20200606 Ver 1_401 Application_20200506

DWR
mrlslon of Water Resources
Pre -Construction Notification (PCN) Form
April 11, 2020 Ver 3.1
Initial Review
Has this project met the requirements for acceptance in to the review process?*
r Yes
r No
Is this project a public transportation project?*
G Yes r No
Change only if needed.
BIMS # Assigned
20200606
Is a payment required for this project?*
r No payment required
r Fee received
r Fee needed - send electronic notification
Reviewing Office *
Raleigh Regional Office - [phone]
Information for Initial Review
1a. Name of project:
Apex West Greenway
1a. Who is the Primary Contact?*
Drew Havens
1b. Primary Contact Email:*
[e-mail]
Date Submitted
5/6/2020
Nearest Body of Water
UT to Reedy Branch
Basin
Cape Fear
Water Classification
WS-N;NSW
Site Coordinates
Latitude:
35.7284
A. Processing Information
County (or Counties) where the project is located:
Wake
Is this a NCDMS Project
r Yes r No
Longitude:
-78.9308
Is this project a public transportation project?*
r Yes r No
1a. Type(s) of approval sought from the Corps:
W Section 404 Permit (wetlands, streams and waters, Clean Water Act)
r Section 10 Permit (navigable waters, tidal waters, Rivers and Harbors Act)
Version#*
1
What amout is owed?*
r $240.00
r $570.00
Select Project Reviewer*
Stephanie Goss:eads\szgoss
1c. Primary Contact Phone:*
[phone]
1b. What type(s) of permit(s) do you wish to seek authorization?

W Nationwide Permit (NWP)
r Regional General Permit (RGP)
r Standard (IP)
1c. Has the NWP or GP number been verified by the Corps?
r Yes r No
Nationwide Permit (NWP) Number:
Nationwide Permit (NWP) Number:
NWP Numbers (for multiple NWPS):
1d. Type(s) of approval sought from the DWR:
W 401 Water Quality Certification - Regular
r Non-404 Jurisdictional General Permit
r Individual Permit
14 - Linear transportation
13 - Bank Stabilization
le. Is this notification solely for the record because written approval is not required?
For the record only for DWR 401 Certification:
For the record only for Corps Permit:
F- 401 Water Quality Certification - Express
P Riparian Buffer Authorization
1f. Is this an after -the -fact permit application?*
r Yes r No
1g. Is payment into a mitigation bank or in -lieu fee program proposed for mitigation of impacts?
r Yes r No
1g. Is payment into a mitigation bank or in -lieu fee program proposed for mitigation of impacts?
r Yes r No
Acceptance Letter Attachment
1h. Is the project located in any of NC's twenty coastal counties?
r Yes r No
1j. Is the project located in a designated trout watershed?
r Yes r No
B. Applicant Information
1d. Who is applying for the permit?
W Owner r Applicant (other than owner)
le. Is there an Agent/Consultant for this project?*
r Yes r No
2. Owner Information
2a. Name(s) on recorded deed:
Town of Apex
2b. Deed book and page no.:
2c. Responsible party:
2d.Address
Street Address
73 Hunter Street
Address Line 2
City
Apex
Fbstal / Zip Code
27502
2e. Telephone Number:
[phone]
2g. Email Address:*
drew.havens@ape>Tic.org
State / Rovince / legion
NC
Country
USA
2f. Fax Number:
r Yes r No
r Yes r No

4. Agent/Consultant (if applicable)
4a. Name:
Rob Crowther
4b. Business Name:
Carolina Ecosystems, Inc.
4c.Address
Street Address
3040 NC Hwy 42 West
Address Line 2
City
Clayton
Postal / Zip Code
27520
4d. Telephone Number:
[phone]
4f. Email Address:*
rob. [e-mail]
Agent Authorization Letter*
CE I_OI iveCha pel Road_Age ntAuthorizatio n. pdf
State / Province / Region
NC
Country
USA
4e. Fax Number:
146.96KB
C. Project Information and Prior Project History C^U
1. Project Information
1b. Subdivision name:
(if appropriate)
1c. Nearest municipality/ town:
Apex
2. Project Identification
2a. Property Identification Number:
2c. Project Address
Street Address
2925 Olive Chapel Road
Address Line 2
city
Apex
Postal / Zip Code
27502
3. Surface Waters
3a. Name of the nearest body of water to proposed project:*
UT to Reedy Branch
3b. Water Resources Classification of nearest receiving water:*
WS-IV; NSW
3c. What river basin(s) is your project located in?*
Cape Fear
3d. Please provide the 12-digit HUC in which the project is located.
030300020609
4. Project Description and History
2b. Property size:
0.6
State Fnwince/ Region
NC
Country
USA
4a. Describe the existing conditions on the site and the general land use in the vicinityof the project at the time of this application:*
The proposed Apex West Greenway is situated on an existing multi -use easement owned by the Town of Apex Residential neighborhoods, as well as the American Tobacco Trail are in
the vicinity of the project location. The site is currently forested, although encroached upon by a nearby development.
4b. Have Corps permits or DWR certifications been obtained for this project (including all prior phases) in the past?*
F Yes G No F Unknown
4d. Attach an 8 1/2 X 11 excerpt from the most recent version of the USGS topographic map indicating the location of the project site. (for DWR)
OliveChapel_Fig1_USGS.pdf 577.5KB

4e. Attach an 8 1/2 X 11 excerpt from the most recent version of the published County NRCS Soil Survey map depicting the project site. (for DWR)
OliveChapel_Fig2_NRCS.pdf 1.69MB
4f. List the total estimated acreage of all existing wetlands on the property:
0.06
4g. List the total estimated linear feet of all existing streams on the property:
151
4h. Explain the purpose of the proposed project:*
The proposed Apex West Greenway would connect an eAsting multi -use path along Olive Chapel Road to the American Tobacco Trail. This approximate 700-foot addition would allow
for the safe access to the American Tobacco Trail by pedestrians and other users from the nearby housing developments and greater community of Apex
4i. Describe the overall project in detail, including indirect impacts and the type of equipment to be used:*
The Apex West Greenway, as proposed, would follow an existing multi -use easement. Tree clearing is anticipated in order to perform construction of the greenway trail, boardwalks, and
culvert. Standard construction equipment is likely to be used including graders, backhoes, and cranes to construct the boardwalk sections. The proposed greenway will cross one
modified (ditched) stream, with associated bank stabilization, and boardwalk over two wetland areas.
4j. Please upload project drawings for the proposed project.
2020-05-04-ApexWest_Combined.pdf 16.97MB
5. Jurisdictional Determinations
5a. Have the wetlands or streams been delineated on the propertyor proposed impact areas?*
r Yes r No C Unknown
Comments:
5b. If the Corps made a jurisdictional determination, what type of determination was made?*
r Preliminary r Approved r Not Verified r Unknown r N/A
Corps AID Number:
SAW-2020-00684
5c. If 5a is yes, who delineated the jurisdictional areas?
Name (if known):
Agency/Consultant Company: Carolina Ecosystems, Inc
Other:
5d1. Jurisdictional determination upload
6. Future Project Plans
6a. Is this a phased project?*
r Yes r No
Are any other NWP(s), regional general permit(s), or individual permits(s) used, or intended to be used, to authorize any part of the proposed project or related activity?
This project will connect two eAsting greenway/pedestrian paths, and no additional segments are needed to complete the connection.
D. Proposed Impacts Inventory
1. Impacts Summary
la. Where are the impacts associated with your project? (check all that apply):
W Wetlands W Streams -tributaries m Buffers
r Open Waters r Pond Construction
2. Wetland Impacts
2a1 Reason (?) 2b. Impact type * M 2c. Type of W. �rW. name * 2e. Forested * �2f. Type of 2g. Impact
Jurisdicition*(?) area*
2
Boardwalk
P
Headwater Forest
WC
Yes
Corps
0.000
(acres)
4
Boardwalk
P
Headwater Forest
WA
Yes
Corps
0.000
(acres)
2g. Total Temporary Wetland Impact
0.000
2g. Total Permanent Wetland Impact
0.000
2g. Total Wetland Impact
0.000

2h. Comments:
Actual wetland impacts for boardwalk timber piles are approbmately 8 square feet at Site 2 (20 7.5-inch piles), and 4 square feet (9 7.5-inch piles) at
Site 4. See attached Wetland Impact Summary Sheet.
3. Stream Impacts
F
3a. Reason for impact (?)
3b.lmpact type *
3c. Type of impact*
3d. S. name *
3e. Stream Type *
3f. Type of
3h. Impact
(?)
]3g.S.width*
Jurisdiction*
length*
S1
Stream Crossing
9
Permanent
Bank Stabilization
SB
Intermittent
Both
2
25
Average (feet)
(linearfeet)
S2
Channel Stabilization
Permanent
Bank Stabilization
SB
Intermittent
Corps
p
2
155
Average (feet)
(linearfeet)
S3
Pipe Removal
Temporary
Other
F
Intermittent
Corps
2
10
Average (feet)
(linearfeet)
S4
Rip Rap Outlet
Permanent
Rip Rap Fill
�SA
Intermittent
Corps
2
10
Average (feet)
(lir�rfeet)
31. Total jurisdictional ditch impact in square feet:
0
31. Total permanent stream impacts:
190
31. Total stream and ditch impacts:
200
3j. Comments:
6. Buffer Impacts (for DWR)
6a. Project is in which protect basin(s)?
Check all that apply.
r Neuse
r Catawba
r Goose Creek
r Other
3i. Total temporary stream impacts:
10
r Tar -Pamlico
f Randleman
V Jordan Lake
6b. Impact Type 6c. Per or Temp 6d. Stream name 6e. Buffer mitigation required? 6f. Zone 1 impact 6g. Zone 2 impact
Stream Crossing
P
SB
No
1,519
552
Bank Stabilization
P
SB
No
2,968
0
6h. Total buffer impacts:
Zone 1 Zone 2
Total Temporary impacts: 0.00 0.00
Zone 1
Zone 2
Total Permanent impacts: 4,487.00
552.00
........ ......... ......... .........
Zone 1
......... ..............
Zone 2
Total combined buffer impacts: 4,487.00
552.00
6i. Comments:
Supporting Documentation
01-ApexWest_Permit Drawings_ Buffer_20200417.pdf
01-ApexWest_Permit Drawings_20200417.pdf
� E. Impact Justification and Mitigation
1. Avoidance and Minimization
718.75KB
1.3MB
la. Specifically describe measures taken to avoid or minimize the proposed impacts in designing the project:

The construction of two boardwalks will raise the greenway and span the wetlands that were identified on the site, therefore minimizing wetland fill and
allowing natural hydrology. The greenway crossing of stream SB is approximately perpendicular. Site photos of feature stream SB have been attached
to this application. The stream is ditched, and perched above the elevation of another non -jurisdictional ditch that parallels the American Tobacco
Trail. This modified stream feature was included in the Preliminary Jurisdictional Determination that was previously submitted (SAW-2020-00684), but
shows questionable jurisdictional characteristics given it's location within the landscape and small watershed size (>10 acres). The ditch carrying the
stream will be lowered to allow the greenway to cross it, and the banks stabilized with riprap to prevent erosion and increase stability.
1b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques:
Sediment and erosion control measures will be implemented according to NC requirements, and
approved by NCDEQ prior to implementation. Jurisdictional areas that are not permitted to be impacted and
are adjacent to construction areas will be clearly marked with protection fencing or other similar method to
avoid inadvertent encroachment. Copies of the issued buffer authorization and impact areas will be provided
to the prime contractor and all subcontractors working in or near jurisdictional areas.
2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State
2a. Does the project require Compensatory Mitigation for impacts to Waters of the U.S. or Waters of the State?
r Yes r No
2b. If this project DOES NOT require Compensatory Mitigation, explain why:
Wetland impacts are minimal due to the proposed boardwalk. The stream impacts are mostly due to bank stabilization of an existing modified (ditched) stream channel.
F. Stormwater Management and Diffuse Flow Plan (required by DWR)
1. Diffuse Flow Plan
1a. Does the project include or is it adjacent to protected riparian buffers identified within one of the NC Riparian Buffer Protection Rules?
r Yes r No
What type of SCM are you providing?
r Level Spreader
r Vegetated Conveyance (lower SHWT)
r Wetland Swale (higher SMNT)
r Other SCM that removes minimum 30 % nitrogen
17 Proposed project will not create concentrated stormwater flow through the buffer
Diffuse Flow Documentation
2. Stormwater Management Plan
2a. Is this a NCDOT project subject to compliance with NCDOT's Individual NPDES permit NCS000250?*
r Yes r No
2b. Does this project meet the requirements for low density projects as defined in 15ANCAC 02H .1003(2)?
r Yes r No
2c. Does this project have a stormwater management plan (SMP) reviewed and approved under a state stormwater program or state -approved local government stormwater
program?
r Yes r No
r N/A - project disturbs < 1 acre
2d. Which of the following stormwater management program(s) apply:
W Local Government F State
Local Government Stormwater Programs
W Phase II W NSW r USMP r Water Supply
Please identify which local government stormwater program you are using.
Apex
Comments:
Please refer to plans - stormwater will sheet flow across 3:1 and 4:1 vegetated side slopes and no new stormwater ouffalls are proposed.
G. Supplementary Information
1. Environmental Documentation
la. Does the project involve an expenditure of public (federal/state/local) funds or the use of public (federal/state) land?*
r Yes r No
1b. If you answered "yes" to the above, does the project require preparation of an environmental document pursuant to the requirements of the National or State (North Carolina)
Environmental Policy Act (NEPA /SEPA)? *
r Yes r No
Comments:*
The proposed project is being funded by the Town of Apex which does not require further environmental documentation.

2. Violations (DWR Requirement)
2a. Is the site in violation of DWR Water Quality Certification Rules (15ANCAC 21-1.0500), Isolated Wetland Rules (15A NCAC 2H .1300), or DWR Surface Water or Wetland Standards or
Riparian Buffer Rules (15A NCAC 2B .0200)?*
r Yes r No
3. Cumulative Impacts (DWR Requirement)
3a. Will this project result in additional development, which could impact nearby downstream water quality?*
r Yes r No
3b. If you answered "no," provide a short narrative description.
The project connects two eAsting pedestrian paths and is not anticipated to spur development.
4. Sewage Disposal (DWR Requirement)
4a. Is sewage disposal required by DWR for this project?*
r Yes r No r N/A
5. Endangered Species and Designated Critical Habitat (Corps Requirement)
5a. Will this project occur in or near an area with federally protected species or habitat?*
r Yes r No
5b. Have you checked with the USFWS concerning Endangered Species Act impacts?*
r Yes r No
5c. If yes, indicate the USFWS Field Office you have contacted.
Raleigh
5d. Is another Federal agency involved?*
r Yes r No
5e. Is this a DOT project located within Division's 1-8?
r Yes r No
5f. Will you cut any trees in order to conduct the work in waters of the U.S.?
r Yes r No
5g. Does this project involve bridge maintenance or removal?
r Yes r No
5h. Does this project involve the construction/installation of a wind turbine(s)?*
r Yes r No
r Unknown
Si. Does this project involve (1) blasting, and/or (2) other percussive activities that will be conducted by machines, such as jackhammers, mechanized pile drivers, etc.?
r Yes r No
If yes, please provide details to include type of percussive activity, purpose, duration, and specific location of this activity on the property.
5j. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical Habitat?
USFWS Information for Planning and Consulting. https://ecos.Nvs.gov/ipac/location/RCFJMXUEM5EGPOKOLE4GZJC414/resources
Boardwalk piles will be installed using mechanized percussive means. Please refer to attached construction plans.
Consultation Documentation Upload
6. Essential Fish Habitat (Corps Requirement)
6a. Will this project occur in or near an area designated as an Essential Fish Habitat?*
r Yes r No
6b. What data sources did you use to determine whether your site would impact an Essential Fish Habitat?*
NOAA Essential Fish Habitat Mapper. https://wmw.habitat.noaa.gov/protection/efh/efhmapper/
7. Historic or Prehistoric Cultural Resources (Corps Requirement)
7a. Will this project occur in or near an area that the state, federal or tribal governments have designated as having historic or cultural preservation status?*
r Yes r No
7b. What data sources did you use to determine whether your site would impact historic or archeological resources?*
NC Historic Preservation Office Web Mapper. https://ne.maps.arcgis.conilapps/v ebappvievver/
There are several surveyed sites within one mile of the proposed project along Olive Chapel Road, but none are adjacent to the project area.
Appropmately 0.5 mile west of the site is a Study List Individual Entry (WA1047 H.T. Lawrence Farm) located on Lawson Lane.

7c. Historic or Prehistoric Information Upload
8. Flood Zone Designation (Corps Requirement)
8a. Will this project occur in a FEMA-designated 100-year floodplain?*
r' Yes r No
8c. What source(s) did you use to make the floodplain determination?*
FEMA Floodmap Service Center. https:gmsc.fema.gov/portal/search
Miscellaneous
Comments
Miscellaneous attachments not previously requested.
ApexWestGreenway_StreamSB. pdf
Signature
W By checking the box and signing below, I certify that:
1.62MB
• I have given true, accurate, and complete information on this form;
• I agree that submission of this PCN form is a "transaction" subject to Chapter 66, Article 40 of the NC General Statutes (the "Uniform Electronic Transactions Act');
• I agree to conduct this transaction by electronic means pursuant to Chapter 66, Article 40 of the NC General Statutes (the "Uniform Electronic Transactions Act');
I understand that an electronic signature has the same legal effect and can be enforced in the same way as a written signature; AND
• I intend to electronically sign and submit the PCN form.
Full Name:
Robert Crowther
Signature
�OG�EGC`�a�
Date
5/6/2020

3040 NC Hwy 42 West; Clayton, NC 27520
P:919-359-1102 – F:919-585-5570

PROPERTY ACCESS AND AGENT AUTHORIZATION FORM

Property Information

Property Address and/or Description

Olive Chapel Road Sidewalk Extension

City: Apex State: NC County: Wake Property Size (Acres): 0.6

Property Owner Information
Owner: Authorized Agent*:

Name: Town of Apex

Title:

Mr. Andrew Havens, Town Manager

Street Address:

73 Hunter Street

City: Apex State: NC Zip Code: 27502

*Written proof of authorization from owner required.

Authorization

I hereby grant Carolina Ecosystems, Inc. (CEI) staff, their designated contractors and representatives, as well as other
Federal, State or local authorities access to the above referenced property when necessary for the purposes of conducting
on-site environmental consulting services. I also grant CEI the authority to act as authorized agent on behalf of the owner
of the above listed property for the communication, submission, and/or application to relevant government entities,
including local, state, and federal authorities, for the review, acceptance, concurrence, and/or approval of environmental
information, documents, and/or permit requests concerning the above listed property. These services may include
regulatory determinations of environmental features on my property such as issuing a determination associated with
streams, wetlands, and/or coastal resources. I certify that I am the legal owner or authorized agent o f the legal owner of
the above property and have authority to grant such access. I have made CEI aware of, and supplied all available records
related to, previous environmental investigations on the subject property of which I have knowledge.

Owner/Agent (signature) Date

Parcel Identification Number(s) (PIN)

Existing Town of Apex Multi-Use Easement
03/03/2020
Figure 1: USGS MapNew Hill (2016) USGS 1:24,000 Quadrangle Map³Study AreaMap Date:Revised: Revised: Revised: March 20200 750 1,500FeetOlive Chapel Road GreenwayWake County, NC
Figure 2: NRCS MapWake County NRCS Soil Survey Map 64³Study AreaMap Date:Revised: Revised: Revised: April 20200 200 400FeetOlive Chapel Road GreenwayWake County, NC
SITE
PROJECTWAKE COUNTYCHATHAM COUNTY64
REEDY BRANCH
540
SR1163 KELLY RD.SR1160 OLIVE CHAPEL RD.SR1145 RICHARDSON RD.BEAVER CREEK
BEAVER CREEK.DR LEPAHC EVILO - LLIH WEN 1411RS.DR EUCEBRAB XEPA 2611R
SLIAR
T OCCABOT NACIREMA VICINITY MAP
150 OLI
VE CHAPEL RD.CONCEXI
STI
NG 30’ POW
ER EASEM
ENTEXI
STI
NG 30’ PO
W
ER EA
SEM
EN
TEXISTING 40’ TOWN OF CARY UTILITY & PIPELINE EASEMENT(IN
SI
DE R/
W
)
M
ULTI-USE EASEM
ENTEX
I
STI
NG TO
W
N
O
F
A
PEX
M
U
LTI-
U
SE EASEM
EN
TEXI
STIN
G TOW
N OF APEX
MULTI-USE EASEMENT
EXISTING 20’ TOWN OF APEX MULTI-USE EASEMENTEXISTING 20’ TOWN OF APEX MON
CONC
EIP
EIP
EIP
R/W MON
R/W MON
MON
CONC SOI
LGRAVELNC GRID
NAD 83 NA 2011
WOODS
WOODS
WOODS
SI
DEW
ALK EASEM
ENTEX
I
STI
NG R/
W
EX
I
STIN
G R/
W
EXI
STI
NG R/
WAMERICAN TOBACCO TRAILAPPROXIM
ATE EXI
STI
NG R/
W (CALCULATED)APPROXIM
ATE EXI
STI
NG R/
W
(CALCULATED)
R/W MON
WIDTH VARIESWETLANDS
WETLANDS
WETLANDS15+00BUFFER IMPACTS PERMIT
SHEET 1 OF 3
BUFFER DRAWING
PROJECT DATA
-L- STA. 11+70.00
BEGIN BOARDWALK
-L- STA. 12+80.00
END BOARDWALK
-L- STA. 15+74.00
BEGIN BOARDWALK
-L- STA. 16+44.00
END BOARDWALK
TOBACCO TRAIL
TIE TO AMERICAN
-L- STA. 10+08.00
BEGIN PROJECT
MULTI-USE PATH
TIE TO EXISTING
-L- STA. 17+00.00
END PROJECT
SITE 1
REVISIONS:
NO.DATE
WEI PROJECT NO.:
20326.01
PLANS PREPARED BY:
ENGINEERING
ETHERILL
DESCRIPTION
UNLESS ALL SIGNATURES COMPLETED
DOCUMENT NOT CONSIDERED FINAL
ENGINEER
ROADWAY
ENGINEER
HYDRAULICS
Bus: 919 851 8077 Fax: [phone]
License No. F-0377
1223 Jones Franklin Rd. Raleigh, N.C. 27606
PLANS PREPARED FOR:
INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
APEX WEST GREENWAY
TO AMERICAN TOBACCO TRAIL
OLIVE CHAPEL ROAD
CONNECTION FROM
919.372.7468
APEX, NC 27502
PO BOX 250
PARKS AND GREENWAY PLANNER
ANGELA REINCKE
PROJECT CONTACT:
DATE: MARCH 4, 2020
Apex, NC 27502
73 Hunter Street
TOWN OF APEX 1
NORTH CAROLINA
TOWN OF APEX
APEX WEST GREENWAY
COVER SHEET
GRADING, PAVING, STRUCTURE, DRAINAGE, & EROSION CONTROL
TYPE OF WORK:
FROM OLIVE CHAPEL RD. TO AMERICAN TOBACCO TRAIL
LOCATION:
CONSTRUCTION PLANS FOR:
WETLANDS
WETLANDS
WETLANDS
100 YR. FLOOD FRINGE
500 YR. FLOOD FRINGE 15+00TIE TO EXIST TRAIL
-L- STA. 10+08.00
BEGIN PROJECT
TIE TO EXISTING DITCH
-D- STA. 10+00.00
BEGIN CONTRUCTION
TIE TO EXISTING DITCH
-D- STA. 12+00.00
END CONTRUCTION
TIE TO EXIST TRAIL
-L- STA. 17+00.00
END PROJECT
-L- STA. 15+74.00
BEGIN BOARDWALK
-L- STA. 16+44.00
END BOARDWALK-L- STA. 11+70.00
BEGIN BOARDWALK
-L- STA. 12+80.00
END BOARDWALK
ALLOWABLE IMPACTS ZONE 1
ALLOWABLE IMPACTS ZONE 2
SHEET 2 OF 3
BUFFER DRAWING
SEE DETAIL B
SEE DETAIL A
CL I RIP RAP
SEE DETAIL D
SEE DETAIL C
CL B RIP RAP
CL B RIP RAP
RETAIN REMOVE
DI
SEE DETAIL D
FES
AT OUTLET
FLARED END SECTION
15" RCP-IV WITH
SECTIONS
FLARED END
30" RCP-III WITH
WITH FLARED END SECTIONS
18" RCP-III
EXISTING MULTI-USE PATH
END OF EXISTING MULTI-USE PATH
Slope
Ditch
Front
GROUND
NATURAL
SLOPE
FILL
Geotextile
REVISIONS:
NO.DATE
WEI PROJECT NO.:
20326.01
PLANS PREPARED BY:
ENGINEERING
ETHERILL
DESCRIPTION
UNLESS ALL SIGNATURES COMPLETED
DOCUMENT NOT CONSIDERED FINAL
ENGINEER
ROADWAY
ENGINEER
HYDRAULICS
Bus: 919 851 8077 Fax: [phone]
License No. F-0377
1223 Jones Franklin Rd. Raleigh, N.C. 27606
PLANS PREPARED FOR:
INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
APEX WEST GREENWAY
TO AMERICAN TOBACCO TRAIL
OLIVE CHAPEL ROAD
CONNECTION FROM
919.372.7468
APEX, NC 27502
PO BOX 250
PARKS AND GREENWAY PLANNER
ANGELA REINCKE
PROJECT CONTACT:
DATE: MARCH 4, 2020
Apex, NC 27502
73 Hunter Street
TOWN OF APEX
150 24"
R
C
P15" HDPEN 1803’23" E271.03’N 6034’46" E
390.29’N 2001’07" E94.30’N 8932’22" E
364.47’
N 8932’22" E
115.10’S 1209’04" W264.90’OLI
VE CHAPEL RD.CONCN 0244’33" E216.38’SSMH
SSMH
SSMH
TOP=262.35’
TOP=250.26’
TOP=246.77’EXI
STI
NG 30’ POW
ER EASEM
ENTEXI
STI
NG 30’ POW
ER EASEM
ENTEXISTING 40’ TOWN OF CARY UTILITY & PIPELINE EASEMENT(I
NSI
DE R/
W
)
M
ULTI-USE EASEM
ENTEXI
STI
NG TOW
N OF APEX
M
ULTI-USE EASEM
ENTEXI
STI
NG TOW
N
O
F APEX
MULTI-USE EASEMENT
EXISTING 20’ TOWN OF APEX MULTI-USE EASEMENTEXISTING 20’ TOWN OF APEX MON
CONC
EIP
EIP
EIP
R/W MON
R/W MON
MON
CONC 36"
W
OOD SPLI
T RAI
LSOI
LGRAVELNC GRID
NAD 83 NA 2011
WOODS
WOODS
WOODS
SI
DEW
ALK EASEM
ENTEXI
STI
NG R/
W
EXI
STI
NG R/
W
EXI
STI
NG R/
W
JV OWNER, LLC
RREF II-SH RICHARDSON
BM 2016 PG 1850-1853
DB 16296 PG 2213
JV OWNER, LLC
RREF II-SH RICHARDSON
BM 2016 PG 1850-1853
DB 16296 PG 2213
WAKE COUNTY
RACHEL B. PRICE &
DB 9276 PG 1339
WAKE COUNTY
DB 9276 PG 1339
OF AMERICA
UNITED STATES
DB 1932 PG 120AMERICAN TOBACCO TRAILSB
WC-01
WC-02
WC-03
WC-04
WC-101
WC-102
WC-103
WC-104
WC-105
WB-03
WB-02
SA
WB-01
SA
WA-10
WA-09
WA-06
WA-07
WA-08
WA-02
WA-03
WA-04 WA-11
WA-12
WA-13
WA-01
WA-14
WA-15
144
252.19
138
248.36
WA-05APPROXI
M
ATE EXI
STI
NG R/
W
(CALCULATED)APPROXI
M
ATE EXI
STI
NG R/
W
(CALCULATED)
R/W MON
SADDLEBROOK SUBDIVISIONWIDTH VARIES0
1"=30’
1530 30 60
EXISTING CONDITIONS
4
( Not to Scale)
STANDARD BASE DITCH
DETAIL A
B= 2.0 Ft.
Max. d= 2.0 Ft.
Min. D= 2.0 Ft.
*When B is < 6.0’
( Not to Scale)
STANDARD BASE DITCH
DETAIL B
B= 2.0 Ft.
Min. D= 1.0 Ft.
FROM STA 10+00. TO STA. 10+85 -D-
FROM STA. 11+08 TO STA. 12+00 -D-
Flatter4:1 or
D
( Not to Scale)
SPECIAL CUT DITCH
FROM STA. 15+00 TO STA. 15+25 -L- RT
DETAIL C
Min. D= 0.5 Ft.
Ground
Natural
( Not to Scale)
TOE PROTECTION
d
FLATTER2:1 ORDETAIL D
b
b= 5.0 Ft.
d= 1.0 Ft.
Type of Liner= COIR FIBER MATTING
B
2:12:1D
Ground
Natural
Ground
Natural
2:12:1D
B
d
Ground
Natural
Ground
Natural
Type of Liner= CLASS I Rip-Rap
Flatter4:1 or
FROM STA. 15+25 TO STA. 15+50 -L- RT
FROM STA. 11+50 TO STA. 11+75 -L- RT
ROAD
CROSSING BRIDGE
PARALLEL
IMPACT
ZONE 1
(ft2)
ZONE 2
(ft2)
TOTAL
(ft2)
ZONE 1
(ft2)
ZONE 2
(ft2)
TOTAL
(ft2)
ZONE 1
(ft2)
ZONE 2
(ft2)
1 Boardwalk/Walkway/30" RCP -L-10+00 to 11+15 X 1519.0 552.0
Channel 2968.0
TOTAL:4487.0 552.0 0.0 0.0 0.0 0.0 0.0 0.0
IMPACT
RIPARIAN BUFFER IMPACTS SUMMARY
TYPE
SITE NO.STRUCTURE SIZE / TYPE
STATION
(FROM/TO)
ALLOWABLE MITIGABLE
BUFFER
REPLACEMENT
SHEET 3 OF 3
Apex Greenway

4/16/2020
N.C. DEPT. OF TRANSPORTATION
DIVISION OF HIGHWAYS

Wake County
Rev. May 2006
SITE
PROJECTWAKE COUNTYCHATHAM COUNTY64
REEDY BRANCH
540
SR1163 KELLY RD.SR1160 OLIVE CHAPEL RD.SR1145 RICHARDSON RD.BEAVER CREEK
BEAVER CREEK.DR LEPAHC EVILO - LLIH WEN 1411RS.DR EUCEBRAB XEPA 2611R
SLIAR
T OCCABOT NACIREMA VICINITY MAP
150 OLI
VE CHAPEL RD.CONCEXI
STI
NG 30’ POW
ER EASEM
ENTEXI
STI
NG 30’ PO
W
ER EA
SEM
EN
TEXISTING 40’ TOWN OF CARY UTILITY & PIPELINE EASEMENT(IN
SI
DE R/
W
)
M
ULTI-USE EASEM
ENTEX
I
STI
NG TO
W
N
O
F
A
PEX
M
U
LTI-
U
SE EASEM
EN
TEXI
STIN
G TOW
N OF APEX
MULTI-USE EASEMENT
EXISTING 20’ TOWN OF APEX MULTI-USE EASEMENTEXISTING 20’ TOWN OF APEX MON
CONC
EIP
EIP
EIP
R/W MON
R/W MON
MON
CONC SOI
LGRAVELNC GRID
NAD 83 NA 2011
WOODS
WOODS
WOODS
SI
DEW
ALK EASEM
ENTEX
I
STI
NG R/
W
EX
I
STIN
G R/
W
EXI
STI
NG R/
WAMERICAN TOBACCO TRAILAPPROXIM
ATE EXI
STI
NG R/
W (CALCULATED)APPROXIM
ATE EXI
STI
NG R/
W
(CALCULATED)
R/W MON
WIDTH VARIESWETLANDS
WETLANDS
WETLANDS15+00SHEET 1 OF 4
PERMIT DRAWING
PROJECT DATA
-L- STA. 11+70.00
BEGIN BOARDWALK
-L- STA. 12+80.00
END BOARDWALK
-L- STA. 15+74.00
BEGIN BOARDWALK
-L- STA. 16+44.00
END BOARDWALK
TOBACCO TRAIL
TIE TO AMERICAN
-L- STA. 10+08.00
BEGIN PROJECT
MULTI-USE PATH
TIE TO EXISTING
-L- STA. 17+00.00
END PROJECT
SITE 1
SITE 4
SITE 3
SITE 2
REVISIONS:
NO.DATE
WEI PROJECT NO.:
20326.01
PLANS PREPARED BY:
ENGINEERING
ETHERILL
DESCRIPTION
UNLESS ALL SIGNATURES COMPLETED
DOCUMENT NOT CONSIDERED FINAL
ENGINEER
ROADWAY
ENGINEER
HYDRAULICS
Bus: 919 851 8077 Fax: [phone]
License No. F-0377
1223 Jones Franklin Rd. Raleigh, N.C. 27606
PLANS PREPARED FOR:
INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
APEX WEST GREENWAY
TO AMERICAN TOBACCO TRAIL
OLIVE CHAPEL ROAD
CONNECTION FROM
919.372.7468
APEX, NC 27502
PO BOX 250
PARKS AND GREENWAY PLANNER
ANGELA REINCKE
PROJECT CONTACT:
DATE: MARCH 4, 2020
Apex, NC 27502
73 Hunter Street
TOWN OF APEX 1
NORTH CAROLINA
TOWN OF APEX
APEX WEST GREENWAY
COVER SHEET
GRADING, PAVING, STRUCTURE, DRAINAGE, & EROSION CONTROL
TYPE OF WORK:
FROM OLIVE CHAPEL RD. TO AMERICAN TOBACCO TRAIL
LOCATION:
CONSTRUCTION PLANS FOR:
WETLAND AND SURFACE WATER IMPACTS PERMIT
WETLANDS
WETLANDS
WETLANDS
100 YR. FLOOD FRINGE
500 YR. FLOOD FRINGE
SITE 1
SITE 2
SITE 3
SITE 415+00TIE TO EXIST TRAIL
-L- STA. 10+08.00
BEGIN PROJECT
TIE TO EXISTING DITCH
-D- STA. 10+00.00
BEGIN CONTRUCTION
TIE TO EXISTING DITCH
-D- STA. 12+00.00
END CONTRUCTION
TIE TO EXIST TRAIL
-L- STA. 17+00.00
END PROJECT
-L- STA. 15+74.00
BEGIN BOARDWALK
-L- STA. 16+44.00
END BOARDWALK-L- STA. 11+70.00
BEGIN BOARDWALK
-L- STA. 12+80.00
END BOARDWALK
SHEET 2 OF 4
PERMIT DRAWING
SEE DETAIL B
SEE DETAIL A
CL I RIP RAP
SEE DETAIL D
SEE DETAIL C
CL B RIP RAP
CL B RIP RAP
RETAIN REMOVE
DI
SEE DETAIL D
FES
AT OUTLET
FLARED END SECTION
15" RCP-IV WITH
SECTIONS
FLARED END
30" RCP-III WITH
WITH FLARED END SECTIONS
18" RCP-III
EXISTING MULTI-USE PATH
END OF EXISTING MULTI-USE PATH
Slope
Ditch
Front
GROUND
NATURAL
SLOPE
FILL
Geotextile
REVISIONS:
NO.DATE
WEI PROJECT NO.:
20326.01
PLANS PREPARED BY:
ENGINEERING
ETHERILL
DESCRIPTION
UNLESS ALL SIGNATURES COMPLETED
DOCUMENT NOT CONSIDERED FINAL
ENGINEER
ROADWAY
ENGINEER
HYDRAULICS
Bus: 919 851 8077 Fax: [phone]
License No. F-0377
1223 Jones Franklin Rd. Raleigh, N.C. 27606
PLANS PREPARED FOR:
INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
APEX WEST GREENWAY
TO AMERICAN TOBACCO TRAIL
OLIVE CHAPEL ROAD
CONNECTION FROM
919.372.7468
APEX, NC 27502
PO BOX 250
PARKS AND GREENWAY PLANNER
ANGELA REINCKE
PROJECT CONTACT:
DATE: MARCH 4, 2020
Apex, NC 27502
73 Hunter Street
TOWN OF APEX
150 24"
R
C
P15" HDPEN 1803’23" E271.03’N 6034’46" E
390.29’N 2001’07" E94.30’N 8932’22" E
364.47’
N 8932’22" E
115.10’S 1209’04" W264.90’OLI
VE CHAPEL RD.CONCN 0244’33" E216.38’SSMH
SSMH
SSMH
TOP=262.35’
TOP=250.26’
TOP=246.77’EXI
STI
NG 30’ POW
ER EASEM
ENTEXI
STI
NG 30’ POW
ER EASEM
ENTEXISTING 40’ TOWN OF CARY UTILITY & PIPELINE EASEMENT(I
NSI
DE R/
W
)
M
ULTI-USE EASEM
ENTEXI
STI
NG TOW
N OF APEX
M
ULTI-USE EASEM
ENTEXI
STI
NG TOW
N
O
F APEX
MULTI-USE EASEMENT
EXISTING 20’ TOWN OF APEX MULTI-USE EASEMENTEXISTING 20’ TOWN OF APEX MON
CONC
EIP
EIP
EIP
R/W MON
R/W MON
MON
CONC 36"
W
OOD SPLI
T RAI
LSOI
LGRAVELNC GRID
NAD 83 NA 2011
WOODS
WOODS
WOODS
SI
DEW
ALK EASEM
ENTEXI
STI
NG R/
W
EXI
STI
NG R/
W
EXI
STI
NG R/
W
JV OWNER, LLC
RREF II-SH RICHARDSON
BM 2016 PG 1850-1853
DB 16296 PG 2213
JV OWNER, LLC
RREF II-SH RICHARDSON
BM 2016 PG 1850-1853
DB 16296 PG 2213
WAKE COUNTY
RACHEL B. PRICE &
DB 9276 PG 1339
WAKE COUNTY
DB 9276 PG 1339
OF AMERICA
UNITED STATES
DB 1932 PG 120AMERICAN TOBACCO TRAIL144
252.19
138
248.36APPROXI
M
ATE EXI
STI
NG R/
W
(CALCULATED)APPROXI
M
ATE EXI
STI
NG R/
W
(CALCULATED)
R/W MON
SADDLEBROOK SUBDIVISIONWIDTH VARIES0
1"=30’
1530 30 60
EXISTING CONDITIONS
4
( Not to Scale)
STANDARD BASE DITCH
DETAIL A
B= 2.0 Ft.
Max. d= 2.0 Ft.
Min. D= 2.0 Ft.
*When B is < 6.0’
( Not to Scale)
STANDARD BASE DITCH
DETAIL B
B= 2.0 Ft.
Min. D= 1.0 Ft.
FROM STA 10+00. TO STA. 10+85 -D-
FROM STA. 11+08 TO STA. 12+00 -D-
Flatter4:1 or
D
( Not to Scale)
SPECIAL CUT DITCH
FROM STA. 15+00 TO STA. 15+25 -L- RT
DETAIL C
Min. D= 0.5 Ft.
Ground
Natural
( Not to Scale)
TOE PROTECTION
d
FLATTER2:1 ORDETAIL D
b
b= 5.0 Ft.
d= 1.0 Ft.
Type of Liner= COIR FIBER MATTING
B
2:12:1D
Ground
Natural
Ground
Natural
2:12:1D
B
d
Ground
Natural
Ground
Natural
Type of Liner= CLASS I Rip-Rap
Flatter4:1 or
FROM STA. 15+25 TO STA. 15+50 -L- RT
FROM STA. 11+50 TO STA. 11+75 -L- RT
WETLAND
DENOTES FILL INFF
S S SURFACE WATER
DENOTES IMPACTS IN
TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
T T FILL IN WETLAND
DENOTES TEMPORARY
150 N 1803’23" E271.03’N 6034’46" E
390.29’N 2001’07" E94.30’N 8932’22" E
364.47’
N 8932’22" E
115.10’S 1209’04" W264.90’OLI
VE CHAPEL RD.CONCN 0244’33" E216.38’SSMH
SSMH
SSMH
TOP=262.35’
TOP=250.26’
TOP=246.77’EXI
STI
NG 30’ POW
ER EASEM
ENTEXI
STI
NG 30’ POW
ER EASEM
ENTEXISTING 40’ TOWN OF CARY UTILITY & PIPELINE EASEMENT(I
NSI
DE R/
W
)
M
ULTI-USE EASEM
ENTEXI
STI
NG TOW
N OF APEX
M
ULTI-USE EASEM
ENTEXI
STI
NG TOW
N
O
F APEX
MULTI-USE EASEMENT
EXISTING 20’ TOWN OF APEX MULTI-USE EASEMENTEXISTING 20’ TOWN OF APEX MON
CONC
EIP
EIP
EIP
R/W MON
R/W MON
MON
CONC 36"
W
OOD SPLI
T RAI
LSOI
LGRAVELNC GRID
NAD 83 NA 2011
WOODS
WOODS
WOODS
GPS-2
SI
DEW
ALK EASEM
ENTEXI
STI
NG R/
W
EXI
STI
NG R/
W
EXI
STI
NG R/
W
JV OWNER, LLC
RREF II-SH RICHARDSON
BM 2016 PG 1850-1853
DB 16296 PG 2213
JV OWNER, LLC
RREF II-SH RICHARDSON
BM 2016 PG 1850-1853
DB 16296 PG 2213
WAKE COUNTY
RACHEL B. PRICE &
DB 9276 PG 1339
WAKE COUNTY
DB 9276 PG 1339
OF AMERICA
UNITED STATES
DB 1932 PG 120AMERICAN TOBACCO TRAILSB
WC-01
WC-02
WC-03
WC-04
WC-101
WC-102
WC-103
WC-104
WC-105
WB-03
WB-02
SA
WB-01
SA
WA-10
WA-09
WA-06
WA-07
WA-08
WA-02
WA-03
WA-04 WA-11
WA-12
WA-13
WA-01
WA-14
WA-15
144
252.19
138
248.36
WA-05APPROXI
M
ATE EXI
STI
NG R/
W
(CALCULATED)APPROXI
M
ATE EXI
STI
NG R/
W
(CALCULATED)
R/W MON
SADDLEBROOK SUBDIVISIONWIDTH VARIESWETLANDS
WETLANDS
WETLANDS24"
R
C
P15" HDPEREVISIONS:
NO.DATE
WEI PROJECT NO.:
20326.01
PLANS PREPARED BY:
ENGINEERING
ETHERILL
DESCRIPTION
UNLESS ALL SIGNATURES COMPLETED
DOCUMENT NOT CONSIDERED FINAL
ENGINEER
ROADWAY
ENGINEER
HYDRAULICS
Bus: 919 851 8077 Fax: [phone]
License No. F-0377
1223 Jones Franklin Rd. Raleigh, N.C. 27606
PLANS PREPARED FOR:
INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
APEX WEST GREENWAY
TO AMERICAN TOBACCO TRAIL
OLIVE CHAPEL ROAD
CONNECTION FROM
919.372.7468
APEX, NC 27502
PO BOX 250
PARKS AND GREENWAY PLANNER
ANGELA REINCKE
PROJECT CONTACT:
DATE: MARCH 4, 2020
Apex, NC 27502
73 Hunter Street
TOWN OF APEX245 24
5250250250250
250
255
255
255
260
100 YR. FLOOD FRINGE
500 YR. FLOOD FRINGE
SITE 1
SITE 2
SITE 3
SITE 4245245
245245245245
245
245245245245250250250250250250250250250250250250250
250
250
255255255255255255255255255260260260260260260260260260265265265265265265265270270270270275280SHEET 3 OF 4
PERMIT DRAWING
TIE TO EXIST TRAIL
-L- STA. 10+08.00
BEGIN PROJECT
TIE TO EXISTING DITCH
-D- STA. 10+00.00
BEGIN CONTRUCTION
TIE TO EXISTING DITCH
-D- STA. 12+00.00
END CONTRUCTION
TIE TO EXIST TRAIL
-L- STA. 17+00.00
END PROJECT
-L- STA. 15+74.00
BEGIN BOARDWALK
-L- STA. 16+44.00
END BOARDWALK-L- STA. 11+70.00
BEGIN BOARDWALK
-L- STA. 12+80.00
END BOARDWALK
SEE DETAIL B
SEE DETAIL A
CL I RIP RAP
SEE DETAIL D
SEE DETAIL C
CL B RIP RAP
CL B RIP RAP
RETAIN REMOVE
DI
SEE DETAIL D
FES
AT OUTLET
FLARED END SECTION
15" RCP-IV WITH
SECTIONS
FLARED END
30" RCP-III WITH
WITH FLARED END SECTIONS
18" RCP-III
EXISTING MULTI-USE PATH
END OF EXISTING MULTI-USE PATH
Slope
Ditch
Front
GROUND
NATURAL
SLOPE
FILL
Geotextile
15+000
1"=30’
1530 30 60
EXISTING CONDITIONS
4
( Not to Scale)
STANDARD BASE DITCH
DETAIL A
B= 2.0 Ft.
Max. d= 2.0 Ft.
Min. D= 2.0 Ft.
*When B is < 6.0’
( Not to Scale)
STANDARD BASE DITCH
DETAIL B
B= 2.0 Ft.
Min. D= 1.0 Ft.
FROM STA 10+00. TO STA. 10+85 -D-
FROM STA. 11+08 TO STA. 12+00 -D-
Flatter4:1 or
D
( Not to Scale)
SPECIAL CUT DITCH
FROM STA. 15+00 TO STA. 15+25 -L- RT
DETAIL C
Min. D= 0.5 Ft.
Ground
Natural
( Not to Scale)
TOE PROTECTION
d
FLATTER2:1 ORDETAIL D
b
b= 5.0 Ft.
d= 1.0 Ft.
Type of Liner= COIR FIBER MATTING
B
2:12:1D
Ground
Natural
Ground
Natural
2:12:1D
B
d
Ground
Natural
Ground
Natural
Type of Liner= CLASS I Rip-Rap
Flatter4:1 or
FROM STA. 15+25 TO STA. 15+50 -L- RT
FROM STA. 11+50 TO STA. 11+75 -L- RT
WETLAND
DENOTES FILL INFF
S S SURFACE WATER
DENOTES IMPACTS IN
TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
T T FILL IN WETLAND
DENOTES TEMPORARY
Hand Existing Existing
Permanent Temp. Excavation Mechanized Clearing Permanent Temp. Channel Channel Natural
Site Station Structure Fill In Fill In in Clearing in SW SW Impacts Impacts Stream
No.(From/To)Size / Type Wetlands Wetlands Wetlands in Wetlands Wetlands impacts impacts Permanent Temp.Design
(ac)(ac)(ac)(ac)(ac)(ac)(ac)(ft)(ft)(ft)
1 -L- 10+39 Channel Stabilization 0.014 155
30" RCP 0.002 25
2 -L- 11+75 to 12+75 20x 7.5" timber piles 7 sq ft
3 -L- 15+00 LT RR outlet/Pipe Removal 0.001 0.001 10 10
4 -L- 15+70 to 16+40 9x 7.5" timber piles 3.2 sq ft 0.001
TOTALS*:0.00 0.00 0.00 0.00 0.00 0.02 0.00 190 10 0
*Rounded totals are sum of actual impacts
NOTES:
Revised 2018 Feb SHEET 4 OF 4
WETLAND AND SURACE WATER IMPACTS SUMMARY
SURFACE WATER IMPACTSWETLAND IMPACTS
DIVISION OF HIGHWAYS
4/16/2020
Wake Co.
NC DEPARTMENT OF TRANSPORTATION
Apex Greenway
Boardwalk wetland impact footprint for stations -L- 11+75 to 12+75 is 0.02 ac.
Boardwalk wetland impact footprint for stations -L- 15+70 to 16+40 is 0.01 ac.
Photo 1. Stream SB
Photo 2: Stream SB
Photo 3: Stream SB
150 OLI
VE CHAPEL RD.CONCEXI
STI
NG 30' POW
ER EASEM
ENTEXI
STI
NG 30' POW
ER EASEM
ENTEXISTING 40' TOWN OF CARY UTILITY & PIPELINE EASEMENT(
I
NSI
DE R/
W
)
M
ULTI-USE EASEM
ENTEXI
STI
NG TOW
N OF APEX
M
ULTI-USE EASEM
ENTEXI
STI
NG TOW
N OF APEX
MULTI-USE EASEMENT
EXISTING 20' TOWN OF APEX
EIP
EIP
EIP
R/W MON
R/W MON
MON
CONC SOI
LGRAVELWOODS
WOODS
WOODS
SI
DEW
ALK EASEM
ENTEXI
STI
NG R/
W
EXI
STI
NG R/
W
EXI
STI
NG R/
WAMERICAN TOBACCO TRAILAPPROXI
M
ATE EXI
STI
NG R/
W
(CALCULATED)APPROXI
M
ATE EXI
STI
NG R/
W
(CALCULATED)
R/W MON
WIDTH VARIES2
0.0
0'
MULTI-USE EASEMENT
EXISTING 20' TOWN OF APEX
20.00'
MULTI-USE EASEMENT
EXISTING 20' TOWN OF APEX
(FROM APEX GI
S
I
NFO)
SITE
PROJECTWAKE COUNTYCHATHAM COUNTY64
REEDY BRANCH
540
SR1163 KELLY RD.SR1160
OLIVE
CHAPEL RD
.SR1145 RICHARDSON RD.BEAVER CREEK
BEAVER CREEK.DR LEPAHC EVILO - LLIH WEN 1411RS.DR EUCEBRAB XEPA 2611R
SLIAR
T OCCABOT NACIREMA VICINITY MAP
WETLANDS
WETLANDS
WETLANDS
15+00F
T
10
0
2 02FT10F
T
10
0
2
INDEX OF SHEETS
PROJECT DATA
-L- STA. 11+70.00
BEGIN BOARDWALK
-L- STA. 12+80.00
END BOARDWALK
-L- STA. 15+74.00
BEGIN BOARDWALK
-L- STA. 16+44.00
END BOARDWALK
TOBACCO TRAIL
TIE TO AMERICAN
-L- STA. 10+08.00
BEGIN PROJECT
MULTI-USE PATH
TIE TO EXISTING
-L- STA. 17+00.00
END PROJECT
REVISIONS:
NO.DATE
WEI PROJECT NO.:
20326.01
PLANS PREPARED BY:
ENGINEERING
ETHERILL
DESCRIPTION
UNLESS ALL SIGNATURES COMPLETED
DOCUMENT NOT CONSIDERED FINAL
ENGINEER
ROADWAY
Bus: 919 851 8077 Fax: [phone]
License No. F-0377
1223 Jones Franklin Rd. Raleigh, N.C. 27606
PLANS PREPARED FOR:
APEX WEST GREENWAY
TO AMERICAN TOBACCO TRAIL
OLIVE CHAPEL ROAD
CONNECTION FROM
919.372.7468
APEX, NC 27502
PO BOX 250
PARKS AND GREENWAY PLANNER
ANGELA REINCKE
PROJECT CONTACT:
Apex, NC 27502
73 Hunter Street
TOWN OF APEX
ENGINEER
HYDRAULICS
PRELIMINARY PLANS
DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS
DO NOT USE FOR CONSTRUCTION
DATE: MAY 4, 2020
1
NORTH CAROLINA
TOWN OF APEX
APEX WEST GREENWAY
COVER SHEET
GRADING, PAVING, STRUCTURE, DRAINAGE, & EROSION CONTROL
TYPE OF WORK:
FROM OLIVE CHAPEL RD. TO AMERICAN TOBACCO TRAIL
LOCATION:
CONSTRUCTION PLANS FOR:
CROSS SECTIONSX-3
CROSS SECTIONSX-2
CROSS SECTIONSX-1
EROSION CONTROL FINALEC-6
EROSION CONTROL CLEARING AND GRUBBINGEC-5
EROSION CONTROL DETAILSEC-4
EROSION CONTROL NOTESEC-3
NCG01 SELF-INSPECTIONEC-2
NCG01 GROUND STABILIZATIONEC-1
CONSTRUCTION DETAILS7
CONSTRUCTION DETAILS6
PLAN, PROFILE, AND TYPICAL SECTIONS5
EXISTING CONDITIONS4
NOTES3
SYMBOLOGY SHEET2
COVER SHEET1
PUBLIC INFRASTRUCTURE TABLE
NEW STREETS
SIDEWALK
GREENWAY
STORM DRAIN
CURB & GUTTEER
SEWER LINES
WATER LINES
0 LF
0 LF
692 LF
0 LF
0 LF
0 LF
0 LF
@ $1.35/LF = $934.20
NC GRID
NAD 83 NA 2011
***CAUTION***
N.C. ONE CALL: UTILITY LOCATOR SERVICE
TOLL FREE 1-800-632-4949
3 DAYS BEFORE DIGGING CALL
A ONE CALL SYSTEM FOR COMMUNITY AND JOB SAFETY
***CAUTION***
UNDERGROUND UTILITIES.
AVAILABLE. THE SURVEYOR HAS NOT PHYSICALLY LOCATED THE
THEY ARE LOCATED AS ACCURATELY AS POSSIBLE FROM INFORMATION
THE EXACT LOCATION INDICATED, ALTHOUGH HE DOES CERTIFY THAT
NOT WARRANT THAT THE UNDERGROUND UTILITIES SHOWN ARE IN
EITHER IN SERVICE OR ABANDONED. THE SURVEYOR FURTHER DOES
UTILITIES SHOWN COMPRISE ALL SUCH UTILITIES IN THE AREA,
THE SURVEYOR MAKES NO GUARANTEE THAT THE UNDERGROUND
FROM FIELD SURVEY INFORMATION AND EXISTING DRAWINGS.
THE UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED
CONTRACTOR SHALL NOTIFY THE NCDOT DISTRICT ENGINEER, IN ACCORDANCE WITH ALL DRIVEWAY PERMITS & ENCROACHMENT AGREEMENTS, PRIOR TO BEGINNING ANY WORK WITHIN THE STATE MAINTAINED RIGHT OF WAY.23.
ALL STRUCTURES/UTILITIES DESIGNATED FOR MODIFICATION SHALL BE PROTECTED BY THE CONTRACTOR DURING CONSTRUCTION.22.
ANY NOTE, OR REFERENCE TO ANY ELEMENT, WHICH DOES NOT SPECIFY ACTION BY THE CONTRACTOR SHALL BE CONSTRUED AS INFORMATION ONLY.21.
SALVAGEABLE FILL MATERIALS FROM SITE DEMOLITION DETERMINED TO BE ACCEPTABLE BY AN INDEPENDENT SOILS TESTING LABORATORY SHALL BE UTILIZED FOR FILL MATERIAL WHERE APPROPRIATE.20.
ALL WASTE MATERIAL GENERATED FROM DEMOLITION WORK SHALL BE DISPOSED OF OFF SITE IN ACCORDANCE WITH TOWN OF APEX REGULATIONS.19.
SHALL BE REPORTED TO THE ENGINEER AND OWNER BEFORE REMOVAL FOR FINAL DISPOSITION.
WHICH COULD NOT BE PREDETERMINED UNTIL DEMOLITION WAS STARTED. ALL SUCH DISCOVERIES OF UTILITIES DURING THE DEMOLITION PROCESS WHICH ARE IN A LOCATION DIFFERENT FROM THAT INDICATED OR ARE UNIDENTIFIED,
ALL DEMOLITION WORK SHALL BE PERFORMED WITH "DUE CARE AND DILIGENCE" SO AS TO PREVENT THE ARBITRARY DESTRUCTION OR INTERRUPTION OF CONCEALED UTILITIES WHICH ARE INTENDED TO REMAIN IN USE, THE ROUTING OF 18.
ALL UTILITIES OR STRUCTURES NOT DESIGNATED FOR REMOVAL OR MODIFICATION ARE TO REMAIN AND BE PROTECTED FROM DAMAGE.17.
THE CONTRACTOR SHALL PROVIDE 24 HOURS NOTICE TO THE TOWN OF APEX FOR ALL REQUIRED INSPECTIONS.16.
ALL WORK TO BE PERFORMED ACCORDING TO OSHA SAFETY REGULATIONS.15.
VERIFY ALL DIMENSIONS AND GRADES AT THE JOB SITE. IF DIFFERENCES ARE FOUND, NOTIFY ENGINEER SO THAT MODIFICATIONS TO THESE DRAWINGS CAN BE MADE.14.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR LAYOUT OF ALL WORK AS ILLUSTRATED ON PLANS. IF EXISTING CONDITIONS DIFFER FROM THOSE ILLUSTRATED ON PLANS, NOTIFY ENGINEER PRIOR TO CONSTRUCTION ACTIVITIES.13.
UNDER ABSOLUTELY NO CIRCUMSTANCES SHALL ANY UNMANNED EXCAVATION BE LEFT OPEN OR UNPROTECTED DURING NON-WORKED HOURS. UTILIZE SIGNS, BARRICADES, ETC. TO ENSURE THE SAFETY OF THE GENERAL PUBLIC.12.
THE CONTRACTOR SHALL COORDINATE WITH THE OWNER AND ADJACENT PROPERTY OWNERS AS REQUIRED FOR WORK OUTSIDE OF PROPERTY LINES.11.
UTILIZE SIGNS, BARRICADES, FLAG MEN, OR GUARDS, PER NCDOT STANDARDS, AS REQUIRED TO ENSURE THE SAFETY OF ALL VEHICULAR AND PEDESTRIAN TRAFFIC DURING ALL CONSTRUCTION ACTIVITIES.10.
SUCH WORK SHALL BE COORDINATED WITH THE ENGINEER.
CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATION ADJUSTMENTS OF ALL EXISTING VAULTS (REGARDLESS OF FUNCTION), METER BOXES, FIRE HYDRANTS, CLEAN OUTS, MANHOLES ETC. TO MATCH FINISHED GRADES AND SITE PLAN. ALL 9.
CONTRACTOR SHALL BE RESPONSIBLE FOR ALL DAMAGES DURING CONSTRUCTION AND SHALL MAKE REPAIRS AT HIS EXPENSE.8.
CONTRACTOR SHALL PROVIDE EXCAVATION AND TRAFFIC CONTROL AS REQUIRED BY LOCAL AUTHORITIES AND ALL APPLICABLE OSHA REGULATIONS.7.
CONTRACTOR SHALL BE RESPONSIBLE FOR SCHEDULING AND COORDINATION OF ALL ILLUSTRATED CONSTRUCTION ACTIVITIES AT THE JOB SITE.6.
ALL ELEVATIONS ARE IN REFERENCE TO DESIGNATED BENCHMARKS.5.
TREES AND EXISTING LANDSCAPING NOT DESIGNATED FOR REMOVAL SHALL BE PROTECTED DURING CONSTRUCTION.4.
CONTRACTOR SHALL HOLD HARMLESS THE OWNER AND THE ENGINEER FOR DAMAGES, INJURIES OR OTHER ACCIDENTS WHICH OCCUR DURING THESE CONSTRUCTION ACTIVITIES.3.
PROTECT ALL ADJACENT PROPERTIES, THE GENERAL PUBLIC, AND ALL OF THE OWNER'S FACILITIES. SHOULD DAMAGES OCCUR, CONTRACTOR SHALL REPAIR IMMEDIATELY AS DIRECTED BY THE ENGINEER.2.
ANY UNKNOWN UNDERGROUND ELEMENTS. THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY IF UNKNOWN ELEMENTS ARE DISCOVERED THAT WOULD NECESSITATE MODIFICATION TO THE ILLUSTRATED DESIGN.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD VERIFYING ALL ILLUSTRATED KNOWN UNDERGROUND ELEMENTS. ADDITIONALLY, THE CONTRACTOR SHALL BE RESPONSIBLE FOR EXERCISING REASONABLE EFFORTS TO PROTECT 1.
GENERAL NOTES
REVISIONS:
NO.DATE
WEI PROJECT NO.:
20326.01
PLANS PREPARED BY:
ENGINEERING
ETHERILL
DESCRIPTION
UNLESS ALL SIGNATURES COMPLETED
DOCUMENT NOT CONSIDERED FINAL
ENGINEER
ROADWAY
Bus: 919 851 8077 Fax: [phone]
License No. F-0377
1223 Jones Franklin Rd. Raleigh, N.C. 27606
PLANS PREPARED FOR:
APEX WEST GREENWAY
TO AMERICAN TOBACCO TRAIL
OLIVE CHAPEL ROAD
CONNECTION FROM
919.372.7468
APEX, NC 27502
PO BOX 250
PARKS AND GREENWAY PLANNER
ANGELA REINCKE
PROJECT CONTACT:
Apex, NC 27502
73 Hunter Street
TOWN OF APEX
PRELIMINARY PLANS
DO NOT USE FOR CONSTRUCTION
DATE: MAY 4, 2020
2
Existing Edge of Pavement
Existing Curb
Proposed Slope Stakes Cut
Proposed Slope Stakes Fill
Existing Metal Guardrail
Existing Cable Guiderail
Proposed Guardrail
Equality Symbol
Pavement Removal
Existing Right of Way Marker
Existing Right of Way Line
h
Existing Control of Access
C
F
Existing Easement Line
HYDROLOGY:
Stream or Body of Water
Hydro, Pool or Reservoir
Flow Arrow
Disappearing Stream
Spring
;zvW
K
Proposed Lateral, Tail, Head Ditch
False Sump
Proposed Cable Guiderail
MAJOR:
Bridge, Tunnel or Box Culvert
Bridge Wing Wall, Head Wall and End Wall
MINOR:
Head and End Wall
Pipe Culvert
Footbridge
Paved Ditch Gutter
UTILITIES:
ROADS AND RELATED FEATURES:
Existing Power Pole
Proposed Power Pole
P
U/G Power Cable Hand Hole
Power Manhole
Power Line Tower
Power Transformer
Existing Joint Use Pole
Proposed Joint Use Pole
Existing Telephone Pole
Proposed Telephone Pole
Telephone Manhole
Telephone Pedestal
U/G Telephone Cable Hand Hole
R
}Tp
Q
l
]
/
b
H-Frame Pole O O
POWER:
TELEPHONE:
Telephone Cell Tower
WATER:
Water Manhole
Water Meter
Water Valve
Water Hydrant
4
I
H
a
TV:
TV Pedestal
TV Tower
U/G TV Cable Hand Hole
|
I
]
GAS:
Gas Valve
Gas Meter n
c
SANITARY SEWER:
Sanitary Sewer Manhole
Sanitary Sewer Cleanout
U/G Sanitary Sewer Line
d
o
A/G Water
Above Ground Gas Line
A/G Gas
Above Ground Water Line
Above Ground Sanitary Sewer A/G Sanitary Sewer
MISCELLANEOUS:
Utility Pole O
F
S
3
Utility Pole with Base
Utility Located Object
Utility Traffic Signal Box
?
CONC
CONC WW
vvDrainage Box: Catch Basin, DI or JB
Storm Sewer
Storm Sewer Manhole m
U/G Tank; Water, Gas, Oil
A/G Tank; Water, Gas, Oil
BOUNDARIES AND PROPERTY:
State Line
County Line
Township Line
City Line
Reservation Line
Property Line
Existing Iron Pin
Property Monument
Existing Fence Line
Proposed Woven Wire Fence
Proposed Chain Link Fence
Proposed Barbed Wire Fence
g
F
123
Existing Wetland Boundary
Proposed Wetland Boundary
Existing Endangered Animal Boundary
Existing Endangered Plant Boundary
BUILDINGS AND OTHER CULTURE:
Area Outline
Gas Pump Vent or U/G Tank Cap
Church
School
Dam
Sign
Small Mine
Well
V
M
W
W
S
x
Foundation
S
Building
y
y
VEGETATION:
Single Tree X
Y
Vineyard
Single Shrub
Hedge
Woods Line
Orchard
Vineyard
RAILROADS:
Standard Gauge
RR Signal Milepost
Switch
RR Abandoned
RR Dismantled
S
FLOW
*S.U.E. = Subsurface Utility Engineering
WLB
EIP BECM
CONC HW
CB
CSX TRANSPORTATION
MILEPOST 35
SWITCH
Cemetery
EXISTING STRUCTURES:
Parcel / Sequence Number
E
AATUR
End of Information E.O.I.
Abandoned According to Utility Records
WLB
EAB
EPB
R
W
R
W
R
W
C
A
E
TDE
PDE
PUE
S
P
P
T
T
TC
TC
T FO
T FO
W
W
TV
TV
TV FO
TV FO
G
G
SS
FSS
FSS
?UTL
Jurisdictional Stream JS
Buffer Zone 1
Buffer Zone 2
BZ 1
BZ 2
Wetland
TUE
DUE
AUE
CRProposed Curb Ramp
CONVENTIONAL PLAN SHEET SYMBOLS
Underground Storage Tank, Approx. Loc.
Geoenvironmental Boring
C
A
HPBExisting Historic Property Boundary
U/G Power Line LOS B (S.U.E.*)
U/G Power Line LOS C (S.U.E.*)
U/G Power Line LOS D (S.U.E.*)
P
U/G Telephone Cable LOS B (S.U.E.*)
U/G Telephone Cable LOS C (S.U.E.*)
U/G Telephone Cable LOS D (S.U.E.*)
T
U/G Telephone Conduit LOS B (S.U.E.*)
U/G Telephone Conduit LOS C (S.U.E.*)
U/G Telephone Conduit LOS D (S.U.E.*)
TC
U/G Fiber Optics Cable LOS B (S.U.E.*)
U/G Fiber Optics Cable LOS C (S.U.E.*)
U/G Fiber Optics Cable LOS D (S.U.E.*)
T FO
U/G Water Line LOS B (S.U.E*)
U/G Water Line LOS C (S.U.E*)
U/G Water Line LOS D (S.U.E*)
W
U/G TV Cable LOS B (S.U.E.*)
U/G TV Cable LOS C (S.U.E.*)
U/G TV Cable LOS D (S.U.E.*)
TV
U/G Fiber Optic Cable LOS B (S.U.E.*)
U/G Fiber Optic Cable LOS C (S.U.E.*)
U/G Fiber Optic Cable LOS D (S.U.E.*)
TV FO
U/G Gas Line LOS B (S.U.E.*)
U/G Gas Line LOS C (S.U.E.*)
U/G Gas Line LOS D (S.U.E.*)
G
SS Forced Main Line LOS B (S.U.E.*)
SS Forced Main Line LOS C (S.U.E.*)
SS Forced Main Line LOS D (S.U.E.*)
FSS
Utility Unknown U/G Line LOS B (S.U.E.*)
U/G Test Hole LOS A (S.U.E.*)
Note: Not to Scale
UST
Contaminated Site: Known or Potential
Known Contamination Area: Soil
Potential Contamination Area: Soil
Known Contamination Area: Water
Potential Contamination Area: Water
Primary Horiz Control Point
Primary Horiz and Vert Control Point
Secondary Horiz and Vert Control Point
Exist Permanent Easment Pin and Cap
New Permanent Easement Pin and Cap
Vertical Benchmark
New Right of Way Line
Concrete or Granite R/W Marker
New Right of Way Line with
Concrete C/A Marker
New Control of Access Line with
New Control of Access
New Temporary Construction Easement
New Temporary Drainage Easement
New Permanent Drainage Easement
New Permanent Drainage / Utility Easement
New Permanent Utility Easement
New Temporary Utility Easement
New Aerial Utility Easement
Computed Property Corner
RIGHT OF WAY & PROJECT CONTROL:
New Right of Way Line with Pin and Cap
CONVENTIONAL SYMBOLS
EROSION CONTROL
Temporary Silt Fence
Temporary Silt Fence Outlet
Temporary Rock Silt Check Dam
Pipe Outlet Protection
Limits of Disturbance
Tree Protection Area Limits
Yard Inlet Protection
Pipe Inlet Protection
REVISIONS:
NO.DATE
WEI PROJECT NO.:
20326.01
PLANS PREPARED BY:
ENGINEERING
ETHERILL
DESCRIPTION
UNLESS ALL SIGNATURES COMPLETED
DOCUMENT NOT CONSIDERED FINAL
ENGINEER
ROADWAY
Bus: 919 851 8077 Fax: [phone]
License No. F-0377
1223 Jones Franklin Rd. Raleigh, N.C. 27606
PLANS PREPARED FOR:
APEX WEST GREENWAY
TO AMERICAN TOBACCO TRAIL
OLIVE CHAPEL ROAD
CONNECTION FROM
919.372.7468
APEX, NC 27502
PO BOX 250
PARKS AND GREENWAY PLANNER
ANGELA REINCKE
PROJECT CONTACT:
Apex, NC 27502
73 Hunter Street
TOWN OF APEX
PRELIMINARY PLANS
DO NOT USE FOR CONSTRUCTION
DATE: MAY 4, 2020
3
Resources Department.
and S&E measures and a Certificate of Compliance has been issued by the Water
Inspections Division after the installation and approval of tree protection fencing
A Grading Permit, when applicable, may only be issued by the Building 12)
veneer that is a medium or dark brown or rust color.
stained a medium or dark brown or rust color or be covered with a masonry
retaining walls and other retention structures must be integrally tinted or
criteria will require a separate building permit prior to the start of work. All
aspects with the NC Building Code Sec. 1610. Retaining systems meeting these
responsible charge of a registered professional engineer and comply in all
mechanically stabilized earth walls, shall be designed and constructed under the
height within a horizontal distance of 50 feet or less, including retaining walls or
Retaining systems providing a cumulative vertical relief greater than five feet in 11)
Master Sign Plan for approval.
use lots, non-residential subdivisions and multiple tenant lots must submit a
separate sign permit must be obtained prior to installation of the sign. Multiple
Individual signs are not approved as part of the site plan approval process. A 10)
& site stabilization, and parking and pavement marking) must be completed.
mulching, screening for dumpsters, mechanical equipment, HVAC, etc., seeding
Prior to scheduling a final site inspection, all site items (e.g. lighting, landscaping, 9)
phase.
before a final Certificate of Occupancy may be issued for any building within that
All required site elements shown within a particular phase must be installed 8)
appearance.
other plants must be planted outside the enclosure to visually soften the
of masonry material with opaque gates. Where practicable, shrubs or
feet tall or the height of the dumpster, whichever is greater, and be built
Dumpster enclosures must meet the above requirements plus be eight (8) e.
(6) feet tall or higher must be fenced and landscaped.
Any ground-mounted HVAC or other mechanical or utility equipment six d.
streets, and a totally opaque screen is achieved.
Screened items are out of view from adjacent properties and public c.
color.
materials of the building or landscape, and are similar in materials and
Screening materials are not different from or inferior to the principal b.
landscape.
It is incorporated into the overall design theme of the building and a.
screening must be done so that:
ground, or building shall meet the requirements of UDO Sec. 8.2.8. Specifically,
storage, mechanical and HVAC equipment, and similar facilities on the roof,
The screening of loading docks, roll-out trash containers, dumpsters, outdoor 7)
requirements of the Town of Apex Parks and Recreation Department.
found in the Town of Apex Standard Specifications and Standard Details and the
(benches, trash containers, signs, etc.) must meet any applicable standards
limited to, play fields, greenway trails and items typically associated with them
Site elements required to satisfy recreational requirements such as, but not 6)
contained entirely on site.
root zones of trees, public utility easements and rights-of-way), and shall be
not encroach into any required buffer or protected area (e.g. RCA, the critical
All grading and support structures associated with any retaining structure shall 5)
demolition permit which must be obtained prior to start of the demolition.
accredited asbestos inspector must accompany the application for the
NC Health Hazard Control Unit and an asbestos inspection report from a NC
If buildings are to be demolished, a copy of the Demolition Notification from the 4)
near public areas (sidewalks, etc.).
officer; such areas may include, but are not limited to, common property lines or
construction activity where it is deemed necessary by the zoning enforcement
Additional tree protection fencing may be required in other locations close to 3)
limited to, historic buildings and structures, wetlands, and ponds.
At least 10 feet away from any other designated RCA such as, but not c.
any riparian buffer, and
Along the outside line of the 100-year floodplain and the outside edge of b.
height,
One foot away from any saved tree for each inch of diameter at breast a.
Tree protection fencing must be placed:2)
http://www.apexnc.org/215/Applications- Schedules.
Installation Permit may be obtained at the Planning Department or online at
protection fencing has been installed and inspected. A Tree Protection Fencing
installation of S&E measures, or grading shall occur until required tree
No site development activity including, but not limited to, testing, clearing, 1)
Required Site Plan Notes:
proposed changes must be submitted to the Planning Department for approval.
Architectural construction plans must adhere to the approved site plans. Any 36)
standards, the approved plans, and any applicable conditions.
lighting manufacturer verifying that all site lighting is installed according to Town
the Town with a final letter of certification from the lighting engineer and/or
Before certificates of occupancy are released, the owner/builder must supply 35)
internally lit.
Awnings and canopies used for accents over doors and windows shall not be 34)
plan.
through the development review process and reflected on the approved site
Floodlights or other types of lighting are prohibited unless approval is given 33)
wattage must not exceed 100 watts.
concealed lamp/light source. The lighting must be directed downward and the
Wall pack light fixtures must be fully shielded, true cutoff type fixtures with a 32)
Lamps for non-cutoff light fixtures shall not exceed 100 watts. 31)
streetscape buffer and tree save area.
or right-of-way line, and at least two feet away from any required perimeter or
All outdoor light fixtures shall be located a minimum of 10 feet from a property 30)
groundcover, not with turf grass.
Slopes steeper than 3:1 but less than 2:1 shall be stabilized with permanent 29)
suitable combination of plantings and retention devices.
All slopes equal to 2:1 shall be stabilized with permanent slope retention or a 28)
form is impaired.
their mature size. Plants shall not be cut or severely pruned so that their natural
All plant material shall be allowed to reach their mature size and maintained at 27)
or missing shall be replaced in conformance with Town standards.
Any vegetation that is dead, substandard, unhealthy, of poor structural quality, 26)
particular type of buffer as described in UDO Sec. 8.2.6.
Required buffers must meet the minimum opacity requirements for the 25)
Sec. 8.2.2.E.
exceptions may be granted by the Planning Director in accordance with UDO
received, to ensure installation of the required landscaping. Additional
150% of the cost of materials and installation, based on the highest estimate
through September 1, then the applicant shall provide a cash bond equal to
If the applicant chooses to delay the installation of landscaping from April 1
the project, or in the case of phased development, for the phase of the project.
All landscaping is required to be installed prior to a Certificate of Occupancy for 24)
for buffers, RCA, or required landscape areas.
No private utility easements shall be allowed to be counted in the calculations 23)
plans.
all existing and proposed utilities and to clearly identify them on the approved
It is the responsibility of the owner or his representative(s) to locate and identify 22)
a third-party inspection agency.
Inspections Director at 919-249-3381 for information including the utilization of
approved by the plumbing inspector prior to covering. Contact the Building
Right-of-Way or a Public Utility Easement. These systems shall be inspected and
plumbing systems, including storm drainage systems, installed outside the Public
A plumbing permit issued by the Building Inspection Division is required for all 21)
Engineering Division at 919-249-3394 to obtain these permit applications.
Sealed Engineer’s Report per the Town of Apex Spec Book. Please contact the
Water Distribution Extension Permit Applications shall be accompanied by a
Gravity Sewer Extension Permit to the release of construction drawings. All
Utility Easement will require a Water Distribution Extension Permit and/or a
All new public water and sewer lines contained within a Town of Apex Public 20)
separation of at least three (3) feet.
water main is at least 18 inches above the top of the sewer with a horizontal
water main may be laid closer, provided that the elevation of the bottom of the
sewers. Where local conditions prevent a separation of at least 10 feet, the
Water and sewer shall be at least 10 feet laterally from existing or proposed 19)
backflow prevention assembly installed.
All metered connections to Town potable water shall have a Town-approved 18)
companies as required.
Contractor shall coordinate utility relocation or abandonment with local utility 17)
if conflicts are encountered.
Verify all illustrated utility crossings prior to construction and notify the engineer 16)
Maintain a minimum of 18 inches of vertical separation between utilities. 15)
cover.
All water and sewer lines shall be installed with a minimum of three (3) feet of 14)
the appropriate phase of construction.
as part of a temporary erosion control measure, the inspection will occur during
portions of UDO Sec. 6.1.12 Engineered Stormwater Controls. If the SCM is used
required structure is in place, is operational, and complies with all relevant
the Environmental Programs Manager at 919-249-3413 to demonstrate that the
development where a Stormwater Control Measure (SCM) is required, contact
Prior to approval of a Final Plat or issuance of a Certificate of Occupancy for any 13)
NOTES
Town of Apex Construction Sequence
maintenance of the site.
The Property Owner/Home Owners Association will be responsible for permanent erosion control 23.
of Termination (e-NOT) to end coverage under the NCG01 permit.
issuance of the Certificate of Completion. Visit the State website listed above and submit an electronic Notice
and to request a Certificate of Completion. The S&E performance guarantee will be released with the
When vegetation has been established, call Water Resources staff at [phone] for a final site inspection 22.
resulting bare areas. All permanent erosion control devices should be installed at this point.
Remove all temporary diversions, silt fencing, sediment basins, etc. and provide adequate cover or pave any 21.
Construction Plan set.
devices. Follow the SCM Construction Sequence found on the Grading and/or SCM Detail sheet on the
Flush and clean all stormwater system pipes. Clean and remove sediment from temporary sediment holding 20.
contained within the plat.
erosion control measures must be installed, be functioning properly and be maintained for the entire area
Prior to plat approval, all disturbed areas both public and private, must be properly stabilized. All temporary 19.
Stabilize site as areas are brought up to finished grade with vegetation or paving.18.
slopes that are 3:1 or flatter must establish groundcover within 14 calendar days.
establish groundcover on swales and ditches and graded slopes steeper than 3:1 within 7 calendar days;
After completion of any phase of grading or when land-disturbing activities have temporarily ceased, 17.
other approved measures as shown on plans. Maintain S&E measures as needed.
Install storm sewer, if applicable, and protect inlets with inlet protection devices, sediment devices, and/or 16.
Stockpile a sufficient amount of topsoil to cover 3 inches over landscaped areas at the end of the project.15.
Begin clearing, grubbing, and rough grade of the site in accordance with the approved grading plan.14.
Post Grading Permit prominently on site at all times.13.
separate from any other pre-construction meetings required in the Construction Sequence.
a pre-construction meeting with Rudy Baker at 249-3381 prior to any grading activities. This meeting is
Once a Grading Permit is reviewed and issued by the Building Inspections & Permitting Department, arrange 12.
Complete a Grading Permit Application, if required, from the Building Inspections & Permitting Department.11.
Department.
Certificate of Compliance. Water Resources will also forward a copy to the Building Inspections & Permitting
When completed, call Water Resources staff at [phone] for an on-site inspection and to request a 10.
and/or other measures as shown on the approved plans. Clear only as necessary to install these devices.
Install gravel construction entrance, temporary diversions, silt fencing, sediment basins, bypass channels, 9.
The COC must be submitted to the Town prior to the commencement of any land disturbing activity.
https://deq.nc.gov/about/divisions/energy-mineral-land-resources/energy-mineral-landpermits/stormwater-permits/construction-sw
Coverage (COC) under the NCG01 Construction Stormwater General Permit. Visit the following website:
Complete and submit an electronic Notice of Intent (e-NOI) form with NCDEMLR requesting a Certificate of 8.
staff at [phone].
Request a Letter of Plan Approval for sedimentation and erosion control measures from Water Resources 7.
control Letter of Plan Approval will not be issued until the guarantee has been submitted.
Development Services. An invoice can be requested from Water Resources at [phone]. The erosion
Submit the applicable S&E performance guarantee to the Development Services Supervisor at 249-3394 in 6.
Water Resources, Erosion Control field staff.
Call Planning at 249-3426 for a final inspection of protection measures. Planning will forward approval to
Install approved tree protection fencing, signs, and/or any other protection measures that may be required. 5.
tree protection fencing locations.
Contact an Apex Planning Department Zoning Compliance Officer at [phone] to request approval for 4.
Have a surveyor flag property lines, easements, buffers, tree protection areas, and flag the protection limits.3.
Fill out Tree/Protection Fencing Installation Permit Application (obtain from Planning Department).2.
with inspectors and other Town staff.
Through the Infrastructure Inspections Manager at [phone], schedule a pre-construction meeting 1.
The following begins only after Construction Plans are approved, signed by Town staff and copies are received.
WETLANDS
WETLANDS
WETLANDS
100 YR. FLOOD FRINGE
500 YR. FLOOD FRINGE
REVISIONS:
NO.DATE
WEI PROJECT NO.:
20326.01
PLANS PREPARED BY:
ENGINEERING
ETHERILL
DESCRIPTION
UNLESS ALL SIGNATURES COMPLETED
DOCUMENT NOT CONSIDERED FINAL
ENGINEER
ROADWAY
Bus: 919 851 8077 Fax: [phone]
License No. F-0377
1223 Jones Franklin Rd. Raleigh, N.C. 27606
PLANS PREPARED FOR:
APEX WEST GREENWAY
TO AMERICAN TOBACCO TRAIL
OLIVE CHAPEL ROAD
CONNECTION FROM
919.372.7468
APEX, NC 27502
PO BOX 250
PARKS AND GREENWAY PLANNER
ANGELA REINCKE
PROJECT CONTACT:
Apex, NC 27502
73 Hunter Street
TOWN OF APEX
PRELIMINARY PLANS
DO NOT USE FOR CONSTRUCTION
DATE: MAY 4, 2020
150 24"
R
C
P15" HDPEN 18°03'23" E271.03'N 60°34'46" E
390.29'N 20°01'07" E94.30'N 89°32'22" E
364.47'
N 89°32'22" E
115.10'S 12°09'04" W264.90'OLI
VE CHAPEL RD.CONCN 02°44'33" E216.38'SSMH
SSMH
SSMH
TOP=262.35'
TOP=250.26'
TOP=246.77'EXI
STI
NG 30' POW
ER EASEM
ENTEXI
STI
NG 30' POW
ER EASEM
ENTEXISTING 40' TOWN OF CARY UTILITY & PIPELINE EASEMENT(
I
NSI
DE R/
W
)
M
ULTI-USE EASEM
ENTEXI
STI
NG TOW
N OF APEX
M
ULTI-USE EASEM
ENTEXI
STI
NG TOW
N OF APEX
MULTI-USE EASEMENT
EXISTING 20' TOWN OF APEX
MON
CONC
EIP
EIP
EIP
R/W MON
R/W MON
MON
CONC 36"
W
OOD SPLI
T RAI
LSOI
LGRAVELWOODS
WOODS
WOODS
GPS-1
GPS-2
Point North East Elevation
719877.715 2021171.367 273.147
720152.390 2020704.323 248.160
GPS-1
GPS-2
SI
DEW
ALK EASEM
ENTEXI
STI
NG R/
W
EXI
STI
NG R/
W
EXI
STI
NG R/
W
JV OWNER, LLC
RREF II-SH RICHARDSON
BM 2016 PG 1850-1853
DB 16296 PG 2213
JV OWNER, LLC
RREF II-SH RICHARDSON
BM 2016 PG 1850-1853
DB 16296 PG 2213
WAKE COUNTY
RACHEL B. PRICE &
DB 9276 PG 1339
WAKE COUNTY
DB 9276 PG 1339
OF AMERICA
UNITED STATES
DB 1932 PG 120AMERICAN TOBACCO TRAILSB
WC-01
WC-02
WC-03
WC-04
WC-101
WC-102
WC-103
WC-104
WC-105
WB-03
WB-02
SA
WB-01
SA
WA-10
WA-09
WA-06
WA-07
WA-08
WA-02
WA-03
WA-04 WA-11
WA-12
WA-13
WA-01
WA-14
WA-15
144
252.19
138
248.36
1
273.15
WA-05APPROXI
M
ATE EXI
STI
NG R/
W
(CALCULATED)APPROXI
MATE EXI
STI
NG R/
W
(CALCULATED)
R/W MON
SADDLEBROOK SUBDIVISIONWIDTH VARIES2
0.0
0'
MULTI-USE EASEMENT
EXISTING 20' TOWN OF APEX
20.00'
MULTI-USE EASEMENT
EXISTING 20' TOWN OF APEX
(FROM APEX GI
S
I
NFO)245245250250250250
250
255
255
255
260
20'
30'
30'
20'
EXISTING MULTI-USE PATH
END OF EXISTING MULTI-USE PATH
0
1"=30'
1530 30 60
5. TREE SURVEY NOT COMPLETED. ALL TREES WITHIN THE EASEMENT AREA WILL BE CLEARED IN ORDER TO ACCOMMODATE THE MULTI-USE PATH.
4. SITE IS WITHIN THE PRIMARY WATERSHED OVERLAY DISTRICT.
3. WETLANDS AND STREAMS HAVE NOT BEEN VERIFIED BY THE US ARMY CORPS OF ENGINEERS.
2. WETLANDS EXIST WITHIN THE GREENWAY CORRIDOR.
1. FIELD SURVEY COMPLETED BY WETHERILL ENGINEERING IN JANUARY 2020.
NOTES:
NC GRID
NAD 83 NA 2011
EXISTING CONDITIONS
4
WETLANDS
WETLANDS
WETLANDS
100 YR. FLOOD FRINGE
500 YR. FLOOD FRINGE
150 24"
R
C
P15" HDPEN 18°03'23" E271.03'N 60°34'46" E
390.29'N 20°01'07" E94.30'N 89°32'22" E
364.47'
N 89°32'22" E
115.10'S 12°09'04" W264.90'OLI
VE CHAPEL RD.CONCN 02°44'33" E216.38'SSMH
SSMH
SSMH
TOP=262.35'
TOP=250.26'
TOP=246.77'EXI
STI
NG 30' POW
ER EASEM
ENTEXI
STI
NG 30' POW
ER EASEM
ENTEXISTING 40' TOWN OF CARY UTILITY & PIPELINE EASEMENT(I
NSI
DE R/
W
)
M
ULTI-USE EASEM
ENTEXI
STI
NG TOW
N OF APEX
M
ULTI-USE EASEM
ENTEXI
STI
NG TOW
N OF APEX
MULTI-USE EASEMENT
EXISTING 20' TOWN OF APEX
MON
CONC
EIP
EIP
EIP
R/W MON
R/W MON
MON
CONC 36"
W
OOD SPLI
T RAI
LSOI
LGRAVELNC GRID
NAD 83 NA 2011
WOODS
WOODS
WOODS
GPS-1
GPS-2
Point North East Elevation
719877.715 2021171.367 273.147
720152.390 2020704.323 248.160
GPS-1
GPS-2
SI
DEW
ALK EASEM
ENTEXI
STI
NG R/
W
EXI
STI
NG R/
W
EXI
STI
NG R/
W
JV OWNER, LLC
RREF II-SH RICHARDSON
BM 2016 PG 1850-1853
DB 16296 PG 2213
JV OWNER, LLC
RREF II-SH RICHARDSON
BM 2016 PG 1850-1853
DB 16296 PG 2213
WAKE COUNTY
RACHEL B. PRICE &
DB 9276 PG 1339
WAKE COUNTY
DB 9276 PG 1339
OF AMERICA
UNITED STATES
DB 1932 PG 120AMERICAN TOBACCO TRAILSB
WC-01
WC-02
WC-03
WC-04
WC-101
WC-102
WC-103
WC-104
WC-105
WB-03
WB-02
SA
WB-01
SA
WA-10
WA-09
WA-06
WA-07
WA-08
WA-02
WA-03
WA-04 WA-11
WA-12
WA-13
WA-01
WA-14
WA-15
144
252.19
138
248.36
1
273.15
WA-05APPROXI
M
ATE EXI
STI
NG R/
W
(CALCULATED)APPROXI
M
ATE EXI
STI
NG R/
W
(CALCULATED)
R/W MON
SADDLEBROOK SUBDIVISIONWIDTH VARIES2
0.0
0'
MULTI-USE EASEMENT
EXISTING 20' TOWN OF APEX
20.00'
MULTI-USE EASEMENT
EXISTING 20' TOWN OF APEX
(FROM APEX GI
S
I
NFO)
-D- POT Sta.12+00.57
-D- PT Sta.11+80.47
-D- PC Sta.11+38.21
-D- PRC Sta.11+56.84
-D- PT Sta.10+81.18
-D- PRC Sta.10+56.94
-D- PC Sta.10+00.00
TIE TO EXISTING DITCH
-D- STA. 10+00.00
BEGIN CONTRUCTION
TIE TO EXISTING DITCH
-D- STA. 12+00.00
END CONTRUCTION
-D- CURVE DATA
PI Sta 10+28.48
D
L
T
R = 800.00'
= 28.48'
= 56.94'
PI Sta 10+69.08
D
L = 24.23'
T = 12.13'
R = 200.00'
PI Sta 11+47.55
D
L = 18.63'
T = 9.34'
R = 100.00'
PI Sta 11+68.71
D
L = 23.63'
T = 11.87'
R = 100.00'
∆∆∆∆
F
T
10
0
2
-D- POT Sta. 10+96.45
-L- POC Sta.10+46.94 =
INSET - DITCH ALIGNMENT
Slope
Ditch
Front
GROUND
NATURAL
SLOPE
FILL
Geotextile
WITH FLARED END SECTIONS
18" RCP-III
SEE DETAIL A
SEE DETAIL D
SEE DETAIL B
RETAIN
SECTION AT OUTLET
15" RCP-IV WITH FLARED END
CLASS B RIP RAP
6' L X 9' W X 12" D
OUTLET PROTECTION
CLASS I RIP RAP
10' L X 15' W X 15" D
OUTLET PROTECTION
CLASS B RIP RAP
5' L X 7.5' W X 12" D
OUTLET PROTECTION
REMOVE
SEE DETAIL D
SEE DETAIL C
WITH FLARED END SECTIONS
30" RCP-III
SLOPE STAKE
SLOPE STAKE
SLOPE STAKE
SLOPE STAKE
TIE TO EXIST TRAIL
-L- STA. 10+08.00
BEGIN PROJECT
TIE TO EXISTING DITCH
-D- STA. 10+00.00
BEGIN CONTRUCTION
TIE TO EXISTING DITCH
-D- STA. 12+00.00
END CONTRUCTION
TIE TO EXIST TRAIL
-L- STA. 17+00.00
END PROJECT
-L- STA. 15+74.00
BEGIN BOARDWALK
-L- STA. 16+44.00
END BOARDWALK
-L- STA. 12+80.00
END BOARDWALK
-L- STA. 11+70.00
BEGIN BOARDWALKON SHEET 6
SEE DETAIL 200.06 (2 OF 2)
-L- STA. 10+20, 8' LT
YIELD SIGN
ALONG EDGE OF EASEMENT.
COMBO SILT FENCE/TREE PROTECT. FENCE
INSTALL TREE PROTECT. FENCE OR
EL. = 249.89
-D- STA. 10+00.00
TIE TO EXISTING DITCH
BEGIN DITCH
EL. = 244.80
-D- STA. 12+00.00
TIE TO EXISTING DITCH
END DITCH
EL. = 256.25
-L- STA. 17+00.00
TIE TO EXISTING TRAIL
END GRADE
EL. = 248.32
-L- STA. 10+08.00
TIE TO EXISTING TRAIL
BEGIN GRADE
EL. = 255.25
-L- STA. 16+34
EL. = 255.15
-L- STA. 16+24
EL. = 254.95
-L- STA. 16+14
EL. = 254.65
-L- STA. 16+04
EL. = 254.25
-L- STA. 15+94
EL. = 251.62
-L- STA. 12+30
EL. = 251.42
-L- STA. 12+40
EL. = 251.12
-L- STA. 12+50
EL. = 250.72
-L- STA. 12+60
EL. = 251.72
-L- STA. 12+20
EL. = 251.72
-L- STA. 12+10
EL. = 251.62
-L- STA. 12+00
EL. 250.72
-L- STA. 11+70.00
BEGIN BOARDWALK
EL. 249.72
-L- STA. 12+80.00
END BOARDWALK
EL. 255.25
-L- STA. 16+44.00
END BOARDWALK
EL. 253.25
-L- STA. 15+74.00
BEGIN BOARDWALK
EL. = 251.42
-L- STA. 11+90
EL. = 251.12
-L- STA. 11+80
30" RCP
EL. 249.00
-L- STA. 15+00 RT
BEGIN DITCH
EL. 249.30
-L- STA. 15+25
END DITCH
18" RCP
15" RCP
GRADE TO THIS LINE
COMPACTED SUBGRADE
6" AGGREGATE BASE COURSE WOVEN GEOTEXTILE FABRIC
2" GRANITE SCREENINGS
2" GRANITE SCREENINGS
PATH
MULTI-USE
EXISTING
S9.5B
SURFACE COURSE
2" ASPHALT CONCRETE
EXISTING SLOPES TO CREATE AN EVEN TRANSITION.
CUT AND FILL SLOPES SHALL TIE INTO
UNLESS OTHERWISE INDICATED ON PLANS.
SIDE SLOPES SHALL BE LESS THAN 3:1 (TYP.)
( Not to Scale)
STANDARD BASE DITCH
DETAIL A
B= 2.0 Ft.
Max. d= 2.0 Ft.
Min. D= 2.0 Ft.
*When B is < 6.0'
( Not to Scale)
STANDARD BASE DITCH
DETAIL B
B= 2.0 Ft.
Min. D= 1.0 Ft.
FROM STA 10+00. TO STA. 10+85 -D-FROM STA. 11+08 TO STA. 12+00 -D-
Flatter4:1 or
D
( Not to Scale)
SPECIAL CUT DITCH
FROM STA. 15+00 TO STA. 15+25 -L- RT
DETAIL C
Min. D= 0.5 Ft.
Ground
Natural
( Not to Scale)
TOE PROTECTION
d
FLATTER2:1 ORDETAIL D
b
Type of Liner= COIR FIBER MATTING
B
2:12:1D
Ground
Natural
Ground
Natural2:12:1D
B
d
Ground
Natural
Ground
Natural
Type of Liner= CLASS I Rip-Rap
100 YR. FLOOD FRINGE
500 YR. FLOOD FRINGE
DI
Flatter4:1 or
FROM STA. 15+25 TO STA. 15+50 -L- RT **b=5'
FROM STA. 11+50 TO STA. 11+62 -L- RT **b= To Easement
b= **
d= 1.0 Ft.
Liner=CL I RIP RAP
n=0.061
s= 5.5%
d= 1.22 ft
V= 4.6 fps
Q= 25 cfs
Liner=GRASS
n=0.04
s= 0.58%
d= 1.7 ft
V= 2.74 fps
Q= 25 cfs
Liner=GRASS
n=0.04
s= 6.8%
d= 0.33 ft
V=2.8 fps
Q= 0.9 cfs15+00-L- PC Sta.10+28.48
-L- PT Sta.10+72.00
-L- PC Sta.14+34.13 -L- PT Sta.14+78.90
-L- POT Sta.10+00.00
PI Sta 10+51.73
D
L = 43.52'
T = 23.25'
R = 50.00'
PI Sta 14+58.14
D
L = 44.77'
T = 24.01'
R = 50.00'
∆∆
-L- CURVE DATA
F
T
10
0
2 02FT10F
T
10
0
2
-L- POT Sta.17+27.80
REVISIONS:
NO.DATE
WEI PROJECT NO.:
20326.01
PLANS PREPARED BY:
ENGINEERING
ETHERILL
DESCRIPTION
UNLESS ALL SIGNATURES COMPLETED
DOCUMENT NOT CONSIDERED FINAL
ENGINEER
ROADWAY
Bus: 919 851 8077 Fax: [phone]
License No. F-0377
1223 Jones Franklin Rd. Raleigh, N.C. 27606
PLANS PREPARED FOR:
APEX WEST GREENWAY
TO AMERICAN TOBACCO TRAIL
OLIVE CHAPEL ROAD
CONNECTION FROM
919.372.7468
APEX, NC 27502
PO BOX 250
PARKS AND GREENWAY PLANNER
ANGELA REINCKE
PROJECT CONTACT:
Apex, NC 27502
73 Hunter Street
TOWN OF APEX
PROFILES
ENGINEER
HYDRAULICS
PRELIMINARY PLANS
DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS
DO NOT USE FOR CONSTRUCTION
DATE: MAY 4, 2020
VC =
EL =
PI =
10.00
245.49
10+80.00
(-)5.50%
(-)0.58%
-D-
-D- Sta. 10+96.45
-L- Sta.10+46.94
0
0
0
PLANS - 1"=50'
0
00
50
50 50
50 100
100
25
25
510 10 20
PROFILE (HORIZONTAL) - 1"=50'
PROFILE (VERTICAL) - 1"=50'
CHAIN BEGIN STATION END STATION
-L-
SHLD
2'
5'5'
10'
SHLD
2'
ASPHALT TRAIL TYPICAL SECTION
{ -L-
2% MAX.2% MAX.4% MAX.
4% MAX.
3:1 M AX.
3:1 M AX.
SEE APEX STD. 200.03 ON SHEET 6
(TIE TO AMERICAN TOBACCO TRAIL)10+08.00 11+70.00 (BEGIN BOARDWALK)
(END BOARDWALK)12+80.00 15+74.00 (BEGIN BOARDWALK)
(END BOARDWALK)16+44.00 17+00.00
-L-
-L-(TIE TO EXISTING TRAIL)
PLAN & PROFILE SHEET
5
10+00
230
240
250
260
240
250
260
270 270
260
250
230
240
240
250
260
11+00 12+00 13+00 14+00 15+00 16+00 17+00
USE 10' INCREMENT TO TRANSITION CROSS SLOPE TO EXISTING TRAIL.
TRANSITION FROM 2% CROSS SLOPE TO 0% CROSS SLOPE AT BOARDWALK USING A 10' INCREMENT.
NOTE:
VC =
EL =
PI =
44.00
248.47
10+33.00
VC =
EL =
PI =
30.00
251.57
10+95.00
VC =
EL =
PI =
20.00
249.12
14+65.00
VC =
EL =
PI =
20.00
249.45
14+98.00
VC =
EL =
PI =
40.00
254.95
16+74.00
VC =
EL =
PI =
80.00
247.35
14+15.00
VC =
EL =
PI =
40.00
247.97
13+15.00
VC =
EL =
PI =
20.00
249.92
11+50.00
1.2%
(+)0.60%
(+)5.00%
(-)3
.00%
(+)4.00%(+)3.00%(+)2.00%(+)1.00%(+)0.00%(-)1.00%(-)2.00%(-)3.00%(-)4.00%(-)5.
0
0%(-)0.62%(+)3.54%
(+)1.00%(+)5.00%(+)4.00%(+)3.00%(+)2.00%(+)1.00%(+)0.00%(+)5.00%
(-)1.00%
-L-OVERTOPPING ELEVATION =
OVERTOPPING FREQUENCY =
OVERTOPPING DISCHARGE =
BASE HW ELEVATION =
BASE FREQUENCY =
BASE DISCHARGE =
DESIGN HW ELEVATION =
DESIGN FREQUENCY =
DESIGN DISCHARGE =
FT
YRS
CFS
FT
YRS
CFS
FT
YRS
CFS
PIPE HYDRAULIC DATA
10+21
-L-
10+47
-L-
248.3
500+
15
245.7
100
2.2
245.6
10
1.8
248.6
500
33
248.4
100
31
248.0
10
25.0
2'10'2'
2'10'2'
1'
1'
AcDbArcAlignedText (ATEXT)
1873
APEX
46"
6"
72"
36"
12"12"6"
4"
12"12"
4"4"
AcDbArcAlignedText (ATEXT)
1873
APEX
AcDbArcAlignedText (ATEXT)
1873
APEX AcDbArcAlignedText (ATEXT)
1873
APEX
AcDbArcAlignedText (ATEXT)
1873
APEX
46"
6"
72"
36"
12"12"6"
4"
12"12"
4"4"
AcDbArcAlignedText (ATEXT)
1873
APEX
AcDbArcAlignedText (ATEXT)
1873
APEX AcDbArcAlignedText (ATEXT)
1873
APEX
FENCE POST'
COATED
BLACK VINYL
2" x 2" x 7'
REVISIONS:
NO.DATE
WEI PROJECT NO.:
20326.01
PLANS PREPARED BY:
ENGINEERING
ETHERILL
DESCRIPTION
UNLESS ALL SIGNATURES COMPLETED
DOCUMENT NOT CONSIDERED FINAL
ENGINEER
ROADWAY
Bus: 919 851 8077 Fax: [phone]
License No. F-0377
1223 Jones Franklin Rd. Raleigh, N.C. 27606
PLANS PREPARED FOR:
APEX WEST GREENWAY
TO AMERICAN TOBACCO TRAIL
OLIVE CHAPEL ROAD
CONNECTION FROM
919.372.7468
APEX, NC 27502
PO BOX 250
PARKS AND GREENWAY PLANNER
ANGELA REINCKE
PROJECT CONTACT:
Apex, NC 27502
73 Hunter Street
TOWN OF APEX
PRELIMINARY PLANS
DO NOT USE FOR CONSTRUCTION
DATE: MAY 4, 2020
6
CONSTRUCTION DETAILS
MAY BE USED SUBJECT TO REVIEW AND APPROVAL.
GREENWAY STANDARDS AND SPECIFICATIONS. IN LOW LYING AREAS PRONE TO FLOODING, 4-INCH DEEP GRAVEL SHOULDER
ALL GREENWAYS SHALL HAVE A 2-FOOT WIDE SHOULDER. REFER TO THE CRUSHED GRANITE SCREENING SECTION OF THE 5.
SUBGRADE SHALL BE STABLE AND COMPACTED.4.
ALL LUMBER USED SHALL BE PRESSURE TREATED AND RATED FOR GROUND CONTACT.3.
ALL DRAIN PIPE BELOW THE GREENWAY SHALL BE 15" MINIMUM DIAMETER RCP.2.
DEPARTMENT.
ALL LOCATION & SIZES OF DRAIN PIPE TO BE VERIFIED AND APPROVED BY THE TOWN OF APEX CONSTRUCTION MANAGEMENT 1.
NOTES:
GREENWAY SECTIONS 200.03
STD. NO.
SHEET 1 OF 1
CONTROL JOINTS 1
8"
WIDE, 1" DEEP, 6' O.C.
PERPENDICULAR TO
RUN OF WALK
EXPANSION JOINTS 1
2"
RECESS, 1
2" WIDE, 30' MAX O.C.
PERPENDICULAR TO RUN OF
WALK
ASPHALT PAVED PATH
2% MAX. CROSS SLOPE 4% MAX.4% MAX.
CONCRETE PAVED PATH
4% MAX.4% MAX.
6x6x10 WELDED WIRE SET 2" BELOW SURFACE
2% MAX. CROSS SLOPE
PAVEMENT DESIGN:
4" CONCRETE
6" AGGREGATE BASE COURSE
2" GRANITE SCREENING SHOULDER
PAVEMENT DESIGN:
2" ASPHALT CONCRETE SURFACE COURSE
6" AGGREGATE BASE COURSE
WOVEN GEOTEXTILE FABRIC
2" GRANITE SCREENING SHOULDER
GREENWAY SIGNAGE 200.06
STD. NO.
SHEET 1 OF 2
" THICK ALUMINUM PANEL MOUNTED TO POSTS4
1NOTE: SIGNS SHALL BE PARK NAME x 4 x 12 ʺʺʺ72
ID SIGN
x 4 x 12 ʺʺʺ46
DIRECTIONAL
TRAILMILEPARK NAME x 4 x 6 ʺʺʺ36
MILEAGE
LOOP REFERENCE: TBD
DOUBLE-SIDED
LOCATED AT TRAIL START
ARROW DIRECTION: TBD
DOUBLE-SIDED
LOCATE AT STREET/SIDEWALK
MILEAGE NUMBER: TBD
SINGLE-SIDED
Name
Trail TRAILXX MILES
TRAIL LOOP
XX MILES
TRAIL LOOP
Name
Trail PARK NAMEGREENWAY SIGNAGE 200.06
STD. NO.
" THICK ALUMINUM PANEL MOUNTED TO POSTS4
1NOTE: SIGNS SHALL BE PARK NAME x 4 x 12 ʺʺʺ72
ID SIGN
x 4 x 12 ʺʺʺ46
DIRECTIONAL
TRAILMILEPARK NAME x 4 x 6 ʺʺʺ36
MILEAGE
LOOP REFERENCE: TBD
DOUBLE-SIDED
LOCATED AT TRAIL START
ARROW DIRECTION: TBD
DOUBLE-SIDED
LOCATE AT STREET/SIDEWALK
MILEAGE NUMBER: TBD
SINGLE-SIDED
Name
Trail TRAILXX MILES
TRAIL LOOP
XX MILES
TRAIL LOOP
Name
Trail PARK NAME(BENCH, TRASH, RECYCLING, DOG STATION)
GREENWAY DETAILS
200.08
STD. NO.
SHEET 1 OF 1
8" DIA. MIN.
HOLE W/ CONC.
AROUND LEG
(FRONT VIEW)
BENCH DETAILS
(SIDE VIEW)
BENCH DETAILS
RECREATION BENCH WITH
2"X4" TREATED SOUTHERN
YELLOW PINE SLATING
NOTES:
1.BENCHES SHALL BE KAY PARK
RECREATION MODEL NO 6CB2SYPIG
OR EQUIVALENT.
2.BENCHES TO BE INSTALLED BY THE
CONTRACTOR IN ACCORDANCE WITH
MANUFACTURER'S SPECIFICATIONS
AND DETAILS.
3.PROVIDE MIN 2 FEET OF SEPARATION
BETWEEN TRAIL AND BENCHES.
4.BENCHES SHALL BE MOUNTED IN
CONCRETE AND PAD POURED AFTER
BENCHES ARE SECURED.
5.TRASH RECEPTACLE SHALL BE OCC
OUTDOORS REC-S8331A-00-092
(BLACK) WITH DOME LID AND PUSH
DOOR (BLACK) OR EQUIVALENT.
6.RECYCLING RECEPTACLE SHALL BE
OCC OUTDOORS REC-S8331A-00-055
(BLUE) WITH DOME LID AND PUSH
DOOR (BLUE) OR EQUIVALENT.
7.TRASH BAG DISPENSER SHALL BE
PROJANSAN ECO HEADER DISPENSER
OR EQUIVALENT.
8.DOG STATION, TRASH AND RECYCLE
RECEPTACLES TO BE INSTALLED BY
THE CONTRACTOR IN ACCORDANCE
WITH MANUFACTURER'S
SPECIFICATIONS AND DETAILS.
9.PROVIDE MIN 2 FEET OF SEPARATION
BETWEEN DOG STATION AND TRASH/
RECYCLE RECEPTACLES.
10.TRASH AND RECYCLE RECEPTACLES
TO BE MOUNTED ON 3-FOOT BY
6-FOOT CONCRETE PAD.
TRASH, RECYCLING AND DOG STATION DETAILS
RECYCLE RECEPTACLE WITH
DOME LID (BLUE)
TRASH RECEPTACLE WITH
DOME LID (BLACK)
FILL POST HOLE
WITH CONCRETE
TOWN OF APEX
DOG STATION SIGN
TRASH BAG
DISPENSER
WHEEL CHAIR
ACCESSIBLE
CONCRETE PAD
TRAIL
(STANDARD BOLLARD)
GREENWAY DETAILS
200.09
STD. NO.
SHEET 1 OF 1
RETROREFLECTIVE
TAPE (WHITE)
38" - #4 VERTICAL
REBAR (x4)
#3 REBAR
HOOP (x6)
GRAVEL FRENCH
DRAIN
SQUARE POST
ANCHOR SLEEVE
WITH LID
PVC DRAIN PIPE
REMOVABLE BOLLARD
FIXED BOLLARD
12" - #5 REBAR DRIVEN
THROUGH POST
THERMOPLASTIC
4" YELLOW, 120 MILS
FIXED BOLLARDFIXED BOLLARD REMOVABLE
BOLLARD
TYPICAL BOLLARD PLACEMENT AT ENTRANCE
PAVEMENT MARKING DETAIL (TOP VIEW)
(2')(2')(4')(4')
FIXED BOLLARD
EDGE OF
PAVED TRAIL
FIXED BOLLARD
PEDESTRIAN RAILING OR FENCING.
FIXED BOLLARDS SHALL NOT BE REQUIRED WHEN MOTOR VEHICLE ACCESS IS BLOCKED BY 6.
PROVIDE A 2-FOOT SEPARATION BETWEEN TRAIL AND BOLLARDS WHEN TRAIL IS 8 FEET IN WIDTH.5.
APPLICABLE.
BOLLARDS SHALL BE INSTALLED MINIMUM 10 FEET FROM THE BACK OF CURB RAMP WHEN
BOLLARDS SHALL BE INSTALLED OUTSIDE THE CLEAR ZONE WHEN ADJACENT TO ROADWAY. 4.
27 INCHES ABOVE GRADE PER MANUFACTURER SPECIFICATIONS.
CONCRETE FOUNDATIONS SHALL BE CONSTRUCTED TO WITHSTAND 6,000 LBS OF STATIC LOAD AT 3.
BOLLARDS AND SIGNS SHALL BE INSTALLED PER MANUFACTURER DETAILS AND SPECIFICATIONS2.
TRAFFICGUARD RP3500 SERIES.
FIXED BOLLARDS SHALL BE TRAFFICGUARD RFP SERIES. REMOVABLE BOLLARDS SHALL BE 1.
NOTES:
3'6'
3.5"
6" MIN.
2' MIN.
17.5"
5'MIN.19" 18"
2'
6'3'
3.5"
2"
2"36"
4.5" O.D.
42"
24"
3"
18" DIA.
36"
4.5" O.D.
12"
2"2"
2"2"
18" DIA.
1'
5'
1'5'5'1'
200.06
STD. NO.
200.06
STD. NO.
SHEET 2 OF 2GENERAL
GREENWAY SIGNAGE
NCG01 GROUND STABILIZATION
EC-1
REVISIONS:
NO.DATE
WEI PROJECT NO.:
20326.01
PLANS PREPARED BY:
ENGINEERING
ETHERILL
DESCRIPTION
UNLESS ALL SIGNATURES COMPLETED
DOCUMENT NOT CONSIDERED FINAL
ENGINEER
HYDRAULICS
Bus: 919 851 8077 Fax: [phone]
License No. F-0377
1223 Jones Franklin Rd. Raleigh, N.C. 27606
PLANS PREPARED FOR:
APEX WEST GREENWAY
TO AMERICAN TOBACCO TRAIL
OLIVE CHAPEL ROAD
CONNECTION FROM
919.372.7468
APEX, NC 27502
PO BOX 250
PARKS AND GREENWAY PLANNER
ANGELA REINCKE
PROJECT CONTACT:
Apex, NC 27502
73 Hunter Street
TOWN OF APEX
PRELIMINARY PLANS
DO NOT USE FOR CONSTRUCTION
DATE: MAY 4, 2020
REVISIONS:
NO.DATE
WEI PROJECT NO.:
20326.01
PLANS PREPARED BY:
ENGINEERING
ETHERILL
DESCRIPTION
UNLESS ALL SIGNATURES COMPLETED
DOCUMENT NOT CONSIDERED FINAL
ENGINEER
HYDRAULICS
Bus: 919 851 8077 Fax: [phone]
License No. F-0377
1223 Jones Franklin Rd. Raleigh, N.C. 27606
PLANS PREPARED FOR:
APEX WEST GREENWAY
TO AMERICAN TOBACCO TRAIL
OLIVE CHAPEL ROAD
CONNECTION FROM
919.372.7468
APEX, NC 27502
PO BOX 250
PARKS AND GREENWAY PLANNER
ANGELA REINCKE
PROJECT CONTACT:
Apex, NC 27502
73 Hunter Street
TOWN OF APEX
PRELIMINARY PLANS
DO NOT USE FOR CONSTRUCTION
DATE: MAY 4, 2020
EC-2
NCG01 SELF INSPECTION
REVISIONS:
NO.DATE
WEI PROJECT NO.:
20326.01
PLANS PREPARED BY:
ENGINEERING
ETHERILL
DESCRIPTION
UNLESS ALL SIGNATURES COMPLETED
DOCUMENT NOT CONSIDERED FINAL
ENGINEER
HYDRAULICS
Bus: 919 851 8077 Fax: [phone]
License No. F-0377
1223 Jones Franklin Rd. Raleigh, N.C. 27606
PLANS PREPARED FOR:
APEX WEST GREENWAY
TO AMERICAN TOBACCO TRAIL
OLIVE CHAPEL ROAD
CONNECTION FROM
919.372.7468
APEX, NC 27502
PO BOX 250
PARKS AND GREENWAY PLANNER
ANGELA REINCKE
PROJECT CONTACT:
Apex, NC 27502
73 Hunter Street
TOWN OF APEX
PRELIMINARY PLANS
DO NOT USE FOR CONSTRUCTION
DATE: MAY 4, 2020
EROSION CONTROL NOTES
EC-3
Town of Apex Construction Sequence
maintenance of the site.
The Property Owner/Home Owners Association will be responsible for permanent erosion control 23.
of Termination (e-NOT) to end coverage under the NCG01 permit.
issuance of the Certificate of Completion. Visit the State website listed above and submit an electronic Notice
and to request a Certificate of Completion. The S&E performance guarantee will be released with the
When vegetation has been established, call Water Resources staff at [phone] for a final site inspection 22.
resulting bare areas. All permanent erosion control devices should be installed at this point.
Remove all temporary diversions, silt fencing, sediment basins, etc. and provide adequate cover or pave any 21.
Construction Plan set.
devices. Follow the SCM Construction Sequence found on the Grading and/or SCM Detail sheet on the
Flush and clean all stormwater system pipes. Clean and remove sediment from temporary sediment holding 20.
contained within the plat.
erosion control measures must be installed, be functioning properly and be maintained for the entire area
Prior to plat approval, all disturbed areas both public and private, must be properly stabilized. All temporary 19.
Stabilize site as areas are brought up to finished grade with vegetation or paving.18.
slopes that are 3:1 or flatter must establish groundcover within 14 calendar days.
establish groundcover on swales and ditches and graded slopes steeper than 3:1 within 7 calendar days;
After completion of any phase of grading or when land-disturbing activities have temporarily ceased, 17.
other approved measures as shown on plans. Maintain S&E measures as needed.
Install storm sewer, if applicable, and protect inlets with inlet protection devices, sediment devices, and/or 16.
Stockpile a sufficient amount of topsoil to cover 3 inches over landscaped areas at the end of the project.15.
Begin clearing, grubbing, and rough grade of the site in accordance with the approved grading plan.14.
Post Grading Permit prominently on site at all times.13.
separate from any other pre-construction meetings required in the Construction Sequence.
a pre-construction meeting with Rudy Baker at 249-3381 prior to any grading activities. This meeting is
Once a Grading Permit is reviewed and issued by the Building Inspections & Permitting Department, arrange 12.
Complete a Grading Permit Application, if required, from the Building Inspections & Permitting Department.11.
Department.
Certificate of Compliance. Water Resources will also forward a copy to the Building Inspections & Permitting
When completed, call Water Resources staff at [phone] for an on-site inspection and to request a 10.
and/or other measures as shown on the approved plans. Clear only as necessary to install these devices.
Install gravel construction entrance, temporary diversions, silt fencing, sediment basins, bypass channels, 9.
The COC must be submitted to the Town prior to the commencement of any land disturbing activity.
https://deq.nc.gov/about/divisions/energy-mineral-land-resources/energy-mineral-landpermits/stormwater-permits/construction-sw
Coverage (COC) under the NCG01 Construction Stormwater General Permit. Visit the following website:
Complete and submit an electronic Notice of Intent (e-NOI) form with NCDEMLR requesting a Certificate of 8.
staff at [phone].
Request a Letter of Plan Approval for sedimentation and erosion control measures from Water Resources 7.
control Letter of Plan Approval will not be issued until the guarantee has been submitted.
Development Services. An invoice can be requested from Water Resources at [phone]. The erosion
Submit the applicable S&E performance guarantee to the Development Services Supervisor at 249-3394 in 6.
Water Resources, Erosion Control field staff.
Call Planning at 249-3426 for a final inspection of protection measures. Planning will forward approval to
Install approved tree protection fencing, signs, and/or any other protection measures that may be required. 5.
tree protection fencing locations.
Contact an Apex Planning Department Zoning Compliance Officer at [phone] to request approval for 4.
Have a surveyor flag property lines, easements, buffers, tree protection areas, and flag the protection limits.3.
Fill out Tree/Protection Fencing Installation Permit Application (obtain from Planning Department).2.
with inspectors and other Town staff.
Through the Infrastructure Inspections Manager at [phone], schedule a pre-construction meeting 1.
The following begins only after Construction Plans are approved, signed by Town staff and copies are received.
SITE DESCRIPTION
SOIL STABILIZATION TIMEFRAMES
STABILIZATION TIME
7 DAYS
TIMEFRAME EXCEPTIONS
PERIMETER DIKES, SWALES, DITCHES AND SLOPES
HIGH QUALITY WATER (HQW) ZONES 7 DAYS NONE
SLOPES STEEPER THAN 3:1 7 DAYS
IF SLOPES ARE 10' OR LESS IN LENGTH AND ARE
NOT STEEPER THAN 2:1, 14 DAYS ARE ALLOWED.
NONE
SLOPES 3:1 OR FLATTER 14 DAYS
14 DAYS
7 DAYS FOR SLOPES GREATER THAN 50' IN
LENGTH.
ALL OTHER AREAS WITH SLOPES FLATTER THAN 4:1 NONE, EXCEPT FOR PERIMETERS AND HQW ZONES.
ENGINEER.
NEED TO BE INSTALLED AS DIRECTED BY THE
ADDITIONAL EROSION CONTROL DEVICES MAY
REQUIRE PRIOR APPROVAL BY ENGINEER.
NOTES: ANY DEVIATION FROM OPTIONS GIVEN WILL
CAPE FEAR RIVER BASIN. CLASSIFICATION: WS-IV;NSW
WATER SOURCE: REEDY BRANCH, FROM SOURCE TO BEAVER CREEK,
DISTURBED AREA: 0.6 ACRES
PROTECTION, AND SEDIMENT CHECK DAMS.
FENCE, SPECIAL SEDIMENT CONTROL FENCE OUTLETS, PIPE INLET
BRIDGES. EROSION AND SEDIMENT CONTROL MEASURES INLCUDE SILT
TRAIL, DRIVE PIPE INSTALLATION, CHANNEL WORK, AND PEDESTRAIN
THIS PROJECT CONSISTS OF THE CONSTRUCTION OF A GREENWAY
EROSION CONTROL NARRATIVE
Temporary Silt Fence
Std. #Description Symbol
400.01
400.02 Temporary Silt Fence Outlet
400.05 Temporary Rock Silt Check Dam
Tree Protection Area Limits
Pipe Inlet Protection (Plywood & Stone)400.10
400.18 Pipe Outlet Protection
Limits of Disturbance
400.04 Yard Inlet Protection
thereof. For information contact James Lastinger, Raleigh Field Office, U.S. Army Corps of Engineers, [phone] ext. 32.
boundaries should be investigated by the U.S. Army Corps of Engineers prior to any disturbance to determine the existence of wetlands and any requirement
Any project having the possibility of wetlands (indicators being flood hazard solid or alluvial soils, wetland vegetation, blueline streams, etc.) within its
Wetlands
Approval is issued. Shoul you have questions regarding NPDES permit, please contact Sara Knies, (DENR-Surface Water Protection) at [phone].
Control Plan. Applicants will receive a copy of the permit once the Soil Erosion and Sedimentation Control Plan has been reviewed and a Letter of Plan
considered automatically effective once the NC Division of Land Resources or the delegated local program approves the Soil Erosion and Sedimentation
runoff from construction activities disturbing one or more acres. In North Carolina, the NPDES stormwater discharge permit for construction activities is
The Federeal Clean Water Act requires that National Pollutant Discharge Elimination Systems (NPDES) permits be obtained for discharges of stormwater
NPDES
REVISIONS:
NO.DATE
WEI PROJECT NO.:
20326.01
PLANS PREPARED BY:
ENGINEERING
ETHERILL
DESCRIPTION
UNLESS ALL SIGNATURES COMPLETED
DOCUMENT NOT CONSIDERED FINAL
ENGINEER
HYDRAULICS
Bus: 919 851 8077 Fax: [phone]
License No. F-0377
1223 Jones Franklin Rd. Raleigh, N.C. 27606
PLANS PREPARED FOR:
APEX WEST GREENWAY
TO AMERICAN TOBACCO TRAIL
OLIVE CHAPEL ROAD
CONNECTION FROM
919.372.7468
APEX, NC 27502
PO BOX 250
PARKS AND GREENWAY PLANNER
ANGELA REINCKE
PROJECT CONTACT:
Apex, NC 27502
73 Hunter Street
TOWN OF APEX
PRELIMINARY PLANS
DO NOT USE FOR CONSTRUCTION
DATE: MAY 4, 2020
EC-4
EROSION CONTROL DETAILS
STEEL POST
FRONT VIEW
SIDE VIEW2'-0"3'-0"FILL SLOPE
GRADE
WOVEN WIRE FABRIC
WARNING SIGN
VARIABLE AS DIRECTED BY THE ENGINEER
8' MAX.
GRADE
SILT FENCE FABRIC
INSTALLED TO SECOND
WIRE FROM TOP
MIN. 12-1/2 GA.
INTERMEDIATE
WIRES
MIN. 10 GA.
LINE WIRES
TREE PROTECTION AREA
DO NOT ENTER
SILT FENCE GEOTEXTILE FABRIC
4"
MIN
MIN
PLASTIC OR
WIRE TIES
8"
MIN
5"
MAINTENANCE: CLEAN OUT AT 50% CAPACITY
LIFE OF FENCING: 6-9 MONTHS
DO NOT DISTURB TREE CONSERVATION AREAS
WARNING SIGN DETAIL
DO NOT ENTER
TREE PROTECTION AREA
PROVIDE WARNING
LANGUAGE IN BOTH
ENGLISH AND SPANISH,
AS SHOWN
PARA ARBOLES - NO ENTRE
ZONA DE PROTECCION
40"4"4"4"4"4"4"GRADED SLOPES GREATER THAN 10' IN HEIGHT.
SILT FENCE SHOULD NOT BE USED ALONE BELOW
36"NOTES:
(SEDIMENT/SILT) / TREE PROTECTION FENCE
STANDARD TEMPORARY
AND/OR PERMIT REVOCATION.
FAILING TO MAINTAIN TREE PROTECTION MEASURES MAY RESULT IN FINES •
PLANNING DEPARTMENT BASED UPON ACTUAL FIELD CONDITIONS.
ADDITIONAL SIGNS AND/OR PROTECTION MEASURES MAY BE REQUIRED BY THE •
FENCING MUST REMAIN UPRIGHT AND SLACK FREE.
MAINTAIN TREE PROTECTION FENCE THROUGHOUT DURATION OF PROJECT - •
TREES.
FABRIC MUST BE ATTACHED TO APPROVED POSTS ONLY. DO NOT ATTACH TO •
ATTACH SIGNS SECURELY TO FENCE POSTS AND FABRIC.•
LESS THAN ONE SIGN PER PROTECTION AREA AND/OR SIDE.
FOR TREE PROTECTION AREAS LESS THAN 200-FEET IN PERIMETER, PROVIDE NO •
200-FEET ON CENTER THEREAFTER.
SIGNS TO BE PLACED AT EACH END OF LINEAR TREE PROTECTION AREA AND •
SIGNS TO BE PLACED 200-FEET ON CENTER, MAX.•
AS INDICATED ABOVE.
ALL LETTERS TO BE AT LEAST 3-INCHES HIGH, CLEARLY LEGIBLE AND SPACED •
WARNING SIGNS TO BE MADE OF DURABLE WATERPROOF MATERIAL.•26"TREE PROTECTION FENCE
STANDARD TEMPORARY
STEEL POST
2'-0"WOVEN WIRE FABRIC
VARIABLE AS DIRECTED BY THE ENGINEER
8' MAX.
GRADE
MIN. 12-1/2 GA.
INTERMEDIATE
WIRES
MIN. 10 GA.
LINE WIRES
TREE PROTECTION AREA
DO NOT ENTER
ORANGE, UV RESISTANT
HIGH - TENSILE STRENGTH
POLY BARRICADE FABRIC (TYPICAL)
ORANGE, UV RESISTANT
HIGH - TENSILE STRENGTH
POLY BARRICADE FABRIC (TYPICAL)
WARNING SIGN
PLASTIC OR
WIRE TIES
FRONT VIEW
SIDE VIEW
WARNING SIGN
NOTE: FOR TREE PROTECTION ONLY36"4'-0"WARNING SIGN DETAIL
DO NOT ENTER
TREE PROTECTION AREA
PROVIDE WARNING
LANGUAGE IN BOTH
ENGLISH AND SPANISH,
AS SHOWN
PARA ARBOLES - NO ENTRE
ZONA DE PROTECCION
40"4"4"4"4"4"4"36"AND/OR PERMIT REVOCATION.
FAILING TO MAINTAIN TREE PROTECTION MEASURES MAY RESULT IN FINES •
PLANNING DEPARTMENT BASED UPON ACTUAL FIELD CONDITIONS.
ADDITIONAL SIGNS AND/OR PROTECTION MEASURES MAY BE REQUIRED BY THE •
FENCING MUST REMAIN UPRIGHT AND SLACK FREE.
MAINTAIN TREE PROTECTION FENCE THROUGHOUT DURATION OF PROJECT - •
TREES.
FABRIC MUST BE ATTACHED TO APPROVED POSTS ONLY. DO NOT ATTACH TO •
ATTACH SIGNS SECURELY TO FENCE POSTS AND FABRIC.•
LESS THAN ONE SIGN PER PROTECTION AREA AND/OR SIDE.
FOR TREE PROTECTION AREAS LESS THAN 200-FEET IN PERIMETER, PROVIDE NO •
200-FEET ON CENTER THEREAFTER.
SIGNS TO BE PLACED AT EACH END OF LINEAR TREE PROTECTION AREA AND •
SIGNS TO BE PLACED 200-FEET ON CENTER, MAX.•
AS INDICATED ABOVE.
ALL LETTERS TO BE AT LEAST 3-INCHES HIGH, CLEARLY LEGIBLE AND SPACED •
WARNING SIGNS TO BE MADE OF DURABLE WATERPROOF MATERIAL.•
NOTES:
WETLANDS
WETLANDS
WETLANDS
100 YR. FLOOD FRINGE
500 YR. FLOOD FRINGE245 245245245245245
2
4
5
245245245245250250250250250250250250250250250250250
250
250
255255255255255255255255255260260260260260260260260260265265265265265265265265270270270270270270270275275150 24"
R
C
P15" HDPEN 18°03'23" E271.03'N 60°34'46" E
390.29'N 20°01'07" E94.30'N 89°32'22" E
364.47'
N 89°32'22" E
115.10'S 12°09'04" W264.90'OLI
VE CHAPEL RD.CONCN 02°44'33" E216.38'SSMH
SSMH
SSMH
TOP=262.35'
TOP=250.26'
TOP=246.77'EXI
STI
NG 30' POW
ER EASEM
ENTEXI
STI
NG 30' POW
ER EASEM
ENTEXISTING 40' TOWN OF CARY UTILITY & PIPELINE EASEMENT(
I
NSI
DE R/
W
)
M
ULTI-USE EASEM
ENTEXI
STI
NG TOW
N OF APEX
M
ULTI-USE EASEM
ENTEXI
STI
NG TOW
N OF APEX
MULTI-USE EASEMENT
EXISTING 20' TOWN OF APEX
MON
CONC
EIP
EIP
EIP
R/W MON
R/W MON
MON
CONC 36"
W
OOD SPLI
T RAI
LSOI
LGRAVELWOODS
WOODS
WOODS
GPS-2
SI
DEW
ALK EASEM
ENTEXI
STI
NG R/
W
EXI
STI
NG R/
W
EXI
STI
NG R/
W
JV OWNER, LLC
RREF II-SH RICHARDSON
BM 2016 PG 1850-1853
DB 16296 PG 2213
JV OWNER, LLC
RREF II-SH RICHARDSON
BM 2016 PG 1850-1853
DB 16296 PG 2213
WAKE COUNTY
RACHEL B. PRICE &
DB 9276 PG 1339
WAKE COUNTY
DB 9276 PG 1339
OF AMERICA
UNITED STATES
DB 1932 PG 120AMERICAN TOBACCO TRAILSB
WC-01
WC-02
WC-03
WC-04
WC-101
WC-102
WC-103
WC-104
WC-105
WB-03
WB-02
SA
WB-01
SA
WA-10
WA-09
WA-06
WA-07
WA-08
WA-02
WA-03
WA-04 WA-11
WA-12
WA-13
WA-01
WA-14
WA-15
144
252.19
138
248.36
WA-05APPROXI
M
ATE EXI
STI
NG R/
W
(CALCULATED)APPROXI
MATE EXI
STI
NG R/
W
(CALCULATED)
R/W MON
SADDLEBROOK SUBDIVISIONWIDTH VARIES2
0.0
0'
MULTI-USE EASEMENT
EXISTING 20' TOWN OF APEX
20.00'
MULTI-USE EASEMENT
EXISTING 20' TOWN OF APEX
(FROM APEX GI
S
I
NFO)
20'
30'
30'
20'STAGI
NG AREA80' x 40'
REVISIONS:
NO.DATE
WEI PROJECT NO.:
20326.01
PLANS PREPARED BY:
ENGINEERING
ETHERILL
DESCRIPTION
UNLESS ALL SIGNATURES COMPLETED
DOCUMENT NOT CONSIDERED FINAL
ENGINEER
HYDRAULICS
Bus: 919 851 8077 Fax: [phone]
License No. F-0377
1223 Jones Franklin Rd. Raleigh, N.C. 27606
PLANS PREPARED FOR:
APEX WEST GREENWAY
TO AMERICAN TOBACCO TRAIL
OLIVE CHAPEL ROAD
CONNECTION FROM
919.372.7468
APEX, NC 27502
PO BOX 250
PARKS AND GREENWAY PLANNER
ANGELA REINCKE
PROJECT CONTACT:
Apex, NC 27502
73 Hunter Street
TOWN OF APEX
PRELIMINARY PLANS
DO NOT USE FOR CONSTRUCTION
DATE: MAY 4, 2020
WITH FLARED END SECTIONS
18" RCP-III
SEE DETAIL A
SEE DETAIL D
SEE DETAIL B
RETAIN
SECTION AT OUTLET
15" RCP-IV WITH FLARED END
CLASS B RIP RAP
6' L X 9' W X 12" D
OUTLET PROTECTION
CLASS I RIP RAP
10' L X 15' W X 15" D
OUTLET PROTECTION
CLASS B RIP RAP
5' L X 7.5' W X 12" D
OUTLET PROTECTION
REMOVE
SEE DETAIL D
SEE DETAIL C
WITH FLARED END SECTIONS
30" RCP-III
NOTE:
PLACE TEMPORARY ROCK SEDIMENT DAMS TYPE - B
DRAINAGE OUTLETS.
AND TEMPORARY ROCK SILT CHECKS TYPE - A AT
INSTALLED DURING CLEARING AND GRUBBING PHASE.
PERIMETER EROSION CONTROL MEASURES SHALL BE
NOTE:
GRAPHIC SCALE
0'30'30'
NC GRID
NAD 83 NA 2011
CLEARING AND GRUBBING PHASE
EROSION CONTROL PLAN
EC-5
100 YR. FLOOD FRINGE
500 YR. FLOOD FRINGE
DI15+00-L- PC Sta.10+28.48
-L- PT Sta.10+72.00
-L- PC Sta.14+34.13 -L- PT Sta.14+78.90
-L- POT Sta.10+00.00 F
T
10
0
2 02FT10F
T
10
0
2
-L- POT Sta.17+27.80
WETLANDS
WETLANDS
WETLANDS
100 YR. FLOOD FRINGE
500 YR. FLOOD FRINGE
150 24"
R
C
P15" HDPEN 18°03'23" E271.03'N 60°34'46" E
390.29'N 20°01'07" E94.30'N 89°32'22" E
364.47'
N 89°32'22" E
115.10'S 12°09'04" W264.90'OLI
VE CHAPEL RD.CONCN 02°44'33" E216.38'SSMH
SSMH
SSMH
TOP=262.35'
TOP=250.26'
TOP=246.77'EXI
STI
NG 30' POW
ER EASEM
ENTEXI
STI
NG 30' POW
ER EASEM
ENTEXISTING 40' TOWN OF CARY UTILITY & PIPELINE EASEMENT(
I
NSI
DE R/
W
)
M
ULTI-USE EASEM
ENTEXI
STI
NG TOW
N OF APEX
M
ULTI-USE EASEM
ENTEXI
STI
NG TOW
N OF APEX
MULTI-USE EASEMENT
EXISTING 20' TOWN OF APEX
MON
CONC
EIP
EIP
EIP
R/W MON
R/W MON
MON
CONC 36"
W
OOD SPLI
T RAI
LSOI
LGRAVELWOODS
WOODS
WOODS
GPS-2
SI
DEW
ALK EASEM
ENTEXI
STI
NG R/
W
EXI
STI
NG R/
W
EXI
STI
NG R/
W
JV OWNER, LLC
RREF II-SH RICHARDSON
BM 2016 PG 1850-1853
DB 16296 PG 2213
JV OWNER, LLC
RREF II-SH RICHARDSON
BM 2016 PG 1850-1853
DB 16296 PG 2213
WAKE COUNTY
RACHEL B. PRICE &
DB 9276 PG 1339
WAKE COUNTY
DB 9276 PG 1339
OF AMERICA
UNITED STATES
DB 1932 PG 120AMERICAN TOBACCO TRAILSB
WC-01
WC-02
WC-03
WC-04
WC-101
WC-102
WC-103
WC-104
WC-105
WB-03
WB-02
SA
WB-01
SA
WA-10
WA-09
WA-06
WA-07
WA-08
WA-02
WA-03
WA-04 WA-11
WA-12
WA-13
WA-01
WA-14
WA-15
144
252.19
138
248.36
WA-05APPROXI
M
ATE EXI
STI
NG R/
W
(CALCULATED)APPROXI
MATE EXI
STI
NG R/
W
(CALCULATED)
R/W MON
SADDLEBROOK SUBDIVISIONWIDTH VARIES2
0.0
0'
MULTI-USE EASEMENT
EXISTING 20' TOWN OF APEX
20.00'
MULTI-USE EASEMENT
EXISTING 20' TOWN OF APEX
(FROM APEX GI
S
I
NFO)
20'
30'
30'
20'STAGI
NG AREA80' x 40'
REVISIONS:
NO.DATE
WEI PROJECT NO.:
20326.01
PLANS PREPARED BY:
ENGINEERING
ETHERILL
DESCRIPTION
UNLESS ALL SIGNATURES COMPLETED
DOCUMENT NOT CONSIDERED FINAL
ENGINEER
HYDRAULICS
Bus: 919 851 8077 Fax: [phone]
License No. F-0377
1223 Jones Franklin Rd. Raleigh, N.C. 27606
PLANS PREPARED FOR:
APEX WEST GREENWAY
TO AMERICAN TOBACCO TRAIL
OLIVE CHAPEL ROAD
CONNECTION FROM
919.372.7468
APEX, NC 27502
PO BOX 250
PARKS AND GREENWAY PLANNER
ANGELA REINCKE
PROJECT CONTACT:
Apex, NC 27502
73 Hunter Street
TOWN OF APEX
PRELIMINARY PLANS
DO NOT USE FOR CONSTRUCTION
DATE: MAY 4, 2020
Slope
Ditch
Front
GROUND
NATURAL
SLOPE
FILL
Geotextile
WITH FLARED END SECTIONS
18" RCP-III
SEE DETAIL A
SEE DETAIL D
SEE DETAIL B
RETAIN
SECTION AT OUTLET
15" RCP-IV WITH FLARED END
CLASS B RIP RAP
6' L X 9' W X 12" D
OUTLET PROTECTION
CLASS I RIP RAP
10' L X 15' W X 15" D
OUTLET PROTECTION
CLASS B RIP RAP
5' L X 7.5' W X 12" D
OUTLET PROTECTION
REMOVE
SEE DETAIL D
SEE DETAIL C
WITH FLARED END SECTIONS
30" RCP-III
TIE TO EXIST TRAIL
-L- STA. 10+08.00
BEGIN PROJECT
TIE TO EXISTING DITCH
-D- STA. 10+00.00
BEGIN CONTRUCTION
TIE TO EXISTING DITCH
-D- STA. 12+00.00
END CONTRUCTION
TIE TO EXIST TRAIL
-L- STA. 17+00.00
END PROJECT
-L- STA. 15+74.00
BEGIN BOARDWALK
-L- STA. 16+44.00
END BOARDWALK
-L- STA. 12+80.00
END BOARDWALK
-L- STA. 11+70.00
BEGIN BOARDWALKON SHEET 6
SEE DETAIL 200.06 (2 OF 2)
-L- STA. 10+20, 8' LT
YIELD SIGN
ALONG EDGE OF EASEMENT.
COMBO SILT FENCE/TREE PROTECT. FENCE
INSTALL TREE PROTECT. FENCE OR
FINAL EROSION CONTROL PHASE
NC GRID
NAD 83 NA 2011
GRAPHIC SCALE
0'30'30'
EC-6
FINAL PHASE
EROSION CONTROL PLAN
( Not to Scale)
STANDARD BASE DITCH
DETAIL A
B= 2.0 Ft.
Max. d= 2.0 Ft.
Min. D= 2.0 Ft.
*When B is < 6.0'
( Not to Scale)
STANDARD BASE DITCH
DETAIL B
B= 2.0 Ft.
Min. D= 1.0 Ft.Q=0.9 cfsDA=0.3 AcQ=0.24 cfsDA=0.15 AcFROM STA 10+00. TO STA. 10+85 -D-FROM STA. 11+08 TO STA. 12+00 -D-
Flatter4:1 or
D
( Not to Scale)
SPECIAL CUT DITCH
FROM STA. 15+00 TO STA. 15+25 -L- RT
DETAIL C
Min. D= 0.5 Ft.
Ground
Natural
( Not to Scale)
TOE PROTECTION
d
FLATTER2:1 ORDETAIL D
b
Type of Liner= COIR FIBER MATTING
B
2:12:1D
Ground
Natural
Ground
Natural2:12:1D
B
d
Ground
Natural
Ground
Natural
Type of Liner= CLASS I Rip-Rap
100 YR. FLOOD FRINGE
500 YR. FLOOD FRINGE 403
DI
Flatt
er4:1 or
FROM STA. 15+25 TO STA. 15+50 -L- RT **b=5'
FROM STA. 11+50 TO STA. 11+62 -L- RT **b= To Easement
b= **
d= 1.0 Ft.
Liner=CL I RIP RAP
n=0.061
s= 5.5%
d= 1.22 ft
V= 4.6 fps
Q= 25 cfs
Liner=GRASS
n=0.04
s= 0.58%
d= 1.7 ft
V= 2.74 fps
Q= 25 cfs
Liner=GRASS
n=0.04
s= 6.8%
d= 0.33 ft
V=2.8 fps
Q= 0.9 cfs15+00-L- PC Sta.10+28.48
-L- PT Sta.10+72.00
-L- PC Sta.14+34.13 -L- PT Sta.14+78.90
-L- POT Sta.10+00.00 F
T
10
0
2 02FT10F
T
10
0
2
-L- POT Sta.17+27.80
248.31
0.02 4:14
:1PGL EL. =248.32
246.38
0.02
PGL EL. =248.52
3:1 3:1250.90
0.02
PGL EL. =249.33
3:13:1
251.01
PGE
EX PGE
EX
0.02 3:1
4
:1PGL EL. =250.57
250.85
PGE
EX PGE
EX
0.02 4:14:14:1
PGL EL. =251.29
250.33
PGE
EX PGE
EX
0.02 4:14:1
PGL EL. =250.67
249.60
PGE
EX PGE
EX
0.02 4:14:1
PGL EL. =250.10
248.90
PGE
EX PGE
EX
PGL EL. =250.72
0.00
248.18
PGE
EX PGE
EX
0.00
247.86
PGE
EX PGE
EX0.00
247.70
PGE
EX PGE
EX
0.00
247.98
PGE
EX PGE
EX
0.00
PGE
EX PGE
EX
248.03
PGL EL. =249.72
0.00
248.01
PGE
EX PGE
EX
0.02 4:13:1
PGL EL. =248.73
REVISIONS:
NO.DATE
WEI PROJECT NO.:
20326.01
PLANS PREPARED BY:
ENGINEERING
ETHERILL
DESCRIPTION
UNLESS ALL SIGNATURES COMPLETED
DOCUMENT NOT CONSIDERED FINAL
ENGINEER
ROADWAY
Bus: 919 851 8077 Fax: [phone]
License No. F-0377
1223 Jones Franklin Rd. Raleigh, N.C. 27606
PLANS PREPARED FOR:
APEX WEST GREENWAY
TO AMERICAN TOBACCO TRAIL
OLIVE CHAPEL ROAD
CONNECTION FROM
73 Hunter Street, Apex, NC 27606
TOWN OF APEX
919.372.7468
APEX, NC 27502
PO BOX 250
PARKS AND GREENWAY PLANNER
ANGELA REINCKE
PROJECT CONTACT:
CROSS SECTIONS
PRELIMINARY PLANS
DO NOT USE FOR CONSTRUCTION
DATE: MAY 4, 2020
00
00
55
55
1010
1010
1515
1515
2020
2020
245 245
250 250
10+08.00
245 245
250 250
10+25.00
245 245
250 250
10+50.00
245 245
250 250
255 255
10+75.00
245 245
250 250
255 255
11+00.00
00
00
55
55
1010
1010
1515
1515
2020
2020
245 245
250 250
255 255
11+25.00
245 245
250 250
11+50.00
245 245
250 250
255 255
11+70.00
245 245
250 250
255 255
12+00.00
00
00
55
55
10
1010
15
1515
20
2020
245 245
250 250
255 255
12+25.00
245 245
250 250
255 255
12+50.00
245 245
250 250
12+75.00
245 245
250 250
12+80.00
245 245
250 250
13+00.00
-L--L--L-
X-1
247.90
PGE
EX PGE
EX
0.02 3:13:14:1
PGL EL. =247.96
247.74
PGE
EX PGE
EX
0.02 3:14:1
PGL EL. =247.75
247.61
PGE
EX PGE
EX
0.02 3:14:1
PGL EL. =247.60
247.53
PGE
EX PGE
EX
0.02 4:14:14:1
PGL EL. =247.61
247.76
PGE
EX PGE
EX
0.02 3:14:1
PGL EL. =247.94
248.49
PGE
EX
PGE
EX
0.02 4:14:1
PGL EL. =248.60
249.21
PGE
EX
PGE
EX
0.02 4
:150:1
PGL EL. =249.22
R
W
249.00
PGE
EX
PGE
EX
0.02 4:1
PGL EL. =249.61
R
W
3:1 4:1
249.00
249.63
PGE
EX
PGE
EX
0.02
3:1PGL EL. =250.80
R
W
3:1
250.87
PGE
EX
PGE
EX
0.02
3:1PGL EL. =252.05
R
W
3:1
251.44
PGE
EX
PGE
EX
PGL EL. =253.25
R
W
0.00
252.14
PGE
EXR
W
0.00
253.01
PGE
EXR
W
0.00
253.63
PGE
EX
PGL EL. =255.25
R
W
0.00
253.82
PGE
EX
0.02
PGL EL. =255.19
R
W
3:1 3:1REVISIONS:
NO.DATE
WEI PROJECT NO.:
20326.01
PLANS PREPARED BY:
ENGINEERING
ETHERILL
DESCRIPTION
UNLESS ALL SIGNATURES COMPLETED
DOCUMENT NOT CONSIDERED FINAL
ENGINEER
ROADWAY
Bus: 919 851 8077 Fax: [phone]
License No. F-0377
1223 Jones Franklin Rd. Raleigh, N.C. 27606
PLANS PREPARED FOR:
APEX WEST GREENWAY
TO AMERICAN TOBACCO TRAIL
OLIVE CHAPEL ROAD
CONNECTION FROM
73 Hunter Street, Apex, NC 27606
TOWN OF APEX
919.372.7468
APEX, NC 27502
PO BOX 250
PARKS AND GREENWAY PLANNER
ANGELA REINCKE
PROJECT CONTACT:
CROSS SECTIONS
PRELIMINARY PLANS
DO NOT USE FOR CONSTRUCTION
DATE: MAY 4, 2020
00
00
55
55
1010
1010
1515
1515
2020
2020
245 245
250 250
13+25.00
245 245
250 250
13+50.00
245 245
250 250
13+75.00
245 245
250 250
14+00.00
245 245
250 250
14+25.00
00
00
55
55
1010
1010
1515
1515
2020
2020
245 245
250 250
14+50.00
245 245
250 250
14+75.00
245 245
250 250
15+00.00
245 245
250 250
255 255
15+25.00
245 245
250 250
255 255
15+50.00
00
00
55
55
10
1010
15
1515
20
2020
250 250
255 255
15+74.00
250 250
255 255
16+00.00
250 250
255 255
16+25.00
250 250
255 255
16+44.00
250 250
255 255
16+50.00
-L--L--L-
X-2
254.96
PGE
EX
0.02 3:13:13:1
PGL EL. =255.27
R
W
256.25
PGE
EX
0.02 3:14:1
PGL EL. =256.25
R
W
253.47
2:12:1
249.89
250.66
2:12:1
248.52
251.44
2:12:1
247.14
251.35
2:12:1
245.77
251.15
2:12:1
245.46
250.51
2:12:1
245.33
249.92
2:12:1
245.23
248.86
2:12:1
245.09
247.66
2:12:1
244.94
246.64
2:12:1
244.80
REVISIONS:
NO.DATE
WEI PROJECT NO.:
20326.01
PLANS PREPARED BY:
ENGINEERING
ETHERILL
DESCRIPTION
UNLESS ALL SIGNATURES COMPLETED
DOCUMENT NOT CONSIDERED FINAL
ENGINEER
ROADWAY
Bus: 919 851 8077 Fax: [phone]
License No. F-0377
1223 Jones Franklin Rd. Raleigh, N.C. 27606
PLANS PREPARED FOR:
APEX WEST GREENWAY
TO AMERICAN TOBACCO TRAIL
OLIVE CHAPEL ROAD
CONNECTION FROM
73 Hunter Street, Apex, NC 27606
TOWN OF APEX
919.372.7468
APEX, NC 27502
PO BOX 250
PARKS AND GREENWAY PLANNER
ANGELA REINCKE
PROJECT CONTACT:
CROSS SECTIONS
PRELIMINARY PLANS
DO NOT USE FOR CONSTRUCTION
DATE: MAY 4, 2020
00
00
55
55
1010
1010
1515
1515
2020
2020
250 250
255 255
16+75.00
255 255
260 260
17+00.00
-L-
00
00
55
55
1010
1010
1515
1515
2020
2020
250 250
255 255
10+00.00
250 250
255 255
10+25.00
245 245
250 250
255 255
10+50.00
245 245
250 250
255 255
10+75.00
245 245
250 250
10+85.00
00
00
55
55
10
1010
15
1515
20
2020
245 245
250 250
11+08.00
245 245
250 250
11+25.00
245 245
250 250
11+50.00
245 245
250 250
11+75.00
245 245
12+00.00
-D--D-
X-3
REVISIONS:
NO.DATE
WEI PROJECT NO.:
20326.01
PLANS PREPARED BY:
ENGINEERING
ETHERILL
DESCRIPTION
UNLESS ALL SIGNATURES COMPLETED
DOCUMENT NOT CONSIDERED FINAL
Bus: 919 851 8077 Fax: [phone]
License No. F-0377
1223 Jones Franklin Rd. Raleigh, N.C. 27606
PLANS PREPARED FOR:
APEX WEST GREENWAY
TO AMERICAN TOBACCO TRAIL
OLIVE CHAPEL ROAD
CONNECTION FROM
919.372.7468
APEX, NC 27502
PO BOX 250
PARKS AND GREENWAY PLANNER
ANGELA REINCKE
PROJECT CONTACT:
Apex, NC 27502
73 Hunter Street
TOWN OF APEX
ENGINEER
STRUCTURES
PRELIMINARY PLANS
DO NOT USE FOR CONSTRUCTION
DATE: MAY 4, 20204'-0"GROUNDLINE
APPROX.
DRIVEN TO REFUSAL
DIA. PILING
7•" MIN. TIP
DECKING
2x6
(TYP. EA. JOIST)
TWIST STRAP
SIMPSON LTS12
(EA. SIDE) (TYP.)
FLAT STRAP
SIMPSON LSTA12
(TYP.)
JOIST
3x12
(TYP.)
3x12 SPACER
PILE (TYP.)
DRILLED INTO
LAG SCREWS
ƒ" x 16" HEX
10'-0" CLEAR WIDTH
(TYP.)
PROVIDE •" RADIUS CORNERS
20° CANTED 2x8 TOP RAIL
(TYP.)
@ 5'-0" O.C.
4x6 RAIL POST
2"
TYPICAL BOARDWALK DETAILS
FOUNDATION NOTES:
NOTES:
180.00 LIN. FT.
PAY ITEMS
CONCRETE APPROACH SLAB
SECTION No.BEGIN STATION END STATION LENGTH
1 11+70.00 110'-0"12+80.00
2 15+74.00 16+44.00
ELEVATED TIMBER GREENWAY LOCATIONS
70'-0"
8x10 PILE CAP
FLAT STRAP
SIMPSON LSTA12
3x12 JOIST
2x6 DECKING
1•"
1•"
PILE CAP
8x10
2x6 DECKING
JOIST
3x12
TIMBER PILE
{ 7•" MIN. TIP DIA.
END VIEW ELEVATION
8x10 CAP CONNECTION TO PILE
11"
1'-5"
INTO PILE
SCREWS DRILLED
" ~ x 16" LAG4
-32
INTO PILE
SCREWS DRILLED
" ~ x 16" LAG4
-32
(EA. SIDE)
FLAT STRAP
SIMPSON LSTA12
(TYP.)
8x10 PILE CAP
CLASS I RIP RAP
5•"
(TYP.)
SECTION A-A
TIMBER BOARDWALK
4 EACH
RAIL (TYP.)
2x6 CONTINUOUS
POST (TYP.)
2x6 RAIL BETWEEN
POST (TYP.)
FENCE BETWEEN
COATED CHAIN-LINK
42" BLACK VINYL
TYPICAL BOARDWALK DETAILS
S-11'-3"(TYP.)NUTS (TYP.)
WASHERS AND
W/OVERSIZED OGEE
2-†" BOLTS
GROUNDLINE
APPROX.
8'-3"
2x6 X-BRACING
SPACER
PILE CUT-OFF
(TYP.)
TIMBER PILES
(MAX.)
1'-0"USE TRANSVERSE BRACINGWHEN THIS HEIGHT EXCEEDS 5'(TYP.)
W/WASHER & NUT
†" THRU BOLT
(MAX.)
1'-0"
X-BRACING DETAILS
PILE CAP
VINYL COATED CHAIN LINK FENCE SHALL BE KNUCKLED AT BOTH ENDS.
IN THE LONGITUDINAL DIRECTION WILL NOT BE ALLOWED. FOR X-BRACING, SEE DETAIL.
NATURAL GROUND SURFACE EXCEEDS 5'. ATTACH X-BRACING TO THE PILES WITH †" HEX BOLTS AT EACH END. X-BRACING
X-BRACE TIMBER PILES IN THE TRANSVERSE DIRECTION WHEN THE HEIGHT FROM THE BOTTOM OF THE PILE CAP TO THE
COST OF FILTER FABRIC SHALL BE INCLUDED IN LIN. FT. OF TIMBER BOARDWALK.
COST OF APPROACH RAILS SHALL BE INCLUDED IN THE PRICE BID FOR TIMBER BOARDWALK.
CLASS I RIP RAP SHALL BE IN ACCORDANCE WITH NCDOT STANDARD SPECIFICATIONS.
CHAIN LINK FENCE SHALL BE INSTALLED PRIOR TO THE INSTALLATION OF THE TOP AND BOTTOM RAILS.
CHAIN LINK FENCE FABRIC SHALL BE INSTALLED USING A FENCE STRETCHER TO ACHIEVE ADEQUATE TENSION.
ACCORDANCE WITH ARTICLE 1050 OF THE NCDOT STANDARD SPECIFICATIONS.
ALL CHAIN LINK FENCE FABRIC, POSTS, RAILS, FITTINGS, HARDWARE AND ACCESSORIES SHALL BE BLACK VINYL COATED IN
ALL STEEL PARTS AND HARDWARE IN ACCORDANCE WITH ARTICLE 1076 OF THE NCDOT STANDARD SPECIFICATIONS.
ALL FENCE MATERIAL SHALL MEET THE REQUIREMENTS OF SECTION 1050 OF THE NCDOT STANDARD SPECIFICATIONS. GALVANIZE
2x6 BOTTOM SUPPORT RAIL TO BE INSTALLED 2" ABOVE DECK SURFACE.
BE BROUGHT TO THE ATTENTION OF THE ENGINEER BEFORE PROCEEDING.
ALL WORK SHALL BE ACCOMPLISHED AS DIRECTED BY THE ENGINEER. ANY DISCREPANCIES FOUND ON THIS DRAWING SHALL
SIMPSON STRONG TIE CONNECTORS (WHERE USED) SHALL BE GALVANIZED.
ALL BOLTS, NUTS, WASHERS, STAPLES ETC. SHALL BE HOT DIPPED GALVANIZED AFTER FABRICATION IN ACCORDANCE WITH ASTM A153.
SCREWS. RAILING SHALL BE PLACED TO AVOID CUPPING.
2x6 RAILING TO BE ATTACHED TO EACH RAIL POST USING 4- NO. 10 x 3•" GALVANIZED OR STAINLESS STEEL
STEEL SCREWS AT EVERY JOIST. DECKING SHALL BE PLACED TO AVOID CUPPING.
BE ATTACHED TO JOIST USING 3" x „" SCREWS. DECKING SHALL BE ATTACHED WITH TWO GALVANIZED OR STAINLESS
PRE-DRILLED HOLES MAY BE NECESSARY TO PREVENT SPLITTING OF TIMBERS DURING CONSTRUCTION. 2x6 DECKING TO
ALL EXPOSED CORNERS OF 2x8 TOP RAILS SHALL BE FINISHED WITH •" MINIMUM RADIUS.
ALL TIMBER DIMENSIONS ARE BASED ON NOMINAL TIMBER SIZES.
FOR CONCRETE APPROACH SLABS, SEE PROJECT SPECIFICATIONS.
FOR TIMBER BOARDWALK, SEE PROJECT SPECIFICATIONS.
OF 10,000 LBS. (H-5) AND A WIND LOAD ON SUPERSTRUCTURE OF 54 PSF.
THE ELEVATED TIMBER BOARDWALK HAS BEEN DESIGNED FOR A PEDESTRIAN LIVE LOAD OF 90 PSF OR A VEHICULAR LOAD
10 TONS
BOARDWALK PILES ? LIN. FT.
REVISIONS:
NO.DATE
WEI PROJECT NO.:
20326.01
PLANS PREPARED BY:
ENGINEERING
ETHERILL
DESCRIPTION
UNLESS ALL SIGNATURES COMPLETED
DOCUMENT NOT CONSIDERED FINAL
Bus: 919 851 8077 Fax: [phone]
License No. F-0377
1223 Jones Franklin Rd. Raleigh, N.C. 27606
PLANS PREPARED FOR:
APEX WEST GREENWAY
TO AMERICAN TOBACCO TRAIL
OLIVE CHAPEL ROAD
CONNECTION FROM
919.372.7468
APEX, NC 27502
PO BOX 250
PARKS AND GREENWAY PLANNER
ANGELA REINCKE
PROJECT CONTACT:
Apex, NC 27502
73 Hunter Street
TOWN OF APEX
ENGINEER
STRUCTURES
PRELIMINARY PLANS
DO NOT USE FOR CONSTRUCTION
DATE: MAY 4, 2020
10'-0"10'-0"
A
A
5'-0"5'-0"2'-6"5'-0"5'-0"
GROUNDLINE
APPROX.
DRIVEN TO REFUSAL
DIA. PILING
7•" MIN. TIP
2x6 DECKING
5•"9•"9•"8'-3"(TYP. EA. SIDE)1'-7"1'-7"A
A
B
B
6" MIN.
(TYP.)
SPACER (TYP.)
3" SOLID WOOD
(SEE VIEW B-B) (TYP.)
2-†" THRU BOLTS
(SEE VIEW B-B) (TYP.)
2-†" THRU BOLTS
AND JOIST ENDS
POST COVERING 3x12
SINGLE 2x6 OUTSIDE
VIEW B-B 2•"2•"3x12 JOIST
2'-6"2'-6"
PILING (TYP.)
DIA. TIMBER
7•" MIN. TIP
(TYP.)
3x12 JOIST
(TYP.)
SIMPSON BP †-3
JOIST
3x12 PILE CAP
8x10 5-3x12 JOISTS @ 1'-8" CTS.RAILS (TYP.)
HORIZONTAL
2x6
DECKING
2x6
3x12 JOIST
(TYP.)
PILE CAP
8x106"1'-3•"1'-3•"6"(EXT. JOIST ONLY)
SPLICE BLOCK
3x12x1'-6"
WOOD SPACER
3x12 SOLID
TOP RAIL
2x8
20° CANTED
POST (TYP.)
4x6 RAIL
6" COMPACTED ABC
2x6 DECKING
(TYP.)
PILE CAP
8x10
(END SPAN)
PLAN OF GREENWAY SECTION
ELEVATION OF GREENWAY SECTION
POST (TYP.)
4x6 RAIL 1'-0"(TYP.)COMPACTED FILL
FILTER FABRIC1'-0"(MIN.)(APPROACH RAILING AND WING WALL NOT SHOWN FOR CLARITY)
BOTTOM) (TYP.)
MAX. (TOP AND
SPA. @ 18" O.C.
FENCE STAPLES
GALVANIZED
TO MATCH FENCE) (TYP.)
TO TOP RAIL) (VINYL COATED
TENSION BAR (FROM DECK
ATTACHMENT DETAIL
CHAIN LINK TO POST
SEE ``DETAIL A'' FOR
``DETAIL A''
BETWEEN POST
2x6 RAIL
RAIL
2x6 CONTINUOUS
AND BOTTOM RAILS
SPACED AT 18" O.C. MAX. TOP
GALVANIZED FENCE STAPLES
CHAIN LINK FENCE (TYP.)
42" BLACK VINYL COATED
POST
4x6 RAIL
POST (TYP.)
FENCE BETWEEN
COATED CHAIN-LINK
42" BLACK VINYL
TYPICAL BOARDWALK DETAILS
S-2
SHEET S-1
TO PILES DETAIL,
SEE CAP CONNECTION
MINIMUM OF 3 REQUIRED
3x12 WALL BOARDS,
FOR DETAILS)
(SEE SHEET S-3,
APPROACH SLAB
6" CONCRETE
STAINLESS STEEL SCREWS (TYP.)
USING NO. 10x3" GALVANIZED OR
ATTACH TENSION BAR TO POST
PER POST
SCREWS PER RAIL
OR STAINLESS STEEL
4-NO. 10x3•" GALVANIZED
(APPROACH RAILING, WING WALL AND APPROACH SLAB NOT SHOWN FOR CLARITY)
(FOR SECTION A-A, SEE SHEET S-1)
3" WOOD SCREWS AT 1'-0" CTS.
ATTACH 2x8 TOP RAIL W/ 2-No. 10
WASHERS AND NUT
W/ OVERSIZED OGEE
2-†" HEX BOLT
4x6 RAIL POST
MINIMUM OF 3 REQUIRED
3x12x13'-1" (MIN.) WALL BOARDS,
3x12 BLOCKING
(TYP.)
@ POST
3x12 BLOCKING
REVISIONS:
NO.DATE
WEI PROJECT NO.:
20326.01
PLANS PREPARED BY:
ENGINEERING
ETHERILL
DESCRIPTION
UNLESS ALL SIGNATURES COMPLETED
DOCUMENT NOT CONSIDERED FINAL
Bus: 919 851 8077 Fax: [phone]
License No. F-0377
1223 Jones Franklin Rd. Raleigh, N.C. 27606
PLANS PREPARED FOR:
APEX WEST GREENWAY
TO AMERICAN TOBACCO TRAIL
OLIVE CHAPEL ROAD
CONNECTION FROM
919.372.7468
APEX, NC 27502
PO BOX 250
PARKS AND GREENWAY PLANNER
ANGELA REINCKE
PROJECT CONTACT:
Apex, NC 27502
73 Hunter Street
TOWN OF APEX
ENGINEER
STRUCTURES
PRELIMINARY PLANS
DO NOT USE FOR CONSTRUCTION
DATE: MAY 4, 2020
PLAN
ELEVATION
10'-0"10'-0"10'-0"3"6" COMPACTED ABC
APPROACH SLAB
6" CONCRETE
ASPHALT PATH
DECKING
2x6
FABRIC
FILTER
PILE CAP
8x10
DRIVEN TO REFUSAL
DIA. PILING
7•" MIN. TIP
3x12 JOIST
DRIVEN TO REFUSAL
DIA. PILING
7•" MIN. TIP
FABRIC
FILTER
APPROACH SLAB
6" CONCRETE
ASPHALT PATH
(TYP.)
(RAILING NOT SHOWN FOR CLARITY)6'-3"2'
-0"4'-6"6'
-0"2'-0"6'-0"
REFUSAL (TYP.)
DRIVEN TO
DIA. PILING
7•" MIN. TIP
(TYP.)
FABRIC
FILTER
POST (TYP.)
4x6 RAIL
BOARDWALK
{ TIMBER
(TYP.)
20°
(TYP.)
15°
5'-0"
(TYP.)
PROVIDE •" RADIUS CORNERS
20° CANTED 2x8 TOP RAIL
CC
10'-0"
2'-6"5'-0"
GROUNDLINE
APPROX.
DRIVEN TO REFUSAL
DIA. PILING
7•" MIN. TIP
JOIST
3x12
PILE CAP
8x10
RAILS (TYP.)
HORIZONTAL
2x6
DECKING
2x6
TOP RAIL
2x8
20° CANTED
POST (TYP.)
4x6 RAIL
6" COMPACTED ABC
(END SPAN)
POST (TYP.)
FENCE BETWEEN
COATED CHAIN-LINK
BLACK VINYL
COMPACTED FILL
FILTER FABRIC1'-0"(TYP.)4'-6"4'-6"5'-0"5'-0"6" (MAX.)
VIEW C-C
APPROACH SLAB
6" CONCRETE
WING WALL NOT SHOWN FOR CLARITY6'-3"(TYP.)
1'-0" THICK (MIN.)
CLASS I RIP RAP
2'-0"
(TYP.)
APPROACH RAIL
A
PP
R
O
A
C
H

R
A
IL
(TYP.)
AROUND POSTS
1'-0" ~ CONCRETE6"2'-0"2"AROUND POST
1'-0" ~ CONCRETE
SAND
2" COMPACTED
COMPACTED FILL
4000 PSI.
SHALL BE A MIN.
CONCRETE FOR POSTS
APPROACH RAIL POST DETAIL
RAIL POST
4x6 APPROACH
POST DETAIL''
``APPROACH RAIL
FOR DETAILS, SEE
CONCRETE APPROACH SLAB
S-3
MINIMUM OF 3 REQUIRED
3x12 WALL BOARDS,
(TYP. EA. WING)
MINIMUM OF 3 REQUIRED
3x12 WALL BOARDS,
MESH
WELDED WIRE
6x6 W2.9xw2.9
MINIMUM OF 3 REQUIRED
3x12 WALL BOARDS,
2" CL. MAX.
MINIMUM OF 3 REQUIRED
3x12 WALL BOARDS,RIP RAP(TYP).OF EASEMENTTO EDGE