access on both banks of the streams within the
project corridor, allowing elevated boardwalks and /or prefabricated bridges to be constructed /placed without impacting the
stream itself The greenway alignment has been located along existing sewer easement as much as possible To minimize
impacts to riparian areas, stream crossing locations were intentionally located where perpendicular crossings were feasible
and where prefabricated pedestrian bridges or constructed boardwalks could be used to span the entire stream Where
boardwalks will be used for stream crossings, all support pilings will be located outside of the top of bank benches to avoid
stream impacts Impacts to wetlands within the corridor were avoided the the extent practical, and impacts will be minmized by
using 2 1 fill slopes and /or boardwalks where practical
1 b Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques
Impacts to streams and wetlands within the corridor will be minimized to the extent practical throughout the construction
process by avoiding stream and wetland features wherever possible Where feasible, staging and construction access routes
will be located in upland areas throughout the corridor Tree protection fencing, silt fencing, and other standard Best
Management Practices (BMPs) and measures will be used throughout the construction process to minimize impacts to
downstream receiving waters and minimize runoff from the construction sites
Page 8 of 14
PCN Form — Version 1 3 December 10, 2008 Version

TNIorth Carolina Department of Public Safety
Emergency Management
Pat McCrory, Governor
Frank L Perry, Secretary
December 9, 2014
Billy Lee Merrill, PLS, CFM
City of Grenville City Surveyor
1500 Beatty Street
Greenville, NC 27834
Subject: No -Rise Certification for South Tar River Greenway Phase 3
Dear Mr Merrill.
Mtchael A Sprayberry, Director
The North Carolina Department of Public Safety Division of Emergency Management Risk
Management National Flood Insurance Program ( NCNFIP) staff has reviewed the Engineering
No -Rise Analysis for the proposed greenway trail along the Tar River The report was prepared
by Kimley -Horn and Associates, Thomas M. Gray, P E, dated November 25, 2014. The report
was received in this office on December 4, 2014
Based on the information provided, the NCNFIP review indicates the report meets the
requirements of the Federal Emergency Management Agency's (FEMA) guidance for a no -rise
certification. The NCNFIP finds no objection to the conclusion of no increase in base flood
elevation or floodway elevation as contained in the report.
The No -Rise Certification Study is used to measure impacts due to the proposed development
within the floodway It should not be used to establish base flood elevations A floodplain
development permit will be required prior to starting work
If you have any questions or concerns with the items herein, please feel free to contact Dan
Brubaker at (919) 825 -2300, by email at dan brubakerkncdps og_v or at the address shown on the
footer of this document
r-.
Sincere
6
e i J.
Ashe, P.E., CFM
Assistant Director
Risk Management
CC' John Gerber, NFIP State Coordinator
Dan Brubaker, NFIP Engineer
MAILING ADDRESS GTM OFFICE LOCATION:
4218 Mail Service Center 4105 Reedy Creek Road
Raleigh NC 27699 -4218 Raleigh, NC 27607
www ncem org Telephone [phone] A&WIDVATONRUM
Fax [phone]
An Equal Opportumry Employer

RIP RAP OUTLET PROTECTION
Project: I South Tar River Greenwa
Calculated,By:f CER
Pipe-#1. ° °
STA: 24 +40 -L1- LT
DIA: 18 in m °
cfs
V 9 30 ft /sec °
-From DENR Erosion &Sediment Use Class s Rip Rap t = 1
Control Manual Figure 8 06 04
LA = 0
Do = 18 in
O 3Do = -45 ft
Do 3Do Do + La La = 9 ft
Do+La= 105 ft
�� ♦ _ °
La v
Quanity Calculations:
Outlet Pad 675 sf
Rip Rap 3 tons use 100lbs /cf
Filter Fabric 8 sy
Metric
Rip Rap tons (metric)
Filter Fabric sq meters

'RIP RAP OUTLET PROTECTION
Project: I South Tar River Greenwa
Calculated By: CER
Pipe #1
STA: 54 +46 -1-2- LT
DIA:24 in
Q: 9 8 . cfs -
V: 8 52 ft- /sec a °
,From DENR Erosion & Sediment. °Use Class B �1 Rip Rap t 1
Control Manual Figure 8 06 04 —�
LA = 13
T
Do
Do = 24 in
3Do = 6, ft
Do + La La = 13 ft
°Do °+ La = 15° ft
I ~- La
Quanity Calculations:
Outlet Pad
Rip Rap
Filter Fabric
Metric
Rip Rap
Filter Fabric
1365 sf
7 tons use 100lbs /cf
15 sy
tons (metric)
sq meters

RIP RAP OUTLET PROTECTION
Project: I South Tar River Greenway
Calculated By: CER
Pipe #1
STA: 61 +82 -1-2- LT j •
DIA: 18 in
Q, 1 1 cfs
V: 6 65 ° ft /sec
From DENR Erosion & Sediment Use Class B • Rip Rap
Control Manual °Figure 8 06 04 m
LA_� °° °
T
Do
Cb
O
3Do Do + La
° m
La
Quanity Calculations:
Outlet Pad
Rip Rap
Filter Fabric
Metric
Rip Rap
Filter Fabric
t= 1
Do 18 in
3Do- 4 5 ft
La= 9 ft
Do +'La =° 10 5 ft
675 sf
3 tons use 100lbs /cf
8 sy
tons (metric)
sq`meters

RIP RAP OUTLET PROTECTION
Project: I South Tar River Greenwa
Calculated,By: CER
Pipe #1
STA: 81 +50 -L3- Lr i
DIA: 18 in
Q: 2 3 cfs °
V:, -7 67 ft /sec °
From DENR Erosion &Sediment Use Gass s Rip Rap
Control -Manual Figure 8 06 04 — -
IA =0
T
Do
Quahity Calculations:
° ° a
O
3 Do Do + -La
~ La
t= 1
Do = 1'8 in
3Do = 45 ft -
La = 9 ft
Do +La °= 105-ft
Outlet Pad. 675 sf
Rip Rap 3 tons use 100lbs /cf
Filter Fabric 8 sy
Metric
Rip Rap
Filter Fabric
tons (metric)
sq meters

RIP RAP OUTLET PROTECTION
Project: I South Tar River Greenwa
Calculated;By: CER
Pipe #1
STA: 81 +75 -L3- LT
DIA: 15 in
cfs
ft /sec
from DENR Erosion &°Sediment Use Class B `� Rip Rap °
Control Manual Figure 8 °06 04 -
LA =®
Do
O
3Do -Do + °La
1 La
t= 1
Do = 15 in
313o­-4 75 ft:
La = p,8 ft
Do +La= 925 ft
Quanity Calculations:
Outlet Pad
52 sf
Rip Rap
3 tons use 100lbs /cf
Filter Fal:Oc
6 sy
Metric
Rip Rap
tons (metric)
Filter Fabric
sq meters

RIP RAP OUTLET PROTECTION
Project: I South Tar River Greenway
Calculated By CER
m e
Pipe #1
STA: 85 +70 -1-3- LT °
DIA:24 in
Q: 13 5 cfs
V: 13 80 ft /sec
From DENR Erosion & Sediment ° Use !Class B Rip Rap
Control °,Manual °Figure 8 06 04
T° O
Do 3Do Dd + La
~— La
Quanity Calculations:
Outlet Pad
Rip Rap
Filter Fabric
Metric
Rip Rap
Filter Fabric
t= 1 °
Do =
24
in
3Do =
6
ft
La =
13
ft
Dc +La=
15
ft
1,365 sf
7 tons use 100lbs /cf
15 sy
tons (metric)
sq meters

RIP RAP OUTLET PROTECTION
Project: I South Tar River Greenway
Calculated By: CER
Pipe #1
STA: 88 +86 -1-3- LT •
DIA:24 in
Q: 0 8 cfs
V: 5 50 ft /sec
From°DENF2,Erosion & Sediment ° Use Class B Rip Rap
Control Manual Flgure 8.06 04 m -
'LA =�
T
Do
O
3Do Do + La
La" "
Quanity Calculations:
Outlet Pad
Rip Pap
Filter Fabric
Metric
Rip Rap
Filter Fabric
Do = ° °24 in
3Do = ° 6 ft
La = 9-- ft
Do +La= 11 ft
765 sf
4 tons use 100lbs /cf
9 sy
tons (metric)
I
sq meters

RIP RAP OUTLET PROTECTION
Project: South Tar River Greenwa
Calculated By:
Pipe # °1•
STA: 89 +35 -L3- LT
DIA: 18 in *Note °2 @ 18 ",cros 7sing - °Quanty X 1.75
Q: 15 0 cfs
V: 8 10 .ft /sec
From DENR Erosion &Sediment Use Class B Rip Rap t = 1
Control Manual Figure 8 06.04-
LA =19 m
Do-* 18 m
TO 3Do ° = ° ° °4 5- ft
Do 3Do Do + La' °
• � � La =° 9 ft
Do +La= 105 ft
~- La
Quanity Calculations:
Outlet Pad 675 sf
Rip Rap 3 tons use 100lbs /cf
Filter Fabric 8 sy
Metric
Rip Rap tons (metric)
Filter Fabric sq °meters

RIP RAP OUTLET PROTECTION
Project: I South Tar River Greenwa
Calculated °By: CER
Pipe #1
STA: 94 +47 -1-3- IFT • , o-
DIA: 18 in
Q: 1 5 cfs o
`V 6 60 ft /sec
°From► DEN °R Erosion & Sediment Use Class B^ , Rip Rap °
Control Manual Figure 8 06 04
eLA = O
T
Do
Quanity Calculations:
Outlet Pad
Rip Rap
Filter Fabric
Metric
Rip Rap
Filter Fabric
t= 1 °
Do = 18 in
3Do = 45 ft
La = 9 ft
Do +La= 105 ft
675 sf
3 tons use 100lbs /cf
8 sy
tons (metric)
sq meters

RIP RAP OUTLET PROTECTION
Project: South Tar River Greenwa
Calculated By:` CER
Pi a #1
STA: 110 +64 -1-4- LT
DIA: 18 in
Q: 2 3 cfs
V 9 06 ,ft, /sec° ° m v
Frornt 6ENR Erosion & Sediment U 'se cu ss a °Rip Rap t= 1
Control Manual °Figure 8 06 04
LA
T
° Do
O
3Do Do + La
"�—
~- La
Quanity Calculations:
Outlet Rad
,Rip Rap
Filter Fabric
Metric
Rip Rap
Filter Fabric
° Do =° 1 ',8 in -
3Do = 45 ft
La = 9 ft
Do +La= 105 ft
675 sf
3 tons use 100lbs /cf
8 sy
tons (metric)
sq meters

Date
Project No
PIPE DATA SHEET
11/25/2014
EB -5539 I D. No. County Pitt Designed By BTV
Sheet 1 of
Checked By
0
Size & Type Pipe
Freq
Yrs.
Shoulder
CL Elev 2568
PLAN SUMMARY DATA
T W.
INLET CONTROL
OUTLET CONTROL
Elev 25 07
Vo
ft/s
COMMENTS
Drainage Area
2.50
ac
do
do +d
ho
H
LSo
Design Freq
10
yr
Station
24 +40 -L1-
Design Disch.
6.50
cfs
Skew
900
H
Design H.W. Elev
2391
ft
Size/Type Pipe
18 "RCP
H.W.
1
T.W
Q100 Disch
860
cfs
Type Entrance
Groove End Projecting LSo
1 56
1.30
Q100 H.W. Elev
24.21
ft
Direction of Flow
Rt to Lt
25
730
Overtopping Freq
>100
yr
Hydrological Method Rational
Inv Elev 2240 So =
3 6 % Inv. Elev. 21 10
Overtopping Disch.
1496
cfs
HW Control Elev
L =
360
Overtopping Elev.
25.68
ft
50
Size & Type Pipe
Freq
Yrs.
Q
cfs
Nat
H.W
Allow.
H.W
T W.
INLET CONTROL
OUTLET CONTROL
H.W.
Elev.
Vo
ft/s
COMMENTS
HW /D
H W
I
Ke
do
do +d
ho
H
LSo
H W.
2
18 RCP
10
650
1
097
1.45
0.2
0 99
1.25 1125
1 56
1.30
1 51
23.91
1 930
Outlet Control
18 RCP
25
730
105
157
0.2 1105
1.28
128
16411.30
1.62
24.02
9.53
Outlet Control
18 RCP
50
8.00
1.12
168
02 11
10
1.30
1 30
172
1.30
1.72
2412
972
Outlet Control
18 RCP
100
8.60
1.17
1.76
0.2 11.14
132
132
1.79
130
1.81
2421
9.87
Outlet Control
SUMMARY AND RECOMMENDATIONS Cross -pipe under trail connection

PIPE DATA SHEET
Date 11/25/2014
Project No EB -5539 I.D. No County Pitt Designed By BTV
Sheet 2
Checked By
of 6
Size & Type Pipe
Freq
Yrs
Shoulder CL Elev. 14 87
PLAN SUMMARY DATA
Allow.
H.W.
T.W.
INLET CONTROL
Elev 14 88
Drainage Area
1.80
ac
HW /D
H W.
Ke
Design Freq
10
yr
Station
54 +46 -L2-
H.W.
Design Disch
984
cfs
Skew
8111
H
Design H W. Elev.
1297
ft
Size/Type Pipe
24 "RCP
H W T.W.
Q100 Disch.
13.02
cfs
Type Entrance
Groove End Projecting
LSo
Q100 H.W Elev.
1328
ft
Direction of Flow
Rt to Lt
Overtopping Freq.
>100
yr
Hydrological Method Rational
Inv Elev. ii 30 So = 2 2 % Inv Elev 10.46
Overtopping Disch.
26.25
cfs
HW Control Elev
167
L = 380
Overtopping Elev
14.87
ft
Size & Type Pipe
Freq
Yrs
Q
cfs
Nat.
H W
Allow.
H.W.
T.W.
INLET CONTROL
OUTLET CONTROL
H W
Elev
Vo
ft/s
COMMENTS
HW /D
H W.
Ke
do
do +d
ho
H
LSo
H.W.
2
24 RCP
10
1 9.84
0.80
1 160
02
112
156
1 56
095
0.84
167
12.97
852
Outlet Control
24 RCP
25
11.05
0.86
172
02
1 19
160
160
103
084
1 79
1309
8.75
Outlet Control
24 RCP
50
1207
0.92
183
0.2
125
163
163
1 10
0.84
1 89
13.19
892
Outlet Control
24 RCP
100
13.02
0.96
1 92
0.2
130
1651165
1 17
084
198
1328
907
Outlet Control
SUMMARY AND RECOMMENDATIONS

PIPE DATA SHEET
Date 11/25/2014 Sheet 3 of 6
Project No EB -5539 I.D No. County Pitt Designed By BTV Checked By
mmmmummmum
• -•
OUTLET CONTROL
Size & Type Pipe
Komi
Komi
SUMMARY AND RECOMMENDATIONS
Shoulder CL Elev. 18 06 P
PLAN SUMMARY DATA
Elev 18 16 D
Drainage Area 0
0.43 a
ac
Design Freq. 1
10 y
yr
Station 6
61 +82 -L2- D
Design Disch 1
1 11 c
cfs
Skew 7
750 H
H D
Design H.W. Elev 1
1176 f
ft
Size/Type Pipe 1
18" RCP H
H.W T
T W Q
Q100 Disch. 1
146 c
cfs
Type Entrance G
Groove End Projecting LSo Q
Q100 H.W. Elev 1
11.85 f
ft
Direction of Flow R
Rt to Lt O
Overtopping Freq >
>100 y
yr
Hydrological Method Rational I
Inv. Elev. 11120 So = 4 7 % Inv Elev 868 O
Overtopping Disch. 2
23 99 c
cfs
HW Control Elev L
L = 54 0 O
Overtopping Elev. 1
1804 f
ft
OUTLET CONTROL
Size & Type Pipe
Komi
Komi
SUMMARY AND RECOMMENDATIONS
SUMMARY AND RECOMMENDATIONS

PIPE DATA SHEET
Date 11/25/2014 Sheet 4
Project No EB -5539 I.D. No. County Pitt Designed By BTV Checked By
of 6
Size & Type Pipe
Freq
Yrs.
Shoulder
CL Elev 3376
PLAN SUMMARY DATA
T.W.
INLET CONTROL
OUTLET CONTROL
Elev 33 78
Vo
ft/s
COMMENTS
Drainage Area
070
ac
do
do +d
ho
H
I LSo
Design Freq
10
yr
Station
81 +50 -L3-
Design Disch
225
cfs
Skew
900
H
Design H.W. Elev.
32.35
ft
Size/Type Pipe
18" CMP
H W
T W
Q100 Disch
2.98
cfs
Type Entrance
FES (Mitered to slope)
LSD—
3 98
4 10
0 92
Q100 H.W. Elev
32.49
ft
Direction of Flow
Rt to Lt
253
Overtopping Freq.
>100
yr
Hydrological Method Rational
Inv. Elev. 3140 So =
13 2 % Inv Elev. 2730
Overtopping Disch
868
cfs
HW Control Elev
0 99
L =
310
Overtopping Elev.
33 78
ft
276
Size & Type Pipe
Freq
Yrs.
Q
cfs
Nat
H W
Allow
H.W.
T.W.
INLET CONTROL
OUTLET CONTROL
H.W
Elev.
Vo
ft/s
COMMENTS
HW /D
H W.
Ke
do
do +d
ho
H
I LSo
H W
2
18 CMP
10
225
063
1 0.95
07
10571
1.04
1.04
3 98
4 10
0 92
32.35
7.67
Inlet Control
18 CMP
25
253
067
1.01
07
1060
1.05
1105
4.04
4.10
0 99
32.41
794
Inlet Control
18 CMP
50
276
070
105
07
1063
1.07
107
4 06
4 10
103
3245
8.14
Inlet Control
18 CMP
100
2.98
0.73
109
07
1066
1.08
108
4 1014
10
108
32.49
832
Inlet Control
SUMMARY AND RECOMMENDATIONS

PIPE DATA SHEET
Date 11/25/2014 Sheet 5 of 6
Project No. EB -5539 I D. No. County Pitt Designed By BTV Checked By
Size & Type Pipe
Freq
Yrs
Shoulder CL Elev 1257
PLAN SUMMARY DATA
Allow.
H.W
T.W.
INLET CONTROL
Elev 12 10
H.W
Elev
Drainage Area
104
ac
H.W.
1
Ke
do
1
do +d
Design Freq.
10
yr
Station
110 +64 -L4-
Design Disch
234
cfs
Skew
600
H
Design H.W. Elev.
10.84
ft
Size/Type Pipe
18" RCP
H W
T W
Q100 Disch.
3 10
cfs
Type Entrance
Groove End Projecting LSo _
1
Q100 H W Elev.
10.98
ft
Direction of Flow
Rt to Lt
104
Overtopping Freq
>100
yr
Hydrological Method Rational
Inv Elev io oo So = 6 0 % Inv. Elev. 760
Overtopping Disch
1045
cfs
HW Control Elev
L = 400
Overtopping Elev.
12.10
ft
02
Size & Type Pipe
Freq
Yrs
Q
cfs
Nat.
H.W
Allow.
H.W
T.W.
INLET CONTROL
OUTLET CONTROL
H.W
Elev
Vo
ft/s
COMMENTS
HW /D
H.W.
1
Ke
do
1
do +d
ho
H
LSo
H.W.
2
18 RCP
10
2.34
1
1
0.50
075
0.2
0 58
104
104
2 20
2 40
0 84
10.84
9.06
Outlet Control
18 RCP
25
2.63
0.54
081
02
0-62
1.06
1106
2 2312.40
0 89
10.89
9.35
Outlet Control
18 RCP
50
287
057
0.86
02
064
1.07
1107
2 2712
40
0.94
1094
9.52
Outlet Control
18 RCP
100
3.10
060
090
0.2
1067
109
109
2 2912
40
0 98
10.98
970
Outlet Control
SUMMARY AND RECOMMENDATIONS

Date 11/25/2014
Project No. EB -5539 I.D No
PIPE DATA SHEET
Sheet 6 of 6
County Pitt Designed By BTV Checked By
Size & Type Pipe
Freq
Yrs.
Shoulder CL Elev 2005
PLAN SUMMARY DATA
Allow
H W.
T W
INLET CONTROL
Elev 20 06
H.W
Elev
Drainage Area
065
ac
H.W.
Ke
do
do +d
Design Freq.
10
yr
Station
118 +46 -L4-
Design Disch
1.67
cfs
Skew
770
H
Design H.W. Elev
1800
ft
Size/Type Pipe
18" RCP
H W
T W
Q100 Disch.
221
cfs
Type Entrance
Groove End Projecting LSo
1
Q100 H.W Elev.
18.11
ft
Direction of Flow
Rt to Lt
100
Overtopping Freq.
>100
yr
Hydrological Method Rational
Inv Elev. 117 30 So = 62 % Inv Elev. 1500
Overtopping Disch.
13.17
cfs
HW Control Elev
L = 37.0
Overtopping Elev
20.05
ft
0.2
Size & Type Pipe
Freq
Yrs.
Q
cfs
Nat
H.W
Allow
H W.
T W
INLET CONTROL
OUTLET CONTROL
H.W
Elev
Vo
ft/s
COMMENTS
HW /D
H.W.
Ke
do
do +d
ho
H
LSo
H.W.
2
18 RCP
10
167
1
1
041
1 0.62
0.2
0 49
100
100
2 00
2 30
0.70
1800
830
Outlet Control
18 RCP
25
1.88
044
0.66
0.2
10 521101
10112
03
2 30
0.74
1804
860
Outlet Control
18 RCP
50
2.05
0.47
070
0 2
10 5411.02
1.02
2 06
2.30
0 78
1808
8.82
Outlet Control
18 RCP
100
221
049
0.73
0.2
0 56
103
103
2 08
2 30
0 81
18 11
9.02
Outlet Control
SUMMARY AND RECOMMENDATIONS

Date 9/30/2014 Kimley -Horn & Associates, Inc. Sheet 1 of 1
Raleigh, NC
Project Number 12654005 Designed By BTV
County Pitt Checked By LDR
Ditch Computation Sheet
Description EB -5539
Ditch Location
K \RAL_Roadway \012654005 - EB- 5539\ Plan\ Hydraulics \Calculations \DitchCompSheet xls
K \RAL_Roadway \012654005 - EB- 5539\ Plan\ Hydraulics \Calculations \DitchCompSheet xls

CREATE DATE
REV DATE
ID NO
DESCRIPTION
11/25/2014
EB -5539
S. Tar River Greenw
INLET COMPUTATION SHEET
PROJ NO 12654005
COUNTY Pitt
DESIGNED BY BTV
REVD BY
Page 1 of 1 Printed 11/25/2014
LOCATION
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2070
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0 190
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100
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0 3
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03
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N/A
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1104
L3
85 +84
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3343
0 000
0 040
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060
300
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1106
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88 +86
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0 125
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100
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N/A
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1108
L3
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00
1.50
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N/A
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1201
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2050
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1203
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0 028
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1402
L4
111 +87
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3200
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0 028
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00
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1403
L4
111 +82
58 Rt
3200
0 020
0 028
5201
060
550
00
07
00
07
Page 1 of 1 Printed 11/25/2014

CREATE DATE 11/2512014
REV DATE
ID NO EB -5539
DESCRIPTION S. Tar River Gree
STORM DRAIN DESIGN COMPUTATIONS
PROJ NO 12654005 COUNTY Pitt
DESIGNED BY BTV
REVD BY
LOCATION
RUNOFF
PIPE
DESIGN
STRUCTURE
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Page 1 of 2 Printed 11/25/2014

CREATE DATE
REV DATE
ID NO
11/25/2014
EB -5539
STORM DRAIN DESIGN COMPUTATIONS
PROJ NO 12654005 COUNTY Pitt
DESCRIPTION S. Tar River Greenway
DESIGNED BY
REVD BY
BTV
LOCATION
RUNOFF
PIPE
DESIGN
STRUCTURE
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Page 2 of 2 Printed 11/25/2014

Strickland, Bev
From: K4ontalvo ShehA
Sent: Thursday, April l6'ZUl5Z:48PK4
To: Strickland, Bev
Subject: FVV South Tar River Greenway Additional Information Package Electronic Plan Set
Request
From:
Sent: Thursday, April 16, 2O152:45 PM
To: Montalvo, ShehA
Subject: South Tar River Greenway - Additional Information Package - Electronic Plan Set Request
°South_Tor_River_Qreenwoy_Pennh—Orowings_2O15-O3-2O.pdf(7MB)
°South_Tor_River_Qnaenwoy_P|on_Set_with_XS_2015-03-20.pdf(25.1 MB)
Download the attachments by���g���.
Good afternoon Sheri,
As requested, I have attached the PDF format of the plan set and permit drawings as submitted with the Additional
Information Package for the South Tar River Greenway Project in Greenville, NC. Let me know if you have any problems
accessing the file orif you need anything else.
Sincerely,
Jasoin I lartshorin
Kinm|ey-Horn 13001 Weston Parkway, Cory. WC 27513
Direct: 919 678 41551 Mo[::)i1e: 919 417 1781

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OWN
CITY C
1500 B
GREEI
LYNN
252.32
Iraynor
ENG
KIMLE
3001 V
CARY,
JEFFREY W. MOORE, P.E.
919.677.2000
jeff.moore @kimley - horn.com
P ITT -GREENVI
AIRPORT
BEGIN
PROJECT
2
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CITY OF GREEN VILLE
SOUTH TAR
PHASE
RIVER GREENWAY,
3 (EB - 5539)
FROM MOYE
BOULEVARD
TO
THE WESTERN TERMINUS OF
THE EXISTING
SOUTH TAR
RIVER
GREENWAY NEAR PITT STREET
-L3- STA 98 + 75.00
000
Q
Z
PROJECT REFERENCE NO.
SHEET NO.
EB -5539
/
GRAPHIC SCALE
io 0 20
PLANS
10 0 20
PROFILE (HORIZONTAL)
2 0 4
I�
� PROFILE (VERTICAL) J
INOOMPLETE PLANS
DO NOT USE FOR R% W ACQUISITION
PRELIMINARY PLAN$
DO NOT USE FOR CONSTRUCTION
SURVEYOR:
421 FAYETTEVILLE STREET
SUITE 400
RALEIGH, NC 27601
FRANK MUNDY, PLS
919.380.8750
[e-mail]
GEOTECHNICAL:
FALCON ENGINEERING, INC.
1210 TRINITY ROAD
SUITE 110
RALEIGH, NC 27607
CHRISTOPHER V. NORVILLE, P.E.
919.871.0800
cnorville @falconengineering.com
BARBARA LIPSCOMB
CITY MANAGER
i
/
PREPARED IN THE OFFICE OFo
Kiomley)))Horn
PaOo BOX 3308 — RALEIGH, NORTH CAROLINA 27636 -308
PHONE. [phone] FAX. [phone] PE No, F —o 102
CO 2014
Greenvi
Find yourself in good company
*10
INDEX OF SHEETS
SHEET NO.
DESCRIPTION
1
TITLE SHEET
2
CONVENTIONAL SYMBOLS
C -1 TO C -16
MULTI -USE PATH AND DRAINAGE PLANS
CD -1 TO CD -8
PROJECT NOTES, CONSTRUCTION DETAILS, AND BOARDWALK DETAIL
EC -1A TO EC -22
GRADING AND EROSION CONTROL PLANS
X -1 TO X -23
MULTI -USE PATH AND ROADWAY CROSS SECTIONS
ALLEN THOMAS
MAYOR

Ln
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0)
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Note: Not to Scale
*S. U.E. = Subsurface Utility Engineering
BOUNDARIES AND PROPERTY.-
State Line ----- -----
County Line
Township Line -- --
City Line -
Reservation Line
Property Line
Existing Iron Pin O
Property Corner
El
Property Monument ECM
Parcel /Sequence Number X23
Existing Fence Line -x
Proposed Woven Wire Fence
Proposed Chain Link Fence
Proposed Barbed Wire Fence
Existing Wetland Boundary - - - —WLB— - - -
Proposed Wetland Boundary —WLB
Existing Endangered Animal Boundary EAB
Existing Endangered Plant Boundary EPB
Known Soil Contamination: Area or Site
Potential Soil Contamination: Area or Site
BUILDINGS AND OTHER CULTURE:
Gas Pump Vent or U/G Tank Cap
O
Proposed Telephone Pole
S
Sign
M/LEPOOST 35
°
Well
Small Mine
SWITCH
Foundation
?UTL
Area Outline
HH
Cemetery
fi
Building
Designated U/G Telephone Cable (S.U.E. *) -
Existing Right of Way Marker
School
Existing Right of Way Line
Church
Proposed Right of Way Line
Dam
HYDROLOGY.-
Stream or Body of Water
Hydro, Pool or Reservoir
Jurisdictional Stream
Buffer Zone 1
Buffer Zone 2
Flow Arrow
Disappearing Stream
C r% r; rn rr
—1-1 11.y
Wetland
Proposed Lateral, Tail, Head Ditch
False Sump
is
BZ 1
BZ 2
FLOW
RAILROADS.-
Standard Gauge "
" " i
Proposed Telephone Pole
CSX TRANSPORTATION
RR Signal Milepost
M/LEPOOST 35
Switch
❑
Telephone Pedestal
SWITCH
RR Abandoned
?UTL
RR Dismantled
HH
RIGHT OF WAY.-
T
Baseline Control Point
Designated U/G Telephone Cable (S.U.E. *) -
Existing Right of Way Marker
0
Existing Right of Way Line
Designated U/G Telephone Conduit (S.U.E. *)- -
Proposed Right of Way Line
R
Proposed Right of Way Line with
R
Iron Pin and Cap Marker
Proposed Right of Way Line with
R
Concrete or Granite R1W Marker
Proposed Control of Access Line with
Concrete C/A Marker
Existing Control of Access
'C \l
.A /'
Proposed Control of Access
Existing Easement Line --E
—
Proposed Temporary Construction Easement-
E
Proposed Temporary Drainage Easement
TDE
Proposed Permanent Drainage Easement
PDE
Proposed Permanent Drainage /Utility Easement
DUE
Proposed Permanent Utility Easement
PUE
Proposed Temporary Utility Easement
TUE
Proposed Aerial Utility Easement
AUE
Proposed Permanent Easement with
Iron Pin and Cap Marker
ROADS AND RELATED FEATURES:
Existing Edge of Pavement
—
Existing Curb
—
Proposed Slope Stakes Cut - - - C - - -
Proposed Slope Stakes Fill - - - F - - -
Proposed Curb Ramp cR
Existing Metal Guardrail
Proposed Guardrail
Existing Cable Guiderail
Proposed Cable Guiderail
Equality Symbol
Pavement Removal
VEGETATION.-
Single Tree
Single Shrub
Hedge
ti
Orchard
Vineyard
EXISTING STRUCTURES:
MAJOR:
Bridge, Tunnel or Box Culvert
Bridge Wing Wall, Head Wall and End Wall -
MINOR:
Head and End Wall
Pipe Culvert
Footbridge
Drainage Box: Catch Basin, DI or JB
Paved Ditch Gutter
Storm Sewer Manhole
Storm Sewer
UTILITIES:
POWER:
Existing Power Pole
Proposed Power Pole
Existing Joint Use Pole
Proposed Joint Use Pole
Power Manhole
Power Line Tower
Power Transformer
U/G Power Cable Hand Hole
H -Frame Pole
Recorded U/G Power Line
Designated U/G Power Line (S.U.E. *)
TELEPHONE:
Vineyard
coNc
) CONC ww C
C0NC HW
>---- - - - - --<
CB
O
i
b
4-
-6-
0
P
— P
Existing Telephone Pole
Proposed Telephone Pole
-0-
Telephone Manhole
O
Telephone Booth
❑
Telephone Pedestal
❑D
Telephone Cell Tower
?UTL
U/G Telephone Cable Hand Hole
HH
Recorded U/G Telephone Cable
T
A/'G Tank; Water, Gas, Oil
Designated U/G Telephone Cable (S.U.E. *) -
- - —T— - - -
Recorded U/G Telephone Conduit
TC
Designated U/G Telephone Conduit (S.U.E. *)- -
- - -TO- - - -
Recorded U/G Fiber Optics Cable
T FO
Designated U/G Fiber Optics Cable (S.U.E. *t -
- - -T FO- - -
INOOMP LET]E PLANS
DO NOT USE FOR R // W ACQUISITION
]pkEILtMINAR-Y PLANS
DO NOT USE FOR CONSTRUCTION
WATER:
Water Manhole
Water Meter o
Water Valve
Water Hydrant
Recorded U/G Water Line
Designated U/G Water Line (S.U.E.* - - - -�- - -
Above Ground Water Line A/C water
TV:
TV Satellite Dish C�
TV Pedestal
TV Towe r
U/G TV Cable Hand Hole "H
Recorded U/G TV Cable TV
Designated U/G TV Cable (S.U.E. *) - - - —TV— -
Recorded U/G Fiber Optic Cable TV FO
Designated U/G Fiber Optic Cable (S.U.E. *�-- - - - -TV FO- -
GAS:
Gas Valve 0
Gas Meter
Recorded U/G Gas Line O
Designated U/G Gas Line (S.U.E. *) - - - -O-
Above Ground Gas Line A/c cos
SANITARY SEWER:
Sanitary Sewer Manhole ®O
Sanitary Sewer Cleanout O
U/G Sanitary Sewer Line SS
Above Ground Sanitary Sewer A/C Sanitary Sewer
Recorded SS Forced Main Line FSS
Designated SS Forced Main Line (S.U.E. *) - - - -FSS-
MISCELLANEOUS:
Utility Pole
•
Utility Pole with Base
El
Utility Located Object
o
Utility Traffic Signal Box
❑
Utility Unknown U/G Line
?UTL
U/G Tank; Water, Gas, Oil
Underground Storage Tank, Approx. Loc.
CM
A/'G Tank; Water, Gas, Oil
Geoenvironmental Boring
U/G Test Hole (S.U.E. *)
m
Abandoned According to Utility Records
AATUR
End of Information
E.O.I.

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.____—o_--_o -------------------------------
hG
X
TOE PROTECTION
EST 114 SY PSRM
SEE DETAIL 3 1CD -3
1 SBD
G� F\ \
-Ll- PT Sto. 14 +36.79
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-L1- PC Sto. 13 +63.48
° o BEGI N PROJECT EB -5539
-LI - STA. l0 +21.93
BEG11V CONSTRUCTION 401 MOYE BOULEVARD
REALTY DST Z 8
-Ll- POT Sta. BEGIN MULTI -USE PATH DB 3175, PG 242 W1 1R •
9 +7000 -Ll- STA10 +25.83 1 75, PG 43 18" X 18"
PARCEL 80963
NC PIN 4678 -53 -6310 -Ll- STA 13 20 1 • \ 1SBD
PROP 2' -6" C &G \\ v •
TIE TO EXIST CURB l0 -(HIDE ASPHALT 2 -
MULTI -USE PATH WITH
2' GRAVEL SHOULDERS N� v; 2 `� • �Z
CONSTRUCT MULTI -USE PATH f 2° � l \ •
� � O CURB RAMP PER DETAIL // CD -4 -Ll— PT StO.13 +19.54 CURVE y�IDEN /NG mm� If
INSTALL BOLLARDS RETAIN EXIST CHAIN ? / • °ct
PER DE- _tAlf- 3 /CD -4 LINK FENCE \ • If \
> \ -Ll- PC Sto. 12+02.40 , •
• G E N
W '(
X X X X_ G S�o
� / \ , / 3� SE N� �s�\ EP
0 D n N/F 3'56'00 "W 202.84' — / X6 • / ORP\ PG 1g OAP -
I _ UNIVERSITY MEDICAL i �aa,P O3 + +
o PARK, LLC i M N/F PI Sto l2 9/J2 , Pl Sto l4 00.55
I } GREENG35' i • • / GREENVILLEHOUSING 0 — 11/°5/ 440" QT) 0 — 2/°00'000 "QT)
1 DB 2352, PG 189 EXISTIN_ —
w 9 MB E 80 6 WAY - • • / D = 95° 29' 34.7" D = 28.38' 52.4"
1 r C — — PARCEL 80965 — _ F � • AUTHORITY
�— — INC PIN 4678 -2198 - • DB H -37, PG 629
1 1 • • • • — •- •- A � �_• — 0 0 � —• — � � F� -a —• _ r ` • • • • • • `' DB I -37, PG 1 L = 117J4 L _ 73.30
/ PARCEL 38249 T - 88 72' T - 3707'
1 0� -L /- � • • \ / / NC PIN 4678 -52 -7954 - -
�\ _ b S 63" 24' 10.2" E � b • • , � �' R - 60.00' R - 200.00'
• • • • • • • • • F• 7 — •— 4L a _ • • _
24" X 24" 0 87.32' — F •
n O E
r 0 E E -- STA 10 + 35 T N E E
NOTE: ALL TREES WITHIN PERti1ANENT EASEti1ENT
INSTALL WOOD BOLLARDS
PER DETAIL 31CD -4 ITYPJ TO BE REMOVED UNLESS NOTED OTHERWISE.
UNIVERSITY MEDICAL
TEMPORARY FOR ALL TREES NOTED TO BE RETAINED,
TIE PROPOSED CURB RAMP CONSTRUCTION PARK, LLC
"\ TO EXIST SIDEWALK AT DB 2352, PG 189 � CONTRACTOR TO COORDINATE TREE RETAINAGE
a NEAREST JOINT EASEMENT (TYPJ PARCEL 80964 18 1 X L18"
NC PIN 4678 -52 -5570 WITH CITY PRIOR TO CLEARING.
\` I -Ll- STA 12 + 02 RT
I
40
I i i i I I
- P1 = 12+58.00
EL = 34.36'
VC = 70'
K = 7
-
-
-
--
-
- --
-
-
-
- --
-
BEGIN GRADE
-
-L /- STA 10 +25.83
ELEV = 29.76'
-
-
�
oo
Pl = 11 +83.00
PROPOSED
--
--
-
-
36-
P/= 10 +36.33
EL = 30.85'
GRADE
-
-
-
-
-
-
EL = 30.53
VC = 80'
-
-
K = 19
Pl = 13 +80.00
32
EL
Vc = llo'
K =18
��
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i
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(+0 .52
-
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117 1-
7 �3
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_-
EXISTING
GROUND
24
10
11
12
13
14
PREPARED IN THE OFFICE OFo
P.O. BOX 33068 - RQ�EIGH NORTH CQR01_INA 27636 -3068
9
- 677-2050
PHONEo (9 19) 677 2000 FAX. x o (g g) HE N0, F 0 102
MULTI USE PATH AND
DRAINAGE PLAN
H RIZ
20
PROJECT-.
SOUTH TAR RIVER GREENWAY,
PHASE 3 (E B – 5 5 3 9 )
INI�OM �LE�PE PLAN$
DO NOT USE FOR RNa ACQUISITION
REV. No.e
REVISION:
DATE:
DRAWN BY:
CHECKED BYe
VERT
4
IM 1
PP ELIMIN AP Y PLAN$
DO NOT use F ®a CONSTRUCTION
This document, together with the concepts and designs presented herein, as an instrument of service, is
intended only for the specific purpose and client for which it was prepared. Reuse of and improper
reliance on this document without written authorization and adoption by Kimley -Horn and Associates, Inc,
shall be without liability to Kimley -Horn and Associates, Inc,
Copyright Kimle Horn and Associates Inca 20 14
y 9
JOB NUMBER: 0 12654005
SHEET NUMBER:

Q
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— 3 3 3
E �
10' ELECTIR �
3
/ X X X X X_ X
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/ S33 °04'00" E 381.29'
Ps ��
C
/
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C
\ / / 3
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401 MOYE BOULEVARD �� —E O
REALTY DST
DB 3175, PG 242 ��� / N/F
MB 75, PG 43 5 / / UNIVERSITY MEDICAL
PARCEL 80963 / / PARK, LLC
NC PIN 4678 -53 -6310 / DB 2352, PG 189
PARCEL P 0965
NC PIN 4678 -64 -2198
S31 °32'16 "W 58.00
�j� A
S
01P
-Ll - PT Sto.16 +85.88
�?
�h Ll PC Sto. 15+96.93
TEM O
y � PORARY 3
CONSTRUCTION
< '' / F � EASEMENT (TYP)
N/F
GREENVILLE HOUSING
AUTHORITY
✓ DB H-37, PG 629
PARCEL 8249
NC PIN 4678 -52 -7954
PI Sto 16 +42.75 PI Sto 18 +2/.4/
L = 33" 58' 39.1" (RT) 0 = 13" 58' 24.6" (RT )
^ D = 380 11' 49.9" D = 605'54.9" �g
f L = 88.95' L = 73J
T = 45.83 , T = 36.76 ,
R = 150.00' R = 300.00'
c� 1 SBD
1SBD
3
X X ?' -- - —X
C
—
42
C
10'-WIDE ASPHALT
MULTI -USE PATH WITH
2' GRAVEL SHOULDERS
16 W
15�
_3�
1 SBD
—
� 3 _
� 3 EXISTING 30' SANITARY
SEWER EASEMENT
3 4
-
a� -7C— —X X X X X X X- - -- - —X X X X V
X
C
c
9,5 � �l1
----- - - - - - -
3/° 4/0 o
EXISTING 50' 30' LANDSCAPING/ 0
C _
GREENWAY BERM EASEMENT 401 MOPE BOULEVARD — —
EASEMENT — N
(MB 75, PG 43) E —E REALTY DST C
_
• ' . i - - 500 YR DMB175, PG 432
i PARCEL 80963 (�
_ _ r NC PIN 4678 -53 -6310 '
MENAGE — • — • — - — • —
(DB 764, PG EASEMENT , PG 32)
(MB 4� PG 194)
J
♦ 3�
V
• ♦
500 Y S 3
_ R S� S� —
s
-Ll - PC Sto. 17 +84.65 • - ' �o��� �, s�1 o0
-Ll - PT Sta. 18+57.81
500 -YR FLOODPLAN (TYP) • ` .
. `
'
1 SBD 2SBD
NOTE. ALL TREES WITHIN PERMANENT EASEMENT
TO BE REMOVED UNLESS NOTED OTHERWISE.
FOR ALL TREES NOTED TO BE RETAINED,
CONTRACTOR TO COORDINATE TREE RET AI NAGS
WITH CITY PRIOR TO CLEARING.
i-
-
P1 = 16+84.00-
EL = 38.55'
- VC = 1 /0'
K =20
-
GROUNDG
PROPOSED
GRADE
-
PI = l8 +50.00
- - - -- - EL = 37.60' -
- - VC = 40'
K =64
(-)0.57237.
-
- -- - - -
- _
- -
- - - -
1-11.2000%
Pl = 19 +50.0
EL = 36.40'
VC 40'
K = /5/
0
-
-
-
--
-
-
- -!
- - - - - - - - - - - - - - - - - -
- )0.9358%
PI = l5 +12.00
EL = 29.95
VC = //(Y
K = 30
6
• +
+)5.0000/
� �
i
-
-
- - - - - -(+)1.280-57-
I
28
7-1
-I-
24
15
16
17
18
19 20
PREPARED IN THE OFFICE OFo
PO BOX 33068 — RA��6H 9 NORTH CAROLINA 27636 -3068
o o
— FAX. X o ) 9 1 J) 6 7 7 — 2 0 5 0 PE N0, F -0 102
PHONEo (9 19) 677 2000
MULTI—USE PATH AND
DRAINAGE PLAN
H RIZ
20
PROJECT-.
SOUTH TAR RIVER GREENWAY,
PHASE 3 ( E B - 5 5 3 9 )
I�OM �LETE PLAN$
INOO NOT USE FOR R/W ACQUISITION
REV. No.e
REVISION:
DATEe
DRAWN BY:
CHECKED BYe
L 1
VERT
4
PRELIMINARY PLA1V
DO NOT USE FOR CONSTRUCTION
This document, together with the concepts and designs presented herein, as an instrument of service, is
intended only for the specific purpose and client for which it was prepared. Reuse of and improper
reliance on this document without written authorization and adoption by Kimley -Horn and Associates, Inc,
shall be without bility to Kimley -Horn nd Associates, Inc,
Copyright ht Kimle -Horn and Associates Inca 20 I4
P y g y 9
JOB NUMBER: 0 12654005
SHEET NUMBER:
C -2

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PI Still 21 +99.19 PI Still 24 +89.17 Pl Sto 25 +95.09 ��
O
0 = 29° 21' 07.3" (RT) 0 = 34° 49' 29.0" (LT) 0 = 88° 09-0/9 (RT)
47°44' 473" 34.7`-3�
D = 28" 38' 52114" D = D X95° 29'
401 MOYE BOULEVARD
26° 12 47.8" E
L = 102.46' L = 72.94' L = 92.15' -_
T = 52.38' T = 37.63' T = 57.94' / /
REALTY DST
DB 3175, PG 242
I
��
' R = 60'00' /
R = 200.00 R = 120.00' 0
l0' -WIDE ASPHALT PARCEL 80963
I
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N/F
401 MOYE BOULEVARD // / /
MULTI -USE PATH WITH NC PIN 4678 -53 -6310
2' GRAVEL SHOULDERS
O
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i
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/
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PARCEL 80963
3 NC PIN 4678 -53 -6310 INN /
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:- -.- • - - -•
IN ( NE ) - _ 21.74'
_
♦ •
♦,
32713 - Ll-
- _
-
PC Still 2 51.54
TE PORARY
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0 ET IN(�) -21.54
R/
' ♦ .
_
F_ EXISTING
CONSTRUCTIOAL
EASEti1ENT
�
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QCJT= 21.54'
/
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(TYP)
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LINK FENCE v
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- t - l - P t
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+
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37.1
„W go.00'
/
-L1- PT Sto. 22 +49.26 x
-Ll- STA 23 +23 UNIVERSITY MEDICAL
�,
- OFFSET = 5.00'RT - LNl -1R
--
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N/F
GREENVILLE HOUSING \
AUTHORITY
NC PIN R4678 -64 2198/ QO
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W
CLASS 'B' RIP RAP
_
1�1
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DB H -37, PG 629
DB I -37, PG 1
W
�� 38.00
OUTLET PROTECTION
�M /
PARCEL 38249
NC PIN 4678 -52 -7954
\
\
EST 3 TONS 100
EST 8 SY FF 28QR
26FG
15FG
1
_ /
\
7
N(SE) 8'
I N(SE)= 15.68' E \ AGE
IN(W)= 16.73' \N
i
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RA/I G 30' 28 LF - 18" RCP -lV _
(MB
/ PROP. ELEV. = 25.68
OUT = 15.63'
�p
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s9 PG
n
48 19q E.r. W/ TWO F ��
PG � N -
INV =17.37
/ -Ll- STA24 +40.20
0
JC
P
_
N 5 00Y _ . _ • - • - ' -
W
STA24 +27 -Ll- 54.3' RT ►
_ OFFSET = 59J7 RT
• _ . - •
• _ •
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- - _._• -• -•-
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I PROP. ELEV.= 2590' RIP RAP
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♦ • ♦ I
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°V
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NOTE: ALL TREES WITHIN PERMANENT EASEMENT. •' •
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40
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EL = 35.38'
VC =40'
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-
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L= 29.88'
36
VC = 189
36
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-
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-
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VC = 40'
EL = 28.08'
PI = 25 +18.00
32
K = 33
VC = 40'
EL = 27.88'
32
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PHASE 3 (E B - 5 5 3 9 )
I�T��I]�LE�`E 1�L.1$
DO NOT USE FOR R/W ACQUISITION
REV. No.e
REVISION:
DATE:
DRAWN BY: CHECKED
BYe
VERT
PR.ELIMIN ARY PLAN$
DO NOT USE FOR CONSTRUCTION
This document, together with the concepts and designs herein, as an instrument of service, is
presented
intended only for the specific purpose and client for which it was prepared. Reuse of and improper
4
reliance on this document without written authorization and adoption by Kimley -Horn and Associates,Inc,
shall be without liability to Kimley -Horn and Associates, Inc,
P.O. BOX 33068 - RA��6H NORTH
9
CAROLINA 2736 -30�g
JOB NUMBER:
SHEET NUMBER:
Copyright Kimle -Horn and Associates Inca 20 14
y 9
- FAX. ) 9
PHONE. [phone]
1 J) 677-2050 PE N0, F -0 102
O12654005
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PARK, PIG 1 D = 76° 23' 39.7° D = 5T 0440 D = 40" 44' Ar
PR 'SANITARY SEWER DB 2352, PG 189 \ �
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PARCEL 80965 (�
� � T 27.46' T 20.64' T 19.48'
"'SS NC PIN 4678 -64 -2198 INV= 13.20'
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\ (BY OTHERS) � � �
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N/F OFFSET A730+20.94 TO STA 37 +4098 Z
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401 YE BLVD
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PARCEL 80963
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NC PIN 4678 -64 -2198 L�ITE40ORARY 21, EASEMENT -Ll- STA 30 +20.94
q 9QR =�` F CONSTRUCT / I NV= 16 4 3' SEE STRUCTURE PLANS
EASEMENT f PJ EXISTING WETLAND
3 3.66 AERIAL SECTION ' D`�1S 0 -Ll - PT Sto. 8 + 5/ / O BOUNDARY ITYP) INSTALL BOLLARD
SANITARY SEWER NOTES WERE OBTAINED FROM WESTSIDE s� SANITARY SEWER TO BE PER DETAIL 3 1CD -4 /0' -WIDE ASPHALT
REMOVED I OTHERS) -Ll - )r73_5957\\,5- ' GREENVILLE HOUSING MULTIUSE PATH WITH
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AUTHORITY
NOTE: ALL TREES WITHIN PERMANENT EASEMENT BEGIN l0iD BO AL D DB 1 -37 G61 9 ��� YR
PARCEL 38251
TO BE REMOVED UNLESS NOTED OTHERWISE. % 3 -U' STA 28+ X54 INC PIN 4678 -73 -4425
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32
32
28
24
2 0
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12
8
BEGIN BOARDWALK - - BEGIN BOARDWALK
-Ll - STA 26 +82.00 -Ll- STA 28+50.94
- ELEV = 21.88' - ELEV = 20.19'
Pl = 26 +27.00 ��_�
EL = 22.43'
END BOARDWALK
KC 28 -Ll - STA 27 +85.87
ELEV = 20.84'
�-
• �S.Opp� j
am, _ _ l - 1/.0002/
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EXIST 18" D FEW, B AB NDO D (3Y 0 HER 1 -T
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TOP /5.37
-
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2 8
l-
---------
-
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-
-
END BOARDWALK
-Ll- STA 30+20o94
ELEV = 19.54'
- 14
PROPOSED
GRADE
-
-
-
-
Pl = 29 +60.94 ` P1 = 30 +10.94
E = 19.09 EL = 19.49'
Pl = 29 +90.94
EL = 19.49' -
-
24
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9
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MULTI USE PATH AND
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20
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SOUTH TAR RIVER
PHASE 3 (E B
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INOOM �LETE PLAN$
DO NOT USE FOR RNa AcQutsiTraN
REV. No.e
REVISION:
DATE:
DRAWN BY:
CHECKED BYe
VERT
4
PR,ELIMIN ARY PLAN$
DO NOT USE FOR CONSTRUCTION
This document, together with the concep
intended only for the specific purpose
reliance on this document without writte
shall be without liability to Kimley -Horn
Copyright ht Kimle -Horn and Associates Inca
P y g y 9
s and designs presented herein, as an instrument of service, is
a d client for which it was prepared. Reuse of and improper-
authorization and adoption by Kimley -Horn and Associates, Inc,
an Associates, Inc,
20 I4
JOB NUMBER: 0 12654005 SHEET
NUMBER:
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28*30'03.9"(RT)
FOR ALL TREES NOTED TO BE RETAINED,
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INC PIN 4678-73-4425
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CONTRACTOR TO COORDINATE TREE RETAINAGS
. • . . . .
•
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T
88.89**
WITH CITY PRIOR TO CLEARING.
•
INTERCEPTOR AND FORCE MAIN PLANS DATED NOV 2011
R
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28
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DO NOT USE FOR R/W ACQUISITION
REV. No.e
REVISION:
DATEe
DRAWN BY:
CHECKED BYe
VERT
WELIMINAR-Y PLAN$
DO NOT USE FOR CONSTRUCTION
This document, together with the concepts and designs presented herein, as an instrument of service, is
intended only for the specific purpose and client for which it was prepored. Reuse of and improper
reliance on this document without written
shall be without liability to Kimley-Horn Sind
authorization and adoption by Kimley-Horn and Associates,
Associctes, Inc,
Inc.
P.O. BOX 3M68 -
RALEIGH, NORTH CAROLINA 27636-�068
JOB NUMBER:
SHEET NUMBER:
Copyright Kimley-Horn end Associctes, Inc., 20 14
1 PHONE. [phone]
FAX. [phone] PE N0.F-0102
6roroPm
I
0 1265400
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SYSTE�
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PARCEL 38254
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,
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I
MAPLEWOOD POND
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\
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PI Sto 39 +60.51 PI Sto 50 +56.96 PI Sto 5/ +28.56
NOTE. ALL TREES WITHIN PERMANENT EASEMENT ALONG SLOPE AND lE
� EXISTING CONSTRUCT
�°
LU
TO BE RE 0 ED UNLESS NOTED OTHERWISE.
D - l6• l3' 39.4" (RT 1 L = 1,4'10'04B* (RT) L = 38• 16' 3211" (LT tit V N N W
CORNER BRACE
JOHN PAGE HEIRS
D = 38.1/' 4 1 D = l9.05' 54.9° D = 57• IT 44B'
FOR ALL TREES NOTED TO BE RETAI ED9
�
DB PARCEL 17 84
PARCEL 17526
L = 42.48' L = 74.18' L = 66.80'
CONTRACTOR TO COORDINATE TREE RET AINAGE
NC PIN 4678 -73 -8431
•
T = 2/.39' T = 37,28' T = 34.70'
WITH CITY PRIOR TO CLEARING.
NOTE: SANITARY SEWER NOTES WERE OBTAINED FROM WESTSIDE
R = 150.00' R = 300.00' R = 100.00'
INTERCEPTOR AND FORCE MAIN PLANS DATED NOV 2011
M
I
32
32
- -
END GRADE
- -LI- STA 40+00.00
- - - -- - -
--
BEGIN GRADE
28
- _.
-L2- STA .5 " 2 s
ELEV = 22.59'
PROPOSED
Pill = 51 +2/.00
2 8
-
i GRADE
Pill = 37 +3/.00 -
EL = 2/.78'
- -
V�
K 7
-
VC = 90,
24
K = 19 - -- - _
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- -
I
24
-
Pill = 52 +15.50
0 - -- -- ( +)0.3000/
(+)0.30007,,
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20
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16
1
-
12
12
-L2
8
8
1
Hm-
--
—
37
38
39
40/50 51
52
PREPARED IN THE OFFICE OFo
MULTI-USE PATH AND
DRAINAGE PLAN
H RIZ
20
PROJECT-.
SOUTH TAR RIVER GREENWAY,
PHASE 3 (E B - 5 5 3 9 )
INOOM PLETE PLAN$
ISO NOT USE, FOR R/rW ACQUISITION
REV. No.e
REVISION:
DATE:
DRAWN BY:
CHECKED BYe
VERT
PR•ELIMIN ARY PLAN$
DO OT USE FOR CONSTRUCTION
NOT
This document, together with the concepts and designs presented herein, a an instrument of service, is
intended only for the specific purpose and client for which it was prepared. Reuse of and improper
4
reliance on this document without written authorization and adoption by Kimley -Horn and
shall be without liability to Kimley -Horn and Associates, Inc,
Associates, Inc,
P.O. BOX 33068 - RA��6H NORTH CAROLINA 27�3� -30rog
9
JOB NUMBER:
SHEET
NUMBER:
Copyright Kimle -Horn and Associates Inca 20 14
y 9
- FAX. )9 1 J) 677 -2050 PE N0, F -0102
PHONE. [phone]
O12654005
C -6

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-
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Sto 54 +65.43 Pl 0 56 +40.90 Pl Sto 57 +5/.57 +`5�
0 7/° 3T 12.2" QT) 0 = 2 39' 04.7" lRT 1 L = 4r 30' 59.2" 1 RT 1 /
CIO
D = l' 37'11.0" D = l ' 26.2" D = 60• l8' 40.8" PERMANENT SLOPE EASEMENT ; �� Eo Il
25l L = l0�'.00' L = l5 /. l5 L = 68.84, -rg �FOFWATER
T = 57.7 ' T = 76.49' r� T = 36.0/ GREENW AY E SEMENT �g R = 80.00' R = 400.00' R = 95.00 E / F TEMPORARY CONC GUARIr-clo, V \ ~
m - ® CONSTRUCTION
EASEMENT fTYPI
4�pR N/F
EXIST NG PERMANENT JOHN PAGE HEIRS
(, V ♦ UTI ITY EASEMENT � (D 2906, PG 437) N s DB PARCEL 17 84 REMOVE EXISTI
-,, PARCEL 17526 / _
`� ♦ ♦ ry 15P0 IN 4678 -73 -8431 CONCRETE / _ _
PER4AZN I x� ♦ ♦ BZ PROPOSED 24" FORCE E / j a °
♦� s F MAIN (BY OTHERS) 1g EA $EMENT
F ♦' ♦ �� TpGF / F CONC WALL a
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OUTLET PROTE TION4�4)'
a
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15QP CLASS 11 RIP RAP -
F p7 °� -` ♦ EST IT TONS BZ a
�\, AF \ ♦ ♦ ♦ 17TRC -L2- PT Sto 55 +07 7/ EST 16 SY FF
Y ..
� EST 25 SY PSRM o701 / / F � _ 2
_ FLOG E DETAIL 11CD -3 O�
Now � 32 LF - -I5" RC gZ / � gZ
*V-
AF m DRAINENT STA.55 +80E9L2- 225' LT / / -L2- �cc St 7
F ° EASEMENT f - 09 = IysPO� Q
- RETAIN TREE
F Exls 20' I A s F CLASS 'B' RIP RAP � 16
E SEN. OUTLET PROTECTION WI-11
( -43, 22) \ `N X 18 X 18 � 5 -L2- $t
\ EST 7 TONS 57+84.40,,
x \ AF m F EST l5 SY FF 8LS -L2- STA 55+05 LT / / _ _
P -L - PC Sta. 54 +07.7/ _ _ '� ZZ / -
ti
ca ,v SS END ASPHALT MULTI -USE PATH �� _
-X1 TI' =F NENT EXISTI v1A� / BEGIN 10' -WIDE CONCRETE 111
i • \�Py Py
\ \ L!- -MENT \DRAINAG EVe t / •
OPOSED lO' (R /W BOOK i �1B> MULTI -USE PATH WITH
4 PREFABRIC D STEEL F A \ 437) y ��,� , / 2' GRAVEL SHOULDERS
v F RETAI j r Q� / 070 -L2 STA 55+74.65 "
O >5 PEDESTR BRIDGE TREE
N/F y -L2- A 52 +55.50 TO 53 +22.50 �F X \ ` F/ / INSTALL 2G1
JOHN PAGE HEIRS � E /
DB C-1 1, PG 84 SE TRUCTURES PLANS & DETAILS \ o o \ / J8 y�/ STEPS STD 840.66 / "
PARCEL 17526 F \ ti s ♦ S L's� / GRATE ,ST 0 1 ;
NC PIN 4678 -73 -843 ' \ � - � RETAIN / STA 5 ' -L2- 9.5' RT
\ �� E TING 20'S NIT Y W TREE / TOP = I&L J z'"
1S \ E A -4 A E T (EXIST 15" RCP) _ 12B'
\ AF •� J )� PE / Q l OUT = 9.3 JG ��
l0' 1DE ASPHALT \ ` ' ♦ ��O //
s� ULTI -USE PATH WITH i � 070 •� �� � v �
kF GRAVEL SHOULDERS
�2 �\ ✓� NOTE. SANITARY SEWER NOTES WERE OBTAINED
o oo� F FROM WESTSIDE INTERCEPTOR AND FORCE
/ - 2- PC Sta. 55 +64.4/ MAIN PLANS DATED NOV 20 /l
N�
N/F 1 V= 12.05' `1
ELEANOR CHERRY WI -1L F `L =155.85' •% NOTE. ALL TREES WITHIN PERMANENT EASEMENT
HAGANS R -1764 0
18" X 18" S P, / / � i TO BE REMOVED UNLESS NOTED OTHERWISE.
M B 10, PG 35 32 LF - 24" RC �//
PARCEL 095 -I STA 54 + 09 RT , , , % FOR ALL TREES NOTED TO BE RETAINED,
C PIN 4678 -73 -8257 i/ WNv TWO FES °
m IN _ CONTRACTOR TO COORDINATE TREE RET AI NAGS
STA L2- 17.7 RT
e IN v T = 10.5' i ,, 8,26.0 0° WITH CITY PRIOR TO CLEARING.
�, A 54 +50 -L2- 195' Rr °�T a3
's -f`�' �o S = 2J%
I �
28
28
I I
I
24
20
16
12
8
BEGIN BRIDGE
_
END BRIDGE
-L2- STA 53 +22.50 STRUCTURE HYDRAULIC DATA
ELEV = 14.23' 40 LF - 24" RCP CROSS PIPE
- DESIGN DISCHARGE = 9.84 CFS
DESIGN FREQUENCY = /0 YRS
- DESIGN HW ELEVATION = 12.97 FT
BASE DISCHARGE = 13.02 r CFS
BASE FREQUENCY = 100 YRS
P1 = 54 +73.00 BASE HW ELEVATION = 13.28 FT
P1 = 53 +62.501 VC = 100** OVERTOPPING DISCHARGE CFS
REQUENCY = J100 5 YRS
EL = 13.75' KC - 2OO - OVERTOPPING ELEVATION = 14.87 FT
VC = 78' A
K = 27-11
I
( +11.6652/
-�� J3.157gi
. - -
- - - - ._ - _ _ _ _ - _ ._ _
PROP 24" RCP
STA 54 +46
- ELEV = 10.9'
-
-L2- STA 52 +55.50
ELEV = 15.04'
-
_
td
MEMORIAL
BRIDGE
DRIVE
-
-
20
_
- -
--
EL =_ 56�� .00
VC _ 0
_ - ll
K - 39
PROPOSED
RA
GRADE
_ _-
16
P1 = 56 +96.00
EL = 11.08'
_ ,
VC - 70
K = 26
tI� I
- 11.2041/.
i
--
12
-
(-)0.3467'7. (-)o.34677,
-'
EXISTING
I I I 1 GROUND
_05
- _
58�
PROP l5" RCP
STA 55 +75
ELEV = 9.2'
�_
-
J3o-
558
8
-
alp
4::Fff
53
54
55 56 57 58
PREPARED IN THE OFFICE OFo
P.O. BOX 33068 - R q�EIGH NORTH C gROLINA 27636 -3068
9
- FAX. )9 1 J) 677 -2050 HE N0, F -0102
PHONEo (9 19) 677 2000
MULTI-USE PATH AND
H RIZ
20
PROJECT-.
SOUTH TAR RIVER GREENWAY,
PHASE 3 ( E B - 5 5 3 9 )
I�T��I]�LE�I`E 1�L.A�1�
DU N ®•V' USA? FOR RdPo .1Ca21JTS7TIDN
REV. No.e
REVISION:
DATE:
DRAWN BY:
CHECKED BYe
VERT
L 1
4
PR•ELIMIN ARY PL.A1V �
This document, together with the concepts and designs presented herein, as an instrument of service, is
intended only for the specific purpose and client for which it was prepared. Reuse of and improper-
reliance on this document without written authorization and adoption by Kimley -Horn and Associates, Inc,
shall be without liability to Kimley -Horn and Associates, Inc,
Copyright ht Kimle -Horn and Associates Inca 20 I4
P y g y 9
JOB NUMBER: 0 12654005 SHEET
NUMBER:
C-7

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P/ Sto 59 40JO P/ Sto 62 64.30 0
A 121- 4
= 7 /3.5" lRTI 0 = 12V l0' 54.0" QT
�o
m
l► 46TREE
D = 143" l4' 22.0"
L = 85.02
D = 76.23' 39.7" L
L = 157.32' Ssy
v ► 5�
19LSL2 - PT Sto. 59+5-V7
T = 71.85
R = 40.00'
T = 130.38
R = 75.00'
N/F
_ t 59+80.56 T CALVIN BECKETT HEIRS
L2 _ C S o. DB 2909, PG 474
£ aVN
P/ Sto 60 +05.56
/ 1-1
MB 3, PG 188
W1-1L / PARCEL 01305
1 " X 18" / ► NC PIN 4678 -83 -3326
�IisT
22P
_ 14`15' 00.8" ILTI
- ' "
D - 28.38 52.4
TAR RIVER / �° L2-
R
/ �° °
STA 59+ 3 LT \ / ► END CONCRETE MULTI -USE PATH
/ MULT - �-WIDE ASPHALT
/ ►
\
MATCH LINE -L2- STA 63
+50 (SE
-
L - 49.74
CURVE WIDENING ti
J N
► 2' GRAVEL SHOULDERS
E SHEET _
EE r C 9)
T = 25.00'
'
R = 200.00
_ ° °
R -37 � JD ° D° ,D
10'-WIDE CONCRETE °� 0° D° �° �I°
MULTI -USE PATH
°`�D° D°
S r ► -L2- STA 60 +21J3 -
� 44. 41 ► 18CI
0
\ �
02
T Y
W
�
I
' I
P/ -60 +58.33
WITH 2' GRAVEL O°
1�. F _ _ _
SHOULDERS
_ � �
y. _.., ► r 40TREE
(
Lu �
Uj LI
\
Stu DRS, V
° , n0 it /
A = 15.57' 17.5" IRTI a \ -L2- PRC Sto. 60 +30.30
D = 28.38' 52.4"
°u PROPOSED 24' FORCE
�
W1 -1L
�42TREE� 18" X 18" sV
-L2- STA 62 + 3 LT
�
.
X
\ (� U
_
\ -� 5'CLF
=
L 55.69'
T = 28.03
a
\� J c o
a° Or N �'
/
o �
h w� / MAIN (BY OTHERS)
t ►�
\
cV
TEMPORARY \ I
m
x
R = Z00.00'
_
i / F
/
'���
CIS, �E EXISTING WETLAND
CONSTRUCTION \
EASEMENT (TYP)
�
I RIVERDALE
SUB - DIVISION
CONC GUARDRAIL / a
/ �. y
�► �i BOUNDARY �! -�!
�I N
\
A.
Q A. BLOCK X
U \ MB 3, PG 188
o
/ '. c CON WA
�.
\
S \ TREE
��► \ \ - \ F - �I �i °iEXIjTIft�3V MANEN -L2- PT Sto. 62 +9/.24
V ca
W
-L2- PC Sto. 58 +68.25ARDRAIL ► i
L)` 4 ITY EASEMENT
� (DB 2909, PG 474)
,� \ ` F +i � � -L2-
\
PC Sto. 6/ +33.92
`
\
18TREE
CLASS 'B' RIP RAP
P
6) a
7 `
TC= 27.42' ° y \�
OUTLET PROTECTION w X
L
7 m
OUT= 21.92' � 19TREE
m ��, I\ F
CIO
% �! •�
EST 3 TONS
EST 8 FF / Uj
PER�ENT /
DRAIN E
�►-
° V,
c 1
W1 -1 R I
t AF \ 17TREE
�
Rjq� ` `� ► F F
EASENT
/
X
I
C �I ° 8" X 18"
\ `
O ►
/
I ' -L - STA , 8 + 73 RT
o
CID
►
y
Q F /
x
-�
\ a boo '1`, J ', ► -L2 - PT Sto 60+86.00 S• AF o-
v , c'�
x L
o\
CIO
`J
V
19-WIDE ASPHALT \
��� MULTI -USE PATH v
PE
0 Ll
/
x
- 02
TAP'. t
► WITH 2' GRAVEL v
� � SHOULDERS v
1
e`
TEMPORARY
;
4'cL
m
MATCH LINE _L2- STA 58fOp ISLE SHEET -
C 71
\
�� \
\ 1 WI -1R
�
" \� 18" X 18° F\
CONSTRUCTION
ESEME T
N
�
x ► Q
\
-L2- STA 61 + 33 RT \
PE AREA
y
_
Z
d
\ \
/
NOTE: ALL TREES
WITHIN PERMANENT EASEMENT
100 YR IF RCP \ �
\
\\ 2 FORCE MAIN \ F / EXIST R/W
x '
I R= 34.22'
,
TO BE REMOVED
UNLESS NOTED OTHERWISE.
` TOP = 25 (APPROX.1
46 LF - 18' RCP -1v
_ r
OUT =30.17
�-
FOR ALL TREES
NOTED TO BE RETAINED,
N N
AINAGE
\�� /V N�o F z
\ GREENWAY E SEMENT
EXIST
ht, x
--
CONTRACTOR TO
COORDINATE TREE RET NOTE: SANITARY SEWER NOTES WERE OBTAINED FROM WESTSIDE STA.6/ +88 -L2- 28.5' RT
r --
1 STUTZ STREET
WITH CITY PRIOR
TO CLEARING. INTERCEPTOR AND FORCE MA IN PLANS DATED NOV 2011 `� lNv OUT = 87
\
(40 PUBLIC
�
+73 -L2- 24ZLT \�C ��
_ R /�/�
a
T S -
B a
I
I
I
I
I
I
28
2 8
_,_
MEMORIAL
DRIVE
BRIDGE
-------------------
- -
- -
--
STRUCTURE HYDRAULIC DATA
Pl = 62 +52.00
go
56 LF - 18" RCP CROSS PIPE
EL = 2136'
-
_
11
1
11
it
11
111
_
_
DESIGN DISCHARGE = /.//
CFS
_
IVC = 290'
DESIGN FREQUENCY = /0
YRS
K = 142
2 4
DESIGN HW ELEVATION = 11.76
FT
PROPOSED
2
-
__
_
BASE DISCHARGE = 1.46
BASE FREQUENCY = 100
CFS
YRS
GRADE f
9%
i
BASE HW ELEVATION = 11.85
FT
-
-
OVERTOPPING DISCHARGE = >23.99
CFS
+)7.036
- --
OVERTOPPING FREQUENCY= >/OO YRS
2 0
OVERTOPPING ELEVATION = 18.04
FT
20
-_
_
_
PI = 58 +00.00
P1 = 59 +04.00
Pl =- 59+55.00-
i
0%
EL = 7.90'
EL = 9.70'
EL 12.25'
16
VC = 80'
VC = 50''
K = l5
VC = 40'
K = 6
Pl =_ 60 +37.OQ
00
( +)5•
16
K = l7
EL - 10.61'
VC = 120'
-
War
12
)2.0000
All
12
- -I
0 000% _
-
0
'001
ft-ft 00
I
8
_
PROP 18 RCP'
l +)1.7308%
_.
EXISTING
STA 61+82
GROUND
ELEV = 9.9'
I
4
MI
4
-
58
59
60 61
62
63
PREPARED IN THE OFFICE OFo
■
MULTI-USE PATH AND
DRAINAGE PLAN
H RIZ
10 0
20
PROJECT-.
SOUTH TAR RIVER GREENWAY,
PHASE 3 (E 6 - 5 5 3 9 )
IONOT USE FOR �L.��T�
DO NOT USE FOR R/ W ACOUISiTION
REV. Noe:
REVISION:
DATE:
DRAWN BY:
CHECKED BY-.
VERT
PIJELIMINAR-T PLANS
DO NOT USE FOR CONSTRUCTION
This document, together with the concepts and designs herein, as an instrument of service, is
presented
intended only for the specific purpose and client for which it was prepared. Reuse of and improper
reliance on this document without written authorization and adoption by Kimley -Horn and Associates, Inc,
P.Oo BOX 33068 - RALEIGH, NORTH CAROLINA 27636 -3068
2
4
JOB NUMBER:
SHEET NUMBER:
shallbe without liability to Kimley -Horn and Associates, Inc,
Cooyright Kimley -Horn and Associates, Inc., 20 14
PHONE. [phone] FAX-. (9 19) 677 -2050 RE NO, P -0102
0 1265,005
C -8

0
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N/F -L2- PO Sto. 66+00.66=
� ® F SHAVAUN W \ SIMMONS- WRIGHT -3_ POT Sta.7 6+0000 ETHEL VTY5/ 0 N i
L CLEMONS O O
DB 2672, PG 183 N/F
U EDGE WATER AT -, MB 3, PG 188 • �. MARY FREEMAN HEIRS MB 3, PG 188 N/F
_ GRAND VENTURES, LLC
U1 J TIME O SURVEY PARCEL 08013 7 • i • Lu � MB 3, PG 188 PARCEL -83-7
014 NC PIN 4678 -83 -5342 i • - ' 1 - - IN 4678 83 7393 DB 901, PG 589
LL.I \ lI ' ' MB 3, PG 188
Q� (03 -15- ) � • , PARCEL 08009
_ ; v • N/F °r 1 NC PIN 4678 -83 -7342 1 PARCEL 188
(n l • I SHAVAUN CO ERT EXISN CB o I - - - -- NC PIN 4678 -83 -8333
OQ 8 /' ; SIMMONS- WRIGHT T JB W/ MH R U) Z o �lE SAWCUT AND TO EXIST DB 2672, PG 183 COVER DE 14.03
CONCRETEIVEWAY MB 3, PG 188 ST 77152 -L3� tB' RT
CALVIN BECKETT HEIRS - ,•, 4°' NC PIN 4678183 -6259 TO 3 39.8' J
DB 2909, PG 474 RELOCATE WA METER
_ IIyV /N (E) = 3
MB 3, PG 188 -L2 PRC Sto. 64 +90.59 � W7 , ourslD� PER AI NT I l l
PARCEL 01305 0 j 18 X 18� - �. EASEMMENT N
NC PIN 4678 -83 -3326 - . An' $J = 3.1' '
I '1 Y ,
V INS z L2- STA 65 + 05 L - - - 10-WIDE lDE ASPHALT l OUT = 33J' ,
/ • WRAP APRON OUND MAN OLE
- __ O /• MULTI -USE PATH WITH )SEE DETAIL // CD -2) POWER POLE T 1s� R
10' -WIDE ASPHALT O 2 -6" GRASS VERGE Q
ADJUST MANHOLE � 20' PERMANENT
MULTI -USE PATH 19LT � + / TEMPORARY 1SBD BE RE ATEDI
M /' CONSTRUCTION POWER POLE TO (BY 0 ERS) GREENWAY EASE #ENT
2 GRAVEL SHOULDER POWEk POLE TO N ♦ . EASEMENT ITYP) BE RELOCATED RELOCATE WATER MET R POWER POLE TO
BE RELOCATED
(BY OTHERS) ♦ ' B OTHERS) O OUTSIDE PERMANENT BE RELOCATED
R= 34.07' .� • RETAIN MM IN(S)=33 9.40' / (BY OTHERS) RETAIN
L TREE
F
T l OUT= 26.2 -' # EIP BEN f 4INV= 19.75' a.
N ` IN= 30.57' / TREE MW L-
EXISTING
O WETLAND • E 360P QE E = 39.5 E E E E
BOUNDARY __ .� E E E �- F X3.17' , F C F
y, _ E PE PE P - - PE _ - - TE - RE '
I� EXIST I _ _ _ / 90 C - - - - - - - - - - - - - - - - - - - - _ _ - - 0906 , 40.00'
�0 _ so. F oo'
<0 3 "W 280.00 - �L - - - - -
Q - -L2- - - - - _L3_ wM /o' -L3- �� /�
090 + - --
~ S 84° 4/' 43.4" E - - - - - - - -
I - - -- - 30'OR �l4'DR l2'DR °� �
N PROPOSED 2' CURB AND GURU 25 i L T2.5'
J _ _ R =37.2 ' ° 090 4 LF - 15" RCP-IV
RCP 55 4.INV =1 .63' AT EXISTING ELEVATION ° S = 3.6%
WV aD SS SS
- - ` . ` - - -- • / • _ N 4" LINK PER GIS N WV C, I
- - O��• - C - - - IN -yy _ TR�ET 4" LINK PER GI N�
RETAIN EXIST R= 39.22'
�,• P R =36.6 PROPOSE CB (49.5' PUBLIC R /W)
24" RCP RETAI EX /ST CURB AND GUTTER IN= 33.42' RETAIN EXIST CU
V - OUT= 3' N OUT = 33.32' DE $4.01- _ N AND GUTTER
�� 'iF - 155�?CP -N _ _
090 = ' -P _ _P
Q P O CB �?�, EIR
EXIST I TAIL 610.02 & 614.01 �IRCP 15 "RCP
RES E XI T P - A. +81 -L2- 14.8' RT x 0909
=36.9 -qLF 6'CLF 4'CLF
CB D SYSTEM 34.4 / INV IN 32.8 TC= 39.05'
REMOVE EXISTING CB r 3 90 INV OU =32.7 -L2- PT Sto. 65 +40.64 TC= 39.12' OUT = 34.70'
AND REPLACE WITH a OUT = 35.61`
0 20 LF l5° RCP -N 37.60, �
-L2- PC Sto. 63 +98.05 I W/MH COVER _
DETAIL 613DI W /STEPS CO R= $ 55'5/ UT =35 10' LU
DETAIL 615.01 rLINV- 2.55' I Cl �
STA-64 +81 -L2- 0.5'LT TIE TO EXISTING 1SBID 1sBD
-L2- PRC Sto. 64+33.63 TOP =36.3' RETAIN CURB D GUTTER � U
lNV INlEJ =3 /.T -L2- 5 A 64 +76.89 UQ m
3 /NV IN (S) =317 T - 34.96'R7
�4laL OUT =31.6' - RIVERDALE J RIVERDALE
CONSTRUCT MULTI -USE PATH SUB-DIVISION _ 0 O SUB-DIVISION
CURB RAMP TYPE 2 w\ 3LO K S Q d 3LOC < N
PER DETAIL l/ CD -4 LLJ MB 3, 188 -L2- U MB 3, P 188
� U
NOTE. ALL TREES WITHIN PERMANENT EASEMENT V) m P1 Sto 64 +15.92 Pl F03Z643+86'20-991.9"ll P1 Sto 65 +15.85
_ D L = l3° 35' 32.9" (RT) 0 A = l9" 07' 03.5" (RT )
T 0 BE REMOVED UNLESS NOTED OTHERWISE. cn o "
D = 38° ll 49.9" D = 57° l7 44.8 D = 38° ll 49.9"
FOR ALL TREES NOTED TO BE RETAINED, z o L = 35.59' L = 56.96' L = 50.05'
CONTRACTOR TO COORDINATE TREE RET AI NAGS T = 17.88' T = 29.28' T = 25.26'
O
V
lr,l
CO z
C
O
rn
I
Irk
J
Z
J
Z
V
~
M
WITH CITY
PRIOR TO CLEARING.
R = 150.00'
R = 100.00'
R = 150.00'
48
END GRADE
-L2- STA 66+00.66
PROPOSED
-
-
-
-
-
-
- -
-
-
=A
BEGIN GRADE
-L3- STA 76+00.00 -
ELEV = 38.27' -
Pl = 76 +50.00
P1 = 76 +20.00 EL = 38.69'
EL= 38.52' VC = 30
VC = 30' - _K = 53
K = 44
44
44
40
GRADE
-
-
-'
_
-
= 64 +69.00
EL = 36.63'
VC_= ll0'
K 19
-
-!
-
-
40
-
1 ° +11.1021%
(+)0.5633
--
-
_
_
_
(+)1.2469%,
-
--
__
36
36
c
32
-
ExlsT /NG
32
-
GROUND
28
28
//
-L3
24
-
24
64
65
66/76
77
78
79
PREPARED IN THE OFFICE OFo
P.O. BOX 33068 - RALEIGH NORTH C/\ROL_INA 27636 -3068
9
- FAX. )9 1 J) 677 -2050 HE N0, F -0102
PHONE. [phone]
MULTI-USE PATH AND
DRAINAGE PLAN
H RIZ
20
PROJECT-.
SOUTH TAR RIVER GREENWAY,
PHASE 3 (E B - 5 5 3 9 )
I�T��I]�LE�I`E 1�L.A�1�
ISO NOT USE, FOR R/ W ACQUISITION
REV. No.e
REVISION:
DATEe
DRAWN BY:
CHECKED BYe
VERT
4
PR,ELIMIN ART PLAN$
DO NOT USE FOR CONSTRUCTION
This document, together with the concepts and designs presented herein, as an instrument of service, is
intended only for the specific purpose and client for which it was prepared. Reuse of and improper-
reliance on this document without written authorization and adoption by Kimley -Horn and Associates, Inc,
shall be without liability to Kimley -Horn and Associates, Inc,
Copyright Kimle -Horn and Associates Inca 2014
y 9
uoe NUMBER: 0 12654005
SHEET NUMBER: C-9

c
0
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0
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O
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ti1ATCH LINE
X
w I
1sa
WI-IL
18" X 18"
-L3- STA 79 + 15 RT c
OFFSET 6.5'
A/
EXIST
RC
EXI /W
INSTALL WOOD BO LAR S
PER DETAIL / 4 (Y
E DE L3C
HUDS&A � i Kitt
(40' P U B I_ I C P / 1A /"
PROPOSED 2' CURB AND G TTE
AT EXISTING ELE�/ ION
< CP
EXIST RAN m
-
TC= 42.21'
OUT = 39.71'
A
I z
I -0
m
I�
RIVERDALE
SUB - DIVISION II
113= 1
MB 3, PG 188
X
w
-L3 - STA 79 +00
iINV= 17.9F' �F -L3-
SS _L3- PT t l + 7
Sto 79+59.09 Pl Sto 80 +85.05 ♦ ♦ Pl Sto 81 +11.74 P1 Sto 82 +64.88 Pl Sto 83 +89.00
(SEE SHEET C -9) ll \ ! 0 90" 04'26L" (LT) ' _ l3" l7' lill (RT) ♦ 0 = 1/° 31' 47.1" (LT) 0 = 46° 59' 23.4" (RT) 0 = 310 9' 5/.5" (RT )
N/F �, D = 43° l4' 22.(7 = 5T 1T 44.8" ♦ D = 38° ll' 49.9" D = 450 50'11.8" D = 5T IT 44.8"
00 JESSIE GRIMES HARRIS �F\ ! \ L = 6 8' L = 3.19' ♦ L = 30.18' L = 102.52' L = 57.88'
TIE 4 CONCRETE DB 176, PG 778 CLASS 'B 'RIP R
+ MB 3, PG 1sa OUTLET PROTECTION F T = 40. T = ♦ T = 15.14' T = 54.34' T = 29.78**
X SIDEWALK TO Exlsr � PARCEL 09249 �� = 40.00 R = 100. ♦ R = 150.00' R = 125.00' R = 100.00'
w� CONCRETE SIDEWALK INC PIN 4EL 09249 EST TONS s
-L3---PC Sto. 79 +19.04 EST 8 SY FF ----------- - - --------- - -- - --
7 05 °18'17"': CLASS B R/P RAP
M 24 LF - 18" CMP c OUTLET PROTECTION
441r' E WIDENING W/ TWO FES p YR 7- 3 TONS
-L3- PT Sto. 79 +8/.92 TEMPORARY CONSTRUCTION INV IN = 31.4' E T� 6 SY FF
\ EASEMENT /2 STA8 / +50 -L3- 11.6' Rl, Z THIN �,AJ911OLE XIST SANITARY
INV OUT - 27.3' 1 ♦ � $ 3
,� 20' PERMANENT STA8 / +50 -L3- 19.4' LT PDE ER 48 LF - I " CP -1V W/ FES ♦ NAD
�S WI -1R GREE AY EASEMENT S = 13.2% .5-00 �R ' S � /W OUT = � TL�2 18 " X 18" c .STA.8/ +76 -.l' LT l2
�� E - E E CL ,INV-' " = O
OR -L3 E STA 79 +82 LT E E _ - - - F- - - - - - - � ' •' F �- \. rn S 2.7/. N/F
PE F _ _ _ - PE - - - - - - - - 1001 \ \. -L3 PC t0. 8210.54 THE �B K- NS COMPANY
- - - - C PE O \. PARCEL 21a 0
-L3 PE NC PIN 4678 -83- 03 ♦
- - - b' +-N 5018'16.6"E C� PE R N EXIST ♦ �o
6- p - - F - - - - - - - - F -L3 C E SAKI Y SEWER
- )WAN
PE PE 7- 03'47.6 "E '� T
E E E E - - -- - - - -- PEA N . ----- - - - - -- pF -- F --------- _ - -- ►-----------------------------------------------
_ r -4L _* F�
RETAIN F I v PDE w C m �, C -�
EXISTING x E - Il "00- _ \ 9
4 SYSTEM W -5 3 „ F C E -v o m, 9" /2' o m E saa r,Q • ♦ l4
TIE TO EXISTING 18" 18" PERMANENT . �� � ��
DRAINAGE CONCRETE ` s r N/F
- _CURB & GUTTER -L3- STA 79 +82 RT 6'cLF x EASEMENT l3 m _ R a7- �� ♦ ♦ LILLIAN WHITE
�4#�.79+6/63 1SBD �iNV- 7 °' A 7 FF '� FREEMAN EDWARDS
OUT -35.67- WE 1003 �2� \ ♦ DB U -36, PG 377
OUT= TOMHA & LUCINDA SEE NOTE 2 , e •� ♦ MB 3, PG 188
1SBD SELECT TREE REMOVAL MCMILLAN 1002 PARCEL -93-0
N/F x DB 2085, PG 772 PROPOSED CB � •�, ♦ INC PIN 4678 -93 -0514
MILDB EDG 88107- I MB 3, PG 188 DETAIL 610.02 & 614.01
lO' -WIDE ASPHALT SPECIAL LATERAL 'V' DITCH INC NC PIN 4678 -83 -9384 W I o STA82 +24 -L3- 3 /.T RT ♦
o PARCEL 28156 ARCEL -83-9
o NC PIN 4678-83-9283 SEE DETAIL 21 CD -3 PROPOSED CB I ° TOC 33.9' �\
WITH 2' GRAVEL" EST 25 SY PSRM DETAIL AI/ 6/0.02 & 614.0 Rr g I INV 30.4 ` • `
SHOULDERS TOC 8 34.0' L3- 33J o 28 LF - 15' RCP-IV �� A , ` ♦
INV IN (N) = 30J I e -L3- PT Sto. 83 +13.06 � � � , ♦ '�
INV OUT !A) = 30.0' _ \ �O �` ♦
S05'18'17"W
-L3- PC Sto. 80 + 73. l l5 RCP CONTRACTOR TO -- �� .�, ♦ l5
INV= 30.3 I REMOVE EXISTING ��� \ O
_ 6" TERRA COTTA SE R SEDIMENT FROM 1A ♦ N/F
-L3 PRC Sta. 80 +96.6 TOP = 22Z ROX.1 I ROADBED JOSIE MARIE HOPKINS
RIVERDALE RIVERDALE SEE NOTE 2 \ �� ♦ DB MB 3,2PG 1883
SUB- DIVISION SUB- DIVISION P/ J I �, ♦ PARCEL 01356
BLOCK J BLOCK J ♦ INC PIN 4678 -93 -0554
-L3- PC Sto. �
MB 3, PG 188 MB 3, PG 188 ° Uj ^ 83 +59.23 \ 110, �.
L I x �, \ \ lop
NOTES: - -- I ` w \ UJ
1. ALL TREES WITHIN PERMANENT EASEMENT _ Q N E ET
TO BE REMOVED UNLESS NOTED OTHERWISE. I x m I z S05 °18'17 "W / E S
FOR ALL TREES NOTED TO BE RETAINED, a D M ^ �p0 SSE
X I D = I /6 8�
CONTRACTOR TO COORDINATE TREE RET AI NAGE W � _ > Z W O SEE NOTE 2 ST A
WITH CITY PRIOR TO CLEARING. < ° o ;17 N N/F
N x o 0 1 MAR �eREs FREEMAN HEIRS SINE
M - I °o q MB 3, PG 188 ATCN
w 2. PORT ION OF PROPERTY TO BE ACQUIRED I -A PARCEL 20463 M
FOR T RAIL HEAD AND CONSTRUCT ION ST AGING U) INC PIN 4678-93-0593
D
r
/O,
+l 03
+ "'
N
NN
OL
X�
R- 41.90'
=
4INV34.5I
i
/
l
ET / 10
S
I
I
II
yr
o
m
o
48
48
-
Pl =
79+58.50
STRUCTURE HYDRAULIC DATA
44
EL =
VC =
K =
-
42.09'
ll0'
l8
_
32 LF - 18" CW CROSS PIPE
DESIGN DISCHARGE = 2.25 CFS
DESIGN FREQUENCY = l0 YRS
DESIGN HW ELEVATION = 32.35 FT
BASE DISCHARGE = 2.98 CFS
44
-
BASE FREQUENCY = 100 YRS
(+)/.1021
BASE HW ELEVATION = 32.49 FT
OVERTOPPING DISCHARGE = X8.68 CFS
_
40
40
I- -_ -
OVERTOPPING FREQUENCY = X100 YRS
OVERTOPPING ELEVATION = 33.78 FT
-
-
36
ll
PROPOSED
GRADE
r99TI, P1 = 81+79.00
EL = 31.07' -
VC = 270'
K =45
3 6
-
III
Y
-- - -----
EXISTING - - - �
-4GROUND
( +)0.9693/.
0
28
2 4
BEGIN SPECIAL
DITCH GRADE RT
END SPECIAL - - --
ELEV STA 33.3600 DITCH GRADE RT
-L3- STA 8/ +50
ELEV = 3/.40'
„
PROP l8 CMP PROP I5" RCP
STA 8/ 50 STA 81 +81
ELEV = 29.9'
_L3 ELEV = 29.2'
8
24
-
-
-
79
80 81
82
83
84
PREPARED IN THE OFFICE OFo
P.O. BOX 33068 - q��IOH NORTH C gROLINA 27636 -3068
9
- FAX. )9 1 J) 677 -2050 HE N0, F -0102
PHONE. (9 I \ 677 2000
MULTI USE PATH AND
DRAINAGE PLAN
H RIZ
20
PROJECT-.
SOUTH TAR RIVER GREENWAY,
PHASE 3 ( E B - 5 5 3 9 )
I� NOT USE LERPE 1�L.A�1
�� ��� USE FOR RL� W Ac�t�utsiTraN
REV. No.e
REVISION:
DATE:
DRAWN BY:
CHECKED BYe
� VERT
L 1
4
PR.ELIMIN ART PL.A1V
DO NOT USE FOR CONSTRUCTION
This document, together with the concepts and designs presented herein, as an instrument of service, is
intended only for the specific purpose and client for which it was prepared. Reuse of and improper-
reliance on this document without written authorization and adoption by Kimley -Horn and Associates, Inc.
shall be without liability to Kimley -Horn and Associates, Inc.
Copyright Kimle -Horn and Associates Inca 2014
y 9
JOB NUMBER: 0 12654005
SHEET NUMBER: C- 10

a
I
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0
0
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Ln
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0
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0
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0
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TB- �TB �
TEMPORARY CONSTRUCTION
-
3 Tg
EASEMENT (TYP)
TB TB I B
TB =+
co
°
y'
-L3- PRC Sta. 85 +37.45
CLASS 'B' Rl�TECTION Tg / 20' PERMANENT
OUTL GREENV�AY EASEMENT
BZ M
16 CID
TONS
1
Tg
EST /5 FF -L3- PRC Sto. 86 +87.20
BZ
CLASS 'B' RIP RAP
N/F
MARY FREEMAN HEIRS
F7GF OF WATF
/
T EXIST
-L3- PC Sto" 86 +46.98
OUTLET BPROTECTION
OUTLET PROTECTION Q
EST 6 TONS
z
DB 3, PG 8 -L3- PC Sto. 85 +02.97
MB 3, PG 188
Tg ANITARY SEWER
�i
56 LF - 24" MP
FLOODy�rAY �E5•F ■I'T6�VS� �
� >•57`- l4'SY�F-
Z
PARCEL 20463
NC PIN 4678 -93 -0593
' 000 � � I FLOODV AY
� Tg
/ MANHOLE
- - - - -
�l/ 'NQkVAI� -
DET AIL 632.0/
INV OUT = 5
242.6'
� � BZ
- EST 9 SY FF
l0 y�IDE ASPHALT
MULTI -USE PATH WITH -L3- PT St Bz 2
BZ 2
� I
1101
�TA85 70 - LT
2' GRAVEL SHOULDERS 2 PERMANENT DRAINAGE
RETAIN EXIST Tg
ANITARY SEWER Tg/
y F
REM E AND REPLACE 20 LF OF
6Z
EXISTI D EASEMENT
28 LF - 2 v 18' RCP-IV
y�/ END{�ALL
B
18" R GRAVITY SEWER LINE BZ 2
B 2 BOUNDARY 32 LF - 24" RCP -IV � �
DETAIL 632.01
gZlL
*DIP (BY GUC)
/ L
INV OUT = 12.4' -�
STA89 +35 -L3- 18J' LT N
.
DETAIL 632.01 co
E
170 '
F
24" E F
E _
INV = 11
INV OUT = ll2'
STA88 +86 -L3- 2/.0' LT
S = 2J /.
E .� bTREE ' °, _..
- .�..
_ 14.8. `
- _ _ _
_ E
S = 3.8%
DE
C) 6Z ,
'?1.63' ZL•
=16.13 ,
18" RCP - - - - -
SOTTO = 15.9�(APPf�X.T
_ E
- _ F E E
E
ll05 LQ
- 5.14'
•�
_INV =1 PE
3 410VE PIPE
- - C _ _ _ _ _ - F
- - - -
E PDE LQ
F
_
z BZ 1 • -• - -� .--- • -• -•- -_-
rr
rn G
"� -- BZ _
INV= 2a' PE PE
(PIPE END
- - - - - - 107
P E w _ LQ
S C
- -
QE C SS
I
-L3- ^
PE a (7 Q � F LQ
PIE m
f E _ _ - _
W F
- - PE _ - - - - C - Z 2 PE
-
o
88„48'_ SS__ `VOA
�E PE
��
-L3-
PE �
PE 0
- E
F
> „vcP PE
PE PE ��a
PE N 89+ 37' 490" E
Q)
D N8T13'02.4 "E
_ -
l0'R�E 162 E - -__ C CE
_
_ - -_ PE PE
\
E- E
_
E SS - _____ - - -- E
- -- �E
PE
o C - - - - _ _ _ _ _
l0' R I
F \
��
- _
F PROPOSED MH l9
O
�E
E E E PDE E �-
55
_ _
LU -
-- w co
T
F
/
DETAIL 6/3.01 y�/ STEPS DETAIL 6/5.01
- • -STA 851BO -L3- 11.9' f�' - - - • - �v/F
E
�
1106 PDE F �
O
_ oc RETAIN E
/6 ?RA TREE
_
? `•
_ - - - • LEONARD�R. HIGNITE &
TOP 25.3-
�- _
R -27.97 VCP
-7O 15„
J
1108 I
m LL< a
_
-
N
INV IN (S) = 20.8' VICTOR G 52 PG-555
60TREE (iINV= 15.27'
zW M Ld(o
w M co U V
Qf z m� z
o .
R7 PROP. ELEV. = 2725
OUT (N) = 15.5 MB 3, PG 188
PARCEL 18064
a
��
�55-
_ } mom av
f�l Q z
F� / -L3- TAW+26.00 a
/ { OFFSE _ 5A0' RT
INC PIN 4678 -93 -3640 . ` •
N84'41'43,, 125.00 `
,' E �T
j RETAIN EXIST -5G- `'
J
RIl4.84'-
rn-1 2 W7 -5
F
"� IN =30.06
r ouT=so�i
CLASS 'B' RIP RAP
EST 45 TONS
♦ SANITARY SEWER
MANHOLE
„
Cj -L3- STA 841+848 RT
O
O
27'R �' f
/ �
EST l00 SY FF
�
'� _ _ - .- .- .- .- .- .- .- .- .- . -.... Oa YR -_-
5. -- '♦.
_. 24ZP
o
F + / �
-L3- PRC Sto. 87 +32.25 /9
O
RETAIN EXIST
N/F
°� � // 20
�iANITARY SEWER
MARION AUGUSTA
FREEMAN HEIRS
-L3 PT Sto. 84 +17.1/
m \ \ / -
-o -L3
1 rl
1seD EDWARD ALLEN
P Sto. 85 +7 .69
TURNAGE
N/F PROPOSED OTCB
LEONARD R. HIGNITE & W/ H COVER
MANHOLE
O
MB 3, PG 188
PARCEL 08012
NC PIN 4678 -93 -1572
F� \
\ I I
DB 1194, PG 701
MB 3, PG 188
PARCEL
VICTOR NG DETAIL 6/0.05
DB B 3, PG 8 STA88 +86 -L3- 12J' RT
MB 3, PG 188
N/F
VIRGINIA CAROLINAS
N/F ��
CITY OF GREENVILLE C�
`/`
\ FORD STkI =ET
GO' PUBLIC RI/W)
NC PIN 4678 93 3428
-93-3
PARCEL 18063 TOP = 15.7'
INC PIN 4678 -93 -4576
I INV OUT = 124
LAND CORPORATION
DB 16
MB 3, PG 188
PARCEL 04356
`
� 18 �
- -
L3
15, G
PARCEL 33857
NC f'ZLNi467,8- �3 =T523
F I
-L - PC Sto. 88 +85.95 INC PIN 4688 -03 -3648
NOTE: ALL TREES WITHIN PERMANENT EASEMENT
N/F Pl Sto 85 +20.8
IN II, LLC
P1 Sto 85 +56.29 Pl Sto 86 +67.16 Pl Sto 87 +10.12 P1 Sto 87 +55.86 Pl Sto 89 +06.88
T R T OTHERWISE.
0 BE EMOVED UNLESS NOTED
N n -L3- PRC Sto" 89 +27.79
DB 585, PG 720 = 19° 45 09 (LT) A - 2r 20 20.0" (RT) L = lr 31 21.7 (LT) A = 25 48 46.5 I RT 1 L = l3° 27 48.4 (LT) A = 4° 47 42.4 (RT )
FOR ALL TREES NOTED TO BE RETAINED
MB 3, PG 188 D = 5T /T .8"
PARCEL '
D = 5T 17"44.8" D = 28" 38' 52.4N D
= 5% lT 44.8° D = 28° 38' 524" D = ll° 27331T
PROPOSED B
'
CONTRACTOR TO COORDINATE TREE RET AI NAGS
-93-2
NC PIN 4678 -93 -2512 L = 3 8'
EXIST. ELEV. = 34.43' I T = 14/'
L = 37.24' L = 40.22' L
T = 18.84' T = 20.18' T
= 45.05' L = 47.00' L = 4/.85'
= 22.9/' T = 23.6/' T = 20.93'
1 YH OVER
M
DETAIL 610.05
/
WITH CITY PRIOR T O CLEARING.
-L3- STA 85 +28.6/ R = 06.00'
R = l R = R
00.00 200.00
= l R = R -
00.00 200 "00 500.00
TOP = 6. -L3- 10.7 RT
6= 2'13.0'
OFFSET = 82)5' RT I
� OUT
i
-
-
(+)0.969
32
32
--
P1= 84 +40.00
-
-
-
-
EL
_
_
_
28
c
=
800'
-
28
-
-
-
K
-9
�8
"p��o
-
24
24
--
-
-
-
Pl = 86+5
-
`
EL = 16.56
0
___ _
PROPOSED
__ _
__
_
P1 = 89+
EL 16.58'
_ + ,_
�! �
�
�
2 0
� �
KC = l7
EL = 5.26'.00
_
VC 40
2 0
_ . 1
-
VC = 40
-
K = 21
(+)0.89197.
A,%
16
16
GROUND
_
- - - - - - - -
-
(- )1.0000%
-
- - - - - _ _ _ - - -
PROP 24" RCP -�2.5000i
__A±±__I
STA 88 +77
O
,.
PROP 24 CMP
ELEV -
- 12.01 _ - 0
12
STA 85 +84
` - - - - , - - - _
12
ELEV = 13.4'
PROP 2 @ l8 RC
-
-
-
STA 89 +34 AND 89 +36
ELEV = 12.8'
8
I f I
8
84 85
86 87
88
89
PREPARED IN THE OFFICE OFo
0
MULTI-USE PATH AND
DRAINAGE P LAN
HORIZ
20
PROJECT-
SOUTH TAR RIVER GREENWAY,
PHASE 3 E B - 5 5 3 9
I� NOT USE LERPE CQU.��1
DC N ®'0' U5�? FOR RdPo .1Ca21JTS7TIDN
REV. No.e
REVISION:
DATE:
DRAWN BY:
CHECKED BY:
VERT
�>�.ELI1vIIIV.ARY PI�.',IV
DO NOT USE FOR CONSTRUCTION
together
This document, with the concepts and designs presented herein, as an instrument
of service, is
intended only for the specific purpose and client for which it was prepared. Reuse of and improper
4
reliance on this document without written authorization and edoption by Kimley -Horn
shall be without liability to Kimley -Horn and Associates, Inc,
and Associates, lnc,
P.O. BOX 33068
- RALEIGH NORTH CAROLINA 27636 -3068
9
JOB NUMBER:
SHEET NUMBER:
Copyright ht Kimle y Horn and Associates, Inca 2014
PHONE. (9 19)
PE N0, F 0 102
677 - 2000 677-2050 FAX. x o ) g g)
0 12654005

N
Q
I
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Ln
0
0
Ln
Ln
R
0
O
N
0
0
0
0
I
J
Q
i
O
N
O
N
TB �-
gZ 1
BZ
BZ 1
B-L 2 - - -
BZ 1,
BZ 2 BZ 2
BZ 2
- - - - - - - - - - - - - - - - - - - - - .r _
BZ 1 elm
�m
BZ 1
. A..
BZ 2
M
BZ 2 + BZ 2 00
BZ 2 CLASS 'B' RIP RAP
OUTLET PROTECTION
EST 3 TONS Q
FLOODWAY EST 8 SY FF Z
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
- - - - - - -
-- BZ 2 GRADE TO DRAIN RE OVE 24' OF
4- EXISTING 18-C40 AND
-L3- PT Sto. 89 +76.33 _ _ + TEMPORARY CONSTRUCTION PER4iANENT 18• DIP AND REPLACE n
L3 PRC Sto. 9/ 38.25 /0' -WIDE ASPHALT +. , EASEMENT (TYP) DRAINAGE WNV OUT =1875' AND FES =
MULTI -USE PATH WITH EASEMENT STA94 +47 -L3- 18.2' LT r_
o -L3- PC Sto. 90 +85.72 2' GRAVEL SHOULDERS GREENWAANENT 1ENT _ Q�� ,"o S = 3.3X rn
0 i EDGE OF WATER L3 _ PT Sto. 94 +19.76 F
1
+ _
rn o � -L3- PC Still _ F U
_SI1 WETLAND - 1201 - - - 1
-
E BOUNDARY E E E +I F - - -
Fi-
W � 6PO E F - - - - - -1, - - - F - - - - - - - - - F - E - E E �- E - 4Q PE D
Z RETAIN AND ROOT - _: f /Ej. - - - -. - - - - - - - - - F
PRUNE TREE _
E E � F PE PE PE PE _)P PE PE 12' I�.!�" E +O
E E:
- - - - - - - - F - _ _ _ - - - - - pE L3 I' - _PE_
117 O PE 32TRE 8.7 EIy'� 5.2' C PE- F Ill
_ L
PE _ _
L PE PE - -
_ -F - PE - - - - - - - F PE - - - - F PE E -SS
-L3- _ F_ - -- F E E E E�E5„7, E E - 2
- E -SS R= 23.36' 1202 EXISTING WETLAND M
� 881' 5/' 473" E _ - - - ?� E R= 22.62'
tiINV= 13.62' tiINV =12.Ec
__------ F- ----- - - - - -- - E 100YR RTHINEXIST BOUNDARY
-� PE F r R= 29.95'
�' PE rr E FLINV= 13.75' SS - _ �._._.- , - -� -- S ITARY SEWER -- ._ - -. -- n
F E E E E -- '- ._._. -. HOLE �'�_•_ _._._. i
E . - - - - ♦ '�4 ' �-
J - �• RETAIN EXIST - - - - - •� I'- - � •�� _ �� Ul
- -• �a
ANIT ARY SEWER PROPOSED
. - • - MH DETAIL 612 / '
R= 31.83' `• STEPS FOR TRAIL ACCESS STA94 +47 -L3 117 RT
J � • '
41NV= 14.27 TO BE ADDED TOP = 20.5'
Z E -L3- PT Sto. 92 +28.08 VIRGINIA CAROLINAS INV IN (S) = 16.5
RETAIN EXIST DB H -13, PG 16 IE -IN EX 18 CM R= 47.84'
( RETAIN EXIST 0 LAND CORPORATION INV OUT = 8.5' 1203
Q SANITARY SEWER SANITARY SEWER MB 15, PG 7 J IN= 44.64'
MANHOLE N/F MANHOLE NC PARCEL OUT = 42.21'
IN 4688 03 -3648 0
G VIRGINIA CAROLINAS -L3- m ^'
LAND CORPORATION n �/
DB H -13, PG 16 15, PG 7
MB PI Sto 89 +52.08 PI Sto 91 +12.18 PI Sto 91 +83.50 PI Sto 93 +84.62
PARCEL PIN 4688 -03 -3-03-3 648 Q = 5° 33' 44.1" (LT) Q = 16° 43' 11.9" (LT ) Q = l7" 09' 18.8" (RT ) Q = l0° 05' 36.5" QT)
NC
D = //* 27' 33.0" D = 31" 49' 51.6" D = 19' 05' 54.9" D = 14° l9' 26.2"
N87 °36'24 "E 489.51' .F L = +�
L 18 T = 2429' T = 26.45' T = 4525' T = 35.32'
PARK AVENUE R = 500.00' R = 180.00' R = 300.00' R = 400.00' NOTE. &LFTREES WITHIN PERMANENT EASEMENT
(CITY STREET) TO BE 'REUOVED UNLESS NOTED OTHERWISE.
FOR AL =TREES NOTED TO BE RETAINED,
CONT OR TO COORDINATE TREE RET AI NAGE
1SBD
WITH Y PRIOR TO CLEARING.
24
24
P1 = 89 +91.00
-
-
20
EL = 15.08'
16 -
VC = 0'
K = 30
PI = 91+50.00
EL = 1325
VC 80'
-
_
PI = 92+78.00
EL = 14.09'
VC = 40'
K =25
-
PI = 93 +67,00 PROPOSED
EL = 13.25' GRADE
4
VC= 0'
K = 68 - -
-
_
-
-!
16
(- )2.50o0� --
-
-- - - - - -- - - - - - _
1 +J0.6562% - 10.9438'/. - _
_
12
- -
-
- - - - - - - - - - - - - - - - -
- J1.5342/„
- - - - - --
X1.5342/,
12
EXISTING
O
GROUNII
PROP 18" RCP
Jill
ST A 94+47
ELEV = 8S,
4
4
11
-
-L3
0
0
-
90
91 92
93
94 95
PREPARED IN THE OFFICE OFo
P.O. BOX 33068 - RA�EI6H NORTH CAROLINA 27636 -3068
9
- FAX. X o ) 9 1 J) 6 7 7 - 2 0 5 0 PE N0, F -0 102
PHONEo (9 19) 677 2000
MULTI-USE PATH AND
DRAINAGE PLAN
H RIZ
20
PROJECT-.
SOUTH TAR RIVER GREENWAY,
PHASE 3 (E B - 5 5 3 9 )
INOOM PLETE PLAN$
DO NOT USE FOR R/W ACQUISITION
REV. No.e
REVISION:
DATE:
DRAWN BY:
CHECKED BYe
VERT
4
PP ELIMIN AP Y PLAN$
DO NOT USE FOR CONSTRUCTION
This document, together with the concepts and designs presented herein, as an instrument of service, is
intended only for the specific purpose and client for which it was prepared. Reuse of and improper
reliance on this document without written authorization and adoption by Kimley -Horn and Associates,Inc,
shall be without liability to Kimley -Horn and Associates, Inc,
Copyright ht Kimle -Horn and Associates Inca 20 I4
P y g y 9
JOB NUMBER: 0 12654005 SHEET
NUMBER:
C- 12

a
rn
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PI Sto
95 +35.69 P1 Sto 96 +20.82 P1 Sto 97 +71.99
P1 Sto 108 +89J8
p
15° 0/' 04.4" (RT ) A = 1648'05.r QT) A 13° 15' 16.7 N (RT)
A /0° 56' 13.7" (RT )
Tg
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az ,
_
D -
_
28° 38 52.4 D = 14'' l9' 26.2' D - 7° 09' 43.1
_
D - l9° 05 54.9"
rg
`Tg
L =
52.42' L = 117.30' L = 185.07'
L = 57.27'
T =
26.36' T = 59.07' T = 92.95'
T = 28.72'
-0- PUT Sta. 96 +75,x010=
Tg cY)
BZ 1 BZ 1
QBZ� _ 1 A — 800--00� BZ 1
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00
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20' PERMANENT 10' -WIDE ASPHALT
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-USE PATH WITH
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y
EASEMENT (TYP) E
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PE — — — — — —
23POE E
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D
c r
PE
PE E
_ — — — — — — — — — — — ' E
—
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E
E
TREE E
_ — —
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E s` In
`PE 78'23
�}1
o F-
� C `z4"�*" -21 "RCP
r
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coNC—
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/ZSn
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O
PE _ _ — — — — — — — — — — —
— — — F PFD
F
—
E z _ ._ _ _
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PE Q
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rn
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�
-- - -
rn
RETAIN AND ROOT _ . _ . _ • _ • _ • — ' — .. —
-• •�•�•.•_•_,.,
R= 20.56' _ _ _ _ • _ -
"�3•- - •-- _._,_•_ 500_Y_R
'
RETAIN AND ROOT
PRUNE TREE
4
SS
17!
r
V1
_
PRUNE TREE �.
_ - - -
- _
' - '
RETAIN EXIST
RETAIN AND ROOT R-
f PRUNE TREE i
rn
m
-'
�—
'•
RETAIN
• ♦
EXIST
'•`._._._._._._._
SANITARY SEWER
MANHOLE
✓QlD STEPS s,
-E— _
0 .. .- -L3- PRC Sto.95 +6/.75
SANITARY SEWER
MANHOLE
—•� •,
v
c7
N
'
•
w
-L3- PC Sto. 95 +09.32 �0
-L3- PT Sta 98 +64J1
` • ' '
• - ' — - _
NSF
-L4- PC Sto. 108 +60.46 • ' ' - • , . - • - ' 2/
VIRGINIA CAROLINAS
`
LAND CORPORATION
DB H -13, PG 16
—L4—
PT Sto. 109 +17.73 JESSE MANNING EBRON
1 15, PG 7
& VERNA FLEMMING
PARCEL 33857
NC PIN 4688 -03 -3648
NSF
D1 1 'PG 24 8
VIRGINIA CAROLINAS
PARCEL
NC PIN 4688-03-7538
—
�
LAND CORPORATION
1SBD
—
—
—N82'2 64.59'
DB H -13, PG 16
AR 15, 33 7
PARCEL 33857
— — —
------
_
_
INC PIN 4688 -03 -3648
NOTE. ALL TREES WITHIN PERMANENT EASEMENT
PARK AVENUE
� �
TO BE REMOVED UNLESS NOTED OTHERWISE.
_ 9a5_
PARK AVENU ~251
E
COR RACTOR TO COORDINATE TREE RI ETAI AGE
N
WITH CITY PRIOR TO CLEARING.
i
24
2 4
P1
= 96 +43.00
END GRADE
EL
= 18.65'
-L3- STA
98 +75.00
-
- BEGIN GRADE
VC = 80'
-
--
-
-
K =
7
Pl = 97 +27.00
-
-L4- STA
108 +00.00
20
EL = 15.00'
ELEV = 0.58' 1
-
20
-
-
VC - 40'
PROPOSED
K =29
GRADE
-
-
- -
-452/
16
Pl =-
Pl = 109 +63.00
16
_ _
_
_
'
EL _ 10.78
VC - 150'
35/.
6, �
-�2
.9865%
Pl
= 108 +50.00
EL _ '4 6'
VC 0
_
-
-
K 18
��
�,_
EL 9.09'
=
K /8
l
12
_
—'
_ - _
_
- —'
VC
K
= '
96
= 20
_
l - 10.36/4% �
12
i
_
_
-
EXISTING
- -_
�
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X2.9848,
+ 1.920
�
4 °°
-
l
GROUND
-
°
.�
_
8
8
_ii
I.
I
4
4
0
0
Ft,
-.
—
95 96
97
98
98+75/108
109
PREPARED IN THE OFFICE OFo
_
MULTI USE PATH AND
DRAINAGE PLAN
H RIZ
20
PROJECT-.
SOUTH TAR RIVER GREENWAY,
PHASE 3 ( E B - 5 5 3 9 )
INOOM PLE�TE PLAN$
DO NOT USE FOR R/W ACQUISITION
REV. No.e
REVISION:
DATEe
DRAWN BY:
CHECKED BYe
L 1
VERT
PP ELIMIN AP Y PL.A1V
DO NOT USE FOR CONSTRUCTION
This document, together with the concepts and designs presented herein, as an instrument of service, is
intended only for the specific purpose and client for which it was prepared. Reuse of and improper
4
reliance on this document without written authorization and adoption by Kimley -Horn and Associates,Inc,
shall be without liability to Kimley -Horn and Associates, Inc,
PO BOX 33068 - RA��6H NORTH CAROLINA 2736 -30�g
P.O. 9
JOB NUMBER: SHEET
NUMBER:
Copyright Kimle -Horn and Associates Inca 20 14
y 9
PHONE.
- FAX. (9 1 J) 677-2050 PE N0, F -0 102
(9 19) 677 2000
012654005
C- I3

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-L4-
Pl Sto //0 +40.64
Pl Sto 111 +13.00 Pl Sto /// +79.55
P1 Sto 112 +43J5
P1 Sto 112 +92J2
Pl Sto 114 +54.40
-L4 - PRC Sto. ll1 +49.79 A = 4/" l4' 20J" l RT J A = 63.42' 262" l LT J A = 33.08' 34.3" ill A= 39.06' 06.3" lLT J
o CLASS 'B' RIP RAP D= 76.23'39.7" D= 76.23'39.7" D= 57'/7'44.8" D= 57"/7'44.8"
y. OUTLET PROTECTION L = 53.98' L = 83.39' L = 57.85' L = 6825'
o EST 3 TONS T = 2822' T = 46.60' T = 29.76' T = 35.51'
EST 8SYFF R= 75.00' R= 75.00' R= 100.00' R= 100.00'
TB
��` � l5" PVC AND
REPLACE W/ ZP_- ILBC_P_/VTg
AND TWO FES r
/W IN = 10.0' TB
E5 STA.110 +53 -L4- 14.4' RT N/F
INV OUT = 7.6' DENISON D. GARRETT, JR
I TB DB 2838, PG 201 N/F
STA//O+77 -L4- 19.6' LT .
-L4- PR Sta 112 +75.88 JIMMY L. JONES
V S = 6.0/. TB PARCEL 0133 DB H -37, PG 502
PIN 4688 -03 -8545 INSTALL REINFORCED MB 3, PG 284
o
=in _ _ Tg CONC ETE ENDWALL PARCEL 12429
RETAIN BZ 1 T NCDO STD 838.01 INC PIN 4688 -03 -9585
(n TREE - STA/ 1 +89 -L4- 10.8' LT
'
28 LF - 2 36" R -IV Tg Tg �- TB TB TB TB
l:0 TB �' FLOODWAY
�► E F
- - _ PERMANENT INV 0 T l4' } }
- F g2D AINAGE S l.l% I o I l0' -WIDE ASPHALT 7A,
MULTI -USE PATH WITH
L�n LB -, T z
PE B�2\ ^ HOVE AND RESET oi, 2' GRAVEL SHOULDERS
PROP METAL HAND AIL XIST RIP RAP 3'
rn E F IN =8.2T \ - - STA I11+72 TO OM EDGE OF
o STA 112+ ULTI -USE PATH:
- ^� OFFSET T (LT) 82 I F 36" RCP _ \
17 R��
/NV = 1 Bz ,,1 _F
T J 221 IK / \ I" RCP 18" X 18' - F - - - - - -
/ TOP = 13.3' -L4- STA 112 + 07 LT �- -
I EE FF 1401 (APPROX.) �E
E _ T
J :. � i 127- �
6.88' INV =8. C / F
/3 37TREE -�
/ � _ 2
INV-
_ - - - F 'sz 2 - - -
,� Q PE F
J Q4e �Q F - - P PE RCP - - - - -
_SS O _ _ - - -
Z GRADE AREA
V AROUND PIPE � E E E
ENTRANCE TO lop
DRAIN F _ PE- - F F - e - - -
PE
•► RETAIN �C
• 1 • TREE N C F 1402 NV =23.7 ' _ _ ' 5LS YR
E C F - 100
' EXISTING WETLAND E F
'♦ BOUNDARY _ �_._._._._._ _._ _. -. -. 500YR -• ►.
� • - . - ,
' a , - •
-L4- PC Sto.110 +12.42 (
-L4- PT Sto. 113+07.85 ._
2/ �'� •- '- '`•-'- • -' -•-
_ _ + ON /F '�•� • -. -• -� REMOVE 8 LF OF EXIST
L4 PRC Sto. ll0 66.40 JESSE MANNING EBRON' • ` • - 36 "CMP AND INSTALL END SEGM
ENTAL
& VERNA FLEMMING . ` JB W/ M COVE TC 44.22' RETAINING WALL
DB 225, PG 748 STA/// +87 -L4- 17.6 RT OU (N)= 39.32' W -L4- STA 112 +45
PARCEL 01922 BEGIN SEGMENTAL TOP = 32.0' OU (S) =35. 4 _ OFFSET T (RT)
INC PIN 4688 -03 -7538 RETAINING WALL W7 -5 INV IN (S) = 25.4'
-L4- S 111 +1Q 18" X 18" ICY►' OUT (N) = 14"9' � ~ U
NOTE. ALL TREES WITHIN PERMANENT EASEMENT oFFSEr 7' (RT) -L4- STA 111 +54 RT (SEE SPECIAL DETAIL) I M -� 20' PERMANENT
TO BE REMOVED UNLESS NOTED OTHERWISE. I m I GREENWAY EASEMENT
FOR ALL TREES NOTED TO BE RETAINED,
CONTRACTOR TO COORDINATE TREE RET AINAGE -L4- PRC St . 112 +07.64 I -_ _ -, - _
WITH CITY PRIOR TO CLEARING. I 1SBD
1S
A = 24° 25' 267" l RT J A = 14'27" 159 ill
D= 76.23'39.7" D= 38•//'49.9"
L = 31.97' L = 37,84'
T = 16.23' T = 19.02'
R= 75.00' R= 150.00'
v
TB Tg�- Tg
FXIS „�
TB TT,
BOUNDARY
- - _ o
_ z
RETAIN
TREE
g
E
F - - - F - - - - 37TREE- - - F - -
- - - - - - - -
PE PE
_ 8.2'
_
-L4 2 c
S 82.23' 24J" E
_ F
F - - - - - -
PE PE- - - - - - - C
E E
• _ _ _ _
E 10 •� • -
• - • ..` •
� • - • - ' - ' � . �' w 25LS
- ' _
RETAIN EXl T w 3:
SANITARY S WER �
ANHOLE �
Q
-L4- PC S .114 35.38 z
a
w Z
® LU
N/F z
JIMMY L. JONES O
DB R -53, PG 458 U
MB 3, PG 284 TPED
INC PIN 4688113 1507 �-
-L4- PR Ito. 114 +73.22
5' CHAvOv
II
as ` LINK FENC _-
000
0
Q
I z
DITHARD PROPERTIES, LL
DB 3251, PG 373
PARCEL 28933
INC PIN 4688 -12 -3945
TB _
TEMPORAR NY COCO ST�
EASEMENT frYP) o Tg
Q L
I
V
W
z E �u
- - - - 1 - - F _ _
Ljj
W
PE �.
Ln
N
Ln
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•.... _
---
PORTION OF J
PROPERTY TO BE
ACQUIRED FOR LLJ
TRAILHEAD AND
CONSTRUCTION T J
DITHARD PROPERTIES, LLC
DB 3251, PG 373
PARCEL 28933
INC PIN 4688 -12 -3945
X X
I
28
STRUCTURE HYDRAULIC DATA
28
36 LF - 18" RCP CROSS PIPE
2
DESIGN DISCHARGE = 2.34 CFS
DESIGN FREQUENCY = /0 YRS
DESIGN HW ELEVATION = 10.84 FT
BASE DISCHARGE = 3.10 CFS
BASE FREQUENCY = /00 YRS
BASE HW ELEVATION = 10.98 FT
Pl = 111+79.00
EL = 21.60'
VC = 50'
K - 3
-
Pl = 114 +80.00
L -
V C - 6U'
-
_
2
-
-
-
X10.45
OVERTOPPING DISCHARGE = CFS
K =
/0
1
OVERTOPPING FREQUENCY= >l00 YRS
OVERTOPPING ELEVATION = 12.10 FT
2 0
16
12
-
PROP 2 @36 "RCP
STA 111 +87 AND 111 +92
14.
ELEV = T
Pl = 114 +11.00
EL = 14.70'
VC = 70
K = //
I,
(+)/.955b/­*
_-
1 ^
i
Pl _ 1/0 +46.00 • . '
EL= 10.96' 0/.
VC = 72' ,r)g "0��
11 =r.Ki 00
- -- -� -
l - 10.36/4% -- - EXISTING
_ .- GROUND
- - - - - - -
PROPOSED
Pl =_ 112+8 7.0 GRADE
2.65
J8�8j�i VC //0
K =ll
Ill
-
l +116532%
�__, - - - - - - --
EXIST EXPOSED 24" SEWER .P/PE
�. _ -
- - - _ - - -
7-
00
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16
--
8
EXIST EXPOSED 24" SEWER PIPE
PROP 24" RCP
-1
8
- STA 1/0 +64 -
I
I
[Jill
11
ELEV = 9.0'
1
T_TT
4
- -i
4
110 111
112
113
114
115
PREPARED IN THE OFFICE OFo
P.O. BOX 33068 - RA�EI6H NORTH CAROLINA 27636 -3068
9
- FAX. )9 1 J) 677 -2050 PE N0, F -0102
PHONE. [phone]
MULTI-USE PATH AND
DRAINAGE PLAN
H RIZ
20
PROJECT-.
SOUTH TAR RIVER GREENWAY,
PHASE 3 (E B - 5 5 3 9 )
INOOM PLF,TE PLAN$
DO NOT USE FOR R/W ACQUISITION
REV. No.e
REVISION:
DATE:
DRAWN BY:
CHECKED BYe
VERT
4
PP ELIMIN AP Y PLAN$
DO NOT USE FOR CONSTRUCTION
This document, together with the concepts and designs presented herein, as an instrument of service, is
intended only for the specific purpose and client for which it was prepared. Reuse of and improper
reliance on this document without written authorization and adoption by Kimley -Horn and Associates, Inc,
shall be without liability to Kimley -Horn and Associates, Inc.
Copyright Kimle -Horn and Associates Inca 20 14
y 9
JOB NUMBER: 012654005 SHEET
NUMBER: C- 14

Q
a
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Lin
Lin
0
0
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DITHARD PROPERTIES, LL C o -
N/F DB 3251, PG 373 �TB�T�a NC PIN 4688 -136 022
DITHARD PROPERTIES, LLC z
-L4- PRC Sta. ll5 +72.47 DB 3251, PG 373 NC PIN 4688 -823 945 Tg TB TB
PARCEL 28933 20' PERMANENT
NC PIN 4688 -12 -3945 GREENWAY EASEMENT TB -Tg�T6 TB -L4- PT Sto.119 +92.76 CONC WALL
TB TB TB TB TB TB TB TB -L4- PC StO.1 /9 +52.54 0
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LLJ ED -• ' E• '� - _ •� rn
Z - RETAIN EXIST ' ^ • ' � O E •
J - - SANITARY SE y�R �� '' ' �'?'
PROPOSED 12' W IDE BOARDWALK MANHOLE ♦ . ` ►�
Z -L4- STA 116 +51.00 TO 116 +71.00
-L4- PRC Sto.1 /6 +61.14 SEE STRUCTURES PLANS & DETAILS � - R= 29.15 rn
- inn. ._a n, or•- . `
Q ,l, GRADE AS NEEDED TO PROVIDE A l0 WIDE ASPHALT �. n
R 05' MIN CLEARANCE MULTI -USE PATH WITH
2' GRAVEL SHOULDERS -
PROPOSED 12' W IDE BOARDWkK
O 118+36.00
SEE STRUCRES PLANS6& DET N AILS
DITHARD PROPERTIES, LLC
DB 3251, PG 373 a a
PARCEL 28933 -L4- PT Still 118 +66.52
NC PIN 4688 -12 -3945
w -L4-
N/F
P1 Sto 115 +235/ Pl Sto 116 +17.27 P1 Sto 117 +41.15 P1 Sto 118 +43.24 Pl Sto 119 +72.69 DITHARD PROPERTIES, LLC LL
LL TREES WITHIN PERMANENT EASEMENT DB 3251, PG 373 GREENVILLE UTILITY
NOTE: 4" lRT 1 L = 18a 10' 58 7" (LT) L = l0a 42' 18 7" (RT) L = 9' /2' 56.6" (LT l INC PARCEL
TO BE REMOVED UNLESS NOTED OTHERWISE. p = 22"44 45.2' ALT l p = 20° l9' l4. . IN 4688 -82 3945 COMMISSION 3162
D = 22a 55' 05.9" D = 22a 55' 05.9" D = lla 27' 33.0" D = 22a 55'059 D = 22" 55'05.-131" NC PIN 4688 -13 -8022
FOR L TREES NOTED TO BE RETAINED, L = 9925' L = 88.67' L = 158.68' L = 46.71' L = 4021'
CONT R CT OR TO COORDINATE TREE RET AI NAGE T = 5029' T = 44.80' T = 80.01' T = 23.42' T = 20.15'
WITH lT Y PRIOR TO CLEARING. R = 250.00' R = 250.00' R = 500.00' R = 250.00' R = 250.00'
-
_
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- --
BEGIN
-L4-
ELEV
BOARDWALK
STA 116 +51
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- 22.22',
END BOARDWALK
-L4- STA 116 +71
-
BEGIN BOARDWALK -
-L4 - STA ll8 +36
ELEV - 2/.03.
i � _
END BOARDWALK
32
32
Pl = 119 +80.00
0'
�C =
2 8
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L -- P1 = //5 +70.00
1 -- - EL = 21. 98 - -
I -- VC = 30'
1 =
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_
ELEV = 22.2 . �1.
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Pl = ll6 +8 .00 -
P1= 117 +4700 P1 = 118 +02.00
- EL = 22.33' EL - 2 /.lT �
_ EL = 20.20'
VC -30 VC 30
_ _ VC = 70
K 8 K = /7
-
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ELEV ST 20.95 ±561 PROPOSED
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PREPARED IN THE OFFICE OFo
P.O. BOX 33068 - NORTH CAROLINA 2736 -30�g
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- FAX. (9 1 J) 677-2050 PE N0, F -0 102
PHONE. [phone]
MULTI _ USE PATH AND
DRAINAGE PLAN
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SOUTH TAR RIVER GREENWAY,
PHASE 3 (E B - 5 5 3 9 )
I�T��I]�LE�`E 1�L.1�
DO NOT USE FOR R/W ACQUISITION
REV. No.e REVISION:
DATE:
DRAWN BY:
CHECKED BYe
VERT
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PP,ELIMIN ARY PLAN$
DO NOT USE FOR CONSTRUCTION
This document, together with the concepts and designs presented herein, as an instrument of service, is
intended only for the specific purpose and client for which it was prepared. Reuse of and improper
reliance on this document without written authorization and adoption by Kimley -Horn and Associates,Inc,
shall be without liability to Kimley -Horn and Associates, Inc,
Copyright Kimle -Horn and Associates Inca 20 14
y 9
JOB NUMBER: 012654005
SHEET NUMBER: C- 15

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OFFSET T l
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P1 Sto 124 +14.44
P1 Sto 124 +96"63
P1 Sto 125 +53.98
MULTI -USE PATH WITH TAR RIVE��
A=
9" 21' //.3" (LT)
0 =
20° 26' 04 "9" (RT)
A
= 35° 54`27.4" (RT)
A
= 30" l8' 28.9" ALT �
END RAILROAD UNDERPASS
D
= 6, 05' 54.9"
D
= 76° 23' 39.7"
D
= 5T /7' 44.8"
D
= 57" l7' 44"8"
FLUSITY WITH BRIDGE
L =
48.97'
L =
26.75'
L
= 62.67'
L
= 52.90'
-L4- STA 124+43.85
T
= 24,54'
T =
13.52'
T
= 32.40'
T
= 27.08'
R
= 300 "00'
R
= 75.00'
R
= 100.00'
R
= 100.00'
TB TB
CONIC WALL
CORE 4" DIADRAIN HOLES IN
TAR RIVER EXISTING WALL AT 10'ON CENTER
TB TB
TB TB
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Sto. 122 +64.03 -
i PATH
-L4- PC Sto. 124 +00.92
-L4-
PC o. 122 +15.06
END ASPHALT MULTI -USE PATH
GIN lO' -y�IDE CONCRETE
4 o
TIE TO EXISTING
CONCRETE SLAB
RETAIN CONCRETE
SLAB
-TIE TO EXISTING
CONCRETE SLAB
BEGIN SEGMENTAL
RETAINING WALL
-L4- STA 124 +57.77
OFFSET 8' fLT I
-L4- S 75° 56' 22"2" E
W12 -2
30" X 30"
-L4- STA 124 +71.28
PROP METAL HAND RAIL
-L4- STA 124 +57 TO
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STA 125 +26.89
OFFSET T l
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-END CONCRETE MULTI -USE PATH
Z
BEGIN l0' -WIDE ASPHALT
MULTI -USE PATH WITH TAR RIVE��
2' GRAVEL SHOULDERS
-L4- STA 125 +04.94
END SEGMENTAL
OUNT TO CANOPY) RETAINING yyALL -L4- PRC Sto 125 +26.89
d 6 PATH WITH
j BZ 1 gZ N/F 2' GRAVEL SHOULDERS Gr Tg OO -L4- STA 125 +08.00
-L4- STA 123 +9493 X OFFSET 8' fLTI
CONC WALL
COMMISSION BZ GRADE AREA TO DRAIN TO EXIST Dl E E f T -L4- PT Sto. 125 +79.79
PARCEL 31462 20' PERMANENT 1 E BZ 1 - GRATE ♦ TB
INC PIN 4688 -13 -8022
RETAIN EXIST GREENWAY EASEMENT E _ �E _ - - - - - EDGE OF TB
Z SANITARY SEWER F _ _ - - ° Z ° TB
_ _
BZ 2 _ _ _ _ _ _ BZ 2 M'Q^IHaLE BZ 2 E _
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RETAIN EXIST � • END CAST -IN -PLACE • � • �, \ �
SANITARY SEWER CONCRETE RETAINING WALL
• 4AMOLE / -L4- STA124 +75.00
.`
•�•�•` OFFSET 7" (RT) •�.�•` CD 7
TE4P RARY CONSTRUCTION
Q - - - - . - . � • - -L4- PT Sto. 124 +27.67 �, � _ END RAILROAD �- _ - �,
Q EASEMENT fTYPI '
U DERPASS C - - ♦- - - - o
10' -WIDE ASPHALT ♦, BEGIN RAILROAD UNDERPASS CANOPY STRUCTURE F • ♦ F _
CANOPY STRUCTURE L4 STA /24 #7227 • E
4ULT l -USE PATH WITH ♦ . � • PER CANOPY DETAIL/ CD-8 � � � �d
2' GRAVEL SHOULDERS M , ` -L4- ALA• 124 +'54.� _ -L4- PC Sto. 124 +64.22 RAI �ARAO RIGHT OF- • `•
AB
- _ ' _ ' CO I RETAIN CONCRETE ABUTMENT i E WIDTH W AY
. ArZTA1N CONCRETE ABUTMENT ,
X500 YR , _ . - . i BEGIN RAILROAD UNDERPASS •�
© _ . END CAST-IN-PLACE CANOPY STRUCTURE •�
_ • CONCRETE RETAINING W L PER CANOPY DETAIL/ CD -8
NOTE. ALL TREES WITHIN PERMANENT EASEMENT GREENVILLE .01 E UTILITY -L4- STA124 +43.89 -L4- STA 124 +58.76 �
TO BE REMOVED UNLESS NOTED OTHERWISE. COMMISSION TIE r0 EXIST WINGV�ALL I • BEGIN CAST -IN -PLACE © -L4 -\.POT
FOR ALL TREES NOTED TO BE RETAIN D ARCEL 31 •1 CONCRETE RETAINING WALL
'
N rn INC NC PIN 4688 -13 -83-8 022 �• � -L4- STA124 +5683 �
CONTRACTOR TO COORDINATE TREE RETAINAGE 4 TIE TO EXIST WINGWALL GREENVILLE UTILITY
WITH CITY PRIOR TO CLEARING.
PROP 6" CONCRETE MULTI -USE PATH COMMISSION
RAI ROAD TIE TO PROP AND /OR EXIST l 8
MB B 7 700, PG , 98
CONCRETE RETAINING WALL NC PIN EL 293 3014
1.87' (FLUSH WITH EXIST
- - GRATED WALK AY SUPPORT) BEGIN RAILROAD UNDERPASS_
END RAILROAD UNDERPASS CANOPY STRUCTURE
36 - CANOPY STRUCTURE (FLUSH WITH BRIDGE) 0.5 -L4- STA 124 +58.76
-LIST 124 +43.85 liili i �Gi j li Iii li l
BEGIN RAILROAD U DERPASS T 13' 13.04' 13.64' END RAILROAD UNDERPASS
22'23,�
N42 °35'38 "W 1
TIE LINE ONLY
SpNAC T
0. 126 +60.00
EXISTING 100'
GREENVILLE UTILITIES
COMMISSION EASEMENT
/ (DB V-47, PG 549, MB 70, PG 98)
CANOPY STRUCTURE - CANOPY STRUCTURE END GRADE 4-
-L4- STA 124 +30.35 - LT L-L -L4- STA 124 +72.91 -L4- STA l -6 +15.00
32 (AT RAILROAD RI 1 LL i�i�u ELEV = 20.8
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PREPARED • ' PROJECT-.
MEN MULTI-USE PATH AND DO NOT USE FOR R/W ACQUISI ION 6rmmmT!T
1111111 ' '
This document, together with the concepts and designs presented herein, cis (in instrument of service, is i m e DRAINAGE PLAN DO NOT USE FOR CONSTRUCTION VERT PHASE 3 (EB-5539)
intended only for the specific purpose and client for which it was prepared. Reuse of and improper 4
reliance on this document without written authorization - • •
Copyright Kimley-Horn and • .• - . IN JOB NUMBER: SHEET NUMBER:

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LIST OF ROADWAY STANDARD DRAWINGS
THE FOLLOWING ROADWAY STANDARDS AS APPEAR IN "ROADWAY STANDARD DRAWINGS" HIGHWAY
DESIGN BRANCH -N.C. DEPARTMENT OF TRANSPORTATION - RALEIGH, N.C., DATED JANUARY 2012 ARE
APPLICABLE TO THIS PROJECT AND BY REFERENCE HEREBY ARE CONSIDERED A PART OF THESE PLANS:
STD NO. DESCRIPTION
200.02 METHOD OF CLEARING - METHOD II
225.02 GUIDE FOR GRADING SUBGRADE - SECONDARY AND LOCAL
610.03 GUIDE FOR PAVING SHOULDERS UNDER BRIDGES
848.01
CONCRETE SIDEWALK
848.05
CURB RAMP (EXISTING CURB)
848.06
CURB RAMP (PROPOSED CURB)
876.02
GUIDE FOR RIP RAP AT PIPE OUTLETS
1101.01
WORK ZONE ADVANCE WARNING SIGNS
1101.02
TEMPORARY LANE CLOSURES
1101.04
TEMPORARY SHOULDER CLOSURES
1101.11
TRAFFIC CONTROL DESIGN TABLES
1110.01
STATIONARY WORK ZONE SIGNS
1110.02
PORTABLE WORK ZONE SIGNS
1130.01
DRUM
1135.01
CONES
1145.01
BARRICADES - TYPE III
1150.01
FLAGGING DEVICES
1180.01
SKINNY DRUM
1605.01
TEMPORARY SILT FENCE
1606.01
SPECIAL SEDIMENT CONTROL FENCE
1607.01
GRAVEL CONSTRUCTION ENTRANCE
1630.06
SPECIAL STILLING BASIN
1631.01
MATTING INSTALLATION
1632.03
ROCK INLET SEDIMENT TRAP TYPE 'C'
1633.01
TEMPORARY ROCK SILT CHECK TYPE 'A'
CITC A1/"1_r=1
ALL DIMENSIONS ARE IN RADII, EDGE OF PAVEMENT, TO CENTERLINE,
CENTER TO CENTER ON STRIPES, AND /OR TO FACE OF CURB, UNLESS OTHERWISE
NOTED.
PROVIDE CONSTRUCTION JOINTS IN CONCRETE WALKWAYS EVERY 10' MAXIMUM
WHEN WALKS ARE 10' WIDE. MATCH WIDTH UNDER 10'.
CONCRETE PADS AND WALKWAYS; UNLESS OTHERWISE NOTED, ARE 3000 PSI, OF
6" THICKNESS WITH NO. 4 BARS 12" O.C.
ALL SIGNS AND PAVEMENT MARKINGS ARE TO MEET MUTCD (MANUAL ON UNIFORM
TRAFFIC CONTROL DEVICES) AND NCDOT STANDARDS.
CONTRACTOR TO GRADE FILL SLOPES AROUND EXISTING MANHOLES TO AVOID
PONDING.
ALL RC PIPES SHALL BE CLASS III OR CLASS IV AS SHOWN ON PLANS
UTILITY NOTES
CONTRACTOR SHALL NOTIFY "NORTH CAROLINA ONE CALL" (TELEPHONE
1- 800 - 632 -4949) AT LEAST 72 HOURS PRIOR TO BEGINNING CONSTRUCTION OR
EXCAVATION TO HAVE EXISTING UTILITIES LOCATED. CONTRACTOR TO CONTACT
LOCAL UTILITIES THAT PROVIDE THEIR OWN LOCATOR SERVICES INDEPENDENT OF
"NORTH CAROLINA ONE CALL."
THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE LOCATION
OF ALL EXISTING UTILITIES IN COORDINATION WITH THE APPROPRIATE UTILITY,
AGENCY, OR COMPANY.
ALL UTILITIES THAT ARE LOCATED WITHIN LIMITS OF DISTURBANCE SHALL BE SET
SO THAT TOPS /RIMS ARE FLUSH WITH FINISHED GRADE UNLESS OTHERWISE NOTED.
LOCATIONS AND SIZES OF EXISTING PUBLIC AND PRIVATE UTILITIES SHOWN
ON THESE PLANS ARE FROM CITY AND UTILITY COMPANY RECORDS ONLY.
THE CONTRACTOR IS SOLELY RESPONSIBLE FOR FIELD LOCATING ALL UTILITIES
AND FOR DAMAGES RESULTING FROM FAILURE TO DO SO.
CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING WITH THE CITY
AND GREENVILLE UTILITIES COMMISSION FOR ANY ADDITIONAL INFORMATION
ON EXISTING WATER AND SEWER UTILITIES.
LOCATIONS OF EXISTING UTILITIES ARE APPROXIMATE. CONTRACTOR SHALL
BE RESPONSIBLE FOR FIELD VERIFYING EXACT LOCATION, ORIENTATION, AND
ELEVATION OF EXISTING UTILITIES PRIOR TO BEGINNING CONSTRUCTION OR
ORDERING MATERIALS.
CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY SHOULD ANY
FIELD CONDITIONS BE ENCOUNTERED THAT VARY FROM THE INFORMATION
PROVIDED IN THE CONTRACT DOCUMENTS.
REV. No.e REVISION: DATE° DRAWN BY: CHECKED BYe
This document, together with the concepts and designs presented herein, as an instrument of service, is
intended only for the specific purpose and client for which it was prepared. Reuse of and improper
reliance on this document without written authorization and adoption by Kimley -Horn and Associates, Inc,
shall be without liability to Kimley -Horn and Associates, Inc,
Copyright Kimley -Horn and Associates, Inc., 20 14
GENERAL NOTES
2012 SPECIFICATIONS
STATEMENT OF CONSTRUCTION
THE PROJECT GENERALLY CONSISTS OF THE CONSTRUCTION OF A 10' WIDE
MULTI -USE PATH, BRIDGE AND BOARDWALKS. ALL CONSTRUCTION SHALL BE IN
ACCORDANCE WITH NCDOT STANDARD SPECIFICATIONS, DATED 2012.
GRADE LINE:
THE GRADE LINES SHOWN DENOTE THE FINISHED ELEVATION OF THE PROPOSED
OR FUTURE SURFACE AT GRADE POINTS SHOWN ON THE TYPICAL SECTIONS.
GRADE LINES MAY BE ADJUSTED AT THEIR BEGINNING AND ENDING AND AT STRUCTURES
AS DIRECTED BY THE ENGINEER IN ORDER TO SECURE A PROPER TIE -IN.
CLEARING:
CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED
BY METHOD II.
SUPERELEVATION:
THE MULTI -USE PATH IS TO BE SUPERELEVATED AS SHOWN ON PLAN SHEETS.
SUPERELEVATION IS TO BE REVOLVED ABOUT THE GRADE POINTS SHOWN ON
THE TYPICAL SECTIONS.
SIDE ROADS:
THE CONTRACTOR WILL BE REQUIRED TO DO ALL NECESSARY WORK TO PROVIDE
SUITABLE CONNECTIONS WITH ALL ROADS, STREETS, AND DRIVES ENTERING THIS
PROJECT. THIS WORK WILL BE PAID FOR AT THE CONTRACT UNIT PRICE FOR THE
PARTICULAR ITEMS INVOLVED.
UTILITIES:
UTILITY OWNERS ON THIS PROJECT ARE:
GREENVILLE UTILITIES COMMISSION (GUC)
ANY RELOCATION OF EXISTING UTILITIES WILL BE ACCOMPLISHED BY OTHERS,
EXCEPT AS SHOWN ON THE PLANS.
CURB RAMPS
CURB RAMPS ARE SHOWN ON THE PLANS AT APPROXIMATE LOCATIONS. CONSTRUCT
ALL CURB RAMPS IN ACCORDANCE WITH NCDOT STD 848.05 AND 848.06.
CONTRACTOR TO ADAPT STANDARD DETAIL TO CONSTRUCT 8' MIN. DROP CURB AT
INTERSECTION WITH TRANSITION TO 10' WIDTH OF MULTI -USE PATH.
SAFETY:
PEDESTRIAN AND BICYCLE SAFETY MUST BE MAINTAINED AT ALL TIMES BY
ADEQUATE PROJECT LIMITS, FENCING, AND SIGNAGE.
EROSION CONTROL:
THE FINAL SIZE AND LOCATION OF ALL EROSION CONTROL DEVISES MAY BE ADJUSTED
BY THE ENGINEER IN THE FIELD. THE CONTRACTOR SHOULD CONSULT WITH THE
ENGINEER PRIOR TO PLACING EROSION CONTROL MEASURES.
TRAFFIC CONTROL:
TRAFFIC CONTROL GENERAL NOTES, DETAILS, AND A LIST OF STANDARDS ARE
INCLUDED IN THIS PLAN SET. ALL TRAFFIC CONTROL DEVICES AND OPERATIONS
SHALL CONFORM TO NCDOT 2012 STANDARD DRAWINGS FOR TRAFFIC CONTROL.
EXISTING SURVEYS:
SURVEYS HAVE BEEN PROVIDED BY STEWART.
TREE PRESERVATION.
REFER TO CONTRACT SPECIAL PROVISIONS AND NOTES ON SHEET EC -1 FOR TREE
PRESERVATION REQUIREMENTS. CONTRACTOR TO STAKE THE PATH ALIGNMENT AND
PAVEMENT EDGES PRIOR TO TREE CLEARING TO PROVIDE CITY
REPRESENTATIVES AN OPPORTUNITY TO REVIEW TREES TO BE CLEARED.
CONTRACTOR AND CLEARING CONTRACTOR TO WALK THE STAKED ALIGNMENT WITH
CITY REPRESENTATIVES PRIOR TO TREE CLEARING.
DEMOLITION NOTES
THE CONTRACTOR SHALL NOTIFY THE CITY PRIOR TO STARTING WORK
THE CONTRACTOR SHALL NOT MAKE ANY LANE CLOSURES OR CHANGES TO THE
EXISTING TRAVEL PATTERNS ON ANY PUBLIC STREET WITHOUT PRIOR APPROVAL
FROM THE CITY AND /OR NCDOT.
THE CONTRACTOR IS RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND
FEDERAL REQUIREMENTS REGARDING REMOVAL AND DISPOSAL OF MATERIALS
AND DEBRIS.
_\ ��� 7�1�i[U���[�l► \�dNl: \:����11�� ��K�Z�1:7�11►1_����1 �'�K�7►��:7_[�ril:7
RELOCATION OF EXISTING UTILITIES TO BE COORDINATED WITH THE LOCAL UTILITY
PROVIDER(S).
CLEANOUTS LOCATED IN AREAS OF DEMOLITION OR SUBSEQUENT CONSTRUCTION
THAT ARE TO REMAIN, SHALL BE PROTECTED FROM DAMAGE AND RAISED TO FLUSH
WITH NEW GRADE.
PREPARED IN THE OFFICE OFo
■
imley)))Horn
P.O. BOX 33068 - RALEIGH, NORTH CAROLINA 27636 -3068
PHONE. [phone] FAX. [phone] PE NO. F-0102
LIST OF ROADWAY
STANDARD DRAWINGS
AND GENERAL NOTES
DEMOLITION NOTES (CONTINUED
ALL ITEMS DESIGNATED TO BE REMOVED SHALL BE DISPOSED OF LEGALLY
OFFSITE UNLESS OTHERWISE NOTED ON THIS PLAN.
ALL TREES AND VEGETATION NOTED TO BE REMOVED SHALL BE GROUND INTO
MULCH, AND STOCKPILED FOR FUTURE USE.
TREE PROTECTION MEASURES SHALL BE PROVIDED DURING CONSTRUCTION PER
APPLICABLE PERMITS AND THE BID DOCUMENTS.
ALL PAVEMENT MARKINGS USED FOR PROJECT SHALL BE NCDOT STANDARD
THERMOPLASTIC PAVEMENT MARKINGS.
ALL WORK MUST BE COMPLETED WITHIN EASEMENTS AND CONSTRUCTION
LIMITS SHOWN.
REMOVE EXISTING CONCRETE (WHERE REQUIRED) TO FIRST COLD JOINT OR SAW
CUT TO OBTAIN A CLEAN EDGE FOR NEW CONSTRUCTION. SAW CUT EXISTING
ASPHALT DRIVE AT LIMITS OF NEW CURBING TO OBTAIN A CLEAN EDGE. CITY SHALL
APPROVE ALL SAWCUT LIMITS PRIOR TO REMOVAL TO ENSURE THAT CITY STANDARDS
ARE MET.
CONTRACTOR SHALL RESTORE THE LAY -DOWN AND STAGING AREA TO ORIGINAL
CONDITIONS AND TO THE SATISFACTION OF THE OWNER, PRIOR TO DEMOBILIZATION
AT THE CONCLUSION OF THE PROJECT.
CLEAN SOILS SHALL BE UTILIZED FOR BACKFILL COMPACTION OF THESE SOILS
PERFORMED IN ACCORDANCE WITH SPECIFICATIONS AND DRAWINGS.
ALL GRAVEL TO BE REMOVED (SURFACE OR SUBSURFACE) SHALL BE STOCKPILED
AND REUSED ON SITE WHERE POSSIBLE IF IT CONFORMS TO SPECIFICATIONS AND
DRAWINGS.
ALL ITEMS DESIGNATED TO BE REMOVED SHALL BE REMOVED COMPLETELY,
INCLUDING ALL SUBGRADE MATERIALS DIRECTLY ASSOCIATED WITH ITEMS TO
BE REMOVED.
SHEET NOTES
EXISTING UTILITIES AND STRUCTURES SHOWN, BOTH UNDERGROUND AND ABOVE,
ARE BASED ON A FIELD SURVEY PERFORMED BY STEWART AND THE
BEST AVAILABLE RECORD DRAWINGS.
ALL DEMOLITION, AND ANY SUBSEQUENT CONSTRUCTION, SHALL BE PERFORMED
IN ACCORDANCE WITH THESE PLANS AND SPECIFICATIONS SET FORTH AND
APPROVED BY THE CITY OF GREENVILLE. THE CONTRACTOR IS RESPONSIBLE FOR
OBTAINING ALL REQUIRED PERMITS. ALL TREE PROTECTION FENCING SHALL
REMAIN IN PLACE DURING CONSTRUCTION.
TRAFFIC CONTROLS FOR ANY WORK WITHIN THE PUBLIC RIGHT OF WAY
SHALL BE PERFORMED IN COMPLIANCE WITH STANDARDS OF THE NCDOT STD.
DRAWINGS AND THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES ( MUTCD).
ENGINEER AND /OR OWNER DISCLAIM ANY ROLE IN THE CONSTRUCTION MEANS
AND /OR METHODS ASSOCIATED WITH THE PROJECT AS SET FORTH IN THESE PLANS.
CONTRACTOR SHALL MAINTAIN AN "AS BUILT" SET OF DRAWINGS TO RECORD THE
ACTUAL LOCATION OF ALL PIPING PRIOR TO CONCEALMENT. DRAWINGS SHALL BE
GIVEN TO THE ENGINEER AT REGULAR INTERVALS THROUGHOUT THE PROJECT FOR
RECORD KEEPING.
THE CONTRACTOR SHALL, AT ALL TIMES, KEEP THE PREMISES FREE FROM ACCUMULATIONS
OF WASTE MATERIALS OR RUBBISH CAUSED BY HIM, HIS EMPLOYEES OR HIS WORK.
ALL DEBRIS SHALL BE REMOVED FROM THE PROJECT SITE ON A DAILY BASIS.
IF DEPARTURES FROM THE DRAWINGS OR SPECIFICATIONS ARE DEEMED NECESSARY
BY THE CONTRACTOR, DETAILS OF SUCH DEPARTURES AND REASONS THEREOF
SHALL BE SUBMITTED TO THE OWNER FOR REVIEW. NO DEPARTURES FROM THE
CONTRACT DOCUMENTS SHALL BE MADE WITHOUT THE EXPRESS WRITTEN
PERMISSION OF THE OWNER.
THE CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFYING THE ACTUAL AND EXACT
LOCATION, SIZE AND MATERIAL COMPOSITION OF ANY EXISTING WATER OR SEWER
SERVICE PROPOSED FOR CONNECTION OR USE ON THIS PROJECT.
ALL SIGNS SHALL BE MOUNTED WITH SIGN EDGE AND TO BE LOCATED A MINIMUM
OF 3 FEET FROM EDGE OF TRAIL OR AS DIRECTED BY THE ENGINEER.
INI�OM k LETE RL.AN$
DO NOT USE FOR Rd W ACQUISITION
PR.ELIMIN ARY RL.AN$
DO NOT USE FOR CONSTRUCTION
NOT TO SCALE
PROJECT-.
JOB NUMBER:
SOUTH TAR RIVER GREENWAY,
PHASE 3
0 12654005
(EB -5539)
SHEET NUMBER:
CD-I

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PAVEMENT SCHEDULE
A I PROPOSED 6" CONCRETE SIDEWALK
PROP. APPROX. l.5" ASPHALT CONCRETE SURFACE COURSE, TYPE SF9.5A,
Cl AT AN AVERAGE RATE OF 165 LBS. PER S0. YD.
C2 I PROP. APPROX. 3" ASPHALT CONCRETE SURFACE COURSE, TYPE S9.5B,
AT AN AVERAGE RATE OF 168 LBS. PER SO. YD. IN EACH OF 2 LAYERS
PROP. APPROX. 4" ASPHALT CONCRETE INTERMEDIATE COURSE,
DI TYPE 119.OB, AT AN AVERAGE RATE OF 456 LBS. PER S0. YD.
J/ I PROPOSED 4 "AGGREGATE BASE COURSE
J2 I PROPOSED 6 "AGGREGATE BASE COURSE
J3 I PROPOSED AGGREGATE BASE COURSE (SHOULDER)
R I PROPOSED 2' -0" CONCRETE CURB AND GUTTER
T I PROPOSED COMPACTED EARTH MATERIAL
U I EXISTING PAVEMENT
NOTES:
1. SEE PLANS FOR SPECIFIC MULTI -USE PATH LOCATIONS.
2. PAVEMENT EDGE SLOPES ARE 1:1 UNLESS OTHERWISE NOTED.
3. SEE PLAN SHEETS FOR MULTI -USE PATH SUPERELEVATION
TRANSITIONS. (2% MAX SUPERELEVATION)
4. SLOPE SHOULDERS FOR POSITIVE DRAINAGE.
5. EXTEND CONCRETE UNDER MEMORIAL BRIDGE AND TIE TO
SLOPE PROTECTION. SEE PLAN SHEETS FOR DETAILS.
PAY ITEM NOTES (SIGNING):
A. REMOVE AND DISPOSE OF EXISTING "U" CHANNEL POST.
B. ERECT EXISTING SIGN ON STEEL "U" CHANNEL POST.
C. REMOVE AND STOCKPILE EXISTING SIGN(S).
PAVEMENT MARKING LINES &
SYMBOLS
TH -
THERMOPLASTIC
(4"
YELLOW,
120 MILS)
YELLOW SINGLE CENTER LINE
TV -
THERMOPLASTIC
(8"
WHITE,
120 MILS)
WHITE
CROSSWALK LINE
T1 -
THERMOPLASTIC
(12"
WHITE,
120 MILS)
STOP
BAR (BIKE PATH)
T2 -
THERMOPLASTIC
(24"
WHITE,
120 MILS)
WHITE
STOP BAR
T3 -
THERMOPLASTIC
(24"
WHITE,
120 MILS)
HI VISIBILITY
CROSSWALK
SIGNING AND PAVEMENT MARKING NOTES:
1. ALL PAVEMENT MARKINGS SHALL BE THERMOPLASTIC.
2. CONTRACTOR SHALL TIE PROPOSED MARKINGS TO EXISTING MARKINGS.
3. CONTRACTOR SHALL MILL ANY EXISTING MARKINGS AND /OR SYMBOLS IN CONFLICT
WITH PROPOSED.
4. DO NOT PLACE PAVEMENT MARKINGS WITHIN CROSSWALKS UNLESS NOTED.
5. CONTRACTOR TO STOCKPILE ANY REMOVED SIGNS AND PARKING SIGNS FOR CITY OF
GREENVILLE TO USE AT THEIR DISCRETION.
6. RETAIN ALL OTHER EXISTING SIGNS NOT SHOWN ON SIGNING PLAN UNLESS OTHERWISE
DIRECTED BY CITY.
EXISTING
GROUND
EXISTING
GROUND
9 —L2-9
TYPICAL SECTION
L5 y L4
EXISTING
GROUND
-Ll -
STA
10+25.83 TO STA 26+82.00
-Ll -
STA
27 (85,87
TO STA 28+50°94
-0-
STA
M+20.94
TO
-L2-
STA 52+55.50
-L2
STA
5J+22.50
TO
STA
55+78,78
-L2
STA
60+20.58
TO
STA
64+76B9
-L5 -
STA
79+61,50
TO
-L4-
STA l5 +94093
-L4-
STA
125+04.94
TO
STA
126+15.00
� —L2 -9 —L3—
XIST
U
�,rrPicA� sECrioN
-L2- STA 64 +76089 TO -L3- STA 79 +61050
EXISTING
GROUND
3' MiN
6' MAX
—L2-9 -L4-
2' S' 5' 2'
_
44 BARS @ 12" O.C. _
SEE EXISTING
NOTE 5 GROUND
J5 A GRADE J3
POINT
30l _
08 02 02 -02
#4 BARS FIELD
T GRADE TO BEND T
THIS LINE
�TYSICAL SECTlOIU
L2 STA 5558.78 TO STA 60+21.15
-L4- STA 125+94.95 TO STA 125+04.94
5/ MAX
ULT I -USE PATH
DETAIL - SIGN PLACEMENT
CURB TRANSITION DETAIL I
WARP CURB AROUND MANHOLE WITHIN GUTTER LINE
MULTI -USE PATH
/ L 4'
GUTTER GU��ER
2, 3.5' 2'
4' DIAMETER
ROADWAY 7 MANHOLE
I
PREPARED IN THE OFFICE OFo
PROJECT°
INI�OM]�LE�I`E PI,.��1� K H SOUTH TAR RIVER GREENWAY, USE DO TYPICAL P I CAL S E C T I O N S N®T M N RdW ACQUISITION
C R F F
REV, No.e REVISION: DATE° DRAWN BY: CHECKED BY: NOT TO SCALE PHASE � � E LJ � V V
��ELI�1- II�T.AR�Y �➢.,.��T�
This document, together with the concepts and designs presented herein, aS an instrument of service,. iS DO NOT USE FOR CONSTRUCTION
intended only for the specific purpose and client for which it was prepared. Reuse of and improper
reliance on this document without written authorization and adoption by Kimley -Horn and Associates, Inc. P.O. BOX 33068 - RAEEIGH NORTH CAROLINA 27636 -3008
shall be without liability to Kimley -Horn and Associates, Inc, 9 JOB NUMBER: SHEET NUMBER:
Copyright Kimley -Horn and Associates, Inc., 2014 PHONE. [phone] FAX. [phone] HE NO. F -0102 0 12654005 CD -2

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DETAIL 1
PREFORMED SCOUR HOLE
*NOT TO SCALE
PLAN VIEW
INSTALL LEVEL AND FLUSH
WITH NATURAL GROUND
rm nt it R for e
m Ling SR
Pipe or Ditch
Outlet
poll
Square Preformed (4 n
Scour Hole (PSH)
(Rip Rap in basin
not shown for clarity) Se wi no
g ses in ati
B= 4 ft
D = 1.5 ft
W= 4 ft
SECTION A -A
PIPE (d = 15" OR 18 ")
PSRM
INFLOW NATURAL
' GROUND
LINER: CLASS B RIPRAP I B�1
WITH FILTER FABRIC MIN. 1' TUCK
3/08
-1-2- STA. 55 + 80 (LT)
DETAIL 2
SPECIAL LATERAL 'V' DITCH
( Not to Scale)
Fill
Natural pA Oe Slope
Ground
SJD
Id
Min. D = Ft.
=
Type of Liner= PSRM Max. d Ft.
-1-3- STA. 81 + 00 TO STA. 81 + 50 (RT)
DETAIL 3
TOE PROTECTION
( Not to Scale)
O�
NATURAL rLA
GROUND
b
d
d=2 Ft. FILL
b=2 Ft. SLOPE
Type of Liner= PSRM
-Ll- STA. 13 + 50 TO STA. 16 + 00 (RT)
MAX TOP
OF WALL
STEP
HEIGHT =
SRW UNIT
HEIGHT
RW CAP UNIT
TOP OF WALL
EXTENSION
4" MIN
OVERHANG
12 11 — I -Y2
�Q WALL BATTER
305 - 9 DECREES
Li r APPROVED SEGMENTAL RETAINING
WALL (SRW) UNIT (TYP)
zU� (SEE NOTE FOR SRW UNITS)
�? w
LL] WALL FACE
oQ
>
PROP FINISHED GRADE
AT BOTTOM OF WALL
OF
EMBEDMENT TOP
18" MIN FOOTING
0"
MIN
ommmolomill
SRW CAP UNIT (TYP)
APPROVED SEGMENTAL RETAINING
C
BOTTOM OF
FOOTING
�WI�
FINISHED GRADE*
2.1 (H-V) OR FLATTER
'ROP FINISHED GRADE
—AT TOP OF WALL
SILICONE
SEALANT
.r
SEPARATION
r GEOTEXTILE
NO. 57 r�`
STONE
t ,-
r
r
r
AGGREGATE
' (NO.57 STONE)
FOOTING
4" DIA. PERFORATED
DRAIN PIPE,
IF REQUIRED
71 (SEE NOTE FOR PIPE)
RRRRRRRR RRRR RR RRRR
TOP OF WALL
VVALL UIVI I
l 1 i I-"J
(SEE NOTE FOR SRW UNITS)
X
�Q
c�
w
�-
z
�w
w
oQ
BOTTOM
OF WALL
8" MIN 18" MIN
T
10" MIN
STEP TOP OF FOOTI�
INCREMENTS OF SRW
AGGREGATE
(NO. 57 STONE)
NAIINI
LOU I INU
SEGMENTAL_ RRRR RR
WALL - PART RR ERRT RR
G IN
UNIT HEIGHT
NOTES-
FOR STANDARD SEGMENTAL GRAVITY RETAINING WALLS, SEE SEGMENTAL
GRAVITY RETAINING WALLS PROVISION.
FOR STEEL BEAM GUARDRAIL, SEE ROADWAY PLANS AND SECTION 862
OF THE STANDARD SPECIFICATIONS.
DO NOT ATTACH FENCES OR HANDRAILS TO STANDARD SEGMENTAL
GRAVITY WALLS.
DO NOT USE STANDARD SEGMENTAL GRAVITY WALLS FOR INTERSTATE
HIGHWAY OR RAILROAD PROJECTS.
DO NOT USE STANDARD SEGMENTAL GRAVITY WALLS WHEN SURCHARGE
LOADS WILL BE WITHIN 5' -6" OF THE BACK OF SRW CAP UNITS.
DO NOT USE STANDARD SEGMENETAL GRAVITY WALLS WHEN VERY LOOSE
OR SOFT SOIL OR MUCK IS BELOW WALLS.
SEGMETTAL RETAINING WAR (SRW) UNITS ARE APPROVED FOR EITHER
2' OR 4' MAXIMUM DESIGN HEIGHTS. FOR DETAILS AND DIMENSIONS
OF APPROVED SRW UINTS AND MAXIMUM DESIGN HEIGHTS, SEE
WWWoNCDOT.ORG /DOH /RECONSTRUCT /HIGHWAY /GEOTECH /SEGGRAVWALLS
DO NOT MIX APPROVED SRW UNITS FROM DIFFERENT VENDORS ON THE
SAME STANDARD SEGMENTAL GRAVITY WALL. RE THE SAME SIZE
APPROVED SRW UNITS FOR EACH WALL SECTION.
BEFORE BEGINNING STANDARD SEGMENTAL GRAVITY WALL CONSTRUCTION,
SURVEY WALL LOCATIONS AND SUBMIT WALL PROFILE VIEWS (WALL
ENELOPES) FOR REVIEW. FOR WALL ENVELOPES, INCLUDE BOTTOM OF
WALL, EXISTING GROUND AND GRADE ELEVATIONS AND OTHER
ELEVATIONS AS NEEDED AT INTERVALS OF 25' OR LESS ALONG WARS.
DO NOT START WALL CONSTRUCTION UNTIL WALL ENVELOPES ARE
ACCEPTED.
A DRAIN PIPE IS REQUIRED IF GROUNDWATER IS ABOVE BOTTOM OF
FOOTINGS.
DO NOT PLACE NO. 57 STONE FOR FOOTINGS UNTIL EXCAVATION
DIMENSIONS AND FOUNDATION MATERIAL ARE APPROVED.
PREPARED IN THE OFFICE OFo
PROJECT-
CONSTRUCTION IN� E FOR R E P�..�N$
SOUTH TAR RIVER GREENWAY,
DO N ®'0' U5� FOR Rd W .1Ca21JTS7TIDN C R F F
REV.No.e REVISION: DATE° DRAWN BY: CHECKED BY: NOT TO SCALE PHASE 3 ( EB � VV39 im e orn DETAILS ��ELI USE FOR IUCTIO N
This document, together with the concepts and designs presented herein, as an instrument of service, is n� NOT osF F ®a ca�NSTxocT, ®,
intended only for the specific purpose and client for which it was prepared. Reuse of and improper
reliance on this document without written authorization and adoption by Kimley -Horn and Associates, Inc, PO BOX 33068 - RALEIGH NORTH CAROLINA 27636 -3R8
shall be without liability to Kimley -Horn and Associates, o 9
tes, Inc, JOB NUMBER: SHEET NUMBER:
Copyright Kimley -Horn and Associates, Inc., 2014 PHONE. [phone] FAX. [phone] HE NO. F -0102 0 12654005 CD -3

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O
N
TIE PROPOSED WHEELCHAIR RAMP
TO EXISTING CURB AND GUTTER
TRANSITION TAPER FOR
CURB AND RAMP
J8 33� SCORED CONTRACTION JOINT
X EXPANSION JOINT
6' CURB
MA
TRANSITION
CONCRETE _
va CONC.
;a CURB
8' DROP CURB
RAMP
MULTI —USE
ASPHALT PATH
_2 %
8.33%
MAX
6' CURB
TRANSITION
CONCRETE
8 33%
SEE NOTE 2
MAX
EXPANSION JOINT
ALL REQUIREMENTS OF NCDOT STANDARD DRAWING
#848.05/ #848.06 (CURB RAMP) APPLY.
SEE PLANS
OO DETAIL SHOWING TYPICAL
CONCRETE MULTI —USE PATH CURB RAMP
(PLAN VIEW)
NOTES:
[.CONSTRUCT THE WALKING SURFACE OF THE DETECTABLE DOMES WITH SLIP RESISTANCE
AND A 707 CONTRASTING COLOR TO THE SIDEWALK.
2. DETECTABLE DOMES SHALL ONLY BE PROVIDED ON WHEEL CHAIR RAMPS AS SHOWN
AND NOTED ON THE PLANS.
3. CONCRETE MULTI —USE PATH CURB RAMPS WILL BE PAID FOR AT THE CONTRACT UNIT
PRICE PER EACH:
"CONCRETE MULTI —USE PATH CURB RAMPS WITH DETECTABLE DOMES" AND
"CONCRETE MULTI —USE PATH CURB RAMPS"
WOOD
BOLLARD
I
I
1� 5
HINGED
BOLLARD
WOOD
BOLLARD
TYPICAL_ BOLLARD PLACEMENT AT ENTRANCE
NO SCALE
BOLLARD NOTES:
I. BOLLARD POSTS AT INTERSECTIONS TO BE REFLECTORIZED.
2. BOLLARD PLACEMENT OFFSET FROM INTERSECTIONS IS A MINIMUM
OF 5 FEET.
3. BOLLARD AND SIGNS TO BE INSTALLED BY THE CONTRACTOR.
4. REFER TO PLANS FOR LOCATIONS OF WOOD BOLLARDS. WOOD BOLLARDS
WILL NOT BE REQUIRED WHERE MOTOR VEHICLE ACCESS IS PREVENTED
BY PEDESTRIAN RAILING OR FENCING.
TYPICAL BOLLARD
MARKINGS DETAIL
BOLLARD
O
TH
c
m
C
n
RAMP \LANDING WIDTH
5' MIN
6" x 12" CONCRETE CURB
O
� 1
SIDEWALK WIDTH \
5' MIN
OACB
R SU
ON-W,
SIDEWALK AREA
\ C
Stj
A
NON
Jo
0
o °
0 0 o i
o �
i
DETECTABLE WARNING
SURFACE SEE DETAIL 848D05
6" CONCRETE CURB
PAY LIMITS FOR CURB RAMP TYPE 3
8.33% (12 :1) MAX RAMP SLOPE
0
OCROSS SLOPE: 2.00%
DCURB RAMPS REQUIRE A (4' -0 ") MINIMUM LANDING
WITH A MAXIMUM CROSS SLOPE AND LONGITUDINAL SLOPE
OF 2.00% WHERE PEDESTRIANS PERFORM TURNING MANEUVERS.
SLOPE TO DRAIN TO CURB.
BOLLARD DETAILS
U
IAiri DED CAP
PxI 14" CHANNEL
-EL BOX PAINT
✓ISIBILITY YELLOW
�TEEL ROD HINGE PIN
STEEL ROD LOCKING LUG
TRILLED FOR PADLOCK HASP
TEEL BASE PLATE - DRILLED
ANCHOR BOLTS
%8" DIA ANCHOR
BOLTS -D. 12"
CAST IN PLACE
CONCRETE FOOTING
N
N
N
N
II II
II � II
D
D II D DII
0
D
D � D
D
0
*HINGED BOLLARD
x CONTRACTOR MAY PROVIDE ALTERNATE BOLLARD
DESIGN AS APPROVED BY THE CITY.
2„
2V2 , V2
2 ". 2 ". I I. 2"
2' - -6" CURB & GUTTER
WOOD BOLLARD
GULAR METAL
BOLLARD
RE
_LARD
TONE
NOTES
1. ALL WOOD SHALL BE PRESSURE TREATED WITH
CHROMATED COPPER ARSENATE @ NET RETENTION
OF 0.40 LBS /C.F. WOOD SHALL BE DRIED
AFTER TREATMENT.
REVISIONS JOB NO
GREENVILLE RECREATION
DATL PARK AND RECREATION
STD. NO
10.05P
PERMANENT WOOD SHEEC
BOLLARD DETAIL OF
DATE: MAY, 2009 SCALE: NTS 1
A
GALVANIZED STEEL JAW AND SWAGE
TURNBUCKLE TYPICAL OF (4) PER
ANCHOR POST
GALVANIZED STEEL 3" THREADED
EYE BOLT TYPICAL OF (4) PER 1/2" DIA. DRILL
ANCHOR POST HOLE (TYP.) 2"
ROAD
FACINA,, TRAL
FACING
CONCRETE FOOTING TOP OF POST SECTION
6"
s"
s" ABC POST (PLAN)
LINE ANCHOR POST - TYPICAL (SECTION)
ANGLED TOP CUT —
FACING ROAD. (SEE
DETAIL INSET ABOVE)
3/8" DIA. GALVANIZED
STEEL TENSIONED
CABLE; CONTRACTOR
TO SUBMIT SAMPLE
AND TECHNICAL DATA
SHEET TO DESIGNER/
OWNER FOR APPROVAL
PRIOR TO CONSTRUCTION
EXISTING GRADE 95%
SPD COMPACTED
[IT
6' - 0" O.C.
(TYPJ
GALVANIZED STEEL JAW AND SWAGE
TURNBUCKLE TYPICAL OF (2) PER END
POST
END POST (TYP.) POST TO RECEIVE 2
COATS OF WATER BASED SEALANT BEFORE
INSTALLATION
GALVANIZED STEEL THREADED EYE BOLT,
NUT AND FLAT WASHER TYPICAL OF (2)
PER END POST
6"
10"
10"
24"
CONCRETE FOOTING
6" ABC
LINE POST - TYPICAL SECTION END ANCHOR POST - TYPICAL SECTION
NOTES:
ALL WOOD FOR FENCE TO BE PRESSURE TREATED YELLOW PINE TREATED WITH CHROMATED COPPER
ARSENATE @ NET RETENTION OF 0.40 LBS /CF. WOOD SHALL BE DRIED AFTER TREATMENT.
2, ANCHOR POSTS (SEE DETAIL INSET ABOVE) SHALL OCCUR EVERY 6' -0 ALONG THE FENCE LINE (MAX,)
WOOD POST AND STRANDED CABLE FENCE
L
�1
C
II \VI VJLU V UVIVU
OR ASHPALT SIDEWALK
AS SHOWN ON PLANS
CONCRETE FOOTING
BASE
NOTES:
1. ALL CONCRETE TO BE 3500 P.S.I. COMPRESSIVE STRENGTH
2. TYPE OF PIPE TO BE USED IS 1 -5/8" MAX. O.D. STEEL PIPE
3. INSTALL NO CLOSER THAN 1' -6" FROM THE EDGE OF THE TRAIL
4. ALL JOINTS TO HAVE A 1/2" FILLET WELD AT ALL JOINTS.
5. AFTER INSTALLATION PAINT ASSEMBLY WITH 1 COAT METAL PRIMER AND 2 COATS BROWN ALL WEATHER ENAMEL
OR AS DIRECTED BY THE TOWN.
6. ALL WELDS TO BE GROUND SMOOTH TO THE TOUCH
7. CONCRETE FOOTING TO BE 1' X 1' SQUARE
8. ON CONCRETE SECTIONS OF TRAIL, INSTALL #4 BARS UP TO 1' X 1' SQUARE FOOTING
4 METAL HAND RAI L
PREPARED IN THE OFFICE OFo PROJECT-
CONSTRUCTION I�TOMSE FOR R'E ACQUISITION
SOUTH TAR RIVER GREENWAY,
D® NOT USE FOR R/ W ACQUISiTIDN C R F
REV. No.e REVISION: DATEe DRAWN BY: CHECKED BY: NOT TO SCALE PHASE E E 1� V
DETAILS )Pf�ELI USE OR >�La�N
This document, together with the concepts and designs presented herein, as an instrument of service9 is Do NOT use F ®R cDNSTRUCTioN
intended only for the specific purpose and client for which it was prepared. Reuse of and improper
reliance on this document without written authorization and adoption by Kimley -Horn and Associates, Inc, PoOo BOX 33068 - RAL_EIGH NORTH CAROLINA 27636 -3068
shall be without liability to Kimley -Horn and Associates, Inc. 9 JoB NuMeER: s;E -T NunBER:
Copyright Kimley -Horn and Associates, Inc., 2014 PHCNC� (g g) 67T -��CO FAio (g 9) 6i720�J0 PE N0. F -0102 0 Ic65g005 CO-4

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} SECTION L -L
CATCH BASIN & JUNCTION BOX STANDARD NOTES
1.
Mortar Joints 1/2" ± 1/8" thick. Concave tool all exposed mortar joints.
2.
Class "A" concrete to be used. Chamfer all exposed corners 1".
3.
The pouring of floor slab to be accomplished by forming.
o�
J °
All catch basins over 3' -6" in depth shall be provided with steps 1' on centers. Steps shall
8„
1/2" EXPANSION JOINT J'a
be in accordance with std. detail No. 615.01.
5.
Concrete brick may be used in lieu of clay brick. Jumbo brick will be permitted.
STANDARD
1 2" EXPANSION
/ JON T
°
J' CL COMBINATION GRATE J
For 8' -0" in height or less use 8" wall. Over 8' -0" in height use 12" wall to 6-0" from top of
,,
° J & HOOD STD. 614.01
CURB AND
8.
GUTTER STD.
9.
411.01
J
All drawings not to scale.
1/2" EXPANSION JOINT °
MANHOLE STANDARD NOTES
1.
Mortar Joints 1/2" ± 1/8" thick. Concave tool all exposed mortar joints.
2.
Class "A" concrete to be used. Chamfer all exposed corners 1 ".
STANDARD °
Forms to be used for the construction of the base.
COMBINATION GRATE
Where the manhole top is exposed to road traffic, the top of the manhole is to be flush
& HOOD STD. 614.01 a °
with the ground. At other locations it should be a minimum of 9" above the ground.
ROLL TYPE CURB
Manholes over 3' -6" in depth shall be provided with steps 1' on centers. Steps shall be in
STANDARD CURB AND '° AND GUTTER
accordance with Std. detail No. 615.01.
GUTTER STD. NO. 411.01 STD. N0, 411.02
J °
Over 36" pipe design requires City Engineer's approval.
1/2" EXPANSION JOINT
For manholes over 12 ft. vertical wall depth, brick masonry wall thickness shall be 12"
CURB TRANSITION STD. NO. 411,04 0
ti
For manholes with a vertical wall depth less than 12 ft., brick masonry wall thickness shall
-
be 8 ".
8.
PUBLIC WORKS DEPARTMENT CITY O F GREENVILLE N.C. www.greenvillenc.gov
1500 Beatty Street
No.
Date
Description
1
9/16/11
1 APPROVAL
-
,
Greenville, North Carolina 27834 USE WITH THE CITY OF GREENVILLE, N.C. STANDARD SPECIFICATIONS ONLY
0.281
0.802
0.321
18"
STANDARD CATCH BASIN FRAME 2' -0" IN CURB AND GUTTER
2' -2"
1Shoft #1
4111.03
2' -10"
-
notStoscale
-
-
-
TOPl OF CURB LIP OF CURB
-
-
Cc J °
N °
J f F/L OF C &G
T
0.281
E N
-8 B 8 "o FLOW LINE g" A g°
0.909
OF C &G J
24"
STEP
2' -2"
C
-
= D o o OUTLET
-
-
-
-
-
SECTION Z -Z
SECTION J -J
-
-
-
0.281
0.281
1.070
MIN. H 1
30"
3' -0"
J'tka \
3'-4"
J
3' -2"
Z - Z
2" TO BACK
*L
OF CURB LINE
V -6"
3
M
3
A
BACK OF
0.147
CURB
0.521
1.306
PLAN J
36"
J'
2' -2"
WHERE 30� TO 36� J'
°
° ° J
2'-4"
PIPE IS USED
4
NOTES:
4
1. See sheet 4 of 4 for dimensions.
3
2. See Std. detail No. 610.01 for standard notes.
49
0.187
PUBLIC WORKS DEPARTMENT CITY O F GREENVILLE N.C. www.greenvillenc.gov
1500 Beatty Street
No.
Date
Description
1
9/16/11
APPROVAL
4' -5"
Greenville, North Carolina 27834 USE WITH THE CITY OF GREENVILLE, N.C. STANDARD SPECIFICATIONS ONLY
2' -1"
3' -6"
4
V -9"
STANDARD BRICK CATCH BASIN (15" THRU 54" PIPE)
Scale:
zshoft #:4
Detail 02
38
0.135
not .scale
0.508
1.811
W
} SECTION L -L
CATCH BASIN & JUNCTION BOX STANDARD NOTES
1.
Mortar Joints 1/2" ± 1/8" thick. Concave tool all exposed mortar joints.
2.
Class "A" concrete to be used. Chamfer all exposed corners 1".
3.
The pouring of floor slab to be accomplished by forming.
4.
All catch basins over 3' -6" in depth shall be provided with steps 1' on centers. Steps shall
WIDTH
be in accordance with std. detail No. 615.01.
5.
Concrete brick may be used in lieu of clay brick. Jumbo brick will be permitted.
6.
Engineered pre -cast boxes are permitted with the City Engineer's approval.
7.
For 8' -0" in height or less use 8" wall. Over 8' -0" in height use 12" wall to 6-0" from top of
TOTAL
wall, and 8" wall for the remaining 6-0 ". Adjust quantities accordingly.
8.
Leave weep holes as directed by the engineer.
9.
Construct with pipe crowns matching.
10.
All drawings not to scale.
MIN. H 1
MANHOLE STANDARD NOTES
1.
Mortar Joints 1/2" ± 1/8" thick. Concave tool all exposed mortar joints.
2.
Class "A" concrete to be used. Chamfer all exposed corners 1 ".
3.
Forms to be used for the construction of the base.
4.
Where the manhole top is exposed to road traffic, the top of the manhole is to be flush
LBS.
with the ground. At other locations it should be a minimum of 9" above the ground.
4.
Manholes over 3' -6" in depth shall be provided with steps 1' on centers. Steps shall be in
CU. YDS.
accordance with Std. detail No. 615.01.
5.
Over 36" pipe design requires City Engineer's approval.
6.
For manholes over 12 ft. vertical wall depth, brick masonry wall thickness shall be 12"
7.
For manholes with a vertical wall depth less than 12 ft., brick masonry wall thickness shall
-
be 8 ".
8.
All drawings not to scale.
PUBLIC 00 Beatty Street trDEPARTMENT CITY O F GREENVILLE, N.C.
www.greenvillenc.gov
Greenville, North Carolina 27834 USE WITH THE CITY OF GREENVILLE, N.C. STANDARD SPECIFICATIONS ONLY
STANDARD CATCH BASIN AND MANHOLE NOTES
Tnn n GURB
M
1L_
,(_o I E
8„
r► L
G
A
J A
a
E
L
11111M
AL
I
SECTION M -M
NOTES / WHERE 42" TO 54"
PIPE IS USED
1. See sheet 4 of 4 for dimensions.
2. See Std. detail No. 610.01 for standard notes.
CD
° F/L OF C &G
FLOW LINE
8 OF C &G
STEP
Date Description
16/11 APPROVA
Scale: Sheet #: I Detail #
not to scale 1 of 1 610.01
15008 WOSreDEPARTMENT CITY OF GREENVILLE, N.C.
Greenville, North Carolina 27834 USE WITH THE CITY OF GREENVILLE, N.C. STANDARD SPECIFICATIONS ONLY
\CK
1RB
INE
3ACK OF CURB
www.greenvillenc.gov 1 No. I Date Description
1 9/16/11 APPROVAL
Scale: Sheet #: Detail #
not to scale 3 of 4 610.02
TOP OF CURB LIP OF CURB 2" TO BACK BACK OF
OF CURB LINE X CURB
F/L OF C &G
J/ ,a
Y
8„ F Wl I N F 8„ A 8„ °' J
D OUTLET A
PLAN X
SECTION X -X SECTION Y -Y
J
J
' ° s
WHERE UP TO 24
PIPE IS USED
2" TO BACK
OF CURB
LINE
° J °
° J %
NOTES:
1. See sheet 4 of 4 for dimensions.
2. See Std. detail No. 610.01 for standard notes.
PUBLIC WORKS DEPARTMENT CITY O F GREENVILLE N.C. www.greenvillenc.gov No. Date Description
1500 Beatty Street 1 9/16111 APPROVAL
Greenville, North Carolina 27834 USE WITH THE CITY OF GREENVILLE, N.C. STANDARD SPECIFICATIONS ONLY
STANDARD BRICK CATCH BASIN (15" THRU 54" PIPE) not o scale 1Shoft #4 610.02
DIMENSIONS AND QUANTITIES FOR BRICK CATCH BASIN
DIMENSIONS OF BOX & PIPE
COVER
DIMENSIONS
REINFORCEMENT
CUBIC YARDS OF
CONCRETE IN BOX
BRICK MASONRY
PIPE
SPAN
WIDTH
WIDTH
SPAN
HEIGHT
HEIGHT
BARS -U
BARS -V
BARS -W
TOTAL
H 1
D
A
B
C
G
MIN. H 1
MIN. H 2
E
F
Qty.
LGTH
Qty.
LGTH
Qty
LGTH
LBS.
TOP SLAB
FLOOR
TOTAL
CU. YDS.
PER FT. OF HEIGHT
15"
3' -0"
2' -2"
-
-
2' -6"
-
-
-
-
-
-
-
-
0.281
0.281
0.802
0.321
18"
3' -0"
2' -2"
-
-
2' -10"
-
-
-
-
-
-
-
-
0.281
0.281
0.909
ABOVE
24"
3' -0"
2' -2"
-
-
3' -4"
-
-
-
-
-
-
-
-
0.281
0.281
1.070
MIN. H 1
30"
3' -0"
2' -2"
3'-4"
-
3' -2"
VA
1 R
IA
B
E
V -10"
4'-4"
4
V -6"
3
4' -1"
3
4'-1"
45
0.147
0.374
0.521
1.306
0.321
ABOVE
MIN. H 2
36"
3' -0"
2' -2"
3' -10"
-
1 3' -8"
2'-4"
4'-4"
4
2' -0"
4
4' -1"
3
4' -1"
49
0.187
0.415
1 0.602
1.586
42"
3' -0"
2' -2"
4' -5"
4'4"
2' -1"
3' -6"
4
V -9"
3
3' -3"
3
3' -3"
38
0.135
0.373
0.508
1.811
48"
3' -0"
2' -2"
6 -0"
4'-10"
2' -8"
3' -6"
4
2' -6"
4
3' -3"
3
3' -3"
40
0.173
0.410
0.583
2.146
54"
3' -0"
2'-2"
5' -7"
5'-4"
3' -3"
3' -6"
4
3' -0"
6
3' -3"
3
3' -3"
48
0.211
0.448
0.659
2.510
E I PLAN 5' -0"
#4 BARS "V"
EQUALLY SPACED 6" #8 BARS "W° EQUALLY '_1 ,vCFD CURB & GUTTER W/ CATCH BASIN ON STEEP GRADE
USE ON FLAT GRADE 2% AND UNDFRII
R 1 ' R °
J �
�o
J
J ° m Q J DEPRESSED
' m a < L 3' -0" 3' -0" GUTTERLINE
w (n
ELEVATION
S --*J PLAN OF TOP SLAB NORMAL CURB AND GUTTER ON SLIGHT GRADE NORMAL
GUTTERLINE
#4 BARS "U" USE ON GRADE J_
BARS "U" EQUALLY °
�� ° ° J SPACED 2% AND OVER -
#4 BARS ° ° I
° °� DEPRESSED
»V>> #8 BARS "W" N 5' -0" GUTTERLINE
EQUALLY E _ ° F 12 w Q
SPACED
ELEVATION °
SECTION R -R SECTION S -S \ NORMAL CURB AND GUTTER ON STEEP GRADE
PUBLIC WORKS DEPARTMENT www greenvillenc.gov N1 ' Description
11 00 Beatty rCITY O F GREENVILLE, N.C. 9/16/11 APPROVAL
Greenville, North Carolina 27834 USE WITH THE CITY OF GREENVILLE, N.C. STANDARD SPECIFICATIONS ONLY
STANDARD BRICK CATCH BASIN (15" THRU 54" PIPE) not o scale 4shoft #:4 Detail 02
PREPARED IN THE OFFICE OFo
PROJECT-
0
CONSTRUCTION IIVOME FOR )pL,�N
SOUTH TAR RIVER GREENWAY,
DO NOT USE FOR R/W ACQUISITION
REV.No.e REVISION: DATE: DRAWN BY: CHECKED BY: NOT TO SCALE PHASE 3 (EB - 5539 )
DETAILS P NOT U CONSTRUCTION IETAI�Y PLANT
a a
This document, together with the concepts and designs presented herein, s n instrument of service, is O
intended only for the specific purpose and client for which it was prepared. Reuse of and improper
reliance on this document without written authorization and adoption by Kimley -Horn and Associates, lnc, P.O. BOX 33068 - RAL EGH9 NORTH CAROLINA 27636 -3008 roe NUMBER: SHEET NUMBER:
shall be without liability to Kimley -Horn and Associates, Inc,
Copyright Kimley -Horn and Associates, Inc,, 2014 PHONE. [phone] FAX-. (9 19) 677 -2050 RENO. F -0102 012654UO5 CD -5
FLOW
E I PLAN 5' -0"
#4 BARS "V"
EQUALLY SPACED 6" #8 BARS "W° EQUALLY '_1 ,vCFD CURB & GUTTER W/ CATCH BASIN ON STEEP GRADE
USE ON FLAT GRADE 2% AND UNDFRII
R 1 ' R °
J �
�o
J
J ° m Q J DEPRESSED
' m a < L 3' -0" 3' -0" GUTTERLINE
w (n
ELEVATION
S --*J PLAN OF TOP SLAB NORMAL CURB AND GUTTER ON SLIGHT GRADE NORMAL
GUTTERLINE
#4 BARS "U" USE ON GRADE J_
BARS "U" EQUALLY °
�� ° ° J SPACED 2% AND OVER -
#4 BARS ° ° I
° °� DEPRESSED
»V>> #8 BARS "W" N 5' -0" GUTTERLINE
EQUALLY E _ ° F 12 w Q
SPACED
ELEVATION °
SECTION R -R SECTION S -S \ NORMAL CURB AND GUTTER ON STEEP GRADE
PUBLIC WORKS DEPARTMENT www greenvillenc.gov N1 ' Description
11 00 Beatty rCITY O F GREENVILLE, N.C. 9/16/11 APPROVAL
Greenville, North Carolina 27834 USE WITH THE CITY OF GREENVILLE, N.C. STANDARD SPECIFICATIONS ONLY
STANDARD BRICK CATCH BASIN (15" THRU 54" PIPE) not o scale 4shoft #:4 Detail 02
PREPARED IN THE OFFICE OFo
PROJECT-
0
CONSTRUCTION IIVOME FOR )pL,�N
SOUTH TAR RIVER GREENWAY,
DO NOT USE FOR R/W ACQUISITION
REV.No.e REVISION: DATE: DRAWN BY: CHECKED BY: NOT TO SCALE PHASE 3 (EB - 5539 )
DETAILS P NOT U CONSTRUCTION IETAI�Y PLANT
a a
This document, together with the concepts and designs presented herein, s n instrument of service, is O
intended only for the specific purpose and client for which it was prepared. Reuse of and improper
reliance on this document without written authorization and adoption by Kimley -Horn and Associates, lnc, P.O. BOX 33068 - RAL EGH9 NORTH CAROLINA 27636 -3008 roe NUMBER: SHEET NUMBER:
shall be without liability to Kimley -Horn and Associates, Inc,
Copyright Kimley -Horn and Associates, Inc,, 2014 PHONE. [phone] FAX-. (9 19) 677 -2050 RENO. F -0102 012654UO5 CD -5

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3
4
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TOP
ELEVATION TOP SLAB TOP ELEVATION
F G
PIPE
DIMENSIONS OF BOX & PIPE REINFORCING
� IF REQU REDG �
TOTAL BRICK DEDUCTION ONE DIED ' ONE 6"
PIPE
° J J
DIMENSIONS BOX
MASONRY PIPE THROAT
OPENING J6" (NOTE 4)
°
TOTAL
8„ A 8„ 8 >, B 8„
D
A
B
H
OUTLET o � � o � o INLET
LENGTH
Qty.
0
-
LBS
F
°
J
ATE o)
o
FLOOR
SECTION X -X SECTION Y -Y6'
PER FT. HT.
MIN. H
Y�
R.C.
CU. YDS
W
15"
3' -6"
z 2ND OPENING
- IF REQUIRED
2' -1"
5
3'-4"
OET
4' -7"
X X
4' -10"
T -7"
M
0.321
0.535
0.350
0.744
0.031
OUTLET A
°
16
Y --a-J PLAN
a
J
IN
J SET
2' -8"
2'4"
6
NOTES=
8
1.
Use #5 bar dowels at 12" centers.
5' -4"
2.
Deduct for pipe(s) from total cu. yds. of brick masonry.
0.395
3.
If reinforced concrete pipe is set in bottom slab of box, add to slab as shown on Std. detail No. 610.03.
0.938
4.
Increase the size of the 6" opening to 8" max., as directed by the City Engineer by adding 2" to the wall height above the top elevation. Adjust
0.049
quantities accordingly.
24"
5.
See sheet 2 of 2 for dimensions.
2' -10"
6.
See Std. detail No. 610.01 for standard notes.
9
6 -1"
36
PUBLIC WORKS DEPARTMENT CITY O F GREENVILLE N.C.
1500 Beatty Street
www.greenvillenc.gov
No.
Date
Description
1
9/16/11
APPROVAL
0.134
0.049
,
Greenville, North Carolina 27834 USE WITH THE CITY OF GREENVILLE, N.C. STANDARD SPECIFICATIONS ONLY
30"
4'4"
3' -6"
3' -4"
6
4' -7"
BRICK OPEN THROAT CATCH BASIN (1511 THRU 4811 PIPE)
5' -1"
1Shof` #2
5-4"
4' -10"
0.318
0.477
0.795
notStoscale
1.472
61`0105
0.199
0.049
0.422
36"
SEE STD. DETAIL 614.03
4' -0"
3' -10"
FOR MANHOLE FRAME
5' -1"
11
AND COVER ID
BRICK MAY BE USED TO
SEE STD. DETAIL
1 4 "x8" °
/ ADJUST FRAME & COVER J J,
EXP. JT. TO SURFACE ELEVATION
614.03 FOR MANHOLE
FRAME AND COVER
0.384
_
TTT ".
0.960
0.485
MAX. 1' -0 B
all-
0.176
0.278
A =
INLET O D
OUTLET INLET
BRICK MAY BE USED
TO ADJUST FRAME
COVER TO SURFACE
42"
o
".
4'4-
6
ELEVATION MAX. V -0
13
}
65
6' -4"
SECTION X -X E SECTION Y -Y
0.456
0.684
Y--*-I
0.535
2.340
X X
0.371
0.062
48"
6 -0"
INLET A 1L OUTLET
4' -10"
6
00 PLAN IN�
HEADER
6-1"
^ SET
`i Y
COURSES
(EVERY OTHER
6-4"
0.495
COURSE)
D
J
o D< z = N
I
J
♦
8' MH OP'G In o
o
L
JJJ Q cw.� L
LO
E OR F
J
C SECTION C -C OR D -D
COUNTERSINK PART
12° �w
r)
#5 BARS "A"
15n TO 66"
3„
3 >,
SPACED 6" C. To C. PLAN NOTES:
PIPE IS USED
E WITH MIT OP'G 1. See sheet 2 of 2 for dimensions.
MOVE VERTICALLY
LL
Fr 4 �pNfO�� v
V
#5 BARS 'Y'
EQUALLY SPACED 1" PIPE
HANDLE SLEEVE
PUBLIC WORKS DEPARTMENT CITY O F GREENVILLE N.C.
1500 Beatty Street
www.greenvillenc.gov
No.
Date
Description
1
9/16/11
APPROVAL
�
SHOWING HANDLE
Greenville, North Carolina 27834 USE WITH THE CITY OF GREENVILLE, N.C. STANDARD SPECIFICATIONS ONLY
SECTION V -V w
G
3/4" SMOOTH BAR
w
#5 BARS "Y" �Q o
(2) 3 "x1 /4" THK. ROUND
1
#5 BARS "X" CLEAR
1/2' 1 1/2" < o
EQUALLY SPACED CLEAR c� = Q = �OR SQUARE CUT WASHER
BRICK JUNCTION BOX WITH MANHOLE
°
'Y'
Scale:
to
Sheet #:
1 2
Detail#
613.01
PRECAST OR CAST -IN- PLACE
SECTION W -W
DETAIL OF HANDLE
not scale
of
DIMENSIONS AND QUANTITIES FOR BRICK JUNCTION BOXES
MIN. DIMENSIONS AND QUANTITIES FOR CATCH BASIN (BASED ON MIN. HEIGHT, H)
PIPE
DIMENSIONS OF BOX & PIPE REINFORCING
SLAB CUBIC YARDS CONC. IN
TOTAL BRICK DEDUCTION ONE DIED ' ONE 6"
PIPE
SPAN
DIMENSIONS BOX
MASONRY PIPE THROAT
CONC.
PIPE SPAN WIDTH HEIGHT BARS - X BARS - Y
TOTAL
OPENING
B
D
A
B
H
Qty.
LENGTH
Qty.
LENGTH
LBS
F
G
COVER
FLOOR
TOTAL
PER FT. HT.
MIN. H
C.S.
R.C.
CU. YDS
0.263
15"
3' -6"
2' -3"
2' -1"
5
3'-4"
7
4' -7"
28
4' -10"
T -7"
0.214
0.321
0.535
0.350
0.744
0.031
0.059
0.043
16
18"
4' -0"
2' -8"
2'4"
6
3' -9"
8
5' -1"
36
5' -4"
4' -0"
0.263
0.395
0.658
0.395
0.938
0.044
0.081
0.049
0.122
24"
4' -0"
2' -8"
2' -10"
6
3' -9"
9
6 -1"
36
6-4"
4' -0"
0.263
0.395
0.658
0395
1.136
0.078
0.134
0.049
5' -9"
30"
4'4"
3' -6"
3' -4"
6
4' -7"
10
5' -1"
44
5-4"
4' -10"
0.318
0.477
0.795
0.436
1.472
0.122
0.199
0.049
0.422
36"
4' -6"
4' -0"
3' -10"
6
5' -1"
11
6 -7"
52
5' -10"
6 -4"
0.384
0.576
0.960
0.485
1.879
0.176
0.278
0.056
7'4"
42"
5' -0"
4' -6"
4'4-
6
5' -7"
13
6' -1"
65
6' -4"
5-10"
0.456
0.684
1.140
0.535
2.340
0.240
0.371
0.062
48"
6 -0"
5' -0"
4' -10"
6
6' -1"
14
6-1"
71
6'-4"
6-4"
0.495
0.743
1.238
0.559
2.725
0.313
0.476
0.062
#5 BAR
N
DOWEL
COUNTERSINK PART
12° �w
U
WHERE HANDLE IS
W ` r
I
+ LOCATED 1" AND
J ALLOW HANDLE TO
F
MOVE VERTICALLY
LL
Fr 4 �pNfO�� v
V
#5 BARS 'Y'
EQUALLY SPACED 1" PIPE
HANDLE SLEEVE
1" PIPE
SLEEVE X 3" LONG,
°
�o m J
A i 4Jn
PART SECTION
° Q
#5 BARS "Y"
THRU COVER
o
�
SHOWING HANDLE
° w
W °N
SECTION V -V w
G
3/4" SMOOTH BAR
w
#5 BARS "Y" �Q o
(2) 3 "x1 /4" THK. ROUND
1
#5 BARS "X" CLEAR
1/2' 1 1/2" < o
EQUALLY SPACED CLEAR c� = Q = �OR SQUARE CUT WASHER
CLEAR F CLEAR
°
'Y'
�(2) HEX NUT
PLAN
#5 BARS
PRECAST OR CAST -IN- PLACE
SECTION W -W
DETAIL OF HANDLE
TOP SLAB
PUBLIC WORKS DEPARTMENT CITY O F GREENVILLE N.C.
www.greenvillenc.gov
No.
Date
Description
1
9/16/11
APPROVAL
1500 Beatty Street
Greenville, North Carolina 27834 USE WITH THE CITY OF GREENVILLE, N.C. STANDARD SPECIFICATIONS ONLY
BRICK OPEN THROAT
CATCH BASIN THRU 4811
PIPE)
#2
Detail
(1511
notttoscale
2Sheof`
1005
DIMENSIONS AND QUANTITIES FOR BRICK JUNCTION BOXES
DIMENSIONS OF BOX &
PIPE
REINFORCEMENT COVER
BARS DIMENSIONS
CUBIC YARDS
DEDUCTIONS FOR
ONE PIPE CU. YDS.
PIPE
SPAN
WIDTH
HEIGHT
CONC.
BRICK MASONRY
D
A
B
H
Qty.
LENGTH E
F
BASE &
COVER CU.
YD.
MIN.
HEIGHT
CU. YD.
WALL PER
FT. HT.
CU. YD.
C.S.
R.C.
15"
2' -0"
2' -0"
2' -6"
12
3' -1"
3' -4"
3'-4"
0.412
0.657
0.263
0.031
0.047
18"
2' -4"
2' -4"
2' -9"
14
T -5"
3' -8"
3' -8"
0.498
0.814
0.296
0.044
0.065
24"
3' -0"
3' -0"
3'4"
16
1 4' -1"
4' -4"
4'-4"
0.695
1.176
0.362
0.078
1 0.133
30"
3'-4"
3'-4"
3' -9"
16
4' -5"
4' -8"
4' -8"
0.807
1.481
0.395
0.122
0.170
36"
4' -0"
4'4"
4' -3"
20
5' -1"
5' -4"
5-4"
1.053
1.959
0.461
0.176
0.238
42"
4' -8"
4' -8"
4' -9"
22
5' -9"
6-0"
6'-0"
1.333
2.503
0.527
0.240
0.323
48"
1 6 -0"
6 -0"
1 5'4"
24
6' -1"
6-4"
i 4"
1 1.486
1 2.940
0.560
0.313
0.422
54"
5' -6"
6 -6"
5'4"
26
6' -7"
6-10"
6'-10"
1.729
3.502
0.609
0.396
0.535
60"
6-0"
6-0"
6'-3"
28
7' -1"
7'4"
7' -4"
1.992
4.118
0.658
0.489
0.660
66"
6'-6"
6-6"
6' -9"
30
7' -7"
7' -10"
7' -10"
2.273
4.778
0.708
0.591
0.798
#5 BAR
8 >,
r�n�ni�l
NOTES=
1. Use #5 bar dowels at 12" centers
2. If reinforced concrete pipe is set in base slab of box, add to base as shown on std. detail 610.03.
3. Adjust the steel, concrete and brick masonry quantities to include the addition of the manhole (i.e. diagonal bars shortened around opening in top
slab, additional variable height brick masonry, opening in top slab.)
4. Maximum depth of this structure from top to bottom slab to top elevation is 12' -0 ".
5. See Std. detail No. 610.01 for standard notes.
PUBLIC WORKS DEPARTMENT CITY O F GREENVILLE N.C. www.greenvillenc.gov No. Date uescription
1500 Beatty Street , 1 9/16/11 1 APPROVAL
Greenville, North Carolina 27834 USE WITH THE CITY OF GREENVILLE, N.C. STANDARD SPECIFICATIONS ONLY
BRICK JUNCTION BOX WITH MANHOLE Scale: Sheet# Detail#
not to scale 2 of 2 613.01
W= (I.D. +12 ")(.58)
0
\ ° �o
DETAIL
3' -6"
8" 8"
V -9" V-9"
of
To
P
° ° J ° ° J� Q GROUND. LI
4" TYP. SEE DETAIL
PARTIAL SECTION%
STEP
FINISHED GRADE ELEVATION
FLUSH WITH TOP OF CASTING
(PAVED AREAS)
FRAME AND COVER
STD. No. 614.03
TOP o� e
RI�k
SPp c0
C �� SINE
VARIES
(8" MIN.)
4'-0" DIA.
S0.
sa. a °
17 1
J
o J
NOTES: /
SEE
1. See Std. detail No. 610.01 for standard notes. DETAIL ABOVE
PUBLIC WORKS 1500 Beatty Street DEPARTMENT CITY OF GREENVILLE, N.C.
Greenville, North Carolina 27834 USE WITH THE CITY OF GREENVILLE, N.C. STANDARD SPECIFICATIONS ONLY
4 5/8 "
' s-
6 SQ
mss'
0
/c,
I < <s
\'- 6'
www.greenvillenc.gov No. Date Description
1 9/16/11 APPROVAL
Scale: Sheet #: I Detail
not to scale 1 of 1 612.01
1/4" RIM RAISED 1/4"
FRAME HOLE TAPERED
SIDE
TO 1 1/8"
TOP o CD o o
CD
0 o O \0
/41
4 5�8„
COVER
\ SURFACE TO
00 BE MACHINED
34 1/2"
1.
2.
3.
4.
5.
6.
FACE
t^nv1 =R
yS01■ra7 III I
- SLIGHTLY BEVELED
SURFACE TO
112 "� BE MACHINED
�1 3/8"
L7 !!! r� ■ rM7
Approximate weight 383 pounds.
All castings shall be made of clean even grain, tough gray cast iron. Casting shall be \'
smooth, true to pattern and free from projections, sand holes, warp and other defects.
All castings shall be coated with coal tar pitch varnish while hot. �s
The iron used for these castings shall conform to the specifications of ASTM Designation
A48 for Class 30 Gray Iron.
All castings used for storm drain structures shall have "STORM SEWER" cast on them.
All covers must be "MADE /MANUFACTURED IN USA" and indicated on cover.
1500 eWOSre DEPARTMENT CITY OF GREENVILLE, N.C. et
Greenville, North Carolina 27834 USE WITH THE CITY OF GREENVILLE, N.C. STANDARD SPECIFICATIONS ONLY
STANDARD MANHOLE FRAME & COVER
3/4" RAD. TOP
7/8" PAD. BOTTOM
r CIVI =R
M _AYE r�
www.greenvillenc.gov 1 No. I Date Description
1 9716/11 APPROVA
Scale: Sheet #: I Detail #
not to scale 1 of 1 614.03
PREPARED IN THE OFFICE OFo
PROJECT-
0
CONSTRUCTION IIVOM)l FOR R E )�L,�N
SOUTH TAR RIVER GREENWAY,
DO NOT USE FOR R/W ACQUISITION
REV.No.e REVISION: DATE: DRAWN BY: CHECKED BY: ]P IE FOR NOT TO SCALE PHASE 3 (EB - 5539 )
CONSTRUCTION PLANT
This document, together with the concepts and designs presented herein, as an instrument of service, is DETAILS NOT U
intended only for the specific purpose and client for which it was prepared. Reuse of and improper
reliance on this document without written authorization and adoption by Kimley -Horn and Associates, Inc, P.O. BOX 33068 - RALEIGH, NORTH CAROLINA 27636 -3008 roe NUMBER: SHEET NUMBER:
shall be without liability to Kimley -Horn and Associates, Inc,
Copyright Kimley -Horn and Associates, Inc,, 2014 PHONE. [phone] FAX-. (9 19) 677 -2050 RENO. F -0102 012654UO5 CD -6
23 1 /2,.
7/8„
21 1 /2"
\ SURFACE TO
00 BE MACHINED
34 1/2"
1.
2.
3.
4.
5.
6.
FACE
t^nv1 =R
yS01■ra7 III I
- SLIGHTLY BEVELED
SURFACE TO
112 "� BE MACHINED
�1 3/8"
L7 !!! r� ■ rM7
Approximate weight 383 pounds.
All castings shall be made of clean even grain, tough gray cast iron. Casting shall be \'
smooth, true to pattern and free from projections, sand holes, warp and other defects.
All castings shall be coated with coal tar pitch varnish while hot. �s
The iron used for these castings shall conform to the specifications of ASTM Designation
A48 for Class 30 Gray Iron.
All castings used for storm drain structures shall have "STORM SEWER" cast on them.
All covers must be "MADE /MANUFACTURED IN USA" and indicated on cover.
1500 eWOSre DEPARTMENT CITY OF GREENVILLE, N.C. et
Greenville, North Carolina 27834 USE WITH THE CITY OF GREENVILLE, N.C. STANDARD SPECIFICATIONS ONLY
STANDARD MANHOLE FRAME & COVER
3/4" RAD. TOP
7/8" PAD. BOTTOM
r CIVI =R
M _AYE r�
www.greenvillenc.gov 1 No. I Date Description
1 9716/11 APPROVA
Scale: Sheet #: I Detail #
not to scale 1 of 1 614.03
PREPARED IN THE OFFICE OFo
PROJECT-
0
CONSTRUCTION IIVOM)l FOR R E )�L,�N
SOUTH TAR RIVER GREENWAY,
DO NOT USE FOR R/W ACQUISITION
REV.No.e REVISION: DATE: DRAWN BY: CHECKED BY: ]P IE FOR NOT TO SCALE PHASE 3 (EB - 5539 )
CONSTRUCTION PLANT
This document, together with the concepts and designs presented herein, as an instrument of service, is DETAILS NOT U
intended only for the specific purpose and client for which it was prepared. Reuse of and improper
reliance on this document without written authorization and adoption by Kimley -Horn and Associates, Inc, P.O. BOX 33068 - RALEIGH, NORTH CAROLINA 27636 -3008 roe NUMBER: SHEET NUMBER:
shall be without liability to Kimley -Horn and Associates, Inc,
Copyright Kimley -Horn and Associates, Inc,, 2014 PHONE. [phone] FAX-. (9 19) 677 -2050 RENO. F -0102 012654UO5 CD -6

c
i
Ln
Ln
c
0
c
0
Ln
Ln
i
W
Ln
O
Ln
Q0
N
O
0
3
0
J
Q
Y
Ln
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SPLICE DETAIL c COL
GENERAL NOTES
I. THESE GENERAL NOTES ARE NOT INTENDED TO REPLACE SPECIFICATIONS.
SEE SPECIFICATIONS FOR REQUIREMENTS IN ADDITION TO GENERAL NOTES.
2. THE STRUCTURAL DRAWINGS AND SPECIFICATIONS REPRESENT THE
FINISHED STRUCTURE, AND, EXCEPT WHERE SPECIFICALLY SHOWN. DO NOT
INDICATE THE METHOD OR MEANS OF CONSTRUCTION.THE CONTRACTOR
SHALL SUPERVISE AND DIRECT THE WORK AND SHALL BE SOLELY RESPONSIBLE
FOR ALL CONSTRUCTION MEANS, METHODS, PROCEDURES, TECHNIQUES, AND
SEQUENCE° ALL APPLICABLE SAFETY REGULATIONS TO BE FOLLOWED STRICTLY.
3. THE STRUCTURE HAS BEEN DESIGNED TO RESIST DESIGN LOADS ONLY AS
A COMPLETED STRUCTURE. APPLICATIONS OF CONSTRUCTION LOADS TO THE
PARTIALLY COMPLETED STRUCTURE SHALL BE CONSIDERED BY THE
CONTRACTOR AND SO INCLUDED IN THE DESIGN OF SHORING. BRACING,
FORMWORK.AND ANY OTHER SUPPORTING ELEMENTS PROVIDED FOR
CONSTRUCTION OF THE STRUCTURE. DURING ERECTION AND UNTIL ALL
PERMANENT CONNECTIONS ARE MADE,THE CONTRACTOR MUST PROVIDE
TEMPORARY BRACING FOR THE STRUCTURE IN ALL DIRECTIONS.
4. THE GENERAL CONTRACTOR SHALL CHECK AND VERIFY ALL DIMENSIONS
AND GRADE CONDITIONS BOTH NEW AND EXISTING), REPORTING ANY
DISCREPANCIES PRIOR TO ORDERING MATERIALS OR PROCEEDING WITH ANY
PHASE OF THE WORK.
5. DO NOT SCALE DIMENSIONS FROM DRAWINGS.THE CONTRACTOR SHALL
REQUEST FROM THE ENGINEER NECESSARY DIMENSIONS NOT SHOWN ON THE
DRAWINGS.
6. IF ANY BIDDER IS IN DOUBT AS TO THE INTENT OF THE PLANS OR
SPECIFICATIONS.THEY SHALL REQUEST AN INTERPRETATION FROM THE ENGINEER
IN WRITING AT LEAST TEN (/\DAYS PRIOR TO THE SCHEDULED BID DATE.
7. WHERE A CONFLICT BETWEEN DRAWINGS AND SPECIFICATIONS OCCUR
THE MORE- STRINGENT REQUIREMENT SHALL APPLY.
8. WHERE A DETAIL IS SHOWN FOR ONE CONDITION, lT SHALL APPLY FOR
ALL LIKE OR SIMILAR CONDITIONS EVEN THOUGH NOT SPECIFICALLY
REFERENCED ON THE DRAWINGS.
DESIGN CRITERIA
I. APPLICABLE CODES
A. 2012 NORTH CAROLINA STATE BUILDING CODE 2009 INTERNATIONAL
BUILDING CODE WITH REVISIONS
B. MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES (ASCE 7 -05
D. NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION (NDS 2005
2. DESIGN LIVE LOADS:
ROOF ..................20 ESE
SIDEWALK 250 PSF
3. SNOW LOAD:
GROUND SNOW LOAD (Pg).........J5 PSF
FLAT ROOF SNOW LOAD (Pf) ....... ..... _ /5 PSF
SNOW EXPOSURE FACTOR (Ce) ....... ...1.0
SNOW LOAD IMPORTANCE FACTOR(Is) ....... ..I.00
THERMAL FACTOR (Ct) .............L.2
4 WIND LOAD:(20I2 NORTH CAROLINA BUILDING CODE /IBC)
BASIC DESIGN WIND VELOCITY.... 100 MPH
OCCUPANCY CLASSIFICATION ..... CATEGORY I
EXPOSURE CATEGORY., ..... C
WIND IMPORTANCE FACTOR lw..../.0
INTERNAL PRESSURE COEFF (GCpl).. ... .. +0x55,-O.55
COMPONENTS AND CLADDING:
ALL BUILDING COMPONENTS AND CLADDING ENGINEERED BY THE
COMPONENT MANUFACTURER ARE TO BE DESIGNED BY THE
MANUFACTURER'S ENGINEER FOR WIND LOADS DETERMINED PER
THE NORTH CAROLINA STATE BUILDING CODE FOR THE BASIC DESIGN
WIND VELOCITY. IMPORTANCE FACTOR AND EXPOSURE LISTED ABOVE,
5. FUTURE LOADS.-UNLESS SPECIFICALLY NOTED, THERE ARE NO PROVISIONS
MADE FOR FUTURE FLOORS, HOOFS, OR OTHER LOADS.
20 3/ " PRESSURE TREATED
EXT. PLYWOOD (TYP)
GALV. HURRICANE TIES
ON ALL TRUSSES BOTH
SIDES (TYP)
METAL ROOFING
EDGE (TYP)
2X6 LONG PRESSURE
TREATED FACIA CONT.
BOTH SIDES (TYP)
CONNECT INTO BA TRUSS
W/ (2) 8D NAILS (TYP)
2XIOX5l2" BLOCKING
MIDWAY BETWEEN POSTS FOR
BEAM BOTH SIDES (TYP)
6X6XI4' LONG PRESSURE
TREATED TIMBERS
3000 PSI CONC FOOTING
GRADE VARIES
CONCRETE CONSTRUCTION JOINTS
161-011
4 -8D NAILS
4 Z X6 RIDGE
(2) 2X4XI2' LONG
STIFFENER AND BRACE o
CONT. (TYP)
0
PREFABRICATED WOOD
ROOF TRUSS
@ 2' -0" Of. (TYP)
(2) 2XIOX121 LONG
PRESSURE TREATED
BEAMS CONT,
BOTH SIDES (TYP)
121-611
12" I 1 112"
I. CONTRACTOR SHALL PROVIDE NECESSARY CONSTRUCTION JOINTS IN
MONOLITHIC CONCRETE POURS 50 THAT THE QUALITY OF PLACEMENT
AND FINISH MEETS THE REQUIREMENTS OF PLANS AND SPECIFICATIONS.
THE CONTRACTOR SHALL SUBMIT A PLAN SHOWING THE LOCATION OF
ALL CONSTRUCTION JOINTS TO THE STRUCTURAL ENGINEER -FOR APPROVAL
2. THERE SHALL BE NO HORIZONTAL CONSTRUCTION JOINTS IN CONCRETE
POURS. ALL VERTICAL CONSTRUCTION JOINTS IN SLABS AND BEAMS SHALL
BE MADE WITH BULKHEADS. ADDITIONAL REINFORCING AT CONSTRUCTION
JOINTS SHALL BE AS SPECIFIED BY THE STRUCTURAL ENGINEER. SEE
TYPICAL CONSTRUCTION JOINT DETAILS.
FOUNDATIONS
10' -6" GONG TRAIL
30" FELT W1 SHINGLES
(SEE SPECS.)
12" 1 1 I 12"
6 -16D
NAILS
EACH
SIDE
CONCRETE WALKWAY
° o ° ° ° o a ° ° o o ° ° o ° °
.0 °o
° o
0 0 °a -
- o °
° 0 ° °0
o °
° °a
o °
'0" DI
OOT I N
FRONT ELEVATION
I. FOUNDATION DESIGN IS BASED ON A DESIGN ALLOWABLE SOIL BEARING PRESSURE OF 1500 PSI.
GEOTECHNICAL INVESTIGATION WILL BE PERFORMED AS THE PROJECT PROGRESSES.
2. FOOTINGS SHALL BE CARRIED TO LOWER ELEVATIONS THAN THOSE -SHOWN ON
THE DRAWINGS IF REQUIRED BY THE GEOTECHNICAL ENGINEER OR TESTING LAB TO
REACH SOIL CAPABLE OF PROVIDING THE DESIGN ALLOWABLE SOIL BEARING PRESSURE.
J. THE SUBGRADE AND UNDERFLOOR FILL SHALL BE- PREPARED TO A POINT THAT
EXTENDS 3' -0 "MINIMUM BEYOND THE LIMITS OF THE FOUNDATION.
4. MINIMUM SUBGRADE PREPARATION REQUIREMENTS ARE AS FOLLOWS:COMPACT ALL
FILL UNDER BUILDING TO 98% MAXIMUM DENSITY AS DETERMINED BY ASTM D698.PLACE
IN LAYERS OF 8 "MAXIMUM LOOSE THICKNESS.VERIFY FIELD DENSITY. ASTM 0/556, WITH
AT LEAST ONE TEST PER 2000 SQUARE FEET PER LAYER. SEE SPECIFICATIONS FOR OTHER
TESTING REQUIREMENTS.
5. UTILITY LINES SHALL NOT BE PLACED THROUGH OR BELOW FOUNDATIONS WITHOUT
APPROVAL OF THE STRUTURAL ENGINEER, CONTRACTOR SHALL SUBMIT DETAILED
DRAWINGS OF ALL SUCH CONDITIONS PRIOR TO CONSTRUCTION.
CONCRETE ✓REINFORCING STEEL
I. CONCRETE COMPRESSIVE STRENGTH IN 28 DAYS.
FOOTINGS......3060 PSI. NORMAL WIEGHT
2. REINFORCING:
TYPICAL ASTM A615, GRADE 60
REINFORCING TO BE WELDED ASTM A706 (INCLUDES DEFORMED BAR ANCHORS)
WELDED WIRE FABRIC ASTM AI85(FLAT SHEETS ONLY)
5. CLEAR COVER FROM FACE OF CONCRETE:
CAST IN PLACE CONCRETE ( MEASURE TO OUTERMOST REINFORCING):
FOOTINGS ....... 5"
LUMBER
0
�N
WOOD SHINGLED ROOF
-(2) 5, " DI A T HRU BOLTS
FFESSUREJ TREATED
6X6 KNEE IBRACE (TYP)
0
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21--g" 1 I 8/_011
CONCRETE
WALKWAY
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HMO
L ALL LUMBER AND ITS FASTENINGS SHALL CONFORM TO THE NATIONAL DESIGN
SPECIFICATION FOR WOOD CONSTRUCTION, LATEST EDITION, BY THE AMERICAN
FOREST AND PAPER ASSOCIATION.
2, ALL LUMBER SHALL BE SOUTHERN PINE, NO. I.
Z. ALL WOOD BEARING ON CONCRETE MASONRY OR EXPOSED TO WEATHER SHALL
BE PRESSURE TREATED SOUTHERN PINE.
4. STRUCTURAL MEMBERS SHALL NOT BE CUT FOR PIPES, DUCTWORK, ETC. UNLESS
SPECIFICALLY NOTED OR DETAILED.
5. HOLES FOR BOLTS SHALL BE BORED �2 " TO %6 " LARGER THAN THE NOMINAL
BOLT DIAMETER.
6. ALL BOLTS SHALL BE RE- TIGHTENED PRIOR TO APPLICATION TO PLYWOOD, ETC.
7. ALL BOLTS BEARING ON WOOD SHALL HAVE WASHERS UNDER HEAD ANDZOR NUT,
8. 2x SOLID BLOCKING SHALL BE PLACED BETWEEN JOISTS OR RAFTERS AT ALL
SUPPORTS,ENDS OF CANTILEVERS,AND HALFWAY BETWEEN SUPPORTS,CROSS
BRIDGING OR SOLID BLOCKING SHALL BE PROVIDED AT 8m-015C MAXIMUM FOR ALL
JOISTS AND RAFTERS MORE THAN 811N DEPTH; 2x3 OR APPROVED METAL TYPE BRIDGING
MAY BE USED.
9. ALL NAILS SHALL BE GALVANIZED UNLESS NOTED OTHERWISE.
l0. STANDARD WOOD CONNECTORS MUST BE PROVIDED BY THE GENERAL
CONTRACTOR FOR WOOD FRAMED MEMBERS.INTERIOR FRAMING CONNECTORS MUST
BE G90 GALVANIZED ZINC CONNECTORS - EXTERIOR FRAMING CONNECTORS MUST BE
0/55 GALVANIZED ZINC COATING, MINIMUM.
lL ADHESIVES SHALL MEET THE REQUIREMENTS FOR WET CONDITIONS OF SERVICE.
EXPOSED BEAMS SHALL BE ARCHITECTURAL GRADE. ALL OTHERS SHALL BE INDUSTRIAL
GRADE, MEMBERS SHALL BE INDIVIDUALLY WRAPPED.
PLYWOOD
1. ALL PLYWOOD SHEATHING AND DIAPHRAGMS SHALL CONFORM TO U.S.
PRODUCT STANDARD P5 -I -95 WITH EXTERIOR GLUE.
2. PLYWOOD SHEETS SHALL BE LAID WITH LONG DIMENSION PERPENDICULAR
TO THE SUPPORTING FRAMING.
3. PLYWOOD ROOF SHEATHING SHALL BE 3l " CDX (INDEX 40124)AND SHALL BE
FASTENED WITH IOd NAILS o6 "OC AT ALL EDGES AND 10d NAILS cdl2 "OC IN PANEL
FIELD. PROVIDE 2x4 BLOCKING OR CLIPS AT MIDSPAN AND AT ALL PANEL EDGES.
SIDE ELEVATION
21-911
0
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PRE - FABRICATED WOOD TRUSSES
1, PREFABRICATED ROOF TRUSS MANUFACTURER SHALL SUBMIT /CALCULATIONS AND TRUSS
LAYOUT OR FRAMING PLAN TO SECURE APPROVALS FROM ENGINEER.
2. ALL LUMBER AND ITS FASTENINGS SHALL CONFORM TO THE NATIONAL DESIGN
SPECIFICATION FOR WOOD CONSTRUCTION, LATEST EDITION, BY THE AMERICAN FOREST
AND PAPER ASSOCIATION.CONFORM TO APPLICABLE PROVISIONS OF TPI DESIGN
SPECIFICATIONS FOR METAL PLATE CONNECTED WOOD TRUSSES (LATEST EDITION).
3. TRUSSES SHALL BE DESIGNED FOR THE FOLLOWING MINIMUM LOADS; TOP CHORD:
LL =20 PSF AT ROOF
DL-10 PSF AT ROOF
BOTTOM CHORD:
DL =IO PSF
4. TRUSS SUPPLIER SHALL CALCULATE UPLIFT LOADS BASED ON THE WIND LOAD CRITERIA
LISTED IN THESE GENERAL NOTES.AT A MINIMUM THE NET WIND UPLFIT LOAD SHALL BE
l5 PSF;
5. TRUSS CHORDS AND WEBS SHALL BE DOUGLAS FIR OR SOUTHERN PINE,PS 20 ,GRADED
TO NFPA RULES:
MAXIMUM MOISTURE CONTENT - l5/
MINIMUM GRADE OF CHORD - NO2
MINIMUM GRADE OF WEB MEMBERS - NO -3
6. ALL TRUSSES SHALL BE DESIGNED FOR THE ACTUAL DEAD LOAD PLUS LIVE LOAD
(SPECIFIED ABOVE).MAXIMUM DEFLECTION DUE TO LIVE LOAD ONLY SHALL NOT EXCEED
L/360. MAXIMUM DEFLECTION DUE TO TOTAL LOAD SHALL NOT EXCEED L1240.ROOF SLOPE
SHALL BE %4 °(PER FOOT OR GREATER AFTER LONG TERM DEFLECTION OCCURS.
7. SHOP DRAWINGS SHALL INDICATE ALL LATERAL BRIDGING REQUIRED WHICH SHALL BE
SUPPLIED BY THE CONTRACTOR.
8. SUBMIT SHOP DRAWINGS FOR ALL TRUSSES. SHOP DRAWINGS SHALL INDICATE PLACING
OF ALL FRAMING MEMBERS SHOWING TYPE, SIZE, NUMBER, LOCATION AND SPACING,THEY
SHALL ALSO INDICATE SUPPLEMENTAL BRACING, SPLICES, BRIDGING, ACCESSORIES AND
DETAILS REQUIRED FOR PROPER INSTALLATION.
9. SHOP DRAWINGS SUBMITTAL MUST BE PREPARED UNDER THE SUPERVISION OF AND
SEALED BY A REGISTERED PROFESSIONAL ENGINEER LICENSED IN NORTH CAROLINA.
l0. ALL TRUSSES AND CONNECTIONS SHALL BE DESIGNED BY THE SUPPLIER'S ENGINEER,
SUBMIT CALCULATIONS FOR ALL TRUSSES AND THEIR CONNECTIONS.
lL TEMPORARY BRACING,WHERE REOUIRED,SHALL SE PROVIDED UNTIL THE ERECTION IS
COMPLETE.
PREPARED IN THE OFFICE OF-
PROJECT°
Kimle -Horn INOMPLETE PLAN$ NOT TO SOUTH TAR RIVER GREENWAY,
Y RAILROAD UNDERPASS
DO NOT USE FOR R/W ACQUISITION
REV. No.e REVISION: DATE: DRAWN BY: CHECKED BY:
and Associates, ELIMIETAI�Y PLAN$ PHASE 3
This document, together with the concepts and designs presented herein, as a Inc. ■ n instrument of service, is CANOPY STRUCTURE Do NOT USE FOR CONSTRUCTION SCALE N-M
intended only for the specific purpose and client for which it was prepared. Reuse of and improper
reliance on this document without written authorization and adoption by Kimley -Horn and Associates, Inc,
- gall be without liability to Kimley -Horn and Associates, Inc, P.O. BOX 33068 - RAEEGH9 NORTH CAROLINA 27630 -3068 roe NUMBER: SHEET NUMBER:
Copyright Kimley -Horn and Associate, Inc., 2013 PHONE. [phone] FAX-. (9 19) 677 -2050 PE NO. F -O l02 I 012654005 Cu -8
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PRE - FABRICATED WOOD TRUSSES
1, PREFABRICATED ROOF TRUSS MANUFACTURER SHALL SUBMIT /CALCULATIONS AND TRUSS
LAYOUT OR FRAMING PLAN TO SECURE APPROVALS FROM ENGINEER.
2. ALL LUMBER AND ITS FASTENINGS SHALL CONFORM TO THE NATIONAL DESIGN
SPECIFICATION FOR WOOD CONSTRUCTION, LATEST EDITION, BY THE AMERICAN FOREST
AND PAPER ASSOCIATION.CONFORM TO APPLICABLE PROVISIONS OF TPI DESIGN
SPECIFICATIONS FOR METAL PLATE CONNECTED WOOD TRUSSES (LATEST EDITION).
3. TRUSSES SHALL BE DESIGNED FOR THE FOLLOWING MINIMUM LOADS; TOP CHORD:
LL =20 PSF AT ROOF
DL-10 PSF AT ROOF
BOTTOM CHORD:
DL =IO PSF
4. TRUSS SUPPLIER SHALL CALCULATE UPLIFT LOADS BASED ON THE WIND LOAD CRITERIA
LISTED IN THESE GENERAL NOTES.AT A MINIMUM THE NET WIND UPLFIT LOAD SHALL BE
l5 PSF;
5. TRUSS CHORDS AND WEBS SHALL BE DOUGLAS FIR OR SOUTHERN PINE,PS 20 ,GRADED
TO NFPA RULES:
MAXIMUM MOISTURE CONTENT - l5/
MINIMUM GRADE OF CHORD - NO2
MINIMUM GRADE OF WEB MEMBERS - NO -3
6. ALL TRUSSES SHALL BE DESIGNED FOR THE ACTUAL DEAD LOAD PLUS LIVE LOAD
(SPECIFIED ABOVE).MAXIMUM DEFLECTION DUE TO LIVE LOAD ONLY SHALL NOT EXCEED
L/360. MAXIMUM DEFLECTION DUE TO TOTAL LOAD SHALL NOT EXCEED L1240.ROOF SLOPE
SHALL BE %4 °(PER FOOT OR GREATER AFTER LONG TERM DEFLECTION OCCURS.
7. SHOP DRAWINGS SHALL INDICATE ALL LATERAL BRIDGING REQUIRED WHICH SHALL BE
SUPPLIED BY THE CONTRACTOR.
8. SUBMIT SHOP DRAWINGS FOR ALL TRUSSES. SHOP DRAWINGS SHALL INDICATE PLACING
OF ALL FRAMING MEMBERS SHOWING TYPE, SIZE, NUMBER, LOCATION AND SPACING,THEY
SHALL ALSO INDICATE SUPPLEMENTAL BRACING, SPLICES, BRIDGING, ACCESSORIES AND
DETAILS REQUIRED FOR PROPER INSTALLATION.
9. SHOP DRAWINGS SUBMITTAL MUST BE PREPARED UNDER THE SUPERVISION OF AND
SEALED BY A REGISTERED PROFESSIONAL ENGINEER LICENSED IN NORTH CAROLINA.
l0. ALL TRUSSES AND CONNECTIONS SHALL BE DESIGNED BY THE SUPPLIER'S ENGINEER,
SUBMIT CALCULATIONS FOR ALL TRUSSES AND THEIR CONNECTIONS.
lL TEMPORARY BRACING,WHERE REOUIRED,SHALL SE PROVIDED UNTIL THE ERECTION IS
COMPLETE.
PREPARED IN THE OFFICE OF-
PROJECT°
Kimle -Horn INOMPLETE PLAN$ NOT TO SOUTH TAR RIVER GREENWAY,
Y RAILROAD UNDERPASS
DO NOT USE FOR R/W ACQUISITION
REV. No.e REVISION: DATE: DRAWN BY: CHECKED BY:
and Associates, ELIMIETAI�Y PLAN$ PHASE 3
This document, together with the concepts and designs presented herein, as a Inc. ■ n instrument of service, is CANOPY STRUCTURE Do NOT USE FOR CONSTRUCTION SCALE N-M
intended only for the specific purpose and client for which it was prepared. Reuse of and improper
reliance on this document without written authorization and adoption by Kimley -Horn and Associates, Inc,
- gall be without liability to Kimley -Horn and Associates, Inc, P.O. BOX 33068 - RAEEGH9 NORTH CAROLINA 27630 -3068 roe NUMBER: SHEET NUMBER:
Copyright Kimley -Horn and Associate, Inc., 2013 PHONE. [phone] FAX-. (9 19) 677 -2050 PE NO. F -O l02 I 012654005 Cu -8

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— ••— ••— •• —••— PROJECT DENUDED AREAS
IMPERVIOUS AND PERVIOUS SURFACES IN
SOUTH TAR RIVER GREENWAY, PHASE III
DISTURBED AREAS
PROPOSED IMPERVIOUS SURFACE = 2.50 AC
PROPOSED PERVIOUS SURFACE = 6.18 AC
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NARRATIVE D � D � I �V V
Project Description Z _
The South Tar River Greenway, Phase 3 is a part of o multi -use troll system for
bicycle and pedestrian use. It is being constructed by the City of Greenville to connect /
and access numerous recreational, cultural, and residential destinations in
Greenville. Approximately 8.61 acres will be disturbed during the construction \J of this project. Also, approximately 6.11 acres will be vegetatively stabilized with /
gross and permanent plantings.
South Tor River Greenway, Phase 3 is located in Pitt County, Greenville, NC. The
site begins on Wye Boulevard. The trail then Goes aloe the sanitary
�\
project 9 N%Y v 9 9 y �
sewer easement and under Memorial Drive and along Colonial Avenue before
going under the CSX railroad.
Site Description
The site is generally rolling and contains a couple drainage ways that are bordered b y
moderate slopes. Land use along the project is undeveloped as well as fully developed.
Drainage from the project site sheet flows or makes Its way through o series of
existing ditches and storm drain systems and eventually flows Into the Tar River thus �D
no new drainage patterns will be introduced. Pre - construction runoff equals �.
Post - construction runoff for all existing system outlets that are to be retained. ! ��
South Tar River is protected by the Tar- Pamlico Riparian Buffer and contains a
50 -foot Riparian Buffer protection area. The fill slopes and drainage ditches
around the project appear to be stable and do not show signs of significant
erosion soils.
-
Soils O ��
0 I
The soil types throughout the project limits are mostly sandy looms
(W aC, W oB, LnAy OcB, & Bb).
PREPARED IN THE OFFICE OFo
PROJECT°
INOOMEFOR R W hL.��TS
150 0 300 SOUTH TAR RIVER GREENWAY,
DO NOT USE FOR Rd W ACQUISITION
REV. No.e REVISION: DATEe DRAWN BY: CHECKED BY: DENUDED AREAS PRELIMINAR- � PLANS PHASE 3 (E 6 - 5 5 3 9 )
This document, together with the concepts and designs presented herein, as an instrument of service, is DO NOT USE FOR CONSTRUCTION
intended only for the specific purpose and client for which it was prepared. Reuse of and improper
reliance on this document without written authorization and adoption by Kimley -Horn and Associates, Inc, P.O. BOX 33068 - RAEE6H9 NORTH CAROLINA 27636 -3068 :oD NUMBER: -EET NUMBER:
shall be without liability to Kimley -Horn and Associates, Inc. IA
Cocyright Kimley -Horn and Associates, Inc., 2014 PHONE. [phone] FAX. [phone] PE NO. F -0102 0I2654005 EC -
i
/D I

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11 tPDES GENERAL STORM WA TER PERMIT
SOIL STABILIZATION TIMEFRAMES
SITE DESCRIPTION I STABILIZATION TI41E T14iEFRAti/E EXCEPTIONS
PERIMETER DIKES, SWALES, DITCHES AND SLOPES
HIGH QUALITY WATER (HOW) ZONES
SLOPES STEEPER THAN 3:1
SLOPES 3 :1 OR FLATTER
ALL OTHER AREAS WITH SLOPES FLATTER THAN 4 :1
,�,- A\ .I-,- I,
7 DAYS
NONE
7 DAYS
NONE
7 DAYS
IF SLOPES ARE 10' OR LESS IN
LENGTH AND ARE
NOT STEEPER
THAN 2:1,14 DAYS ARE ALLOWED.
14 DAYS
7 DAYS FOR
SLOPES GREATER
THAN 50'IN
LENGTH.
14 DAYS
NONE, EXCEPT
FOR PERIMETERS
AND HOW ZONES
REV. No.e REVISION: DATEe DRAWN BY: CHECKED BYe
This document, together with the concepts and designs presented herein, as an instrument of service, is
intended only for the specific purpose and client for which it was prepared. Reuse of and improper
reliance on this document without written authorization and adoption by Kimley -Horn and Associates, Inc,
shall be without liability to Kimley -Horn and Associates, Inc.
Copyright Kimley -Horn and Associates, Inc., 20 14
t_ - - - - - - -
GENERAL NOTE
�G
x
TOE PROTECTION
EST 114 SY PSR4i
\ SEE DETAIL 3 1CD -3
T, \ \ \ \ 1 SBD
INSTALL SILT FENCE
\ \ \ \ 2' FHOM CONSTRUCTION
LIMITS (TYF)
N/F
401 MOYE BOULEVARD \ \
REALTY DST
D175, 2
PG`.A \ /
PARCEL 80963 V \
NC \ \ PIN 4678 -53 -6310 \ \ ` \\ 1 SBD
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STAGING, STOCKS/ N/F
AND STORAGE A #4ENG 35 • / \ GREENVILLE HOUSING
NWAY F • l �� \ LIMIT 0 DISTURB l'���Y
EA,�MF�IT — � • • � ,\ DB H -3-' 7, pG 62g
— 0 qL F� -• --• — • �� / \ DB 1-37, PG 1
° PARCEL 38249
\ NC PIN 4678 -52 -7954
N/F �
UNIVERSITY MEDICAL �
PARK, LLC
DB 2352, PG 189 \
MB 75, PG 43 \
PARCEL 80964
NC PIN 4678 -52 -5570
CONTRACTOR TO ENSURE THAT ALL ROADWAYS AND CURB LINES ADJACENT
TO THIS PROJECT ARE FREE OF DEBRIS, DIRT, AND EQUIPMENT DURING THE
PROJECT DURATION UNLESS DIRECTED BY CITY ENGINEER. ANY DAMAGE TO
EXISTING CURB AND GUTTER AT OR NEAER CONSTRUCTION ENTRANCES MUST
BE REPAIRED AT THE CONTRACTORS EXPENSE.
THESE EROSION AND SEDIMENT CONTROL PLANS COMPLY
WITH THE REGULATIONS SET FORTH BY THE
NCG- 010000 GENERAL CONSTRUCTION PERMIT EFFECTIVE AUGUST 3, 2011
ISSUED BY THE NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND
NATURAL RESOURCES DIVISION OF WATER QUALITY.
TREE PROTECTION NOTES
CID
o�
�2
NOTE: SLOPES ON THIS PROJECT ARE PRIMARILY 2:1.
CONTRACTOR SHALL PROVIDE SOIL STABILIZATION
ON ALL SLOPES WITHIN 7 DAYS OR AS REQUIRED BY
NPDES GENERAL STORMWATER PERMIT. REFER TO
CROSS SECTIONS AND MATTING SUMMARY SHEET.
TREE PRESERVATION CONSTRUCTION SPECIFICATIONS:
1. BEFORE BEGINNING WORK,THE CONTRACTOR IS REQUIRED TO MEET WITH THE CITY OR AUTHORIZED AGENT AT THE SITE TO REVIEW ALL
WORK PROCEDURES, ACCESS ROUTES,STORAGE AREAS,AND TREE PROTECTION MEASURES.
2. TEMPORARY FENCES SHOULD BE ERECTED TO PROTECT TREES TO BE PRESERVED. FENCES DEFINE A SPECIFIC PROTECTION ZONE FOR
EACH TREE OR GROUP OF TREES. FENCES ARE TO REMAIN UNTIL ALL SITE WORK HAS BEEN COMPLETED. FENCES MAY NOT BE RELOCATED OR
REMOVED WITHOUT THE WRITTEN PERMISSION OF THE CITY OR AUTHORIZED AGENT.
3. CONSTRUCTION TRAILERS AND TRAFFIC AND STORAGE AREAS MUST REMAIN OUTSIDE THE TREE PROTECTION ZONE AT ALL TIMES.
4. ALL UNDERGROUND UTILITIES AND DRAIN LINES SHALL BE ROUTED OUTSIDE OF THE TREE PROTECTION ZONE. IF LINES MUST TRAVERSE
THE PROTECTION AREA,THEY SHALL BE TUNNELED OR BORED UNDER THE TREE.
5. NO MATERIALS,EQUIPMENT,SPOIL OR WASTE OR WASHOUT WATER MAY BE DEPOSITED, STORED, OR PARKED WITHIN THE TREE PROTECTION ZONE.
6. COORDINATE WITH CITY PRIOR TO PERFORMING ADDITIONAL TREE PRUNING REQUIRED FOR CLEARANCE DURING CONSTRUCTION MUST BE PERFORMED
BY A QUALIFIED ARBORIST AND NOT BY CONSTRUCTION PERSONNEL.
7. ANY HERBICIDES PLACED UNDER PAVING MATERIALS MUST BE SAFE FOR USE AROUND TREES AND LABELED FOR THAT USE. ANY PESTICIDES
USED ON SITE MUST BE TREE -SAFE AND NOT EASILY TRANSPORTED BY WATER.
8. IF INJURY SHOULD OCCUR TO ANY TREE DURING CONSTRUCTION,IT SHOULD BE EVALUATED AS SOON AS POSSIBLE BY THE CITY OR AUTHORIZED AGENT
SO THAT APPROPRIATE TREATMENTS CAN BE APPLIED.
9. ANY GRADING,CONSTRUCTION.DEOOLITION OR OTHER WORK THAT IS EXPECTED TO ENCOUNTER TREE ROOTS MUST BE MONITORED BY THE
CONSULTING ARBORIST.
/0. ANY ROOTS DAMAGED DURING GRADING OR CONSTRUCTION SHALL BE EXPOSED TO SOUND TISSUE AND CUT CLEANLY WITH A SAW.
ll.
IF TEMPORARY HAUL OR ACCESS ROADS MUST PASS OVER THE ROOT AREA OF TREES TO BE RETAINED, A ROAD BED OF 6 INCHES OF MULCH OR
GRAVEL SHALL BE CREATED TO PROTECT THE SOIL. THE ROAD BED MATERIAL SHALL BE REPLENISHED AS NECESSARY TO MAINTAIN A 6 -INCH DEPTH.
PREPARED IN THE OFFICE OFo
■
im e orn
P.O. BOX 33068 — RALEIGH, NORTH CAROLINA 27636 -3068
PHONE. [phone] FAX. [phone] PE No. F -0102
EROSION CONTROL PLAN
INOMPLEIrE PLAN$
DO NOT USE FOR Rd W ACQUISITION
PR-ELIMINAkY PLAN$
DO NOT USE FOR CONSTRUCTION
O 0 20
PROJECT-.
JOB NUMBER:
LEGEND
(APPLIES TO ALL SHEETS)
LIMITS OF DISTURBANCE
(LABELED ON PLANS)
CONSTRUCTION LIMIT C F
TEMPORARY SILT FENCE
(SEE DETAIL SHEETS)
TREE PROTECTION FENCE TPF
(SEE DETAIL SHEETS)
TEMPORARY CONSTRUCTION
ENTRANCE (SEE NCDOT STD 1607.01)
TEMPORARY ROCK SILT CHECK DAM,
TYPE A (SEE NCDOT STD 1633.01)
SPECIAL STILLING BASIN
( NCDOT STD 1630.061
WATTLE CHECK
(SEE DETAIL SHEETS)
STORM DRAIN INLET PROTECTION
(SEE DETAIL SHEETS) Ej
SPECIAL SEDIMENT CONTROL FENCE/
SILT FENCE OUTLET
(SEE DETAIL SHEETS)
EXISTING CONTOUR
PROPOSED CONTOUR 45
SOUTH TAR RIVER GREENWAY,
PHASE 3
0 12654005
(EB -5539)
SHEET NUMBER:
FC- 1

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NOTE: SLOPES ON THIS PROJECT ARE PRIMARILY 2:1.
CONTRACTOR SHALL PROVIDE SOIL STABILIZATION
ON ALL SLOPES WITHIN 7 DAYS OR AS REQUIRED BY
NPDES GENERAL STORMWATER PERMIT. REFER TO
CROSS SECTIONS AND MATTING SUMMARY SHEET.
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LIMITS OF DISTURBANCE (TYP) �PS�MEN � -, " ¢ — _ — __ _- - - - - _ - - � - - -
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AUTHORITY
DB H -37, PG 629
DB 1 -37, PG 1
PARCEL 38249
NC PIN 4678 -52 -7954
PREPARED IN THE OFFICE OFo
PROJECT-
INOM�LF11'E PL.�N$
0 0 SOUTH TAR RIVER GREENWAY,
EROSION CONTROL P LAN DO NOT M USE N x,w ACQUISITION
^{ R
REV. No.e REVISION: DATE: DRAWN BY: CHECKED BY: PHASE V ( E LJ - 5 5 3 9 )
PRELI�II�T.�R,Y PLA�T$
This document, together with the concepts and designs presented herein, as an instrument of service, is DO NOT uSF FOR CONSTRUCTION
intended only for the specific purpose and client for which it was prepared. Reuse of and improper
reliance on this document without written authorization and adoption by Kimley -Horn and Associates, lnc, P.O. BOX 33068 - RALEGH9 NORTH CAROLINA 27636 -3008 roe NUMBER: SHEET NUMBER:
_gall be without liability to Kimley -Horn and Associates, Inc,
Copyright Kimley -Horn and Associates, Inc,, 2014 PHONE-. (9 19) 677 -2000 FAX-. (9 19) 677 -2050 PE NO, F -0102 012654005 EC -2

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PRELIMI�T.�RY §T FL.�NQ ELM III
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reliance on this document without written authorization and adoption by Kimley -Horn and Associates, lnc, P.O. BOX 33068 - RAEEIGH NORTH CAROLINA 27636 -3008
,gall be without liability to Kimley -Horn and Associates, Inc, 9 JOB NUMBER: SHEET NUMBER:
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IN WETLAND AREAS AND OTHER LOW AREAS TO LIMIT IMPACTS.
3. CONTRACTOR TO DEWATER EXCAVATED AREAS AS NEEDED USING IMPERVIOUS
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-gall be without liability to Kimley -Horn and Associates, Inc, 5
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shall be Kimley -Horn and Associates, Inc, 9 JOB NUMBER: S -E-T NUMBER:
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shall be Kimley -Horn and Associates, Inc, 9 JOB NUMBER: S -E-T NUMBER:
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P.O. BOX
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- RALEIGH NORTH
CAROLINA
27636 -3068
JOB NUMBER:
s -LET NUMBER:
shall be without liability to Kimley -Horn and Associates, Inc,
Copyright Kimley -Horn and Associates, Inc., 2014
PHONE-
(9
19)
9
677 -2000 FAX. (9 19)
677 -2050
PE N0, F -0102
0 12654005
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ARING AND GRUBBING. INSTALL \ . won oft
EST /5 SY FF ILT FENCE ND TOP OF CUL RTS / / ° / / �11 — — i
N/F X
JOHN PA Al
GE HEIRS � �� \ \
DB C -11, PG 84
PARCEL 17526
NC PIN 4678.73 -843
1S 10
1�1
1P
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BRIDGE AND CULVERT EROSION CONTROL PHASING:
N,6
,N%
,°°
ELEANOR CHERRY - \
HAGANS
MB 10, PG 35
PARCEL 09,115 \ \ \
C PIN 4678 -73 -8257
1. CONTRACTOR TO INSTALL ALL EROSION CONTROL MEASURES BEFORE ANY
CLEARING AND GRUBBING IS PERFORMED.
2. CONTRACTOR TO ACCESS BRIDGE AND CULVERT LOCATIONS USING PROPOSED
GREENWAY PATH FOOTPRINT. USE MUD MATS (SEE EROSION CONTROL DETAILS)
IN WETLAND AREAS AND OTHER LOW AREAS TO LIMIT IMPACTS.
3. CONTRACTOR TO DEWATER EXCAVATED AREAS AS NEEDED USING IMPERVIOUS
DIKES, SPECIAL STILLING BASINS, AND BYPASSING PUMPING.
4. AFTER BRIDGE AND CULVERTS ARE SET, CONTRACTOR IS TO STABILIZE ALL
'000, DISTURBED AREAS AND STREAM BANK SLOPES USING EROSION CONTROL MATTING,
SEEDING (SEE SHEET EC -18), AND MULCH TO MAINTAIN A VIGOROUS,
DENSE, VEGETATIVE COVER.
PIPES SHALL BE INSTALLED IN THE DRY (WITH A MIN. 3 DAYS OF DRY WEATHER DURING
INSTALLATION) OR PROVIDE COFFER DAM AND PUMP AROUND. COFFER DAM DETAIL MUST BE
SUBMITTED FOR APPROVAL PRIOR TO CONSTRUCTION. COFFER DAM IS INCIDENTAL TO CULVERT
INSTALLATION
�j
a
TEP-El IS IN (TYP)
- �'BYFXSS EXISTI/y 3 DRAINAGE /
EXI IN PE NENT EXISTIN� RMAN T' / \I,D�Ta �XlVlN�\RAINWAY
DRAINAGE E SE
UTI IT EMENT /
(D 6, PG 437) \(R/W BOO' j / / / / </ / ♦ //
070 -�D
INSTALL 2GI
J8 W/ STEPS STD 840.66
EA N -I'
222 iT7 tN= ,23'
• cd
Ll!✓'tIT�'OF DISTUR YP1
v L_1 SS EXISTING RAINAG\ = z /
% /R!1,EXI�TING AINWAY \ �/� .
W/ TWO FES RC . ,�►.
_
/l A/N —L2— 17.7' RT
INv T = 10.5,
cL A 54 +50 —L2— 19.5' RT '
�o� z S =, 2✓/. '
i � v
-� INSTALL ROCK SILT
/ CHECK, TYPE A
GRATE STD 0.
00 00� STA55 +73 -L2— 9.5' RT
TOP = 16.0'
1W IN (EXIST 15' RCP) = 12.8'
1W OUT = 9.3' BOG I
O�QP�\,�
0-0 / •�•
I / 070 •1�� QO
INSTALL INLET\ s� 1
PROTECTION (TYF°�
PREPARED IN THE OFFICE OFo
PROJECT°
o Lo SOUTH TAR RIVER GREENWAY,
INOOMPLETE PLAN$ r
EROSION CONTROL PLAN
DO NOT USE FOR Rd W ACQUISITION
REV. No.e REVISION: DATEe DRAWN BY: CHECKED BY: PHASE 3 (E 6 - 5 5 3 9 )
PRELIMIl\T.�RS��T FLI.�N$
This document, together with the concepts and designs presented herein, as an instrument of service, is i m e orn
intended only for the specific purpose and client for which it was prepared. Reuse of and improper
reliance on this document without written authorization and adoption by Kimley -Horn and Associates, Inc, P.O. B\ 33068 - RAEEI6H NORTH CAROLINA 27636 -3068
shall be without liability to Kimley -Horn and Associates, Inc, 9 JOB NUMBER: SHEET NUMBER:
Copyright Kimley -Horn and Associates, Inc., 2014 PHONE. [phone] FAX. [phone] PE N0, F -0102 0 12654005 LC -7

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NOTE: SLOPES ON THIS PROJECT ARE PRIMARILY 2:1. / �I
CONTRACTOR SHALL PROVIDE SOIL STABILIZATION /
1
ON ALL SLOPES WITHIN 7 DAYS OR AS REQUIRED BY
NPDES GENERAL STORMWATER PERMIT. REFER TO / I CALVIN BECKETT HEIRS
CROSS SECTIONS AND MATTING SUMMARY SHEET. / / 1 DMB 3, PG 188
/ 1 PARCEL 01305
NC PIN 4678 -83 -3326
TAR RIVER 'ST / 1
/ 44 ATCH LINE -L2 - STA 63 f
4' So (SEE SHEET
RIP '� ° D D ssy
�i " MITS OF DIS BANC (TYP) 1 l y I I I I 1
o ° D D U� \ \ TY
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CONIC GU RAIL D D(( 1D(IT'' / l
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IN / ,�! L EROSION ('ONTR(t MAT7�NG
L2 STA 60 126 TO 64-23 (LT) V A m X 5CLF
/ v- // ✓ � W I SEE SHEET } EC -17 � l �V A � x
a \
LIMITS OF DISTURBANCE (TYP)` / A ��
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� INSTALL SILT FENCE \ � � � � � RIVERDALE
/ INSTALL REINFORCE SUB - DIVISION
CONC GUARDRAh l� v 2' FROM CONSTRUCTIO4 -SILT NCE tTYP) l \\X\
A
BLOCK X
L19ITS (Ti P) I r x MB 3, PG 188
INST L IROGK SILTH C�ECK,TYP& A ( x
m EXISTING 30' PE#WANEN I x
AT ALL 'DRAINAGE OUTLETS D(�IRING / w
UTILITY EASEMENT
\ � CLEARING AND GRUBBING. lNS 77' ALL I
1 ca I cI u I II I yvl\ \ v V v (DB 2909, PG 474) II
SILT � E QF4� S 4'CLF CONIC GUARDRAIL AFTER PIPE /_5 INSTALLED (TYP)
\
CLASS 'B' RIP RAP
\ � \ �� O�
I I Ial I I I I I TC= 27.42,E \ �\ _ OUTLET PROTECT/ x
OUT = 21.92' �� ` \\ \ �� \ \ \ EST 3 TONS
m I \ �, VAv v A v v v ' �c EST 8 SY FF �� III X INSTALL E NTHOL MATTING
r a I III 1 h I \� Q` v �� �A v 44 / L2 STA 62 -8 TO 63 -17 (RT)
4
�% \ \\ c\ \ -- SEE SHEET EC 17
� \ I 1
I
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x
a u w
\ I 1 \ \ o cD
x '
MATC/� L� _ �_ I \� \\ �� \ ` \ \ i 11' / ia- NSTALL J HOOK D R Of °m
.�\ 1 �� I x SILT FENCE AS E DED T IFFUSF-o
NE L2 STA 58fpp (SEE SHEET EC- \� Low ALONG SILT F NCE (TY )
7l �' v 1 `,.,
\ o
_ I x
8' RCP � � y � / / � 1 � �
TIT
24" FORCE 4AIN EXIST R/W , \ 1 l .22'
TOP = 2.5'( APPROx.) — '° / �. OUT =30. 7'
46 LF - 18" RCP -IV V — BYPASS EXIST /\ b �GE � EXIST R/W
/ T 0 FES INTO; EXIS lNG DRAINA'Y
\ T
VV V� 1 /
INV IN = ll2' > N TAL ?QCK �S LT H/FCK TYP
STA.61 +88 —L2— I I A �/ — STUTZ STREET
INV OUT = 8.7 \\ I / J 40 PUBLIC R
S= +73 -L2- 24.2'1 \V A � 1 I �W�
;NQv�
ss
/ ICULVERT EROSION CONTROL PHASING:
1. CONTRACTOR TO INSTALL ALL EROSION CONTROL MEASURES BEFORE ANY R =34.11 ' ss-
CLEARING AND GRUBBING IS PERFORMED. IN(S) -2 .91' �-
2. CONTRACTOR TO ACCESS CULVERT LOCATIONS USING PROPOSED OUT = ^0.81' _ CO
GREENWAY PATH FOOTPRINT. USE MUD MATS (SEE EROSION CONTROL DETAILS) I Q
IN WETLAND AREAS AND OTHER LOW AREAS TO LIMIT IMPACTS.
3. CONTRACTOR TO DEWATER EXCAVATED AREAS AS NEEDED USING IMPERVIOUS \ _
DIKES, SPECIAL STILLING BASINS, AND BYPASSING PUMPING.
4. AFTER CULVERTS ARE SET, CONTRACTOR IS TO STABILIZE ALL DISTURBED AREAS V \
AND STREAM BANK SLOPES USING EROSION CONTROL MATTING, I
SEEDING (SEE SHEET EC -18), AND MULCH TO MAINTAIN A VIGOROUS,
DENSE, VEGETATIVE COVER. \ JI
/ M \
PIPES SHALL BE INSTALLED IN THE DRY (WITH A MIN. 3 DAYS OF DRY WEATHER DURING
INSTALLATION) OR PROVIDE COFFER DAM AND PUMP AROUND. COFFER DAM DETAIL MUST BE
SUBMITTED FOR APPROVAL PRIOR TO CONSTRUCTION. COFFER DAM IS INCIDENTAL TO CULVERT j
INSTALLATION "d
PREPARED IN THE OFFICE OFo
PROJECT°
INOME FOR R E ACQUISITION PLANS
0 0 20 SOUTH TAR RIVER GREENWAY, USE E R O S I O N C O N T R O L P LAN °° N®T M N '�/ W A °�°'s'A
REV. No.e REVISION: DATE° DRAWN BY: CHECKED BY: PHASE 3 (E B — 5 5 3 9 )
PRELIMII\T.�RY §T FI..�NQ ELM N
This document, together with the concepts and designs presented herein, as an instrument of service, is i m e orn
intended only for the specific purpose and client for which it was prepared. Reuse of and improper
reliance on this document without written authorization and adoption by Kimley -Horn and Associates, lnc, P.O. B\ 33068 - RAEEIGH NORTH CAROLINA 27636 -3008
,gall be without liability to Kimley -Horn and Associates, Inc, 9 JOB NUMBER: SHEET NUMBER:
Copyright Kimley -Horn and Associates, Inc., 2014 PHONE. [phone] FAX. [phone] HE No, F -0102 0 12654005 EC -8

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{_ V (] I U) N/F
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W SIMMONS- WRIGHT
Ill DB 2672, PG 183 (� N/F CLEMONS
)— U WATER AT— MB 3, PG 188 �Y MB 3, PG 188
EDGE PARCEL 08013 , — • F- MARY FREEMAN HEIRS PARCEL 17570
W � MB 3, PG 188
Cn J TIME O SURVEY � . � � . � . • — • � • W � PARCEL 08009 NC PIN 4678-83-7393
Q�
(()3-15-2014)
NC PIN 4678 -83 -5342 _
_ \ ♦ • I •' N/F "� °r° NC PIN 4678 -83 -7342
\ U) m / SHAVAUN CO VERT EX STING CB o
z _ I SIMMONS - WRIGHT T JB W1 I�H COVER CO
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_ _ / DB 2672, PG 183 �lH COVER DETAIL 614.03
N/F 5 / / j _ - i PARCEL 9928
MB ST 77 +52 L J G8 RT
E
°O NC PIN 4678 83 6259 Tf)P = 39.8'
I
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N/F
GRAND VENTURES, LLC
DB 901, PG 589
MB 3, PG 188
PARCEL 14445
/ NC PIN 4678 -83 -8333
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CALVIN BECKETT HEIRS -
DB 2909, PG 474 INSTALL EROSION CONTROL MATTING _ �' c 1 / / / //� � o /W IN (EI = 3 - NOTE: SLOPES ON THIS PROJECT ARE PRIMARILY 2:1.
00 MB 3,
PG 188 -L2 STA 60 +26 TO 64 +23 (LT) — ��
I PARCEL 01305 "' � — _ ' INV IN (S) = 3 O
SEE SHEET EC -l7 0 1 _ / ��/ / /// — \ . __� I I /
V NC PIN 4678 -83 -3326 _ / / �� ; -� �� S ; lNV OUT = 33 �. CONTRACTOR SHALL PROVIDE SOIL STABILIZATION
\ IN TALL�C2 REINFORCED `�� -- _ ON ALL SLOPES WITHIN 7 DAYS OR AS REQUIRED BY
L \ / \ \ — INSTALL SILT FENCE NPDES GENERAL STORMWATER PERMIT. REFER TO
/ , SlL —_ENS- AS NEED isF /� / / , /j / j //i \� FROM CONSTRUCTION
�I (TYP7 n'\ \ /�i LIMtT�TYP) 1sBD I I\
_ _ _ 1SBL CROSS SECTIONS AND MATTING SUMMARY SHEET.
- — —
/�
co
LQ
R= 39.05' /
W L R­=3_4_-QT
r^ r IN(S) =33. 40'
I i
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/� EIP BENT 4LINV= 19.75' ; f
LQ
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- — _ _ _ - — - _ — _ — -- — — — — — — — \ �� — WM 0906 00 ; 40.00 / 40.00' 40(, p
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— — — O
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C
N R= 37.23' / / 0 0 4 LF - 15' RCP -IV
rLINV= 19.63' 8 "DIP
• — . _ _ . — INSTALL ss.
500 YR\ `NLET rWV 4" UNK PER GIS j
ROTECTION W _ T 4" 6leIK PER GIS
( YR) RETAIN EXIST R= 39.22' -1 W
R= 36.62' INSTALL INLET
PROPOSED CB (49.5' PUBLIC R /W
I our 24 RCP _PROTECTION (T) OUT333.32' DETAIL 6/0 .02 & 6/4.0 ?
0
l2 LF -l5" RCP-1V STA77 +52 -L3- 8. �— — — J
--
V \ : 090 S =8.3% — _ u
_ ' - - - -_ -P = ' - o _
TOC 39.7
Q _ = 3 V
RE E EXIST 15" P STA +8/ -L2- l4B' OT — - - - _- \ _ — Z � _ -
EXIST R/W DETAIL 610.02 & 614DI 15 "RCP 15 "RCP - -- 1
CBMA�I iD SYSTE I
INSTALL GR 4VEL REMOVE EXISTING CBT'
CONSTRUCT ON AN DREPLA E WITH
ENTRANCE DETAIL 613.01 WISTEPS
DETAIL 615.0/
ST A 64 +8/ -L2- 05' LT
TOP =36.3'
INV /N(E) =317
lNV IN (S)=3 /.T
INV OUT =316'
TOC =3 .9
INV /N 32.8
INV OU =32.7
0 20 LF 5' R� =i = 37.60'
S -75/. UT= 35.10'
R=37.55 1 SB[
q- I NV= 32.55'
RETAIN
W�
W
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M
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Q -
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MB 3, Ill 188
6'CLF
4'CLF-
TC= 39.12'
OUT =35.61
1SBD
W -3:
W
� m
U) U
U J
m
J �
00
U `J
TC= 39.05'
OUT = 34.70'
PIPES SHALL BE INSTALLED IN THE DRY (WITH A MIN. 3 DAYS OF DRY WEATHER DURING
INSTALLATION) OR PROVIDE COFFER DAM AND PUMP AROUND. COFFER DAM DETAIL MUST BE
SUBMITTED FOR APPROVAL PRIOR TO CONSTRUCTION. COFFER DAM IS INCIDENTAL TO CULVERT
INSTALLATION
MB 3, P 188
PREPARED IN THE OFFICE OFo PROJECT-
0 0 r Lo SOUTH TAR RIVER GREENWAY,
IN'OMPLETE PLAN$
EROSION CONTROL PLAN DO NOT USE FOR Rd W ACQUISITION
REV. No.e REVISION: DATEe DRAWN BY: CHECKED BY: PHASE 3 (E 6 - 5 5 3 9 )
PRELIMI�T.�RS(�T FLI.�N$
This document, together with the concepts and designs presented herein, as an instrument of service, is im e orn
intended only for the specific purpose and client for which it was prepared. Reuse of and improper
reliance on this document without written authorization and adoption by Kimley -Horn and Associates, Inc, without liability to K P.O. BOX 33068 - RALEIGH NORTH CAROLINA 27636 -3068
shall be imley -Horn and Associates, Inc, 9 JOB NUMBER: S -E-T NUMBER:
Copyright Kimley -Horn and Associates, Inc., 2014 PHONE. [phone] FAX. [phone] PE N0, F -0102 0 12654005 LC -9

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INSTAL ROCK SILT CHECK ,TYPE A�
AT ALL AINAGE OUTLETS DURING
MATCH LINE —L3— STA 79 +00 (SEE SHEET EC -9) CLEARING D GRUBBING, INSTALL
SILT FENCE ROUND TOP OF CULVERTS
3 O JESSIE GRIMES HARRIS F ! \ AFTER PIPE INSTALLED (TYP)
a DB 176, PG 778 CLASS 'B' RIP R
II ; MB 3, PG 188 OUTLET PROTECTION F
I I pp I wl PARCEL 09249 E TONS INSTALL EROSlO CONTROL MATTING
�� - -- - - -- - °------ - - - - -- --- ------- --------------- - - - - -- -- PIN ----- -- --- ----------------- - - - - °- EST -B ---- FF ------ - --- +� - - - -- -- - - - - -- - - - - -- - - -- -STA 8/f26 - _8/f69 (LT) -------------------------
78 OUTLET CUSS 'B' RlP RAP--------- -
1 SBD I rn / 24 LF �l8 C I'Cp �� Y R_ OUTLET PROTECT /ON T�
I / z V� 7`fN0 FES _ „
/ /y�V /N, 3/.4j / loo E T� 6 SY TONS BYPASS E TING DRAIN21-
INSTALL HooK / STA8/450� -L3- lt,G'fi� l INTO Exlsrl DRAINw
AND REINFORCED / l,,/ OUT = 27,x'' = �F
SILT FENCE (T> ^P) -
I STA81f50 -L3-\ l .4 LT _ - ���`f, i ,- 48 LF - l ' CP -lV y�/ FES
I ( S 13.x% A V — � 1W OUT '
E
' �� i R= 33.31' STABl +76 -L3- .l' LT
E _ E - rill S = 2.7/. ♦ ,c.
I
24'RC -- - - -,- -- - - - - - -- - -', - - - THEE NS COMPANY"' O
DB K- PG 439 ♦ -yL
A G \ MB 3, 188
0 0 0 \ PARCEL 2 0
NC PIN 4678 -83- 3
F L M TS OE T
NAD 83
NOTE: SLOPES ON THIS PROJECT ARE PRIMARILY 2:1.
CONTRACTOR SHALL PROVIDE SOIL STABILIZATION
ON ALL SLOPES WITHIN 7 DAYS OR AS REQUIRED BY
NPOES GENERAL STORMWATER PERMIT. REFER TO
CROSS SECTIONS AND MATTING SUMMARY SHEET.
• 49
�- DISTURBANCE
' E;
R= 41.90 — F — - ' ` `
HUDSON STREET _P —
(40' PUBLIC RAW) I I \p S05 °18'17 "W 125.4 _ - - - - -- - — — S05° '1��-W- -- - -- - - - - - - °� - - -- -- - -- --- - - - - -- — ---- °,
X_ --_ -� - -�- - °-
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< ET - %j 10 4 SYSTEM \ \ _� _— g R; —o Spp yR• ` l�
12'RCP I // yr \ INSTALL SLT FENCE l - - - ��- - - - -o o m J
\ 21 FROM CON T UCH N INSTALL IN LT �� '
R- 41.77' 1SBD \ LJMITS (TYf6)C x BYPASS EXISTING DRAINAGE '� PROTECTION (TY R � R =32.87 �♦ ♦ LILLIAN WHITE
INTO EXISTING DRAINWAY
EXIST RAN N IN(1'4 ")= 39.42' \ INSTALL GRAVEL \ INV =17.17' tt� �� �6� ♦ FREEMAN EDWARDS
�. IN 18 = 35.77' __ 1 _ ♦ DB U -36, PG 377
I ouT35.67' CONSTRUCTION \ \ - - �OAQI IA & LUCINDA - - - 1003 \ ? -_ �� MB 3, PG 188
TC= 42.21' YNTRANCE \ 1SBD 1002 ♦ PARCEL 06784
OUT = 39.71' \
X M ILLAN � �\ � ♦ NC PIN 4678 -93 -0514
� \ MILDRED ELLIOfi
DB 208�� 772 PROPOSED CB
C MB G 188 \ \ PARCEL 2%493 I a DETAIL 610.02 & 614.01 \ �.
z o o PARCEL 28156 \ NSA L WATTLES SPECIAL LATERAL 'V' DITCH NC PIN 4678 -83 -9384 w o STA82+24 - -L3- 3/.7' RT I
I o NC PIN 4678 -83 -9283 I o
AS NEEQED TO SEE DETAIL 21 CD -3 PROPOSED CB TOC = 339 \ '�
I \ STABILIZE ,SWALE EST 25 SY PSRM ; DETAIL 610.02 & 614.01\
INSTALL ROCK SILT 'HECK, TYPE A �� BJf�� L3- 33.1 RTC 0 28 LF - 15' RCP -lV
RIVERDALE
lW IN (N) = 30J'
SUB - DIVISION
lNV OUT 30.0'
N S05'1 8'17 "W
MB 3, PG 188 15' RCP CONTRACTOR TO
11) = 303 REMOVE EXISTING \ '
6'TERRA COTTA R _ SEDIMENT FROM JOSIE MARIE HOPKINS
TOP = 22.2 ROX.) ROADBED
RIVERDALE I �- - - - - ♦ DB V-42, PG 113'
13, PG 188
CULVERT EROSION CONTROL PHASING: SUB - DIVISION e i I \ \ ♦ PARCEL 013 6
BLOCK J \ \ ♦ NC PIN 4678 -93 -0554
MB 3, PG 1$8 STAGING, STORAGE, STOCKPILE, \ `
1. CONTRACTOR TO INSTALL ALL EROSION CONTROL MEASURES BEFORE ANY o� I x AND CONCRETE WASHOUT AREA \ - \ •`
CLEARING AND GRUBBING IS PERFORMED. w Elf
INSTALL GRAVEL- GONSTRUCTIOAL- \
2. CONTRACTOR TO ACCESS CULVERT LOCATIONS USING PROPOSED 1SBD \ 1 > U I ENTRANCE AT PROPOSED DRIVEWAY--,, , •� Ec����
GREENWAY PATH FOOTPRINT. USE MUD MATS (SEE EROSION CONTROL DETAILS) Q _ FOR TRAILHEAD PARKING LOT i NEE
X m "(
a? \ E S
IN WETLAND AREAS AND OTHER LOW AREAS TO LIMIT IMPACTS. o, - Z S05 °18'1 7 "W � E
3. CONTRACTOR TO DEWATER EXCAVATED AREAS AS NEEDED USING IMPERVIOUS \ v~i I LaL a 4h. Q QO �S
DIKES, SPECIAL STILLING BASINS, AND BYPASSING PUMPING. w �i > z
4. AFTER CULVERTS ARE SET, CONTRACTOR IS TO STABILIZE ALL DISTURBED AREAS \ ' Q 0 0 ? - - -- -NtF
m * f MARY FREEMAN HEIRS
AND STREAM BANK SLOPES USING EROSION CONTROL MATTING v
� � � ^ DB U -36, PG 356 LI
SEEDING (SEE SHEET EC -18), AND MULCH TO MAINTAIN A VIGOROUS, o M ��-, I -A' MB 3, PG 188 11 A'�CH
Cn o PARCEL 20463 lyl f�
w DENSE, VEGETATIVE COVER. \ 1 CD NC PIN 4678 -93 -0593
PIPES SHALL BE INSTALLED IN THE DRY (WITH A MIN. 3 DAYS OF DRY WEATHER DURING \ l
INSTALLATION) OR PROVIDE COFFER DAM AND PUMP AROUND. COFFER DAM DETAIL MUST BE
SUBMITTED FOR APPROVAL PRIOR TO CONSTRUCTION. COFFER DAM IS INCIDENTAL TO CULVERT I \
OINSTALLATION 1
0
I I
PREPARED IN THE OFFICE OFe
PROJECT-
0 im e orn IpNO®1VIP LE'TE P® I.��T$
10 0 20 SOUTH TAR RIVER GREENWAY,
REV. No.: REVISION: DATE: DRAWN BY! CHECKED BY: EROSION CONTROL P LA N
This document, together with the concepts and designs 1PRELIbIIN.O Y pLION PHASE 3 (EB - 5539 )
g p g presented herein, as an instrument of service, is no NOT usa FOR CONSTRUCTION
intended only for the specific purpose and client for which it was prepared. Reuse of and improper
reliance on this document without written authorization and adoption by Kimley -Horn and Associates, Inc, P.O. BOX 33008 - RALEIGH NORTH CAROLINA 27636 -3008
shall be without liability to Kimley -Horn and Associates, Inc, 9 JOB NUMBER: SHEET NUMBER:
Copyright Kimley -Horn and Associates,. Inc„ 2014 PHONE. [phone] FAX. [phone] PE No, F -0 102 0 12654005 EC- 10

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REV. No.e REVISION: DATE: DRAWN BY: I CHECKED BYe
This document, together with the concepts and designs presented herein, as an instrument of service, is
intended only for the specific purpose and client for which it was prepared. Reuse of and improper
reliance on this document without written authorization and adoption by Kimley -Horn and Associates, Inc,
-gall be without liability to Kimley -Horn and Associates, Inc,
Copyright Kimley -Horn and Associates, Inc,, 2014
NOTE: SLOPES ON THIS PROJECT ARE PRIMARILY 2:1.
CONTRACTOR SHALL PROVIDE SOIL STABILIZATION
ON ALL SLOPES WITHIN 7 DAYS OR AS REQUIRED BY — TB— TB— TB------ TB��TB
NPDES GENERAL STORMWATER PERMIT. REFER TO —TB�TB
CROSS SECTIONS AND MATTING SUMMARY SHEET. —TB
�� TB
TB —
/ TB B TB T INSTALL ROCK SILT CHECK, TYPE A
lP � AT ALL DRAINAGE OUTLETS DURING
CLASS 'B' R _
Af'TB CLEARING AND GRUBBING. INSTALL 1
n Ae-e^ env nin n A n
rr F... '
DETAIL 6/0.05
ST A 89 +35 —L3— 10.T RT
CULVERT EROSION CONTROL PHASING: TOP = 162'
lNV OUT = 13.0' ,
CONTRACTOR TO INSTALL ALL EROSION CONTROL MEASURES BEFORE ANY
CLEARING AND GRUBBING IS PERFORMED.
CONTRACTOR TO ACCESS CULVERT LOCATIONS USING PROPOSED
GREENWAY PATH FOOTPRINT. USE MUD MATS (SEE EROSION CONTROL DETAILS)
IN WETLAND AREAS AND OTHER LOW AREAS TO LIMIT IMPACTS.
CONTRACTOR TO DEWATER EXCAVATED AREAS AS NEEDED USING IMPERVIOUS
DIKES, SPECIAL STILLING BASINS, AND BYPASSING PUMPING.
AFTER CULVERTS ARE SET, CONTRACTOR IS TO STABILIZE ALL DISTURBED AREAS
AND STREAM BANK SLOPES USING EROSION CONTROL MATTING,
SEEDING (SEE SHEET EC -18), AND MULCH TO MAINTAIN A VIGOROUS,
DENSE, VEGETATIVE COVER.
PIPES SHALL BE INSTALLED IN THE DRY (WITH A MIN. 3 DAYS OF DRY WEATHER DURING
INSTALLATION) OR PROVIDE COFFER DAM AND PUMP AROUND. COFFER DAM DETAIL MUST BE
SUBMITTED FOR APPROVAL PRIOR TO CONSTRUCTION. COFFER DAM IS INCIDENTAL TO CULVERT
INSTALLATION
PREPARED IN THE OFFICE OFo
■
imley)))Horn
P.O. BOX 33068 RALEIGH, NORTH CAROLINA 27636 -3068
PHONE. [phone] FAX-. (9 19) 677 -2050 RENO. F -0102
N84 °41'43 "W 125.00'
N/F
ISAAC A. ARTIS JR.
DB 466, PG 801
MB 3, PG 188
PARCEL 00627
NC PIN 4678 -93 -4453
EROSION CONTROL PLAN
INOMPLETE PLAN$
DO NOT USE FOR R/W ACQUISITION
PRELIMINARRY PLAN$
DO NOT USE FOR CONSTRUCTION
Yf�
36 VV
---_ 61.15
PROJECT-
JOB NUMBER:
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PHASE 3 (EB -5539)
SHEET NUMBER:
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NOTE: SLOPES ON THIS PROJECT ARE PRIMARILY 2:1.
CONTRACTOR SHALL PROVIDE SOIL STABILIZATION
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NPDES GENERAL STORMWATER PERMIT. REFER TO
CROSS SECTIONS AND MATTING SUMMARY SHEET.
BZ 2
IM
0
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BZ 2 CLASS 'B' RIP RAP
OUTLET PROTECTION
+ EST 3 TONS
BZ 2 + FLOODWAY / EST 8 SY FF
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_ _ EXISTING 18'C40 AND
r A_ + % T AA L' ROCK SI 0 TLECK,T YPEI A 18" DIP AND REPLACE _
+ L( W1 28' - l8' RCP -IV AND FES
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1 � - - - - - -� - - -- — ._._._._.�•� �� T F DISTURBANCE TYP
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-- - _ - sL . — - -- • '� �, PROPOSED
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— F2�31.83' — — E
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— \ / DB H -13, PG 16 /E -IN EX 18 "C4iA 1203 R= 47.84'
r OUT= 42.21'
MB 15, PG 7 1 �
PARCEL IN= 44.64'
N/F NC PIN 4688 -03 -3-03-3
648
VIRGINIA CAROLINAS 1 CO
LAND CORPORATION
DB H -13, PG 16
MB 15, PG 7
PARCEL 33857
NC PIN 4688 -03 -3648
N87 °36'24 "E 489.51'
/ PARK AVENUE
(CITY STREET)
1Sgp
RE- ARRANGEMENT OF PROPERTY
W.G. DUNN & GODFREY r) OAl
LOTS 1 -2 -3 -4 IN BILK 9 GREENVILLE
HEIGHTS SUB -DIV
MB 3, PG 324
0
CULVERT EROSION CONTROL PHASING:
1. CONTRACTOR TO INSTALL ALL EROSION CONTROL MEASURES BEFORE ANY 1, i
CLEARING AND GRUBBING IS PERFORMED.
2. CONTRACTOR TO ACCESS CULVERT LOCATIONS USING PROPOSED 1 U —
GREENWAY PATH FOOTPRINT. USE MUD MATS (SEE EROSION CONTROL DETAILS) _-:�
IN WETLAND AREAS AND OTHER LOW AREAS TO LIMIT IMPACTS. �; m
3. CONTRACTOR TO DEWATER EXCAVATED AREAS AS NEEDED USING IMPERVIOUS
DIKES, SPECIAL STILLING BASINS, AND BYPASSING PUMPING. _
4. AFTER CULVERTS ARE SET, CONTRACTOR IS TO STABILIZE ALL DISTURBED AREAS
AND STREAM BANK SLOPES USING EROSION CONTROL MATTING, I O
SEEDING (SEE SHEET EC -18), AND MULCH TO MAINTAIN A VIGOROUS,
DENSE, VEGETATIVE COVER. '
PIPES SHALL BE INSTALLED IN THE DRY (WITH A MIN. 3 DAYS OF DRY WEATHER DURING
INSTALLATION) OR PROVIDE COFFER DAM AND PUMP AROUND. COFFER DAM DETAIL MUST BE
SUBMITTED FOR APPROVAL PRIOR TO CONSTRUCTION. COFFER DAM IS INCIDENTAL TO CULVERT
INSTALLATION
PREPARED IN THE OFFICE OFo
PROJECT-
INOMd�LE'I°E PLANS
C 0 20 SOUTH TAR RIVER GREENWAY,
EROSION CONTROL PLAN °° N®T USE N '�/ W ACQUISITION
REV. No.e REVISION: DATE° DRAWN BY: CHECKED BY: PHASE 3 (E B - 5 5 3 9 )
PRELIMII`T.�RY §T FL.�NQ
This document, together with the concepts and designs presented herein, as an instrument of service, is im e orn
intended only for the specific purpose and client for which it was prepared. Reuse of and improper
reliance on this document without written authorization and adoption by Kimley -Horn and Associates, lnc, PO BOX 33068 - RAEEIGH NORTH CAROLINA 27636 -3008
,`-gall be without liability to Kimley -Horn and Associates, Inc, P.O. 9 JOB NUMBER: SHEET NUMBER:
Copyright Kimley -Horn and Associates, Inc., 2014 PHONE. [phone] FAX. [phone] HE No, F -0102 0 12654005 EC- 12
+
:1
+
NOTE: SLOPES ON THIS PROJECT ARE PRIMARILY 2:1.
CONTRACTOR SHALL PROVIDE SOIL STABILIZATION
ON ALL SLOPES WITHIN 7 DAYS OR AS REQUIRED BY
NPDES GENERAL STORMWATER PERMIT. REFER TO
CROSS SECTIONS AND MATTING SUMMARY SHEET.
BZ 2
IM
0
a
z
BZ 2 CLASS 'B' RIP RAP
OUTLET PROTECTION
+ EST 3 TONS
BZ 2 + FLOODWAY / EST 8 SY FF
BZ 2 = GRADE TO DRAIN RE4iOVE 24' OF D
_ _ EXISTING 18'C40 AND
r A_ + % T AA L' ROCK SI 0 TLECK,T YPEI A 18" DIP AND REPLACE _
+ L( W1 28' - l8' RCP -IV AND FES
y. _ CLEARING AND GRUB ING. INSTALL INV OUT = 7.5' r
y ILT FENCE AROUND P OF CULVERTS �� ' STA94 +47 -L3- 18.2' LT z
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O INSTALL SkT FE�*CE k- + i_ 1, BYPASS EXISTING
1'
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�" �: t � �,, � DRAINAGE INTO EXISTING 1
I LIMITS (TYP) _ — —� �� V A\ DgA�Y� � W
- INSTALL EROSION CONTROL MATTING _ — \ - - - 1
-L5- ¢ STA 89 +75 TO 94 +24 (LT) - — — — 1- -- — — — /
L4j 1 �... SEE-'SHEE* EC -l* _ � - - 1, — - _ — - -- / l , -
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Q_ _ \ - - - _- _ -- - - - - -- - - - - - — - - - -
�� — �I�v�= 13.62'- 70 YR — _ — - i, - - _ - 69 --7707 ON \GYP)
— - — -- — - - — - - — —- --
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1 � - - - - - -� - - -- — ._._._._.�•� �� T F DISTURBANCE TYP
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-- - _ - sL . — - -- • '� �, PROPOSED
_ – – – - – – - — .� —� v• W
_ – • _ • tiles DETAIL 612.01 p
— F2�31.83' — — E
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—E VIRGINIA CAROLINAS \ INV IN (S) /6.511 + /-
)
V �� LAND CORPORATION 4NV OUT = 8.5'
— \ / DB H -13, PG 16 /E -IN EX 18 "C4iA 1203 R= 47.84'
r OUT= 42.21'
MB 15, PG 7 1 �
PARCEL IN= 44.64'
N/F NC PIN 4688 -03 -3-03-3
648
VIRGINIA CAROLINAS 1 CO
LAND CORPORATION
DB H -13, PG 16
MB 15, PG 7
PARCEL 33857
NC PIN 4688 -03 -3648
N87 °36'24 "E 489.51'
/ PARK AVENUE
(CITY STREET)
1Sgp
RE- ARRANGEMENT OF PROPERTY
W.G. DUNN & GODFREY r) OAl
LOTS 1 -2 -3 -4 IN BILK 9 GREENVILLE
HEIGHTS SUB -DIV
MB 3, PG 324
0
CULVERT EROSION CONTROL PHASING:
1. CONTRACTOR TO INSTALL ALL EROSION CONTROL MEASURES BEFORE ANY 1, i
CLEARING AND GRUBBING IS PERFORMED.
2. CONTRACTOR TO ACCESS CULVERT LOCATIONS USING PROPOSED 1 U —
GREENWAY PATH FOOTPRINT. USE MUD MATS (SEE EROSION CONTROL DETAILS) _-:�
IN WETLAND AREAS AND OTHER LOW AREAS TO LIMIT IMPACTS. �; m
3. CONTRACTOR TO DEWATER EXCAVATED AREAS AS NEEDED USING IMPERVIOUS
DIKES, SPECIAL STILLING BASINS, AND BYPASSING PUMPING. _
4. AFTER CULVERTS ARE SET, CONTRACTOR IS TO STABILIZE ALL DISTURBED AREAS
AND STREAM BANK SLOPES USING EROSION CONTROL MATTING, I O
SEEDING (SEE SHEET EC -18), AND MULCH TO MAINTAIN A VIGOROUS,
DENSE, VEGETATIVE COVER. '
PIPES SHALL BE INSTALLED IN THE DRY (WITH A MIN. 3 DAYS OF DRY WEATHER DURING
INSTALLATION) OR PROVIDE COFFER DAM AND PUMP AROUND. COFFER DAM DETAIL MUST BE
SUBMITTED FOR APPROVAL PRIOR TO CONSTRUCTION. COFFER DAM IS INCIDENTAL TO CULVERT
INSTALLATION
PREPARED IN THE OFFICE OFo
PROJECT-
INOMd�LE'I°E PLANS
C 0 20 SOUTH TAR RIVER GREENWAY,
EROSION CONTROL PLAN °° N®T USE N '�/ W ACQUISITION
REV. No.e REVISION: DATE° DRAWN BY: CHECKED BY: PHASE 3 (E B - 5 5 3 9 )
PRELIMII`T.�RY §T FL.�NQ
This document, together with the concepts and designs presented herein, as an instrument of service, is im e orn
intended only for the specific purpose and client for which it was prepared. Reuse of and improper
reliance on this document without written authorization and adoption by Kimley -Horn and Associates, lnc, PO BOX 33068 - RAEEIGH NORTH CAROLINA 27636 -3008
,`-gall be without liability to Kimley -Horn and Associates, Inc, P.O. 9 JOB NUMBER: SHEET NUMBER:
Copyright Kimley -Horn and Associates, Inc., 2014 PHONE. [phone] FAX. [phone] HE No, F -0102 0 12654005 EC- 12

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NC PIN 4688 -03 -3648 —
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- � —N82'2 64.59'
_ VIRGINIA CAROLINAS
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DB PG 16
15,
MB 15, PIG
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NC PIN 4688 -03 -3-03-3
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PARK AVENUE _
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DB 225, PG 748
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PARCItL 01922
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PREPARED IN THE OFFICE OFo
PROJECT-
0 0 Lo SOUTH TAR RIVER GREENWAY,
IN�MPLETE PLAN$ r
EROSION CONTROL PLAN
DO NOT USE FOR Rd W ACQUISITION
REV. No.e REVISION: DATEe DRAWN BY: CHECKED BY: PHASE 3 (E 6 - 5 5 3 9 )
PRELIMII\T.�RS��T FLI.�N$
This document, together with the concepts and designs presented herein, as an instrument of service, is im e orn
intended only for the specific purpose and client for which it was prepared. Reuse of and improper
reliance on this document without written authorization and adoption by Kimley -Horn and Associates, Inc, P.O. B\ 33068 - RA�E16H NORTH CAROLINA 27636 \068
shall be without liability to Kimley -Horn and Associates, Inc, 9 JOB NUMBER: S -EET NUMBER:
Copyright Kimley -Horn and Associates, Inc., 2014 PHONE. [phone] FAX. [phone] PE N0, F -0102 012654005 EC - 15
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MB 15, PIG
_ PARCEL
NC PIN 4688 -03 -3-03-3
648
PARK AVENUE _
ARK AVENUE °5 _
1SBD
JESSE MANNING EBRON
& VERNA FLEMMING
DB 225, PG 748
MB 1 PG 24
PARCItL 01922
NC PIN 4688 -03 -7538
PREPARED IN THE OFFICE OFo
PROJECT-
0 0 Lo SOUTH TAR RIVER GREENWAY,
IN�MPLETE PLAN$ r
EROSION CONTROL PLAN
DO NOT USE FOR Rd W ACQUISITION
REV. No.e REVISION: DATEe DRAWN BY: CHECKED BY: PHASE 3 (E 6 - 5 5 3 9 )
PRELIMII\T.�RS��T FLI.�N$
This document, together with the concepts and designs presented herein, as an instrument of service, is im e orn
intended only for the specific purpose and client for which it was prepared. Reuse of and improper
reliance on this document without written authorization and adoption by Kimley -Horn and Associates, Inc, P.O. B\ 33068 - RA�E16H NORTH CAROLINA 27636 \068
shall be without liability to Kimley -Horn and Associates, Inc, 9 JOB NUMBER: S -EET NUMBER:
Copyright Kimley -Horn and Associates, Inc., 2014 PHONE. [phone] FAX. [phone] PE N0, F -0102 012654005 EC - 15

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CULVERT EROSION CONTROL PHASING:
1. CONTRACTOR TO INSTALL ALL EROSION CONTROL MEASURES BEFORE ANY
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2. CONTRACTOR TO ACCESS CULVERT LOCATIONS USING PROPOSED
GREENWAY PATH FOOTPRINT. USE MUD MATS (SEE EROSION CONTROL DETAILS)
N79 °58'36 "W 145.00' IN WETLAND AREAS AND OTHER LOW AREAS TO LIMIT IMPACTS.
3. CONTRACTOR TO DEWATER EXCAVATED AREAS AS NEEDED USING IMPERVIOUS
DIKES, SPECIAL STILLING BASINS, AND BYPASSING PUMPING.
4. AFTER CULVERTS ARE SET, CONTRACTOR IS TO STABILIZE ALL DISTURBED AREAS
AND STREAM BANK SLOPES USING EROSION CONTROL MATTING,
SEEDING (SEE SHEET EC -18), AND MULCH TO MAINTAIN A VIGOROUS,
MAGGIE MN/F E STATON DENSE, VEGETATIVE COVER.
MB 1,'PG 24
PARCEL 18431
NC PIN 4688 -03 -6398
PIPES SHALL BE INSTALLED IN THE DRY (WITH A MIN. 3 DAYS OF DRY WEATHER DURING
INSTALLATION) OR PROVIDE COFFER DAM AND PUMP AROUND. COFFER DAM DETAIL MUST BE
SUBMITTED FOR APPROVAL PRIOR TO CONSTRUCTION. COFFER DAM IS INCIDENTAL TO CULVERT
INSTALLATION
INSTALL ROCK SILT CHECK, TYPE A
AT ALL DRAINAGE OUTLETS DURING
CLEARING AND GRUBBING. INSTALL
SILT FE CE AROUND TOP OF CULVERTS
AFTER F IPE IS INSTALLED (TYP)
N/F
MB 3, PG 35 T
PARCEL 12403
NC PIN 4688 -03 -9463
N/F
JIMMY L. JONES
DB H-37, PG 502
I
ELIZABETH ATKINSON HOPKINS
55
MB 1,'PG 24
PARCEL 11322
I NC PIN 4688 -03 -8319 I I
NOTE: SLOPES ON THIS PROJECT ARE PRIMARILY 2:1.
CONTRACTOR SHALL PROVIDE SOIL STABILIZATION
ON ALL SLOPES WITHIN 7 DAYS OR AS REQUIRED BY
NPDES GENERAL STORMWATER PERMIT. REFER TO
CROSS SECTIONS AND MATTING SUMMARY SHEET.
INJ �1. ruv wvoo - ,.r IJUI
N80 °25'18 "W 106.40'
N/F
MB 3'-P G 284
PARCEL 13554
NC PIN 4688 -13 -0487
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PREPARED IN THE OFFICE OFo
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INOOME FOR R E PL.®s�T
0 0 20 SOUTH TAR RIVER GREENWAY,
DO NOT USE FOR R// W ACQUISITION
REV. No.e REVISION: DATE° DRAWN BY: CHECKED BY: EROSION CONTROL P LAN >PRELIMINARY PLANQ PHASE 3 (E B - 5 5 3 9 )
This document, together with the concepts and designs presented herein, as an instrument of service, is DO N ®T USE FOR CONSTRUCTION
intended only for the specific purpose and client for which it was prepared. Reuse of and improper
reliance on this document without written authorization and adoption by Kimley -Horn and Associates, Inc, P.O. BOX 33068 - RAEEIGH NORTH CAROLINA 27636 -3008
,gall be without liability to Kimley -Horn and Associates, Inc, 9 JOB NUMBER: SHEET NUMBER:
Copyright Kimley -Horn and Associates, Inc., 2014 PHONE. [phone] FAX. [phone] HE No, F -0102 012654005 EC- A

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NOTE: SLOPES ON THIS PROJECT ARE PRIMARILY 2:1.
CONTRACTOR SHALL PROVIDE SOIL STABILIZATION
ON ALL SLOPES WITHIN 7 DAYS OR AS REQUIRED BY
NPDES GENERAL STORMWATER PERMIT. REFER TO
CROSS SECTIONS AND MATTING SUMMARY SHEET.
CULVERT EROSION CONTROL PHASING:
CONTRACTOR TO INSTALL ALL EROSION CONTROL MEASURES BEFORE ANY
CLEARING AND GRUBBING IS PERFORMED.
CONTRACTOR TO ACCESS CULVERT LOCATIONS USING PROPOSED
GREENWAY PATH FOOTPRINT. USE MUD MATS (SEE EROSION CONTROL DETAILS)
IN WETLAND AREAS AND OTHER LOW AREAS TO LIMIT IMPACTS.
CONTRACTOR TO DEWATER EXCAVATED AREAS AS NEEDED USING IMPERVIOUS
DIKES, SPECIAL STILLING BASINS, AND BYPASSING PUMPING.
AFTER CULVERTS ARE SET, CONTRACTOR IS TO STABILIZE ALL DISTURBED AREAS
AND STREAM BANK SLOPES USING EROSION CONTROL MATTING,
SEEDING (SEE SHEET EC -18), AND MULCH TO MAINTAIN A VIGOROUS,
DENSE, VEGETATIVE COVER.
PIPES SHALL BE INSTALLED IN THE DRY (WITH A MIN. 3 DAYS OF DRY WEATHER DURING
INSTALLATION) OR PROVIDE COFFER DAM AND PUMP AROUND. COFFER DAM DETAIL MUST BE
SUBMITTED FOR APPROVAL PRIOR TO CONSTRUCTION. COFFER DAM IS INCIDENTAL TO CULVERT
INSTALLATION
GATE
DITHARD PROPERTIES, LLC
l 3251, PG 373
PARCEL 28933
NC PIN 4688 -12 -3945
TAR RIVER
I GREENVILLE UTILITY
GREENVILLE UTILITY
COMMISSION
PARCEL 31462
NC PIN 4688 -13 -8022
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INOMd�LE'I°E PLANS K H C 0 20 SOUTH TAR RIVER GREENWAY,
EROSION CONTROL PLAN °° N®T USE N '�/ W ACQUISITION
REV. No.e REVISION: DATE° DRAWN BY: CHECKED BY: PHASE 3 (E B - 5 5 3 9 )
PRELIMI�T.�RY §T FL.�NQ
This document, together with the concepts and designs presented herein, as an instrument of service, is imle orn
intended only for the specific purpose and client for which it was prepared. Reuse of and improper
reliance on this document without written authorization and adoption by Kimley -Horn and Associates, lnc, P.O. BOX 33068 — RAEEIGH NORTH CAROLINA 27636 -3008
,gall be without liability to Kimley -Horn and Associates, Inc, 9 JOB NUMBER: SHEET NUMBER:
Copyright Kimley -Horn and Associates, Inc., 2014 PHONE. [phone] FAX. [phone] HE NO. F -0102 0 12654005 EC-l5

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CONC WALL CORE 4' DIA DRAIN HOLES IN
TAR RIVER EXISTING WALL AT 10'ON CENTER
TB TB TB TB TB TB TB FROM -L4- STA 124 +02 TO 124 +42
� �TB�TB
T�_ TB TB TB TB TB l
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� n INSTALL SILT FENCE — _� � � — �
gZ - d '\ 2' FROM CONSTRUCTION \
V WWP - \ N/F � -h LIMITS (TYP) - €f3�6F TIE\
-- _ COMMISSION \ e
— B GRADE AREA TO DRAIN TO EXIST D/ E
\ PARCEL 31462
NC PIN 4688 -13 -8022
= r r r E
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NOTE: SLOPES ON THIS PROJECT ARE PRIMARILY 2:1.
- 4AISTALL REINFORCED CONTRACTOR SHALL PROVIDE SOIL STABILIZATION
FENCE (TYP)
ON ALL SLOPES WITHIN 7 DAYS OR AS REQUIRED BY
\\ \ NPDES GENERAL STORMWATER PERMIT. REFER TO 00
TB QQ CROSS SECTIONS AND MATTING SUMMARY SHEET.
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• ,I I CONC PAC TO' 125 +38 (RT-)—
•� . • ' - SEE SHEET EC-17 —
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' I '- \ / `— _ — - - — F' — — • �+ U, U� _ - N42 °35'38'; V1L135.8i
TIE LINE ONLY
` • STAGING, STORAGE, STOCKPILE, i ' - ' ` l I ~ I / `
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GREENVILLE UTILITY
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COMMISSION
\ PARCEL 31462
m' NC PIN 4688 -13 -8022
EXISTING 100'
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GREENVILLE UTILITY GREENVILLE UTILITIES
/ \ COMMISSION EASEMENT
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NC PIN 4688 -23 -3014
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ATCH LINE (SEE INSET - THIS SHEET)
INSTALL GRAVEL \
CONSTRUCTION
ENTRANCE
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_ ENTRANCE rn
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PREPARED IN THE OFFICE OFo PROJECT-
10 0 0 SOUTH TAR RIVER GREENWAY,
I�T��IhLE�I°E hL.��T$ �
EROSION CONTROL PLAN QQ NOT USE FOR Rd W ACQUISITION
REV. No.e REVISION: DATEe DRAWN BY: CHECKED BY: PHASE 3 (E 6 - 5 5 3 9 )
PRELIMI�T.�RS��T FLI.�N$
This document, together with the concepts and designs presented herein, as an instrument of service, is im e orn
intended only for the specific purpose and client for which it was prepared. Reuse of and improper
reliance on this document without written authorization and adoption by Kimley -Horn and Associates, Inc, P.O. B\ \068 - RASE \H9 NORTH CAROLINA 27636 \068
shall be without liability to Kimley -Horn and Associates, Inc, 20B NUMBER: S;EET NUMBER:
Copyright Kimley -Horn and Associates, Inc., 2014 PHONE. [phone] FAX-. (9 19) 677 -2050 PE No, F -0102 012654005 EC- 16

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SOIL STABILIZATION SUMMARY SHEET
MATTING FOR EROSION CONTROL
CONST
SHEET N0.
LINE
FROM
STATION
TO
STATION
SIDE
ESTIMATE (SY)
EG- I
-I.I -
13 +50
16 +00
KT
I 14
EG -5
-
33 +25
33 +75
KT
28
EG -6
-I.I -
36 +75
37 +75
KT
131
EG -6
-l.l -
37 +25
37 +75
fit
83
EG -8
-L2-
60 +2,6
64 +23
LT
835
EG -8
-L2-
62 +84
63 +17
KT
45
EG -10
-["3-
81 +00
81 +50
KT
25
EG-10
-L3-
81 +26
81 +69
LT
59
EG - II
-L3-
85 +50
86 +00
LT
70
EG - II
-L3-
87 +22
88 +68
LT
236
EG -II
-L'3-
87 +28
88 +25
KT
91
EG -12
-L3-
89 +75
94 +24
LT
598
EG -12
-L"3-
89 +75
91 +25
KT
300
EG -13
-L3-
96 +75
98 +25
LT
50
EG -13
-L3-
97 +25
98 +25
KT
85
EG -13
-1.4-
108 +25
108 +75
KT
18
EG -14
-L4-
110 +59
110 +85
LT
22
EG -14
—L4—
III +24
112 +08
LT
127
EG -14
-L4-
III +29
112 +35
KT
117
EG -14
-L4-
112 +45
113 +75
KT
31
EG -14
-L4-
112 +38
116 +25
LT
481
EG -14
-L4-
114 +76
115 +11
KT
7
EG -15
-L4-
117 +25
118 +24
KT
44
EG-15
-L4-
118+75
119 +25
KT
44
EG-16
-L4-
124 +64
125 +00
KT
59
EG- 16
-L4-
125 +38
125 +72
KT
64
5U 0
T0-TA�
37,64
M I 60E��AWU6
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1.E0 A5 P I 4V
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ENO I NffK
750
T0-TAI.
4514
6AY
4550
REV. No.e REVISION: DATE° DRAWN BY: CHECKED BYe
This document, together with the concepts and designs presented herein, as an instrument of service, is
intended only for the specific purpose and client for which it was prepared. Reuse of and improper
reliance on this document without written authorization and adoption by Kimley -Horn and Associates, Inc,
shall be without liability to Kimley -Horn and Associates, Inc,
Copyright Kimley -Horn and Associates, Inc., 20 14
PREPARED IN THE OFFICE OFo
Kiomley)))
P.O. BOX 33068 - RALLIGH9 NORTH CAROLINA 27636 -3068
PHONE. [phone] FAX. [phone] PE NO. F-0102
EROSION CONTROL
DETAILS
PROJECT-.
INOMPLBTE PLANS SOUTH TAR RIVER GREEN WAY ,
DO NOT USE FOR R// W ACQUISITION
PRELIMINARY PLAN$ NOT TO SCALE PHASE 3 (EB - 5539 )
DO NOT USE FOR CONSTRUCTION
JOB NUMBER: SHEET NUMBER:
012654005 EC- 17

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CONSTRUCTION SEQUENCE
RIP RAP (6.15)
GRASS-LINED CHANNELS (6030)
CONSTRUCTION SPECIFICATIONS
CONSTRUCTION SPECIFICATIONS
1. Hold preconstructlon conference at least one week prior to starting construction
Subgrode Preparation - Prepare the subgrade for rlprap and f1 /ter to the required
and invite NCDEMLR LOS contact number is (919) 707 -9200.
lines and grades shown on the plans. Compact any fill required in the subgrade
CONSTRUCTION SPECIFICATIONS MAINTENANCE
to a density approximating that of the surrounding undisturbed material or overfill
2. Flag the work limits for protection.
depressions with riprap. Remove brush, trees, stumps and other ob jectional
I. Remove all trees, brush, stumps, and other objectionable During the establishment period, check grass -lined channels after
3. Prior to any land disturbing (lncludln demolition) activities, Install silt /tree
material. Cut the subgrade sufficiently deep that the finished grade of the riprap
will be at the elevation of the surrounding area. Channels should be excavated
material from the foundation area and dispose of properly. ever rainfall. After Gross Is established periodically check the
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channel; check it after ever heavy rainfall event. Immediate/
protection fence, construction entrance, emporary stream crossings, and all other
erosion control devices.
sufficiently to allow placement of the riprap In a manner such that the finished
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2. Excavate the channel and shape it to neat lines and make repairs. It is particularly important to check the channel
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inside dimensions and grade of the riprap meet design specifications.
dimensions shown on the plans plus a 0.2 -ft overcut around outlet and all road crossings for bank stability and evidence of
4. In accordance with the erosion control plans, grade trail, Install crossplpes, and
Sand and grovel filter blanket - Place the filter blanket immediately after the ground
the channel perimeter to allow for bulking during seedbed piping or scour holes. Remove all significant sediment accumulations
lace reinforced silt fence as wn. Place additional erosion control matting and
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stabilize 2:1 slopes as indicated• Modify silt fence placement around trail and outlets
foundation is prepared. For gravel, spread filter stone in a uniform layer to the
and sod buildu to maintain the designed carrying capacity. Kee the gross in a
preparations P• 9„ Y g P, Y• • p 9
healthy, vigorous condition at all times, since it is the primary
as necessary, place silt fence around all temporary crossings and culverts as needed.
specified depth. Where more than one layer of filter material is used, spread the
J. Remove and properly dispose of all excess soil so that erosion protection for the channel.
layers with minimal mixing,
surface water may enter the channel freely .
5. Complete final grading for trail.
Synthetic filter fabric - Place the cloth filter directly on the prepared foundation.
. The procedure used to establish grass in the channel will
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6. Finish grading of slopes, topsoil critical areas and permanently vegetate, seed
Overlap the edges by at least 12 inches, and space anchor pins every 3 ft along
depend upon the severity of the conditions and selection species.
and mulch,
the overlap. Bury the upstream end of the cloth a minimum of 12 inches below
Protect the channel with mulch or a temporary liner sufficient to
7. All graded areas will be seeded, fertilized and mulched according to NCDOT
ground and where necessary, bury the lower end of the cloth or overlap with the
next section as required. Take care not to damage the cloth when placing rlprap.
withstand anticipated velocities during the establishment period.
specifications to maintain a vigorous, dense, vegetative cover within 7 to 14 days
If damage occurs remove the riprap and repair the sheet by adding another layer
or sooner of completion of any phase of grading. Refer to the latest NPDES
of filter material with a minimum overlap of 12 inches around the damaged area.
Rules dated August 2011 for more information on ground stabilization
If extensive damage is suspected, remove and replace the entire sheet.
requirements. In summary, perimeter dikes, swales, ditches, slopes steeper than
3:1, and high quality (HOW) zones should be stabilized within 7 days. All other
areas and slopes shall be stabilized within 14 days. if work on the project
Where large stones are used or machine placement is difficult, a 4 -inch layer of
ceases for more than the above mentioned length of time, all disturbed reas
fine ravel or sand may be needed to protect the filter cloth.
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VEGETATIVE PLAN (NCDENR 6011)
shall have temporar vegetative ground cover established and erosion control
devices maintained•
Stone Placement - Placement of riprap should follow immediately after placement
of the filter. Place riprap so that if forms a dense, well - graded mass of stone with
SEEDING SCHEDULE SEEDING SPECIFICATIONS
B. All erosion and sediment control practices will be inspected weekly and
a minimum of voids. The desired disbribution of stones throughout the mass may
after rainfall events. Needed repairs will be made immediately.
be obtained by selective loading at the quarry and controlled dumping during
final placement. Place riprap to its full thickness in one operation. Do not place
Shoulders, Side Ditches, Slopes (3:1) 0 After rough grading is completed, till soil in areas to be
9. Estimated time before final stabilization is 9 to 12 months.
riprap by dumping through chutes or other methods that cause segregation of
Date Type Planting Rate seeded and planted to a depth of six inches.
l0. Site includes approximately 6.11 acres of permanent vegetation area.
stone sizes. Take care not to dislodge the underlying base or filter when placing
the stones.
Aug. l5 -Nov. l Tall Fescue 250 lbs. /acre 2) Apply agricultural lime, fertilizer, and superphosphate to
Nov. I -Mar.1 Tall Fescue 250 lbs. /acre disturbed areas to be vegetated.
II. AFTER SITE IS STABILIZED, construction entrances, and construction staging
The finished slope should be free of pockets of small stone or clusters of large
& Abruzzi Rye 25 lbs. /acre 90 lbs. limestone /1000 sq. ft. (2 tons /acre)
and material area stockpile areas, and all other erosion control devices shall be
stones. Hand placing may be necessary to achieve the proper distribution of
Mar. /-Apr. l5 Tall Fescue 250 lbs. /acre 35 Ibs.10 -10 -I0 fertilizer /1000 sq. ft. (1500 lbs /acre)
removed, restored as existing, and permanently vegetated as described in the
stone sizes to produce a relatively smooth, uniform surface. The finished grade
Apr. l5 -Jun. l5 Hulled Common Bermudagrass 12 lbs. /acre 40 lbs. 50% superphosphate /1000 sq. ft. (1750 lbs /acre)
maintenance and vegetative plan.
of the riprap should blend with the surrounding area. No overfoll or protrusion of
Jun. l5 -Aug. 15 Tall Fescue 250 lbs. /acre
Contractor must receive permission by project inspector before any measures are
riprap should be apparent.
& Browntop Millet ... 35 lbs. /acre 3) Disk nutrients into soil to a depth of six inches until
removed.
or Sorghum -Sudan Hybrids ... 30 lbs. /acre surface is uniform and free of large dirt clods.
MAINTENANCE
MAINTENANCE
Slopes (3:1 to 2:I) 4) Seeding permanent grass.
Follow the construction sequence throughout project development. Adequate erosion
Inspect channels at regular intervals as well as after ma or rains and make repairs
1
Mar, l -Jun. l Sericea Lespedeza (scarified) 50 lbs. /acre 3.0 lbs. KY -3l tall fescue /1000 sq. ft. (130 lbs. /acre) during
and February l5 through May l5 or August l5 through
and sediment control measures must be installed, maintained and adjusted as needed
during the demolition or clearing and grubbing phases as well as throughout the life of
promptly. Give special attention to the outlet and inlet sections and other points
where concentrated flow enters. Carefully check stability at road crossings and
(Mar. /-Apr. 15) Add Tall Fescue 250 lbs. /acre November l5.
and until permanent vegetation on the project is established. When changes in
look for indications of piping,scour holes,or bank failures. Make repairs
(Mar./ -Jun. 30) or Add Weeping Lovegross 5 lbs. /acre -OR-
(Mar. I -Jun. 30) Add Common Bermudagrass
construction activities are needed, amend the sequence schedule in advance to
immediately. Maintain all vegetation adjacent to the channel in a healthy,
or Hulled 8 lbs. /acre 3.0 lbs. KY -31 tall fescue and 2.0 lbs. annual ryegrass 11000
maintain management control.
vigorous condition to protect the area from erosion and scour during out -of -bank
Jun. l -Sep. 1 Tall Fescue ... xxx 250 lbs. /acre sq. ft. during November l5 through February l5.
& Browntop Millet 35 lbs. /acre
Notification of Land Resources Sediment and Erosion Control Self - Inspection Program:
flow. Control of weed and brush growth may be needed in some locations.
or Sorghum -Sudan Hybrids xxx 30 lbs. /acre 5) Mulch seeded area with small grain straw at 90 Ibs 11000
Sep, I -Mar, l Sericea Lespedeza sq. ft. (2 tons /acre). Spread uniformly. ApproximotelyV2
The Sedimentation Pollution Control Act was amended in 2006 to require that
(unhulled- unscarified) 70 lbs. /acre of ground surface should be visible to avoid blocking
persons responsible for land -disturbing activities inspect a project after each
phase of the project to make sure that the approved erosion and sedimentation
& Tall Fescue 250 lbs. /acre sunlight to seedlings. On areas where the ground
(Nov.I -Mar. l) Add Abruzzi Rye 25 lbs. /acre
control plan is being followed. Rules detailing the documentation of these
Consult Conservation Engineer or Soil Conservation Service surface equals or exceeds a 3:l slope, and in the inverts
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Inspections took effect October 1, 2010. To simplify documentation of Self -
of all drainage swales, tack mulch with asphalt emulsion
Inspection Reports and NPDES Self - Monitoring Reports, a combined form is now
LAND GRADING (6002)
for additional information concerning other alternatives for at a rate of 450 gallons emulsion per acre of straw.
available. The new form was developed to satisfy the requirements of the Sedimentation
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vegetation of denuded areas. The above vegetation rates are 6) Mulch trees to
Pollution Control Act and the NPDES Stormwater Permit for Construction Activities,
those which do well under local conditions: other seeding rate around shubbery and with pine straw depth
NCG 010000. Beginning August 1, 2013, the Division of Energy, Mineral, and Land
Resources is responsible for administering both the SPCA and the NPDES Stormwater
combinations are ossible. of 3 inches.
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Permit for Construction Activities, NCG 0 /0000. The combined form should make it
CONSTRUCTION SPECIFICATIONS
.X. Temporary.- Reseed according to optimum season for 7) Temporary cover
easier to comply with self - inspection requirements.
desired permanent vegetation. Do not allow temporary cover to l.0 lbs. brown top millet /1000 sq. ft. May through August 25.
The Combined Self - Monitoring form Is available as a PDF and Word document from
I. Construct and maintain all erosion and sedimentation control practices and
measures in accordance with the approved sedimentation control plan and
grow over 12 inches in height before mowing, otherwise, fescue -OR-
l.0 lbs. annual ryegrass 11000 sq. ft. August 25 through April.
the Land Quality web site, http: / /portal.ncdenr.org /web /lr /erosion
construction schedule.
may be shaded out.
1f you have questions, please contact the Land Quality Section at a DENR Regional
Office 919- 707 -9200.
2. Remove good topsoil from areas to be graded and filled, and preserve
at
it for use I finishing the grading of all critical areas.
TOPSOILING (6°04)
If the some person conducts the land- disturbing activity & any related borrow or wcstE
activity, the related borrow or waste activity shall constitute part of the land- disturbing
3. Scarify areas to be topsolled to a minimum depth of 2 inches before
CONSTRUCTION SPECIFICATIONS
activity unless the borrow or waste activity is regulated under the Mining Act of /971,
placing topsoil.
MATERIALS
or is a landfill regulated by the Division of Waste Management. If the land- disturbing
activity and any related borrow or waste activity are not conducted by the some person,
they shall be considered separate land- disturbing activities and must be permitted either
4. Clear and grub areas to be filled to remove trees, vegetation, roots, or
other objectionable material that would affect the planned stability of the fill.
Determine whether the quality and uonti of available topsoil justifies selective Temporary seeding - Protect topsoil stockpiles b temporarily seeding as soon
q q p J p y g p p p Y
handling. Quality topsoil has the following characteristics: as no more than 30 working days or l 0 calendar days after the
through the Sedimentation Pollution Control Act as a one -use borrow site or through
possible,
the Mining Act.
5. Ensure that fIII material is free of brush, rubbish, rocks, logs, stumps,
building debris, and other materials Inappropriate for constructing stable fills.
formation of the stockpile.
Texture -loam, sandy loam, and silt loam are best; sandy clay loam, silty clay
loam, clay loam, and loamy sand are fair. Do not use heavy clay and organic Permanent vegetation - if stockpiles will not be used within 12 months they
6. Place all fill in layers not to exceed 9 inches in thickness, and compact
soils such as peat or muck as topsoil. must be stabilized with permanent vegetation to control erosion and weed
the layers as required to reduce erosion, slippage, settlement, or other
related problems.
growth.
Organic matter content - (sometimes referred to as "humic matter ") should be
MAINTENANCE PLAN
greater than l.5% by weight. SITE PREPARATION
7. Do not incorporate frozen material or soft or highly compressible
materials into fill slopes.
Acidity - pH should be greater than 3.6 before liming, and liming is required if Before spreading topsoil, establish erosion and sedimentation control practices
I. The Contractor shall check all erosion and sediment
it is less than 6.0. such as diversions, berms, dikes, waterways, and sediment basins.
control practices for stability and operation following every
runoff producing rainfall but in no case less than once every
8. Do not place fill on a frozen foundation, due to possible subsidence and
slippage.
Soluble salts - should be less than 500 ppm. Grading - Maintain grades on the areas to be topsolled according to the
week. Any needed repairs will be made immediately by the
approved plan and do not alter them by adding topsoil.
Contractor to maintain all practices as designed. Also per
9. Keep diversions and other water conveyance measures free of sediment
Sodium - sodium adsorption ratio should be less than 12.
National Pollutant Discharge Elimination System (NPDES)
during all phases of development.
Liming of subsoil -Where the pH of the existing subsoil Is 6.0 or less, or the
general stormwater permit, a rain gauge must be installed
The depth of material meeting the above qualifications should be at least 2 inches. soil is composed of heavy clays, incorporate agricultural limestone in amounts
on site. The rain gauge must be kept onsite and inspections
l0. Handle seeps or springs encountered during construction in accordance
Soil factors such as rock fragments, slope, depth to water table, and layer recommended by soil tests or specified for the seeding mixture to be used.
by the Contractor must be made and logged after every half
with approved methods.
thickness affect the ease of excavation and spreading of topsoil. Incorporate lime to a depth of at least 2 inches by disking.
Inch of rainfall and once a week.
fl. Permanently stabilize all graded areas immediately after final grading is
Generally, the upper part of the soil, which is richest in organic matter, is most Roughening - Immediately prior to spreading the topsoil. loosen the subgrade
2. The Contractor shall remove sediment from erosion control
completed on each area In the grading plan. Apply temporary stabilization
desirable; however, material excavated from deeper layers may be worth storing by disking or scarifying to a depth of at least 4 inches, to ensure bonding of
9
devices when storage capacity has been approximately 507
measures on all graded areas when work is to be interrupted or delayed for
if It meets the other criteria listed above. the topsoil and subsoil. If no amendments have been incorporated, loosen
filled. Gravel will be cleaned or replaced when the
l5 working days or longer.
the soil to a depth of at least 6 inches before spreading topsoil.
sediment pools no longer drains properly.
Organic soils such as mucks and peats do not make good topsoil. They can be
12. Show topsoil stockpiles, borrow areas, and spoil areas on the plans, and
Identifled by their extremely light weight when dry. SPREADING TOPSOIL
3. The Contractor shall remove sediment from behind silt
fence when it becomes 0.5 feet deep at the
make sure they are adequately protected from erosion. Include final
stabilization of these areas in the
STRIPPING Do not spread topsoil while it is frozen or muddy or when subgrade is
fence. Silt fence will be repaired as necessary
plan.
wet or frozen. Correct any irregularities in the surface that result from
to maintain a barrier.
MAINTENANCE
Strip topsoil only from those areas that will be disturbed by excavation, filling, topsolling or other operations to prevent the formation of depressions or
roodbullding,or compaction by equipment. A 4 to 6 -inch stripping depth is common, water pockets.
4. The Contractor shall fertilize, reseed as necessary, and
Periodically check all graded areas and the supporting erosion and
but depth varies depending on the site. Determine depth of striring by taking
mulch all seeded areas according to specifications in the
sedimentation control practices, especially after heavy rainfalls. Promptly
soil cores at several locations within each area to be stripped. Topsoil depth Compact the topsoil enough to ensure good contact with the underlying soil,
vegetative plan to maintain a vigorous, dense vegetative
remove all sediment from diversion and other water - disposal practices. If
generally varies along a gradient from hilltop to toe of the slope. Put sediment but avoid excessive compaction, as it increases runoff and inhibits seed
cover.
washouts or breaks occur, repair them Immediately. Prompt
basins, diversions, and other controls into place before stripping. germination. Light packing with a roller is recommended where
5. The Contractor shall provide ground cover on exposed slopes
maintenance of small eroded areas before they become significant gullies .
is an essential part of an effective erosion and sedimentation control plan
high maintenance turf is to be established.
g
STOCKPILING
or other areas within 7 to 14 days or sooner of completion
On slopes and areas that will not be mowed, the surface may be left rough
of any phase of grading. Refer to the latest NPDES Rules
Select stockpile location to avoid slopes and natural drainageways, avoiding after spreading topsoil. A disk may be used to promote bonding at the interface
dated August 2011 for more information on ground stabilization
traffic routes. On large sites, respreading Is easier and more economical when between topsoil and subsoil.
requirements. Permanent ground cover is to be provided for
topsoil is stockpiled in small piles located near areas where they will be used.
all disturbed areas within 7 to 14 days or sooner following
All stockpile areas used shall be stabilized with silt fence and seeded. After topsoil application, follow procedure for seedbed preparation, taking care
completion of construction or development.
to avoid excessive mixing of topsoil into the subsoil.
Sediment barriers -Use sediment fences or other barriers where necessary to
6. The City of Greenville contact is Lynn Raynor, (252) 329 -4620
retain sediment.
PREPARED IN THE OFFICE OFo
0
EROSION CONTROL
PROJECT-
SOUTH TAR RIVER GREENWAY,
INOMPLF11'E PLAN$
DO NOT USE FOR R/ W ACQUISITION
REV. No.e
REVISION:
DATE:
DRAWN BY:
CHECKED BY:
DETAILS
A L E
NOT T T O SCALE
PHASE 3 (E B - 5 5 3 9 )
PRELI�II�T.�R,Y PLA�T$
DO NOT USE FOR CONSTRUCTION
together
This document, with the concepts and designs presented herein, as an instrument of service, is
intended only for the specific purpose and client for which it was prepared. Reuse of and improper
reliance on this document without written authorization and adoption by Kimley -Horn and Associates, lnc.
s�all be without liability to Kimley -Horn and Associates, Inc,
P.O. BOX 33068 - RALEIGH, NORTH CAROLINA 27636 -3068
JOB NUMBER:
SHEET NUMBER:
Copyright Kimley -Horn and Associates, Inc., 2014
PHONE. [phone] FAX-. (9 19) 677 -2050 PE N0, F -0102
C 12654005
EC-l8

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8' —0 11 MAXIMUM
HARDWARE CLOTH AND GRAVEL INLET PROTECTION DETAIL (6.51)
VARIABLE AS DIRECTED BY THE ENGINEER
CONSTRUCTION SPECIFICATIONS
I. As synthetic fabric, use a previous sheet of nylon, polyester, or ethylene yarn - extra strength
SILT FENCE FABRIC
(50 Ib /I inch minimum) - that contains ultraviolet ray inhibitors and stabilizers. Fabric should be
MINIMUM 10 GAUGE
INSTALLED T 0 SEC 0 N D
suff iciently porous to provide adequate drainage of the temporary sediment pool. Burlap may be
LINE WIRES
WIRE FROM TOP MINIMUM 121/ GAUGE
used for short -term applications. It must be replaced every 60 days.
INTERMEDIATE WIRES
2. Cut fabric from a continuous roll to eliminate joints.
3. For stakes, use 5 -foot steel posts.
- GRADE
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.
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the drop inlet to keep runoff from bypassing the inlet. It may be necessary to build a temporary
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dike on the down slope side of the structure to prevent bypass flow. Material from within the
STANDARDIZED METAL
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sediment pool may be used for diking. POSTS 2'-0" IN GROUND
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8. *57 washed stone shall be paid for at the contract unit price per ton
"Sediment Control Stone."
STEEL POST
MAINTENANCE
WOVEN WIRE FABRIC
Inspect the fabric barrier after each rain and make repairs as needed.
SILT FENCE FABRIC
GALVANIZED HARDWARE WIRE
Remove sediment from the pool area as necessary to provide adequate storage volume for the EXTENDS TO TOP OF BOX
next rain. Take care not to damage or undercut the fabric during sediment removal.
NOTE:
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USE SILT FENCE ONLY WHEN DRAINAGE AREA
FILL SLOPE
DOES NOT EXCEED 1/4 ACRE AND NEVER IN
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AREAS OF CONCENTRATED FLOW.
FOR REPAIR OF SILT FENCE FAILURES
N USE REINFORCED SILT FENCE OUTLET DETAIL
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FILTER OF 1
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WARNING SIGNS TO BE MADE OF DURABLE, WEATHERPROOF MATERIAL.
SILT FENCE
3„ LETTERS TO BE 3 'HIGH MINIMUM, CLEARLY LEGIBLE AND SPACED AS DETAILED.
LI FABRIC
O VE R E A P
SIGNS SHALL BE PLACED AT 50' MAXIMUM INTERVALS.
OVERLAP
2
4" PLACE A SIGN AT EACH END OF LINEAR TREE PROTECTION AND 50'ON CENTER THEREAFTER.
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FOR TREE PROTECTION AREAS LESS THAN 200' IN PERIMETER, PROVIDE NO LESS THAN ONE
INCHES NCHES
3" TREE PROTECTION AREA SIGN PER PROTECTION AREA.
ATTACH SIGNS SECURELY TO FENCE POSTS AND FABRIC.
4 /8
GRADE
MAINTAIN TREE PROTECTION FENCE THROUGHOUT DURATION OF PROJECT.
DO NOT ENTER ADDITIONAL SIGNS MAY BE REQUIRED BY THE CITY OR NCDENR.
1 =1 I= 1II- 1II -1I
3'
BASED ON ACTUAL FIELD CONDITIONS.
4" SIGNS SHALL BE INCIDENTAL TO THE FENCE.
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USE SILT FENCE OUTLETS ONLY WHEN
i1_111_1i1_ BURY WIRE FENCE, HARDWARE CLOTH,
DRAINAGE EX 1/4
AR ERE OS
SILT FENCE FABRIC 6 INCHES INTO
FRONT VIEW
TREE PROTECTION DETAIL
SNOT
ACRE AND EED
THE
AS A REPAIR OF SILT FENCE FAILURES.
STANDARD SILT FENCE OUTLET
PREPARED IN THE OFFICE OFo
0
EROSION CONTROL
PROJECT-
SOUTH TAR RIVER GREENWAY,
�NOMPLETE P>L.��v$
DO NOT USE FOR Rd W ACQUISITION
REV.No.e
REVISION:
DATEe
DRAWN BY:
CHECKED BYe
im e orn
DETAILS
NOT TO SCALE
PHASE 3 (EB - 5539 )
>PRELI�II�T.� CONSTRUCTION �''�
This document, together with the concepts and designs presented
herein, as an instrument of service, is
intended only for the specific purpose and client for which it was
prepared. Reuse of and improper
reliance on this document without written authorization and adoption
by Kimley -Horn and Associates, Inc,
P.O. BOX 33068 - RALEGH9 NORTH CAROLINA 27636 -3068
:oQ NUMBER:
-LET NUMBER:
shallbe without liability to Kimley -Horn and Associates,lnc.
Copyright Kimley -Horn and Associates, Inc., 2014
PHONE. [phone] FAX. [phone] PE NO. F -0102
012654005
EC- 19

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FILTRATION GEOTEXTILE
STREAM BANK
SPECIAL STILLING BASIN
15.0' to 20.0'
8" OF SEDIMENT CONTROL STONE
NOTES
USE NO. 5 OR NO. 57 STONE FOR SEDIMENT
CONTROL STONE.
PROVIDE STABILIZED OUTLET TO STREAM BANK.
WOOD PALLETS MAY BE USED IN LIEU OF STONE
AND GEOTEXTILE AS DIRECTED. A SUFFICIENT NUMBER
OF PALLETS MUST BE PROVIDED TO ELEVATE THE ENTIRE
SPECIAL STILLING BASIN ABOVE NATURAL GROUND.
REV. No.e REVISION: DATE° DRAWN BY: CHECKED BYe
This document, together with the concepts and designs presented herein, as an instrument of service, is
intended only for the specific purpose and client for which it was prepared. Reuse of and improper
reliance on this document without written authorization and adoption by Kimley -Horn and Associates, Inc,
shall be without liability to Kimley -Horn and Associates, Inc,
Copyright Kimley -Horn and Associates, Inc., 20 14
SHEET 1 OF 1
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MATTING IN DITCHES
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(MIN.) GROUND
BACKFILL
6"
(MIN.)
STAPLES ON
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PROVIDE TURNING RADIUS SUFFICIENT TO ACCOMMODATE LARGE
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LOCATE ENTRANCES TO PROVIDE FOR UTILIZATION
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5.
LOCATE GRAVEL CONSTRUCTION ENTRANCE AT ALL POINTS OF
INGRESS AND EGRESS UNTIL SITE IS STABILIZED. PROVIDE
FREQUENT CHECKS OF THE DEVICE AND TIMELY MAINTENANCE.
6.
NUMBER AND LOCATION OF CONSTRUCTION ENTRANCES TO
V
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7.
USE CLASS 'A' STONE OR OTHER COARSE AGGREGATE APPROVED
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INSTALL CONSTRUCTION ENTRANCES IN A WAY TO PREVENT VEHICLES
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NOTE: PLACE FILTRATION GEOTEXTILE BENEATH STONE
STREAM BANK
SPECIAL STILLING BASIN
15.0' to 20.0'
8" OF SEDIMENT CONTROL STONE
NOTES
USE NO. 5 OR NO. 57 STONE FOR SEDIMENT
CONTROL STONE.
PROVIDE STABILIZED OUTLET TO STREAM BANK.
WOOD PALLETS MAY BE USED IN LIEU OF STONE
AND GEOTEXTILE AS DIRECTED. A SUFFICIENT NUMBER
OF PALLETS MUST BE PROVIDED TO ELEVATE THE ENTIRE
SPECIAL STILLING BASIN ABOVE NATURAL GROUND.
REV. No.e REVISION: DATE° DRAWN BY: CHECKED BYe
This document, together with the concepts and designs presented herein, as an instrument of service, is
intended only for the specific purpose and client for which it was prepared. Reuse of and improper
reliance on this document without written authorization and adoption by Kimley -Horn and Associates, Inc,
shall be without liability to Kimley -Horn and Associates, Inc,
Copyright Kimley -Horn and Associates, Inc., 20 14
SHEET 1 OF 1
1607.01
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EXCELSIOR WATTLE
2' ( MAX . )
MATTING IN DITCHES
�10" tStciple 4 B
MATTING ON SLOPES
4
1811 EXISTING
(MIN.) GROUND
BACKFILL
6"
(MIN.)
STAPLES ON
�N \\ 7\.\\ 1' CENTERS
OQ IN TRENCH
__�:6" MIN
MATTING SHALL BE STAPLES ON
PLACED IN TRENCH 1' CENTERS
AND BACKFILLED IN TRENCH
DIAGRAM
DIAGRAM OB
NOTES:
THIS DETAIL APPLIES TO STRAW, EXCELSIOR, AND PERMANENT SOIL REINFORCEMENT MAT (PSRM) INSTALLATION.
STAPLES SHALL BE NO. 11 GAUGE STEEL WIRE FORMED INTO A "U" SHAPE WITH A MINIMUM THROAT WIDTH OF 1
INCH AND NOT LESS THAN 6 INCHES IN LENGTH.
WATTLE DETAIL
SLOPE
ISOMETRIC VIEW
2' UPSLOPE
LTA 1!C
Staple Check Pattern
4 99
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NOTES:
USE MINIMUM 18 IN. DIAMETER EXCELSIOR WATTLE.
USE 2 FT. WOODEN STAKES WITH A 2 IN. BY 2 IN. NOMINAL
CROSS SECTION.
ONLY INSTALL WATTLE(S) TO A HEIGHT IN DITCH SO FLOW WILL NOT
WASH AROUND WATTLE AND SCOUR DITCH SLOPES AND AS DIRECTED.
INSTALL A MINIMUM OF 2 UPSLOPE STAKES AND 4 DOWNSLOPE
STAKES AT AN ANGLE TO WEDGE WATTLE TO BOTTOM OF DITCH.
EDGE OF PAVEMENT
PROVIDE STAPLES MADE OF 0.125 IN. DIAMETER STEEL WIRE
FORMED INTO A U SHAPE NOT LESS THAN 18" IN LENGTH.
INSTALL STAPLES APPROXIMATELY EVERY 1 LINEAR FOOT ON
BOTH SIDES OF WATTLE AND AT EACH END TO SECURE IT TO THE SOIL.
INSTALL MATTING IN ACCORDANCE WITH SECTION 1631 OF THE
STANDARD SPECIFICATIONS.
2 IN.
MATTING
CROSS SECTION
VEE DITCH
2' UPSLOPE
QTAVE:
CROSS SECTION
TRAPEZOIDAL DITCH
EROSION CONTROL
DETAILS
NATURAL GROUND
2' DOWNSLOPE
STAKE
FLOW
INSET A
INSET B
TOP VIEW
PROJECT-.
INOMPLE'ITE PLANS SOUTH TAR RIVER GREEN WAY ,
DO NOT USE FOR R// W ACQUISITION
PRELIMINARY PLAN$ NOT To SCALE PHASE 3 ( EB - 5539 )
DO NOT USE FOR CONSTRUCTION
JOB NUMBER: SHEET NUMBER:
012654005 EC -20
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NOTES:
THIS DETAIL APPLIES TO STRAW, EXCELSIOR, AND PERMANENT SOIL REINFORCEMENT MAT (PSRM) INSTALLATION.
STAPLES SHALL BE NO. 11 GAUGE STEEL WIRE FORMED INTO A "U" SHAPE WITH A MINIMUM THROAT WIDTH OF 1
INCH AND NOT LESS THAN 6 INCHES IN LENGTH.
WATTLE DETAIL
SLOPE
ISOMETRIC VIEW
2' UPSLOPE
LTA 1!C
Staple Check Pattern
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NOTES:
USE MINIMUM 18 IN. DIAMETER EXCELSIOR WATTLE.
USE 2 FT. WOODEN STAKES WITH A 2 IN. BY 2 IN. NOMINAL
CROSS SECTION.
ONLY INSTALL WATTLE(S) TO A HEIGHT IN DITCH SO FLOW WILL NOT
WASH AROUND WATTLE AND SCOUR DITCH SLOPES AND AS DIRECTED.
INSTALL A MINIMUM OF 2 UPSLOPE STAKES AND 4 DOWNSLOPE
STAKES AT AN ANGLE TO WEDGE WATTLE TO BOTTOM OF DITCH.
EDGE OF PAVEMENT
PROVIDE STAPLES MADE OF 0.125 IN. DIAMETER STEEL WIRE
FORMED INTO A U SHAPE NOT LESS THAN 18" IN LENGTH.
INSTALL STAPLES APPROXIMATELY EVERY 1 LINEAR FOOT ON
BOTH SIDES OF WATTLE AND AT EACH END TO SECURE IT TO THE SOIL.
INSTALL MATTING IN ACCORDANCE WITH SECTION 1631 OF THE
STANDARD SPECIFICATIONS.
2 IN.
MATTING
CROSS SECTION
VEE DITCH
2' UPSLOPE
QTAVE:
CROSS SECTION
TRAPEZOIDAL DITCH
EROSION CONTROL
DETAILS
NATURAL GROUND
2' DOWNSLOPE
STAKE
FLOW
INSET A
INSET B
TOP VIEW
PROJECT-.
INOMPLE'ITE PLANS SOUTH TAR RIVER GREEN WAY ,
DO NOT USE FOR R// W ACQUISITION
PRELIMINARY PLAN$ NOT To SCALE PHASE 3 ( EB - 5539 )
DO NOT USE FOR CONSTRUCTION
JOB NUMBER: SHEET NUMBER:
012654005 EC -20

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SILT FENCE J -HOOK PLACEMENT
J —HOOK �,� J —HOOK
40-80'S G
(AS NEEDED)
J -HOOK DETAIL
)�ETAL STAKE
CONTINUOUS FENCE
FABRIC
PLACE POSTS (STAKES)
ADJACENTLY AND BIND AT
TOP WITH WIRE.
NOTE. USE SILT FENCE J —HOOK PLACEMENT AS NEEDED
TO DIRECT RUN —OFF TO SILT FENCE OUTLETS AND
PREVENT ACCUMULATION AND UNDERMINING OF SILT FENCE.
Stee,
Washes _. _.._ .... _.
Across Pipe Inlet
STONE FILTER INLET PROTECTION FOR
STORM DRAIN UNDER CONSTRUCTION
Upstream End of
oln-
7rdware Cloth
Overflow
's
l/3 Plpe
Diameter
K_�Rr_"
STONE FILTER INLET PROTECTION WILL BE CONSIDERED INCIDENTAL TO THE CONTRACT
UNIT PRICE PER LINEAR FOOT OF PIPE CULVERT INSTALLATION.
NPDES GENERAL STORM WA TER PERMIT
SOIL STABILIZATION TIMEFRAMES
SITE DESCR /PT /ON STABILIZATION TIME TIMEFRAME EXCEPTIONS
PERIMETER DIKES, SWALES, DITCHES AND SLOPES
HIGH QUALITY WATER (HQVV) ZONES
7 DAYS
7 DAYS
NONE
NONE
SLOPES STEEPER THAN 301 7 DAYS IF SLOPES ARE 10' OR LESS IN LENGTH AND ARE
NOT STEEPER THAN 2.-1, 14 DAYS ARE ALLOWED.
SLOPES 3 .-I OR FLATTER 14 DAYS 7 DAYS FOR SLOPES GREATER THAN 50'IN
LENGTH.
ALL OTHER AREAS WITH SLOPES FLATTER THAN 4 .-1
14 DAYS
NONE, EXCEPT FOR PERIMETERS AND HOW ZONES.
PLYWOOD INLET PROTECTION FOR
STORM DRAIN UNDER CONSTRUCTION
+ - - -m C_ - -� Storm Droin
Bury Bottom Plywood Bu y Bo f 0 o 3/4 Exterior Plywood
PLYWOOD INLET PROTECTION WILL BE CONSIDERED INCIDENTAL TO THE CONTRACT
UNIT PRICE PER LINEAR FOOT OF PIPE CULVERT INSTALLATION.
NOTE. USE INLET TUBES AS NEEDED TO PREVENT SILT AND
DEBRIS FROM ENTERING INLETS DURING CONSTRUCTION.
I ILI LII JHW\ IIVLLI
PROTECTION
(SEE DETAIL)
Inlet Tubes
LNl I UBL
LT FENCE
-EOED)
GUTTER
1EIGHTED
SEDIMENT
TUBE
INLET GRATE
LOOPS SIZED FOR
EMPTY FILTER SACK WHEN BRIGHTLY COLORED
1" REBAR. LIFT
LOOPS SIZED FOR
FILTER BAG FROM
1" REBAR. USE
.
FOR A HANDLE
4
TO
TO EMPTY FILTER
d
.'°
OVERFLOW HOLES
SEDIMENT
(OPTIONAL)
COLLECTION
EXCEEDS REQUIREMENTS IN THE
LOCATION.
'
,
1/4" BRIGHTLY COLORED
4
NYLON ROPE EXPANSION
RUBBER
- ..
1 14� BLOCK (TYR)
PERMITTIVITY
CONCERN.
0.55 SEC -1
4.
INSPECT PER REGULATORY REQUIREMENTS.
Installation:
5.
THE WIDTH, "W ", OF THE FILTER SACK WILL
Install inlet tubes lying flat on the ground, with no gaps between the
4
MATCH THE INSIDE WIDTH OF THE GRATED
underlying surface and the inlet tube.
20 %
INLET BOX.
ASTM D -4833
6,
THE DEPTH, 1 ", OF THE FILTER SACK WILL
Inspection and Maintenance:
420 PSI
BE BETWEEN 18 INCHES AND 36 INCHES.
Inlet tubes may be temporarily moved during construction as needed.
7.
THE LENGTH, 1 ", OF THE FILTER SACK WILL
Replace inlet tubes damaged during installation as directed by the
90 %
MATCH THE INSIDE LENGTH OF THE GRATED
Bury Bottom Plywood Bu y Bo f 0 o 3/4 Exterior Plywood
PLYWOOD INLET PROTECTION WILL BE CONSIDERED INCIDENTAL TO THE CONTRACT
UNIT PRICE PER LINEAR FOOT OF PIPE CULVERT INSTALLATION.
NOTE. USE INLET TUBES AS NEEDED TO PREVENT SILT AND
DEBRIS FROM ENTERING INLETS DURING CONSTRUCTION.
I ILI LII JHW\ IIVLLI
PROTECTION
(SEE DETAIL)
Inlet Tubes
LNl I UBL
LT FENCE
-EOED)
GUTTER
1EIGHTED
SEDIMENT
TUBE
INLET GRATE
LOOPS SIZED FOR
EMPTY FILTER SACK WHEN BRIGHTLY COLORED
1" REBAR. LIFT
LOOPS SIZED FOR
FILTER BAG FROM
1" REBAR. USE
INLET USING REBAR
FOR A HANDLE
FOR HANDLES.
TO
TO EMPTY FILTER
GEOTEXTILE WILL BE A WOVEN
SACK AT A /
OVERFLOW HOLES
SEDIMENT
(OPTIONAL)
COLLECTION
EXCEEDS REQUIREMENTS IN THE
LOCATION.
GEOTEXTILE BAG
SPECIFICATIONS TABLE.
1/4" BRIGHTLY COLORED
2 "X2 "X3/4"
NYLON ROPE EXPANSION
RUBBER
RESTRAINT
1 14� BLOCK (TYR)
non — degradable materials.
PERMITTIVITY
CONCERN.
ISOMETRIC VIEW
BRIGHTLY -
)RED NYLON
EXPANSION
RESTRAINT
Materials
1.
EMPTY FILTER SACK WHEN BRIGHTLY COLORED
Use inlet tubes that exhibit the following properties:
GRAB TENSILE STRENGTH
EXPANSION RESTRAINT CAN NO LONGER BE
Produced by a Manufacturer experienced in sediment tube manufacturing.
GRAB TENSILE ELONGATION
SEEN.
Composed of compacted geotextiles, curled excelsior woad, natural coconut
2.
GEOTEXTILE WILL BE A WOVEN
fibers or hardwood mulch or a mix of these materials enclosed by a flexible
MULLEN BURST
POLYPROPYLENE FABRIC THAT MEETS OR
netting material. Do not use straw, straw fiber, straw bales, pine needles or
TRAPEZOID TEAR
EXCEEDS REQUIREMENTS IN THE
leaf mulch under this specification. Utilize an outer netting that consists
UV RESISTANCE
SPECIFICATIONS TABLE.
of seamless, high — density polyethylene photodegradable materials treated
3.
AN OIL ADSORBENT PAD OR PILLOW CAN BE
with ultraviolet stabilizers or a seamless, high— density polyethylene
FLOW RATE
PURCHASED WHEN OIL SPILLS ARE A
non — degradable materials.
PERMITTIVITY
CONCERN.
0.55 SEC -1
4.
INSPECT PER REGULATORY REQUIREMENTS.
Installation:
5.
THE WIDTH, "W ", OF THE FILTER SACK WILL
Install inlet tubes lying flat on the ground, with no gaps between the
265 LBS
MATCH THE INSIDE WIDTH OF THE GRATED
underlying surface and the inlet tube.
20 %
INLET BOX.
ASTM D -4833
6,
THE DEPTH, 1 ", OF THE FILTER SACK WILL
Inspection and Maintenance:
420 PSI
BE BETWEEN 18 INCHES AND 36 INCHES.
Inlet tubes may be temporarily moved during construction as needed.
7.
THE LENGTH, 1 ", OF THE FILTER SACK WILL
Replace inlet tubes damaged during installation as directed by the
90 %
MATCH THE INSIDE LENGTH OF THE GRATED
Inspector or Manufacturer's Representative at the contractor's expense.
20 US SIEVE
INLET BOX.
l/3 Pipe
Diometer
SECURE LIFTING LOOPS TO
OR UNDER SURROUNDING
SURFACE.
1
L
<I A / 1'
L.
ELEVATION VIEW
PROFILE VIEW OF
INSTALLED FILTER
SACK
LOW TO MODERATE FLOW GEOTEXTILE FABRIC SPECIFICATION TABLE
PROPERTIES
TEST METHOD
UNITS
GRAB TENSILE STRENGTH
ASTM D -4632
300 LBS
GRAB TENSILE ELONGATION
ASTM D -4632
20 %
PUNCTURE
ASTM D -4833
120 LBS
MULLEN BURST
ASTM D -3786
800 PSI
TRAPEZOID TEAR
ASTM D -4533
120 LBS
UV RESISTANCE
ASTM D -4355
80 %
APPARENT OPENING SIZE
ASTM D -4751
40 US SIEVE
FLOW RATE
ASTM D -4491
40 GAL /MW/SD FT
PERMITTIVITY
I ASTM D -4491
0.55 SEC -1
MODERATE TO HIGH FLOW GEOTEXTILE FABRIC SPECIFICATION TABLE
PROPERTIES
TEST METHOD
UNITS
GRAB TENSILE STRENGTH
ASTM D -4632
265 LBS
GRAB TENSILE ELONGATION
ASTM D -4632
20 %
PUNCTURE
ASTM D -4833
135 LBS
MULLEN BURST
ASTM D -3786
420 PSI
TRAPEZOID TEAR
ASTM D -4533
45 LBS
UV RESISTANCE
ASTM D -4355
90 %
APPARENT OPENING SIZE
ASTM D -4751
20 US SIEVE
FLOW RATE
ASTM D -4491
200 GAL /Mll FT
PERMITTIVITY
ASTM D -4491
1.5 SEC -1
INLET TUBES "SILT SOCK" I FILTER SACK INLET PROTECTION
NO -- TO SCALE NOT TO SCALE
PREPARED IN THE OFFICE OFo PROJECT-
0
EROSION CONTROL iNOM''LETE P''.��v$
SOUTH TAR RIVER GREENWAY,
DO NOT USE FOR Rd W ACQUISITION
REV. No.e REVISION: DATEe DRAWN BY: CHECKED BY: p ■ 7�,( �7 NOT TO SCALE PHASE 3 (E B - 5 5 3 9 )
I I I I K H This document, together with the concepts and designs presented herein, as an instrument of service, is im e orn DETAILS �i �ELIY�1I1�1 CONSTRUCTION
��`���
intended only for the specific purpose and client for which it was prepared. Reuse of and improper
reliance on this document without written authorization and adoption by Kimley -Horn and Associates, Inc, P.O. BOX 33068 — RALEIGH NORTH CAROLINA 27636 -3068
shall be without liability to Kimley -Horn and Associates, Inc, 9 JOB NUMBER: S -EFT NUMBER:
Copyright Kimley -Horn and Associates, Inc., 2014 PHONE- (9 19) 677 -2000 FAX. [phone] PE NO. F -0102 012654005 EC -? 1

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USE CLASS B EROSION CONTROL STONE
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USE NO. 5 OR NO. 57 STONE FOR SEDIMENT
CONTROL.
°
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° ropo(oc) o° �O o �`b MUD MAT
2" TO 3"
0 $
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COARSE
AGGREGATE ° RAILING
(6" MIN DEPTH) \ \ \/ (6" MIN)
RAILING
(6" MIN)
MAT OVERLAP PER —
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MUD MAT DETAIL
1' MIN
12"
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1633.01
NOTES:
1, MUD MAT(S) SHOULD BE LOCATED TO
PROVIDE FOR UTILIZATION BY ALL
CONSTRUCTION VEHICLES.
2. MUST BE MAINTAINED IN A CONDITION WHICH
WILL PREVENT TRACKING OR DIRECT FLOW OF
MUD INTO WETLAND.
3. MUD MAT(S) SHALL BE
UTILIZED IN WETLAND AREAS TO
LIMIT IMPACTS FOR BRIDGE AND
BOARDWALK CONSTRUCTION.
FREQUENT CHECKS OF THE DEVICE AND
TIMELY MAINTENANCE MUST BE PROVIDED BY
THE CONTRACTOR.
4. NUMBER AND LOCATION OF MUD MATS TO
MINIMIZE IMPACTS OR
DETERMINED BY THE ENGINEER.
5. CONTRACTOR MAY SUBMIT ALTERNATE MUD
MAT FOR APPROVAL.
6. CONSTRUCTION ENTRANCE
APPROACHES TO MUD MAT SHALL BE
INCIDENTAL TO THE MUD MAT PAY
ITEM.
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STAPLES STRAW BALE BINDER WIRE
(2 PER BALE) 10 mil PLASTIC LINING
NATIVE MATERIAL
(OPTIONAL)
SECTION B -B
NOT TO SCALE
WOOD OR
METAL STAKES
(2 PER BALE)
\ 10' MINIMUM
B
VARIES
___o. 0 0
PLYWOOD
48 "X24" BLACK LETTERS
PAINTED WHITE 7 6" HEIGHT
°I CONCRETE ICI — LAG SCREWS
WASHOUT
0
36" WOOD POST
I 3.5 "X3.5 "X8'
1 I
36"
B CONCRETE WASHOUT
SIGN DETAIL
(OR EQUIVALENT)
2"
t V
8�
STEEL
WIRE
STAPLE
10 mil PLASTIC LINING PLAN STRAW BALE DETAIL
NOT TO SCALE (TYP)
TYPE "ABOVE GRADE" WITH STRAW BALES
M
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m J0 C) 1. ACTUAL LAYOUT TO BE DETERMINED IN THE FIELD.
o W 2. A CONCRETE WASHOUT SIGN SHALL BE INSTALLED
N �J WITHIN 30' OF THE TEMPORARY CONCRETE WASHOUT
C () r M FACILITY.
D No ):� m 3. MATERIALS USED TO CONSTRUCT TEMPORARY CONCRETE
N ro � WASHOUT FACILITIES SHALL BE REMOVED FROM THE SITE
_ � = OF THE WORK AND DISPOSED OF OR RECYCLED.
O O M Z 4. HOLES, DEPRESSIONS OR OTHER GROUND DISTURBANCE
IV m —I CAUSED BY THE REMOVAL OF THE TEMPORARY CONCRETE
WASHOUT FACILITIES SHALL BE BACKFILLED, REPAIRED, AND
STABILIZED TO PREVENT EROSION.
LATH AND
FLAGGING ON
1301
10 mll PLMO I IV LIFV"Vv
SANDBAG
10 mil PLASTIC LINING
3'
I I '— BERM
WOOD FRAME SECURELY
FASTENED AROUND
ENTIRE PERIMETER
WITH TWO STAKES
VARIES
10 mil PLASTIC LININ._�
10 mil PLASTIC LINING
SECTION B -B
NOT TO SCALE
10' MINIMUM
SECTION A -A
NOT TO SCALE
SANDBAG
PLAN
NOT TO SCALE
ERM
')W C-.RAnF"
INV I I V 0U/ALC
TWO- STACKED
2X12 ROUGH
WOOD FRAME
STAKE
(TYP)
'E GROUND"
WITH WOOD PLANKS
PREPARED IN THE OFFICE OFo PROJECT-
0
EROSION CONTROL ><�� >�FOETE �''.��v
SOUTH TAR RIVER GREENWAY,
DO NOT USE FOR Rd W ACQUISITION
REV. No.e REVISION: DATEe DRAWN BY: CHECKED BY: p 7 PHASE 3 (E 6 - 5 5 3 9 )
This document, together with the concepts and designs presented herein, as an instrument of service,. is im e orn DETAILS �■ DO NOT USE A��ST ��a�
intended only for the specific purpose and client for which it was prepared. Reuse of and improper
reliance on this document without written authorization and adoption by Kimley -Horn and Associates, Inc° PO BOX 33068 - RAEEIGH NORTH CAROLINA 27636 -3068
shall be without liability to Kimley -Horn and Associates, Inc, P.O. 9 JOB NUMBER: S -E-T NUMBER:
Copyright Kimley -Horn and Associates, Inc., 2014 PHONE- (9 19) 677 -2000 FAX. [phone] PE NO. F -0102 0 126540\ LC -2�
B
VARIES
___o. 0 0
PLYWOOD
48 "X24" BLACK LETTERS
PAINTED WHITE 7 6" HEIGHT
°I CONCRETE ICI — LAG SCREWS
WASHOUT
0
36" WOOD POST
I 3.5 "X3.5 "X8'
1 I
36"
B CONCRETE WASHOUT
SIGN DETAIL
(OR EQUIVALENT)
2"
t V
8�
STEEL
WIRE
STAPLE
10 mil PLASTIC LINING PLAN STRAW BALE DETAIL
NOT TO SCALE (TYP)
TYPE "ABOVE GRADE" WITH STRAW BALES
M
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c7 y NOTES
m J0 C) 1. ACTUAL LAYOUT TO BE DETERMINED IN THE FIELD.
o W 2. A CONCRETE WASHOUT SIGN SHALL BE INSTALLED
N �J WITHIN 30' OF THE TEMPORARY CONCRETE WASHOUT
C () r M FACILITY.
D No ):� m 3. MATERIALS USED TO CONSTRUCT TEMPORARY CONCRETE
N ro � WASHOUT FACILITIES SHALL BE REMOVED FROM THE SITE
_ � = OF THE WORK AND DISPOSED OF OR RECYCLED.
O O M Z 4. HOLES, DEPRESSIONS OR OTHER GROUND DISTURBANCE
IV m —I CAUSED BY THE REMOVAL OF THE TEMPORARY CONCRETE
WASHOUT FACILITIES SHALL BE BACKFILLED, REPAIRED, AND
STABILIZED TO PREVENT EROSION.
LATH AND
FLAGGING ON
1301
10 mll PLMO I IV LIFV"Vv
SANDBAG
10 mil PLASTIC LINING
3'
I I '— BERM
WOOD FRAME SECURELY
FASTENED AROUND
ENTIRE PERIMETER
WITH TWO STAKES
VARIES
10 mil PLASTIC LININ._�
10 mil PLASTIC LINING
SECTION B -B
NOT TO SCALE
10' MINIMUM
SECTION A -A
NOT TO SCALE
SANDBAG
PLAN
NOT TO SCALE
ERM
')W C-.RAnF"
INV I I V 0U/ALC
TWO- STACKED
2X12 ROUGH
WOOD FRAME
STAKE
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shall be without liability to Kimley -Horn and Associates, Inc, P.O. 9 JOB NUMBER: S -E-T NUMBER:
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PLYWOOD
48 "X24" BLACK LETTERS
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°I CONCRETE ICI — LAG SCREWS
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C () r M FACILITY.
D No ):� m 3. MATERIALS USED TO CONSTRUCT TEMPORARY CONCRETE
N ro � WASHOUT FACILITIES SHALL BE REMOVED FROM THE SITE
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O O M Z 4. HOLES, DEPRESSIONS OR OTHER GROUND DISTURBANCE
IV m —I CAUSED BY THE REMOVAL OF THE TEMPORARY CONCRETE
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LATH AND
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shall be without liability to Kimley -Horn and Associates, Inc, P.O. 9 JOB NUMBER: S -E-T NUMBER:
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REV. No.e REVISION: DATE° DRAWN BY: CHECKED BYe
This document, together with the concepts and designs presented herein, as an instrument of service, is
intended only for the specific purpose and client for which it was prepared. Reuse of and improper-
reliance on this document without written authorization and adoption by Kimley -Horn and Associates, Inc,
shall be without liability to Kimley -Horn and Associates, Inc,
Copyright Kimley -Horn and Associates, Inc., 20 14
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P.O. BOX 33068 - RALEIGH, NORTH CAROLINA 27636 -3068 JOB NUMBER: SHEET NUMBER:
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mom CCCCCCCCCCCCCC CCCCCCCCCCCCCC CCCCCCC: CCCCCCCCCCCCCCC 'CCC:CCCCCCCCCCCCCCC CCC: CCCCCCCCCC: CCCC: ��: ���: CCCCCCC����:: CCCCCCCCCCCCCCCCCCCCCCCC :CCCCCCCCC:CCCCCCCCC:CCCCCCCC CCCCCCCCCCCCC : C: C: CC :::::::::::::::::::::::::::::
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CCCCCCCCCCCCC CCCCCC CCCCCCCCCC CCCCCCCCCC CCCCCCCCCC CCCC■CCCCCCCCCC■■� CC CCCCCCCCCC CCCCCCCCCC moommoCCCCCCCCCCC`� �CCCCCCCCCCCCCC mom CMESSIM OMME NONE moCCCCCCCCCCCCCCCCCCmom moCCCCCCCCCCCCCC mom CCMENOMONEE CCCCCCCCCC ■CC CCCCCCCC CCCCCCCCCC CCCCCCCCCC CCCCCCCC
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• CCCCCCCC CCCCCCC� ENNECCCCC'CCCC ■■■■■■■■■■■■■ ■■■■■■■■■■■■ CCCCCCCCCC "ICCCCCCCCCC���ICCC CCCCCCCCC: CC::C:CCC CCCCCCCCCCCCC CCCCCCCCCCCCCCC MN :: C m:CCCCCCCCCCOMONEECCMMM C■CCCCC bMEMEMEMMEMEMEME mm MEMMEMMEMEMEME mom MEMMEMEMEMEMEC y
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C' C'C'C CCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCC CCCCCCCC••Y:CCCECCCCCC MENNENCCCCCCCCCCCCCCCCC MENOMONEEmomCCCCCCoMENOMONEE mCCCCCCmmo MNOMONEEmommoCCCCCCCCCCCCCCC C■C■C■C■C■C■ C■ C ■ C■ C■ C■ C■ C■ C■ C■ C■ C■ C ■ C■ C■ C■ C■ C■ C■ C■ C■ C■ C■ C■ C■ C■C���► -I.!IC ■
CCCCCCCC CCCCCCCCCCCCCCCCCCCECCCCCCCC
CCCCC CCCCCCCCCC CCCCCCCCCC CCCCCCm ■' CCCCCCCCC CCCCCCCCCC CCCCCCCCC CCCCCCCCCC CCCCCCCCC CCCCZ�CCCC CCCCCCCCC!."�■■CCCCCCCC CCCCCCCCCC CCCCCCCCCC CCCCCCCCCC CCCCCCCCCC CCCCCCCCC' •■■■ ■■ • ■• ■ "■■■ ■CCCCCCC CCCCCC CCCCCCCC CCCCCCCCCC CCCCCCCCCC CCCC ",CC
CCCCC EMEM MEMO MENEM MENE CCCCC _ - ' ■■ ■O ENE MENE EMENEEMEME CCCCCCCCC CCCCCCCCC: CCCCCCC CCCCCCCCCC CCCCCCCCCCC ■C ■C ■CCCCCCC CCCCC :CCCC CMEN CCCCCC CCCCC :CCCC CCCCCCCC mom
■ ■ ■ ■ ■■ ' ' CCCCCCCC CCCCCC
CCCCCCCCCCCCCC !CCCCCCC ■iClCi %io ow ■C■MENEM moom iC■ iiC ■immommoCCCC ■imommom ■immommoC CC ■iiC ■iiC ■iC{��w ■ i■ i!■!■ CC ■!!■C��1 ■ ■ ■C■!■Y■ ■i■i!■!■CC ■!!■ �C!■■Y■C ■!■Y■ ■i■i!■!■CC ■!!■ �■ ■!■ �C ■!!■CCC■ _ ■ rommommom CC ■iC ■iommom CCCCCC■ iiC ■iiC ■iiC■iiiiiiC ■iiC ■i/!/�1 ■i
CCCCCCCCCCCCC�j CCCCCCCCi.■�. C�C:CC............ CCCCCCC ■CCCCC CCCCCCCCCC CCCCCCCCCC CCCCCCCCCC mom NONE MMMEMMMM ■CCCCCCCCCCCCC : �CCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCC :!■L'CC'�fi. ■. ■ ■ ■■ ■■■ ■ ■■■.■ ■..0 CCCCCCCCCCCCC CCCCCCCC CCCCCCCCCC CCCCCCCCCCCCCC::CC
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■ ■ ■ ■ ■ ■ ■P ■ ■ ■ ■ ■ ■[• ■ ■ ■ ■ ■ ■ ■.. ■ ■ ■ ■■ ■■■.■■■■ ■■■■■.■■■■■■■■■■■■■■■■■■ ■M■■■■■ ■■■■■■■■■■■■■■■■■■■■■■■■.■■■■ 4A■■ i!■ I■! i!"■! i!- J■!!!. �■-.iia■ ii■■■..■■■.■■■ ■ ■ ■ ■. ■ ■ ■. ■ ■.. ■ ■ ■. ■ ■ ■GJ ■ ■. ■ ■ ■. ■■ ■ ■ENEEME ■ ■ ■ ■.■ 1 MEMEMEMECCCCC CCCCCCCCCCCCCCCCCCCCCCC ::CCCCCCCCCCCCCCCCCCCCCCCCCCCCm MENOMONEE NONE CCCC CCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCC ::CCCCCCC CCCC CCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCC CCCC:CCCC CCCC CCCCCCCCCCCCCCfim ::cariimmirls MENEM ONEEMENNEEMENNEEMEN ONEEMENNEEMENEEMENE ONEEMENNEONEENEEMENMENEEMEMENMONEEMEMENMENEEMEMENMONEEMEMENMENEEMEMENMONEEMEMENMENEr•i�Iowgri �Cf� i �i SEMEN iiiiIN iiuiiiiiiiiM1MMMM iMEMEME■
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ECEEEEEECEEEE� CCCCCCCCiiCiiCiiii■ CiiiCiiCiC■ iiiii■ CCCCCCiiCiiCiiii ■CiiiCiiCiC■iiiC ■CiiiCiiCiC■iiiCiCiiii yCiC■iiiCiCiiiCiiCi ■ii iiii�iiEiiii■ ■■C CCiC i i i r i iiiCiiC■
■ ■CCCCCCCCCCCCCC CCCCCCCCCCCEEEECEEECCEEECCCEECCEECCCEEECCEEEEEEEECCEECEEEEEC ■EEEEEEEECCEEEEEEEEC EEEEEEEECCEEEEEEEECCCCC000CCSdMCCCCCCCCCCCCCCCCCCCCCCCECCCCCCCCCECCCCCCCCCECCCCCCCCCECCCCC CCCCCCCECCC CCCCCCCCCCCC ................................................. ■ ■ ■ ■I ■ ■ ■ ■ ■ ■E■■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■C ■■■■■■■■■■■.. ..... .............■■................
ON .■■■■■■■■■■■■■■ ..■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■! m■■■■■■■■■■■■■■■■■■■■■■■■■■■■ C■■■■■■■■■■■■■ HA■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■■ ■■ .■■■■■■■■■■■.. ..... ...............................
CECCECECCCEMO MENECCEEECCEEEECMEECCEEEECCEECCEECCCEENE■ CCCCCC :CEEEECEEECCENECCEEECCEEEECEEEC CCCCCCmom MEN `� �CCCCCCCCCCCCCC MEN CCCCCCCCCCCCNONE MECCCCCCCCCCCCCCCCCCMEN moCCCCCC • ' ME CCCCCCCCCCCCC CCCCCCCC CCCCCCCCCC CCCCCCCCCC CCCCCCCC
..... ........C...................... ..................■.................................................................................. ............................... 1 1 .. .■■■■■■■ ■MM... ..... ...............................
...... .................. ■■■■■■■■■..C. ■■■■■■■■■■■C■■■ EEME■■■■■■■■■■ C■■■.■■■■■■■■■■■■■■■ C■■■.■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■MEN ■■ ■■■■■■■ ■ ■ ■... ..■ ■......■■..■■..■■..■■......■■..
CCCC CCCCCCCCC CCCCCCCCCC CCCCCCCCCC CC C CCCCCCCCCC D.E:CCCCCCC CCCCCCCCCC CCCCCCCCCC CCCCCCCMEC'CCCCCCCCC CCCCCCCC CCCCCEC� � CCCCECCC CCCCCCCCCC CMEN CCCCCC CCCCCCCCCC CMEN CCCCCC CCCCCCCCCC CCCCCCCCCC CCCECECEE CCCCCCCC CCCCCC CCCCCCCC CCCCCCCCCC CCCCCCCCCC CEEC' E
• ■ ■ ■■ ■■■■■■■■ ■C ■■■ ■E■MMM■ ■MM. ■ ■ ■ ■ ■ ■ ■ ■ ■�■ ■■■■■■■■■ ■■■■■■■■■■ ■■■■■■■■■ ■■■■■■■■■■ ■■■■■■■■■ ■ ■ ■���. ■ ■■ ■ ■ ■ ■ ■ ■ ■ ■.�. ■ ■ ■ ■ ■ ■ ■■ ■■■■■■■■■■ ■■■■■■■■■■ ■■■■■■■■■■ ■■■■■■■■■■ ■■■■■■■■■■ SEES M■ ■MMM■.MMM ■MMM ■MM■ ■MM.lm ■■■■■■■■ ■■■■■■■■■■ ■■■■■■■■■■ ■ ■ ■�► -..■
ECCCCCCCMECCECCCCCCCCEEECC ■ ■■ •■ mC :C CCCCCCCCCC CCCCCCCCCC CCCCCCCCCCCEEEECEEECCEEECCEEECCEEECEEEECCEEECEEEEECEEECEEEECCEEECEEEECCEEECEEEECCEEECEEEEECEEECEEEECCEEECEEEECCEEE CCCCCCCECCC ■MENEM=MEMEC CCCCCCCC ommsommoMENEEMEMommsom
CCCECECECECECEECCCCCCEEECE■ CCCCC CCCCCCCCCECCCCCCCCE ■CCCCCCCCEECCCCCCCCE MENOMONEEmomCZ�CECECEECEEECEv; CCCCCCCCCCCCCMMEMEMMEEMEMEMEMMEEMEMEMEMMEEMEMEMEMMENOMMEEMEME ■■ CCCCCCCECCC owromoEECECCEC CCCCCCCC CCCCCCCCCCECCCCCCCCEECCC ",CC
■■■■■■■■■■■■■■ ■■■■■■■■■ - ■ ■ ■ ■■ ■■■■■■■■■■■■■■■■■■■ C■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ iCJ■■■■■■■■■■■■■ �J■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■■ ■■■■■■■■■■■ ■i■■■■■■■■■■■■ ■■■■■■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■■.CJ ■■
CCCCC CCCCCCCCCC MENEM SEES■ SEES. CCCCC ::::MENE CCCCCCCCC: CCCCCCCC CCCCCCCCCC CCCCCCCCCC CCCCCCCCCC CCCCC :CCCC CMEN CCCCCC CCCCCCCCCC CCCCCCCCC: ■■■■■:■■■ ■ ■SEES ■ ■ ■: CCCCCCCC::::::
CCCCCCCCCCCCCC ■CCCCCCC- �"�'i■ ■ ■ ■ ■■■ ■CCCC iiC ■ ■■C■iiiC CC■ iiC■ iiC ■iiC■iiii■■■■iiiC CC■iiC■mmom {�r"i■i■iC■u■E ■ ■CC��' CCCCC■■ m■■ i■ iC■ u■ E■■ CiiC ■°■C ■■m■■■u■E ■ ■Ci■ ■CiC ■■i ■ - - ■M ■EC■iE■iommom CCCCCC ■iiE■iiE■iiC■iiiiiiE■iiE■iiii■i
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EEEEEElE ■c9rC ■C:CEEoEEEEEEEEE :CCCCC ..■■. C■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ C■■■■■■■■■■■■■■■■■ V■■■■■■■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■■■■■■ ■V ■ ■ ■■ ■■■■■■pi■■■■ ■ .MEMO .■■..■■.. ..... .........■■....................
■C■:::C::C� CCCC CCCC ■CCCCiiiC • I CCCCCCCC' CCCCCCCCC ■CCCCCCC ■CCCCCCC ■CCCECCCCC 'CCCCCCCC' C■ECCCEECCCCCCCCE ■CCCCCCEECCCCCCC ■CCC■CCCCCCCCC:::C:i `C CCC ■CCC\ECCCCCCCMEECCC [MENEM CCCCCCCCCCCCB Ci C CCCCCCCE MEMO CEC ■NONE • CCC CCCCCCCC CCCCCCCCCC ■CCCCCCCCC CCCCCCCCCC EEEECEEECCEEEEEECCEEECEEECCEEECCEEECCEEECEEEECCEEEEEECCEEECEEECCEC CCCCCCCCiiiiiiiiiiMEN M ECECEECCEECCI I I : ■C ■■■■■■■ ■■ ONE ■■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■ : .\■ ■V ■■C C FEE MEMEEEC ■CC■CC■CC■CC■EC■CC■CC■CCCC■EC ■EC■CC■CC■CC■CC■CC■CC■CC■CC■EC ■EC■CC■CC■CCCC■CC■ CCC C
NINE ■' :: .'� :■�■CECCECCCEECCEEC EECCECCCCCCCCC = MEMC' CCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCC ■CCCCC CCCCCCCCC CCCCCCCCCCCCCCCC MEN CCCCCCCCCCCCCCCCC MEN CCCCCCCCCCCCCCCCC MEN CCCCCCCCCCC: C= ■?A- An!nLMAECEE I ECECECCCCC:CE ■■■■■■ ■E■ ■■■■■■■■■■■■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■■ ■■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■ ■■ A■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■■ ■■■■■■■■■■■■■ .. EE............... ............................... MMM.■ ■MM■ ■MM■■■MMM■ MMME■MMM■ ■MMMM■MMM■ CMMME■MMM■ ■MMMM■MMM.................... ..................................................... ............................... ■■■■■■■ ■MM.■. ■■■.■■■■■■■■■■■■. ■■■■■■■■■■■■■■■■■■■■■■■■ E■■■■■■■■■■■■■■■ C■■■ E■■■■■■■■■■■■■■■■■■■ E■■■■■■■■■■■■■■■ C■■■ E■■■■■■■■■■■ L!-.,.. G. J. �9.......... ..................................... ......................■■■■■■■. ■■■■■■■■■■■■. ■■■■■ ■■■ ■ ■■■ ■ ■■■ ■ ■■■ ■ ■ ■ ■ ■ ■■■ ■ ■■■ ■ ■■■
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shcill be without licibility to Kimley-Horn cind Associctes, Inc. P.O. BOX 33068 - RALEIGH, NORTH CAROLINA •
Copyright Kimley-Horn (ind AssocIates, Inc., 20 Id PHONE. [phone] FAX. (9 19) •
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PREPARED IN THE OFFICE OF� PROJECT-.
SOUTH TAR RIVER GREENWAY,
MULTI-USE PATH AND ---- ------------ - - - - -- ----- - - - - --
■ ■ ■ ' •
Associates, This document, together with the concepts and designs presented herein, (is an instrument of service, is im e orn ROADWAY CROSS SECTIONS
intended only for the specific purpose and client for which it was prepared. Reuse of and improper- y
reliance on this document without written authorization and adoption by Kimley-Horn and Associates, Inc.
shall be without licibility to Kimley-Horn and • JOB NUMBER: S"EET NUMBER: X-22
Inc., 20

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Strickland, Bev
From: K4ontalvo ShehA
Sent: Thursday, April l6'ZUl5Z:48PK4
To: Strickland, Bev
Subject: FVV South Tar River Greenway Additional Information Package Electronic Plan Set
Request
From:
Sent: Thursday, April 16, 2O152:45 PM
To: Montalvo, ShehA
Subject: South Tar River Greenway - Additional Information Package - Electronic Plan Set Request
°South_Tor_River_Qreenwoy_Pennh—Orowings_2O15-O3-2O.pdf(7MB)
°South_Tor_River_Qnaenwoy_P|on_Set_with_XS_2015-03-20.pdf(25.1 MB)
Download the attachments by���g���.
Good afternoon Sheri,
As requested, I have attached the PDF format of the plan set and permit drawings as submitted with the Additional
Information Package for the South Tar River Greenway Project in Greenville, NC. Let me know if you have any problems
accessing the file orif you need anything else.
Sincerely,
Jasoin I lartshorin
Kinm|ey-Horn 13001 Weston Parkway, Cory. WC 27513
Direct: 919 678 41551 Mo[::)i1e: 919 417 1781

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AIRPORT
BEGIN
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BEGIN PROJECT EB -5539
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OWNER:
CITY OF GREENVILLE
1500BEATTY STREET
GREENVILLE, NC 27834
LYNN RAYNOR, P.E.
252.329.4467
Iraynor @greenvillenc.gov I
ENGINEER:
1
KIMLEY -HORN AND ASSOCIATES, INC.
3001 WESTON PARKWAY
CARY, NC 27513 O
JEFFREY W. MOORE, P.E. `
919.677.2000
jeff.moore @kimley - horn.com
SURVEYOR:
STEWART
421 FAYETTEVILLE STREET
SUITE 400
RALEIGH, NC 27601
FRANK MUNDY, PLS
919.380.8750
[e-mail]
GEOTECHNICAL
FALCON ENGINEERING, INC.
1210 TRINITY ROAD
SUITE 110
RALEIGH, NC 27607
CHRISTOPHER V. NORVILLE, P.E.
919.871.0800
cnorville @falconengineering.com
END
PROJECT
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FROM MOYE
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SOUTH TAR
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GREENWAY NEAR PITT STREET
-1-1- STA 40 + 00.00
-1-2- STA 50 + 00.00
SITE 3
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PREPARED IN THE OFFICE OF-
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P.O. BOX 33068 - RAPFIGH9 NORTH CARODNA 27630- 30'
PHONE. [phone] FAX. [phone] PE No, F -0 IoE
CO 2014
-1-3- STA 98 + 75.00
-1-4- STA 108 + 00.00
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/
GRAPHIC SCALE
10 0 20
6Tm%IIIIII` I
PLANS
10 0 20
PROFILE (HORIZONTAL)
2 0 4
I�
PROFILE (VERTICAL)
INOOMPLETE PLANS
DO NOT UOR POR A/W A00UISTION
PRELIMINARY PL?sN$
Do NOT uge FOR "fITRU�TION
END PROJECT EB -5539
-1-4- STA 126+15.00
ti
- ------
1
6
\ J� �� ----- - - - - -- - -------- - - - - --
SITE 13
Z CONTENTNEA �°
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Summary of Wetland, Stream, and Buffer Impacts
Site #
Station
Temporary
Wetland
Impacts
Permanent
Wetland
Impacts
Temporary
Stream
Impacts
Permanent
Stream
Impacts
Buffer Zone 1
Impacts
Buffer Zone 2
Impacts
[AC]
[AC]
[LF]
[LF]
[SF]
[SF]
1
- L1- 26 +84.33 to 27 +65.13
0.03
-
-
-
-
-
2
- L1- 28 +63.52 to 30 +39.76
0.04
<0.01
-
-
-
-
3
- L1- 30 +51.11 to 36 +63.85
<0.01
0.05
-
-
-
-
4
- L2- 52 +05.18 to 53 +62.51
-
-
-
-
2172
1833
5
- L2- 60 +80.15 to 62 +30.98
0.01
0.08
-
-
-
-
6
- L2- 63 +04.16 to 63 +75.42
<0.01
<0.01
-
-
-
-
7
- L3- 87 +34.11 to 88 +05.14
<0.01
<0.01
-
-
-
-
8
- L3- 90 +27.98 to 94 +10.67
0.03
0.08
-
-
-
-
9
- L3- 94 +57.45 to 95 +09.68
<0.01
<0.01
-
-
-
-
10
-L4- 109 +85.58 to 110 +69.85
<0.01
0.01
-
-
-
-
11
-L4- 110 +60.43 to 110 +91.39
<0.01
<0.01
-
-
-
-
12
-L4- 111 +59.19 to 119 +36.62
0.01
0.06
-
-
4170
13226
13
-L4- 122 +91.04 to 125 +47.32
-
-
-
-
479
3944
14
- L2- 55 +55.10 to 59 +42.80
-
-
-
-
5918
5209
15
- L3- 82 +12.67 to 85 +33.21
-
-
-
-
147
3895
16
- L3- 85 +50.97 to 86 +14.31
-
-
-
-
223
797
17
-L4- 109 +77.99 to 110 +24.54
-
-
-
-
-
167
Project Total
0.14
0.30
0
0
6342
15059
%0
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ALLEN THOMAS
MAYOR

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-- - - - -- - - .--------
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reliance on this document Without Written authorization and adoption by Kimley -Horn and Associates, Inc.
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Copyright Kimley -Horn and Associates, Inc., 2014
120'
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PREPARED IN THE O�F'FE C
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P.O. BOX 33068 - RALEIGH, NORTH CAROLINA 27636 -3068
PHONE. [phone] FAX. [phone] PE N0. F -0102
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SITES 1, 2 & 3
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LEGEND
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LIMITS OF DISTRUBANCE
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PERMANENT WETLAND IMPACTS
F
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SCALE: PROJECT:
SOUTH TAR RIVER GREENWAY,
PRELIMINARY I AS NOTED
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IMPACTS KEY SHEET &SUMMARY
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shall be Without liability to Kimley -Horn and Associates, Inc. 9 SHEET NUMBER:
Copyright Kimley -Horn and Associates, Inc., 2014 PHONED (9 19) 677 -2000 FAX- (9 19) 677 -2050 PE No, F -0 102 012654005 _

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DO NOT USE FOR CONSTRUCTION PHASE 3 (E B - 5 5 3 9 )
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intended only for the specific purpose and client for Which it Was prepared. Reuse of and improper SITE 4
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shall be Without liability to Kimley -Horn and Associates, Inc. , r.� N�M�_tz sHFEr NUMBER:
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-- - - - -- - - . -- - - - - - -
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TEMPORARY SILT FENCE
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LWITS OF DISTRUBANCE
ENVIRONMENTAL FEATURES KEY
-- - - - - - - - -- - - - - - -
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BZ 2
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TEMPORARY STREAM IMPACTS
PERMANENT WETLAND IMPACTS
F
PERMANENT STREAM IMPACTS
3 PREPARED IN THE OFFICE OFe c
2 WETLAND, STREAM, AND SCALE: PEOJECT
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NO.: REVISION: DATE: DRAWN BY: CHECKED BY: PRELIMINARY AS NOTED PHASE 3 (EB - 5539 )
DO NOT USE FOR CONSTRUCTION
This document, together With the concepts and designs presented herein, as an instrument of service, is
intended only for the specific purpose and client for Which it Was prepared. Reuse of and improper SITES 4 & 14
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shall be Without Hobility to Kimley -Horn and Associotes, Inc. 9 JOB NUMBER SHEET NUMBER:
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TEMPORARY WETLAND IMPACTS
TEMPORARY STREAM IMPACTS
LEGEND
TEMPORARY SILT FENCE
1 NCDOT STD 1605.011
LW1TS OF DISTRUBANCE
PERMANENT WETLAND IMPACTS
F
PERMANENT STREAM IMPACTS
3 PREPARED IN THE 1 = E , �
� WETLAND, STREAM, AND SCALE: F�
1 BUFFER IMPACT SHEET SOUTH TAR RIVER GREENWAY,
NO.: REVISION: DATE: DRAWN BY: CHECKED BY: ) PRELIMINARY AS NOTED
DO NOT USE FOR CONSTRUCTION PHASE 3 (E B - 5 5 3 9 )
This document, together With the concepts and designs presented herein, as an instrument of service, is
intended only for the specific purpose and client for Which it Was prepared. Reuse of and improper SITES 14 5 & 6
reliance on this document Without Written authorization and adoption by Kimley -Horn and Associates, Inc. P.O. BOX J X068 — RALEIGH NORTH CAROLINA 27636 -3068 ,
shall be Without Hobility to Kimley -Horn and Associotes, Inc. 9
Copyright Kimley -Horn and Associates, Inc., 2014 PHONEo (9 I9) 677 -2000 FAX- (9 19) 677 -2050 PE No. F -0102 012654005
BLOCK X
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IMPACTS KEY SHEET &SUMMARY
TEMPORARY WETLAND IMPACTS
TEMPORARY STREAM IMPACTS
LEGEND
TEMPORARY SILT FENCE
1 NCDOT STD 1605.011
LW1TS OF DISTRUBANCE
PERMANENT WETLAND IMPACTS
F
PERMANENT STREAM IMPACTS
3 PREPARED IN THE 1 = E , �
� WETLAND, STREAM, AND SCALE: F�
1 BUFFER IMPACT SHEET SOUTH TAR RIVER GREENWAY,
NO.: REVISION: DATE: DRAWN BY: CHECKED BY: ) PRELIMINARY AS NOTED
DO NOT USE FOR CONSTRUCTION PHASE 3 (E B - 5 5 3 9 )
This document, together With the concepts and designs presented herein, as an instrument of service, is
intended only for the specific purpose and client for Which it Was prepared. Reuse of and improper SITES 14 5 & 6
reliance on this document Without Written authorization and adoption by Kimley -Horn and Associates, Inc. P.O. BOX J X068 — RALEIGH NORTH CAROLINA 27636 -3068 ,
shall be Without Hobility to Kimley -Horn and Associotes, Inc. 9
Copyright Kimley -Horn and Associates, Inc., 2014 PHONEo (9 I9) 677 -2000 FAX- (9 19) 677 -2050 PE No. F -0102 012654005

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IMPACTS KEY SHEET &SUMMARY
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LEGEND
TEMPORARY SILT FENCE
(NCDOT STD 1605.01)
LIMITS OF DISTRUBANCE
TEMPORARY WETLAND IMPACTS PERMANENT WETLAND IMPACTS
F
TEMPORARY STREAM IMPACTS PERMANENT STREAM IMPACTS
3 PREPARED IN THE C�rF' E
2
WETLAND, STREAM, AND SCALE: PROJECT:
1 BUFFER IMPACT SHEET SOUTH TAR RIVER GREENWAY,
NO.: REVISION: DATE: DRAWN BY: CHECKED BY: ) PRELIMINARY AS NOTED
This document, together With the concepts and designs presented herein, os on instrument of service, is DO NOT USE FOR CONSTRUCTION PHASE 3 (E B - 5 5 3 9 )
intended only for the specific purpose and client for which it was prepared. Reuse of and improper SITE 6
reliance on this document without written outhorization and adoption by Kimley -Horn and Associates, Inc. P.O. BOX 5.068 - RALEIGH NORTH CAROLINA 27636 -3068
shall be without liability to Kimley -Horn and Associates, Inc. 9 SHEET NUMBER:
Copyright Kimley -Horn and Associates, Inc., 2014 PHONEo (9 19) 677 -2000 FAX- (9 19) 677 -2050 PE No. F -0102 012654005 C -9

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LEGEND
TEMPORARY SILT FENCE
1 NCDOT STD 1605.011
LIMITS OF DISTRUBANCE
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PERMANENT STREAM IMPACTS
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3 PREPARED IN THE C F' E c
2
WETLAND, STREAM, AND a�E: PROJECT:
1 BUFFER IMPACT SHEET SOUTH TAR RIVER GREENWAY,
NO.: REVISION: DATE: DRAWN BY: CHECKED BY: im e orn ) DO NOT USE FOR CONSTRUCTION PHASE 3 (E B - 5 5 3 9 ) PRELIMINARY AS NOTED
This document, together With the concepts and designs presented herein, as on instrument of service, is
intended only for the specific purpose and client for Which it Was prepared. Reuse of and improper SITE 15
reliance on this document Without Written outhorization and adoption by Kimley -Horn and Associates, Inc. P.O. BOX 5.068 - RALEIGH NORTH CAROLINA 27636 -3068
shall be Without liability to Kimley -Horn and Associates, Inc. 9 SHEET NUMBER:
Copyright Kimley -Horn and Associates, Inc., 2014 PHONEo (9 19) 677 -2000 FAX. [phone] PE No. F -0102 012654005 C-10

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IMPACTS KEY SHEET &SUMMARY
BZ 1 BUFFER ZONE l IMPACTS TEMPORARY WETLAND IMPACTS
BZ 2 T
BUFFER ZONE 2 /MPACTS TEMPORARY STREAM IMPACTS
LEGEND
TEMPORARY SILT FENCE
1 NCDOT STD 1605.011
LIMITS OF DISTRUBANCE
PERMANENT WETLAND IMPACTS
F
PERMANENT STREAM IMPACTS //S z
3 PREPARED IN THE - F CE
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1 BUFFER IMPACT SHEET SOUTH TAR RIVER GREENWAY,
NO.: REVISION: DATE: DRAWN BY: CHECKED BY:
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DO NOT USE FOR CONSTRUCTION PHASE 3 (E B - 5 5 3 9 )
This document, together With the concepts and designs presented herein, as on instrument of service, is
intended only for the specific purpose and client for Which it Was prepared. Reuse of and improper SITES 1 5 16 & 7
reliance on this document Without Written outhorization and adoption by Kimley -Horn and Associates, Inc. P.O. BOX 33068 - RAL DISH NORTH CAROL -ANA 27636 -3068 ,
shall be Without liability to Kimley -Horn and Associates, Inc. 9 r�B NJM _R SHEET NUMBER:
Copyright Kimley -Horn and Associates, Inc., 2014 PHONE. [phone] FAX- (9 19) 677 -2050 PE No. F -0102 012654005
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IMPACTS KEY SHEET &SUMMARY
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BZ 2 T
BUFFER ZONE 2 /MPACTS TEMPORARY STREAM IMPACTS
LEGEND
TEMPORARY SILT FENCE
1 NCDOT STD 1605.011
LIMITS OF DISTRUBANCE
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