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July 15, 2004
DWQ# 04-0829
WETLANDS/ 401 GROUP Gaston County
Mr. Ed Munn JUL 2 0 2004
City of Gastonia
P.O. Box 1748 WATER QUALITY SECTION
Gastonia,NC 28053
APPROVAL of 401 Water Quality Certification with Additional Conditions
Dear Mr. Munn:
You have our approval, in accordance with the attached conditions and those listed below, to
impact 149 linear feet (If) of Catawba Creek in order to construct the Avon/Catawba Creek Greenway
in Gaston County, as described in your application received by the Division of Water Quality (DWQ)
on May 20, 2004. After reviewing your application, we have determined that this project is covered by
Water Quality General Certification Number 3402, which can be viewed on our web site at
http://h2o.enr.state.nc.us/ncwetlands. The General Certification allows you to use Nationwide Permit
Number 42 once it is issued to you by the U.S. Army Corps of Engineers. Please note that you
should get any other federal, state, or local permits before proceeding with your project, including
those required by (but not limited to) Sediment and Erosion Control, Non-Discharge, and Water
Supply Watershed regulations.
The above noted Certification will expire when the associated 404 permit expires unless
otherwise specified in the General Certification. This approval is only valid for the purpose and
design that you described in your application. If you change your project, you must notify us in
writing, and you may be required to send us a new application for a new certification. If the property
is sold, the new owner must be given a copy of the Certification and approval letter; and is thereby
responsible for complying with all conditions.
For this approval to be valid, you must comply with the conditions listed in the attached
Certification, as well as the additional conditions listed below:
1. Deed notifications or similar mechanisms shall be placed on all lots with remaining jurisdictional
wetlands and waters or areas within 50 feet of all streams and ponds on the property. These
mechanisms shall be put in place within 30 days of the date of this letter or the issuance of the 404
Permit (whichever is later). A sample deed notification format can be downloaded from the
401NVetlands Unit web site at http://h2o.enr. state. nc. us/ncwetlands.
2. Stormwater discharge points shall be constructed in a manner such that the potential receiving
streams (of the discharge) at the site will not be impacted due to sediment accumulations, scouring
or erosion of the stream banks.
One
NoftttCarolina
.IVaturall!l
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resour=
M a a W. Klimek, P.E., Director
Division of Water Quality
Coleen H. Sullins, Deputy Director
Division of Water Quality
,oa
NC?ENR
N. C. Division of Water Quality, 401 Wetlands Certification Unit,
1650 Matz Service Center, Raleigh, NC 27699-1650 (Mailing Address)
2321 Crabtree Blvd, Raleigh, NC 27604-2260 (Location)
0191733.1796 lnhnnel. 919-733-6X93 lfaxl than- h2„ enr state nc.us ncN%etlarulsl
3. No waste, spoil, solids, or fill of any kind shall occur in wetlands, waters, or riparian areas beyond
the footprint of the impacts depicted in the Preconstruction Notification application. All construction
activities shall be performed so that no violations of state water quality standards, statutes, or rules
occur.
4. Erosion and sediment control practices must utilize Best Management Practices (BMP) and be in full
compliance with all specifications governing the proper design, installation, and operation and
maintenance of such BMP in order to protect surface water standards:
a. The design, installation, operation, and maintenance of the sediment and erosion control
measures must be such that they equal, or exceed, the requirements specified in the most
recent version of the North Carolina Sediment and Erosion Control Manual. The devices
shall be maintained on all construction sites, borrow pit sites, and waste pile (spoil)
projects, including contractor-owned or leased borrow pits associated with the project.
b. For borrow pit sites, the erosion and sediment control measures must be designed,
installed, operated, and maintained in accordance with the most recent version of the North
Carolina Surface Mining Manual.
c. The reclamation measures and implementation of these measures must be in accordance
with the requirements of the Sedimentation Pollution Control Act.
5. Sediment and erosion control measures shall not be placed in wetlands or waters to the maximum
extent practicable. If placement of sediment and erosion control devices in wetlands and waters is
unavoidable, they shall be removed and the natural grade restored within six months of the date the
Division of Land Resources has released the project.
6. Upon completion of the project, the applicant shall complete and return the enclosed "Certificate of
Completion" form to the 401/Wetlands Unit of the NC Division of Water Quality. Please send
photographs upstream and downstream of each culvert site to document correct installation along
with the Certificate of Completion form.
7. Continuing Compliance. The applicant (City of Gastonia) shall conduct its activities in a manner
consistent with state water quality standards (including any requirements for compliance with section
303(d) of the Clean Water Act) and any other appropriate requirements of state and federal law. If
DWQ determines that such standards or laws are not being met (including the failure to sustain a
designated or achieved use) or that state or federal law is being violated, or that further conditions
are necessary to assure compliance, DWQ may reevaluate and modify this certification to include
conditions appropriate to assure compliance with such standards and requirements in accordance
with 15 A NCAC 2H.0507(d). Before codifying the certification, DWQ shall notify the applicant and
the US Army Corps of Engineers, provide public notice in accordance with 15A NCAC 2H.0503, and
provide opportunity for public hearing in accordance with 15A NCAC 2H.0504. Any new or revised
conditions shall be provided to the applicant in writing, shall be provided to the United States Army
Corps of Engineers for reference in any permit issued pursuant to Section 404 of the Clean Water
Act, and shall also become conditions of the 404 Permit for the project.
If you do not accept any of the conditions of this certification, you may ask for an adjudicatory
hearing. You must act within 60 days of the date that you receive this letter. To ask for a hearing, send
a written petition that conforms to Chapter 150B of the North Carolina General Statutes to the Office of
Administrative Hearings, 6714 Mail Service Center, Raleigh, N.C. 27699-6714. This certification and its
conditions are final and binding unless you ask for a hearing.
This letter completes the review of the Division of Water Quality under Section 401 of the Clean
Water Act. If you have any questions, please telephone Alan Johnson in the Mooresville Regional
Office at 704-663-1699 or Cyndi Karoly in the Central Office in Raleigh 919-733-9721.
Sincerely,
.?1
Alan W. Klimek, P.E.
AJ/aj
Attachments
cc: Army Corps of Engineers, Asheville
Cyndi Karoly, Wetlands Unit
MRO, Land Quality
Central Files
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MEMORANDUM
TO: John Dorney Regional Contact:
Non-Discharge Branch WQ Supervisor:
Date:
SUBJECT: WETLAND STAFF REPORT AND RECOMMENDATIONS
Facility Name City of Gastonia : Avon / Catawba Creek Greenway
Project Number 04 0829
Recvd From APP
Received Date 5/20/04 Recvd By Region
Project Type greenway
County Gaston
County2
Region Mooresville
Certificates Stream Stream Impacts (ft.)
Class =lr? a^
Permit Wetland Wetland Wetland Stream Acres Feet
Type Type Impact Score Index Prim. Supp. Basin Req. Req. 4illit:iOs
42 Stream O Y O N F__ 11-130 F _c F_ 30,837. F 193.00
F__ F-OY ON ????? I F_
Mitigation Wetland
MitigationType Type Acres Feet
Is Wetland Rating Sheet Attached? O Y @N Did you request more info? O Y @N
Have Project Changes/Conditions Been Discussed With Applicant? Q Y O N
Is Mitigation required? O Y @ N Recommendation: Oo Issue O Issue/Coed O Deny
Provided by Region: Latitude (ddmmss) 351430 Longitude (ddmmss) 811032
Comments:
Staff visited the site on July 14, 2004. The proo?
gr eenway trail exte ntion will utilized one barrel
_
of a three barrel box culvert on Catawba Creek. Currently one of the three barrels is clogged with
sediment and debris. This will be cleared to maintain the ex isting stream flo w.
The trail meanders adjacent to the creek. At the point w here the creek fl ows under Union Rd., the
trail will slope down and pass under the road using one of t he three barrels. At the upstream end of
the barrel <60 linear feet of stream will be impacted as the t rail slopes down to the barren. at the
downstream end <90 linear feet of impact is expected. Be cause the trail m ust meet disability
?uirements, shortening the down stream side isn't possib le (a factor of slo pe and bank height). Total
impacts 149 ft. (ie , <150 ft). Of the 149 linear ft.- approxim ately 50% of the stream's width will be
impacted as the stream will continue to flow under existing conditions throu gh the remainin
two
barrels. During storm events the barrel used for the trail wil l still be able to g
handle the storm- surge.
cc: Regional Office
Central Office Page Number 1
Facility Name City of Gastonia : Avon / Catawba Creek Greenway County Gaston
Project Number 04 0829 Regional Contact: Alan Johnson
Date:
Comments (continued from page 1):
The stream width appears to be wider than would naturally be required. The stream is braided
with midstream sand bars and exhibits braided stream flow. Because of this, impacts are negligable.
The culvert to be placed in the creek at the end of Stevens Street will not be used. A "bridge" will
instead be constructed to span the creek. Reducing total imposed impacts by 43 ft.
cc: Regional Office
Central Office Page Number 2
Date: 24L&

Project Name:
To:
? ARO Mike Parker
? FRO Ken Averitte
MRO Alan Johnson
? RRO Steve Mitc 1
From: %
D WQ#: _
County: 41
? WaRO Tom Steffens
? WiRO Noelle Lutheran
? WSRO Daryl Lamb
Telephone : (919)??
The file attached is being forwarded t
Please call if you need a sistanceyour evaluation.
? Stream length impacted
Stream dete
rmigation
??VVen.,?'' determination and distance-to
blue-line surface waters on USFW topo maps
Minimization/avoi4;; '?e\ues
? Buffer Rules (Meuse, Tar-PamilL;6, r'atawba
? Pond fill ,Randleman)
5aMtigation Ratios
? Ditching
? Are the stream and or wetland mitigation s' tes
ED Check drawings for accuracy r available and viable?
? Is the application consistent with pre-app n lica 'On meetings?
? Cumulative impact concern
Comments:

C! /
icial Ste
'rification ve Cha in
march
12 2006 Telephone Nn .o ,
07y of GASTONIA - `
ENq NEERlNG DE)IRTMENT
May 14, 2004
Division of Water Quality
401 Wetlands Unit
1650 Mail Service Center
Raleigh, NC 27699-1650 ' 0 U 2
SUBJECT: AVON/CATAWBA CREEK GREENWAY EXTENSION
Dear Sir or Madam:
Enclosed you will find for review seven copies (7) of the revised plans for the proposed City of
Gastonia Avon/Catawba Creek Greenway extension, 401 Water Quality Certification application,
and US Army Corps of Engineers General Permit #42. The trail consists of a ten (10') foot wide
asphalt/concrete path extending from the existing greenway trail to Ferguson Park for a total of
approximately 4200 linear feet.
In order to complete the connection, the trail iS required to navigate through one (1) barrel of an
existing three (3) barrel 10'x10' box culvert under Union Road-NC 274 along Catawba Creek (as
shown on sheet 6). The addition of a 60" diameter culvert, fill, and retaining wall between the
ends of Stevens Street (as shown on sheet 4&7) are also required. The trail will match the
existing elevation of the box culvert at both ends and the existing culvert floor will be utilized for
the trail surface, so no additional fill will be added to the inside of the culvert. In order to get
down to the culvert elevation, retaining walls will be required on each end of the culvert and
extending up to the existing creek bank elevations for a total of approximately 150 linear feet.
Approximately a total of 60 cubic yards of material will be removed at the two (2) ends of the
culvert in order to install the walls and trail.
The required +/-31 linear feet of 60" diameter culvert is designed to pass the 100-yr. storm event
in order to minimize flooding of existing homes upstream. The culvert's upstream design locates
the inlet flush with the proposed retaining wall. The culvert's outlet design consists of an energy
dissipating headwall with Reno Mattresses at creek bed invert elevation for outlet protection.
Please review the enclosed plans and application and let ?ne know if additional information is
required.
If you have any questions or need any additional information, feel free to contact me at 704-866-
6021.
Respectfully yours,
Z?J-f
DAVID F. DICKSON, PE
CE III
Enclosures
wFr?Nas?
wqT z' ?RQ?AI?T,
PO Box 1748 - CA4sTow - NoRw CARam - 28053-1748 SFC/°? a
[phone] - Fax[phone]
Office Use Only: Form Vcrsion May 2002
> ? .
'J
USACE Action ID No. DWQ No. '-.f
(If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A".)
1. Processing
1. Check all of the approval(s) requested for this project:
X Section 404 Permit ? Riparian or Watershed Buffer Rules
? Section 10 Permit ? Isolated Wetland Permit from DWQ
X 401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested: NW 42
3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here: ?
4. If payment into the North Carolina Wetlands Restoration Program (NCWRP) is proposed for
mitigation of impacts (verify availability with NCWRP prior to submittal of PCN), complete
section VIII and check here: ?
5. If your project is located in any of North Carolina's twenty coastal counties (listed on page
4), and the project is within a North Carolina Division of Coastal Management Area of
Environmental Concern (see the top of page 2 for further details), check here: ?
II. Applicant Information
1. Owner/Applicant Information
Name: Ed Munn, City Manager
Mailing Address: City of Gastonia
PO Box 1748
Gastonia. NC 28053-1748
Telephone Number: 704-866-6721 Fax Number: 704-854-6607
E-mail Address: edmncityofgastonia.com
2. Agent/Consultant Information (A signed and dated copy of the Agent Authorization letter
must be attached if the Agent has signatory authority for the owner/applicant.)
Name:
Company Affiliation:
Mailing Address: F_.,
Telephone Number:
E-mail Address:

Fax Number:

oeolloN
Page 5 of 12
III. Project Information
Attach a vicinity map clearly showing the location of the property with respect to local
landmarks such as towns, rivers, and roads. Also provide a detailed site plan showing property
boundaries and development plans in relation to surrounding properties. Both the vicinity map
and site plan must include a scale and north arrow. The specific footprints of all buildings,
impervious surfaces, or other facilities must be included. If possible, the maps and plans should
include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with the property
boundaries outlined. Plan drawings, or other maps may be included at the applicant's discretion,
so long as the property is clearly defined. For administrative and distribution purposes, the
USACE requires information to be submitted on sheets no larger than 11 by 17-inch format;
however, DWQ may accept paperwork of any size. DWQ prefers full-size construction
drawings rather than a sequential sheet version of the full-size plans. If full-size plans are
reduced to a small scale such that the final version is illegible, the applicant will be informed that
the project has been placed on hold until decipherable maps are provided.
1. Name of project: AVON/CATAWBA CREEK GREENWAY UNION RD ACCESS
2. T.I.P. Project Number or State Project Number (NCDOT Only): N/A
3. Property Identification Number (Tax PIN): 01-81-01 TAX PIN 3544983719-PI
4. Location
County: GASTON Nearest Town: GASTONIA
Subdivision name (include phase/lot number): N/A
Directions to site (include road numbers, landmarks, etc.): FROM US29-74 TURN SOUTH
ONTO UNION RD-NC274 & TRAVEL APPROXIMATELY 2 MILES TO NIBLICK DR.
CULVERT UNDER UNION RD IS +/- 100' NORTH OF NIBLICK DRIVE
CREEK-LAT35-14-30 LONG 81-10-32
5. Site coordinates, if available (UTM or Lat/Long):UNION RD- LAT 35-14-21 LONG 81-10-12
(Note - If project is linear, such as a road or utility line, attach a sheet that separately lists the
coordinates for each crossing of a distinct waterbody.)
6. Property size (acres): +/- 1.72 ACRES DISTURBED
7. Nearest body of water (stream/river/sound/ocean/lake): CATAWBA CREEK
8. River Basin: CATAWBA RIVER BASIN
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at http://h2o.enr.state.nc.us/admin/maps/.)
9. Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application: EXISTING CONDITIONS CONSIST OF GRASS UTILITY
EASEMENT, STEVEN STREET SHOULDER SECTION, SMALL SECTION OF WOODS
CONSISTING OF VARIOUS TREES AND BRUSH, GRASS & TREES ABUTTING THE
CITY COLF COURSE FACILITY. ETC.
Page 6 of 12
10. Describe the overall project in detail, including the type of equipment to be used:
INSTALLATION OF A 10' PAVED AND CONCRETE WALKING TRAIL TO TIE INTO
THE EXISTING GREENWAY TRAIL REQUIRED EQUIPMENT WILL INCLUDE:
LOADERS TRACK HOES DUMP TRUCKS, PAVERS, ETC.
11. Explain the purpose of the proposed work: THE PURPOSE OF THE PROJECT IS TO
PROVIDE AN ADDITIONAL ACCESS TRAIL TO THE EXISTING AVON/CATAWBA
CREEK GREENWAY BY PROVIDING THE ADDITIONAL ACCESS. ADDITIONAL
NEIGHBORS WILL BE ABLE TO ACCESS EXISTING TRAIL WITHOUT DRIVING.
THE ACCESS ALSO WILL PROVIDE ACCESS TO AN ADDITIONAL PARKING LOT
IN FERGUSON PARK.
IV. Prior Project History
If jurisdictional determinations and/or permits have been requested and/or obtained for this
project (including all prior phases of the same subdivision) in the past, please explain. Include
the USACE Action ID Number, DWQ Project Number, application date, and date permits and
certifications were issued or withdrawn. Provide photocopies of previously issued permits,
certifications or other useful information. Describe previously approved wetland, stream and
buffer impacts, along with associated mitigation (where applicable). If this is a NCDOT project,
list and describe permits issued for prior segments of the same T.I.P. project, along with
construction schedules.
NOT ABLE TO OBTAIN FOR FIRST PHASE, BUT SHOULD HAVE BEEN ISSUED IN
2000
V. Future Project Plans
Are any future permit requests anticipated for this project? If so, describe the anticipated work,
and provide justification for the exclusion of this work from the current application.
FUTURE PERMIT REQUESTS WILL BE REQUIRED UPON COMPLETION OF FUTURE
GREENWAY EXTENSION DESIGNS
VI. Proposed Impacts to Waters of the United States/Waters of the State
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. The applicant must also
provide justification for these impacts in Section VII below. All proposed impacts, permanent
and temporary, must be listed herein, and must be clearly identifiable on an accompanying site
plan. All wetlands and waters, and all streams (intermittent and perennial) must be shown on a
delineation map, whether or not impacts are proposed to these systems. Wetland and stream
evaluation and delineation forms should be included as appropriate. Photographs may be
Page 7 of 12
included at the applicant's discretion. If this proposed impact is strictly for wetland or stream
mitigation, list and describe the impact in Section VIII below. If additional space is needed for
listing or description, please attach a separate sheet.
Provide a written description of the proposed impacts:
2. Individually list wetland impacts below:
Wetland Impact
Site Number
(indicate on ma)
Type of Impact* Area of
Impact
(acres) Located within
100-year Floodplain**
(es/no) Distance to
Nearest Stream
(linear feet)
Type of Wetland***

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: mechanized clearing, grading, fill,
excavation, flooding, ditching/drainage, etc. For dams, separately list impacts due to both structure and flooding.
** 100-Year floodplains are identified through the Federal Emergency Management Agency's (FEMA) Flood Insurance Rate Maps
(FIRM), or FEMA-approved local floodplain maps. Maps are available through the FEMA Map Service Center at 1-800-358-9616, or
online at http://www.fema.cov.
*** List a wetland type that best describes wetland to be impacted (e.g., freshwater/saltwater marsh, forested wetland, beaver pond,
Carolina Bay, bog, etc.) Indicate if wetland is isolated (determination of isolation to be made by USACE only).
List the total acreage (estimated) of all existing wetlands on the property: 0 ACRES
Total area of wetland impact proposed: 0 ACRES
3. Individually list all intermittent and perennial stream impacts below:
Stream Impact
Site Number
(indicate on ma)
Type of Impact* Length
of
Impact
Stream Name** Average Width
of Stream
Before Impact perennial or Intermittent?
I Culvert & Fill 43' UT 3" Perennial
2 Retaining Wall +/-60' Catawba Creek +/-40' Perennial
3 Retaining Wall +/-90' Catawba Creek +/-40' Perennial

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: culverts and associated rip-rap,
dams (separately list impacts due to both structure and flooding), relocation (include linear feet before and afler, and net loss/gain),
stabilization activities (cement wall, rip-rap, crib wall, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is
proposed, plans and profiles showing the linear footprint for both the original and relocated streams must be included.
** Stream names can be found on USGS topographic maps. If a stream has no name, list as UT (unnamed tributary) to the nearest
downstream named stream into which it flows. USGS maps are available through the USGS at 1-800-358-9616, or online at
www.uses.aov. Several internet sites also allow direct download and printing of USGS maps (e.g., www.topozone.com,
www.mapquest.com, etc.).
Page 8 of 12
Cumulative impacts (linear distance in feet) to all streams on site: +/- 193LF
4. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.) below:
Open Water Impact Area of Name Waterbody Type of Waterbody
Site Number Type of Impact* Impact )
(if applicable) (lake, pond, estuary, sound,
(indicate on ma) (acres) bay, ocean, etc.)

N/A

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: fill, excavation, dredging,
flooding, drainage, bulkheads, etc.
5. Pond Creation
If construction of a pond is proposed, associated wetland and stream impacts should be
included above in the wetland and stream impact sections. Also, the proposed pond should
be described here and illustrated on any maps included with this application.
Pond to be created in (check all that apply): ? uplands ? stream ? wetlands
Describe the method of construction (e.g., dam/embankment, excavation, installation of
draw-down valve or spillway, etc.):
Proposed use or purpose of pond (e.g., .livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.):
Size of watershed draining to pond: Expected pond surface area:
VII. Impact Justification (Avoidance and Minimization)
Specifically describe measures taken to avoid the proposed impacts. It may be useful to provide
information related to site constraints such as topography, building ordinances, accessibility, and
financial viability of the project. The applicant may attach drawings of alternative, lower-impact
site layouts, and explain why these design options were not feasible. Also discuss how impacts
were minimized once the desired site plan was developed. If applicable, discuss construction
techniques to be followed during construction to reduce impacts.
IN ORDER TO SAFELY GET PEDESTRIANS FROM THE EAST SIDE OF UNION RD TO
THE WEST SIDE, THE UTILIZATION OF THE EXISTING CULVERT UNDER UNION
ROAD IS REOUIRED
VIII. Mitigation
DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC
Division of Water Quality for projects involving greater than or equal to one acre of impacts to
freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams.
Page 9 of 12
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on March 9, 2000, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
but are not limited to: reducing the size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.
If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USACE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCWRP concurrence shall be placed on hold as
incomplete. An applicant may also choose to review the current guidelines for stream restoration
in DWQ's Draft Technical Guide for Stream Work in North Carolina, available at
http://h2o.enr.state.nc.us/ncwet]ands/strm,-ide.litm1.
Provide a brief description of the proposed mitigation plan. The description should provide
as much information as possible, including, but not limited to: site location (attach directions
and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet)
of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view,
preservation inechanism (e.g., deed restrictions, conservation easement, etc.), and a
description of the current site conditions and proposed method of construction. Please attach
a separate sheet if more space is needed.
2. Mitigation may also be made by payment into the North Carolina Wetlands Restoration
Program (NCWRP). Please note it is the applicant's responsibility to contact the NCWRP at
[phone] to determine availability and to request written approval of mitigation prior
to submittal of a PCN. For additional information regarding the application process for the
NCWRP, check the NCWRP website at http://h2o.enr.state.nc.us/wrp/index.litni. If use of
the NCWRP is proposed, please check the appropriate box on page three and provide the
following information:
Amount of stream mitigation requested (linear feet):
Amount of buffer mitigation requested (square feet):
Amount of Riparian wetland mitigation requested (acres):
Amount of Non-riparian wetland mitigation requested (acres):
Amount of Coastal wetland mitigation requested (acres):
IX. Environmental Documentation (required by DWQ)
Page 10 of 12
Does the project involve an expenditure of public (federal/state) funds or the use of public
(federal/state) land?
Yes ? No X
If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at [phone] to review current thresholds for environmental documentation.
Yes ? No ?
If yes, has the document review been finalized by the State Clearinghouse? If so, please attach a
copy of the NEPA or SEPA final approval letter.
Yes ? No ?
X. Proposed Impacts on Riparian and Watershed Buffers (required by DWQ)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at. the
applicant's discretion.
Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Meuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 213 .0250 (Randleman Rules and
Water Supply Buffer Requirements), or other (please identify )?
Yes ? No X If you answered "yes", provide the following information:
Identify the square feet and acreage of impact to each zone of the riparian buffers. If buffer
mitigation is required calculate the required amount of mitigation by applying the buffer
multipliers.
Zone* Impact
(square feet Multiplier Required
Mitigation
1 3
2 1.5
Total
* Zone 1 extends out 30 feet perpendicular from near bank of channel; Zone 2 extends an
additional 20 feet from the edge of Zone 1.
If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e., Donation
of Property, Conservation Easement, Riparian Buffer Restoration / Enhancement, Preservation or
Page I 1 of 12
Payment into the Riparian Buffer Restoration Fund). Please attach all appropriate information as
identified within 15A NCAC 213.0242 or.0260.
XI. Stormwater (required by DWQ)
Describe impervious acreage (both existing and proposed) versus total acreage on the site.
Discuss stormwater controls proposed in order to protect surface waters and wetlands
downstream from the property.
XII. Sewage Disposal (required by DWQ)
Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of
wastewater generated from the proposed project, or available capacity of the subject facility.
XIII. Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H.0500) or any Buffer Rules?
Yes ? No ?
Is this an after-the-fact permit application?
Yes ? No ?
XIV. Other Circumstances (Optional):
It is the applicant's responsibility to submit the application sufficiently in advance of desired
construction dates to allow processing time for these permits. However, an applicant may
choose to list constraints associated with construction or sequencing that may impose limits on
work schedules (e.g., draw-down schedules for lakes, dates associated with Endangered and
Threatened Species, accessibility problems, or other issues outside of the applicant's control).
THE MAJORITY OF THE LABOR & MATERIALS ARE BEING DONATED BY THE
LOCAL HOSPITAL'S CONTRACTOR DURING CONSTRUCTION OF AN ADDITION TO
THE HOSPITAL; THEREFORE ALL PERMITS NEED TO BE IN PLACE IN A TIMELY
MANNER. ONCE ALL QUANTITIES AND MATERIALS ARE DONATED, THE
CONTRACTOR WILL BE READY TO GO TO WORK AND WILL BE LIMITED BY TIME
WORKING ON HOSPITAL

6y
Applicant/Agent's Signature I Daec
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 12 of 12
U.S. ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Action Id. 200430501 County Gaston
GENERAL PERMIT (REGIONAL AND NATIONWIDE) VERIFICATION
Property owner: City of Gastonia, Att'n: Mr. Ed Munn
P.O. Box 1748
Gastonia, NC 28053-1748
Telephone No.:
Size and Location of project (water body, road name/number, town, etc.):
Avon/Catawba Creek Greenway Extension - 10 foot wide asphalt/concrete path extending
from the existing greenway trail to Ferguson Park (total of approx. 4,200 linear feet).
Description of Activity:
As part of the greenway trail extension: (1) Trail will be navigated through one barrel of a 3
barrel 101x10' box culvert on Catawba Creek. At the inlet and outlet end of the box culvert
a retaining wall will be constructed along the edge of the creek for a distance of approx. 150
linear feet; (2) At another location on the trail. (at the end of Stevens Street), as part of trail
construction, a 31 LF, 60-inch culvert will be installed in an unnamed trib. to Catawba
Creels. Total channel impact at this location will be 43 LF with inlet and outlet protection.
Applicable Law: X Section 404 (Clean Water Act, 33 U.S.C.1344).
(check all that apply) Section 10 (River and Harbor Act of 1899).
Authorization: Regional General Permit Number.
42 Nationwide Permit Number.
Your work is authorized by this Regional General (RGP) or Nationwide Permit (NWP) provided it is
accomplished in strict accordance with the attached conditions and your submitted plans. If your activity is
subject to Section 404 (if Section 404 block above is checked), before beginning work, you must also receive a
Section 401 water quality certification from the N.C. Division of Water Quality, telephone [phone].
Please read and carefully comply with the attached conditions of the RGP or NWP. Any violation of the
conditions of the RGP or the NWP referenced above may subject the permittee to a stop work order, a
restoration order, and/or appropriate legal action.
This Department of the Army RGP or NWP verification does not relieve the permittee of the responsibility to
obtain any other required Federal, State, or local approvals/permits. The permittee may need to contact
appropriate State and local agencies before beginning work.
If there are any questions regarding this authorization or any of the conditions of the General Permit or
Nationwide Permit, please contact the Corps Regulatory Official specified below.
Date March 12. 2004
Corps Regulatory Official Steve Chapin Telephone No. [phone]x224
Expiration Date of Verification March 12, 2006
crSAw roan 591
R-i. d ,'fly 1095
U.S. ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Action Id. 200430501 County Gaston
GENERAL PERMIT (REGIONAL AND NATIONWIDE) VERIFICATION
Property owner: City of Gastonia, Att'n: Mr. Ed Munn
P.O. Box 1748 t
Gastonia, NC 28053-1748
Telephone No.: ?1 -
FT '
Size and Location of project (water body, road name/number, town, etc.): C:
FT-
Avon/Catawba Creek Greenway Extension - 10 foot wide asphalt/concrete path extending <
FT_.
from the existing greenway trail to Ferguson Park (total of approx. 4,200 linear feet). C
Description of Activity:
As part of the greenway trail extension: (1) Trail will be navigated through one barrel of a 3
barrel 10'x10' box culvert on Catawba Creek. At the inlet and outlet end of the box culvert
a retaining wall will be constructed along the edge of the creels for a distance of approx. 150
linear feet; (2) At another location on the trail.(at the end of Stevens Street), as part of trail
construction, a 31 LF, 60-inch culvert will be installed in an unnamed trib. to Catawba
Creels. Total channel impact at this location will be 43 LF with inlet and outlet protection.
Applicable Law: X Section 404 (Clean Water Act, 33 U.S.C. 1344). 401
(check all that apply) Section 10 (River and Harbor Act of 1899). GRQUP
Authorization: Regional General Permit Number. ?1U?CjT
42 Nationwide Permit Number. )'SECT/ON
Your work is authorized by this Regional General (RGP) or Nationwide Permit (NWP) provided it is
accomplished in strict accordance with the attached conditions and your submitted plans. If your activity is
subject to Section 404 (if Section 404 block above is checked), before beginning work, you must also receive a
Section 401 water quality certification from the N.C. Division of Water Quality, telephone [phone].
Please read and carefully comply with the attached conditions of the RGP or NWP. Any violation of the
conditions of the RGP or the NWP referenced above may subject the permittee to a stop work order, a
restoration order, and/or appropriate legal action.
This Department of the Army RGP or NWP verification does not relieve the permittee of the responsibility to
obtain any other required Federal, State, or local approvals/permits. The permittee may need to contact
appropriate State and local agencies before beginning work.
If there are any questions regarding this authorization or any of the conditions of the General Permit or
Nationwide Permit, please contact the Corps Regulatory Official specified below.
Date March 12, 2004
Corps Regulatory Official Steve Chapin Telephone No. [phone]x224
Expiration Date of Verification March 12, 2006
CESAw Forth 591
Revised July 1991
Office Use Only: Form Version May 2002
X29
USACE Action ID No. DWQ No,
(If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A".)
1. Processing
1. Check all of the approval(s) requested for this project:
X Section 404 Permit ? Riparian or Watershed Buffer Rules
? Section 10 Permit ? Isolated Wetland Permit from DWQ
X 401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested: NW 42
3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here: ?
4. If payment into the North Carolina Wetlands Restoration Program (NCWRP) is proposed for
mitigation of impacts (verify availability with NCWRP prior to submittal of PCN), complete
section VIII and check here: ?
5. If your project is located in any of North Carolina's twenty coastal counties (listed on page
4), and the project is within a North Carolina Division of Coastal Management Area of
Environmental Concern (see the top of page 2 for further details), check here: ?
II. Applicant Information
Owner/Applicant Information
Name: Ed Munn, City T
Mailing Address: City of Gastonia
PO Box 1748
Gastonia, NC 28053-1748
Telephone Number: 704-866-6721 Fax Number: 704-854-6607
E-mail Address:_ edm(a_,cityofaastonia.com
2. Agent/Consultant Information (A signed and dated copy of the Agent Authorization letter
must be attached if the Agent has signatory authority for the owner/applicant.)
Name:
Company Affilial
Mailing Address:
Telephone Number: Fax Number:
E-mail Address:
Page 5 of 12
III. Project Information
Attach a vicinity map clearly showing the location of the property with respect to local
landmarks such as towns, rivers, and roads. Also provide a detailed site plan showing property
boundaries and development plans in relation to surrounding properties. Both the vicinity map
and site plan must include a scale and north arrow. The specific footprints of all buildings,
impervious surfaces, or other facilities must be included. If possible, the maps and plans should
include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with the property
boundaries outlined. Plan drawings, or other maps may be included at the applicant's discretion,
so long as the property is clearly defined. For administrative and distribution purposes, the
USACE requires information to be submitted on sheets no larger than 11 by 17-inch format;
however, DWQ may accept paperwork of any size. DWQ prefers full-size construction
drawings rather than a sequential sheet version of the full-size plans. If full-size plans are
reduced to a small scale such that the final version is illegible, the applicant will be informed that
the project has been placed on hold until decipherable maps are provided.
1. Name of project: AVON/CATAWBA CREEK GREENWAY UNION RD ACCESS
2. T.I.P. Project Number or State Project Number (NCDOT Only): N/A
3. Property Identification Number (Tax PIN): 01-81-01 TAX PIN 3544983719-PIN
4. Location
County: GASTON Nearest Town: GASTONIA
Subdivision name (include phase/lot number): N/A
Directions to site (include road numbers, landmarks, etc.): FROM US29-74 TURN SOUTH
ONTO UNION RD-NC274 & TRAVEL APPROXIMATELY 2 MILES TO NIBLICK DR.
CULVERT UNDER UNION RD IS +/- 100' NORTH OF NIBLICK DRIVE
CREEK-LAT35-14-30 LONG 81-10-32
5. Site coordinates, if available (UTM or Lat/Long):UNION RD- LAT 35-14-21 LONG 81-10-12
(Note - If project is linear, such as a road or utility line, attach a sheet that separately lists the
coordinates for each crossing of a distinct waterbody.)
6. Property size (acres): +/- 1.72 ACRES DISTURBED
7. Nearest body of water (stream/river/sound/ocean/lake): CATAWBA CREEK
8. River Basin: CATAWBA RIVER BASIN
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at http://h2o.enr.state.ne.us/admin/mat)s/.)
9. Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application: EXISTING CONDITIONS CONSIST OF GRASS UTILITY
EASEMENT, STEVEN STREET SHOULDER SECTION, SMALL SECTION OF WOODS
CONSISTING OF VARIOUS TREES AND BRUSH, GRASS & TREES ABUTTING THE
CITY COLF COURSE FACILITY, ETC.
Page 6 of 12
10. Describe the overall project in detail, including the type of equipment to be used:
INSTALLATION OF A 10' PAVED AND CONCRETE WALKING TRAIL TO TIE INTO
THE EXISTING GREENWAY TRAIL REQUIRED EQUIPMENT WILL INCLUDE:
LOADERS, TRACK HOES, DUMP TRUCKS, PAVERS, ETC.
11. Explain the purpose of the proposed work: THE PURPOSE OF THE PROJECT IS TO
PROVIDE AN ADDITIONAL ACCESS TRAIL TO THE EXISTING AVON/CATAWBA
CREEK GREENWAY BY PROVIDING THE ADDITIONAL ACCESS. ADDITIONAL
NEIGHBORS WILL BE ABLE TO ACCESS EXISTING TRAIL WITHOUT DRIVING.
THE ACCESS ALSO WILL PROVIDE ACCESS TO AN ADDITIONAL PARKING LOT
IN FERGUSON PARK.
IV. Prior Project History
If jurisdictional determinations and/or permits have been requested and/or obtained for this
project (including all prior phases of the same subdivision) in the past, please explain. Include
the USACE Action ID Number, DWQ Project Number, application date, and date permits and
certifications were issued or withdrawn. Provide photocopies of previously issued permits,
certifications or other useful information. Describe previously approved wetland, stream and
buffer impacts, along with associated mitigation (where applicable). If this is a NCDOT project,
list and describe permits issued for prior segments of the same T.I.P. project, along with
construction schedules.
NOTABLE TO OBTAIN FOR FIRST PHASE, BUT SHOULD HAVE BEEN ISSUED IN
2000
V. Future Project Plans
Are any future permit requests anticipated for this project? If so, describe the anticipated work,
and provide justification for the exclusion of this work from the current application.
FUTURE PERMIT REQUESTS WILL BE REQUIRED UPON COMPLETION OF FUTURE
GREENWAY EXTENSION DESIGNS
VI. Proposed Impacts to Waters of the United States/Waters of the State
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. The applicant must also
provide justification for these impacts in Section VII below. All proposed impacts, permanent
and temporary, must be listed herein, and must be clearly identifiable on an accompanying site
plan. All wetlands and waters, and all streams (intermittent and perennial) must be shown on a
delineation map, whether or not impacts are proposed to these systems. Wetland and stream
evaluation and delineation forms should be included as appropriate. Photographs may be
Page 7 of 12
included at the applicant's discretion. If this proposed impact is strictly for wetland or stream
mitigation, list and describe the impact in Section VIII below. If additional space is needed for
listing or description, please attach a separate sheet.
1. Provide a written description of the proposed impacts:
2. Individually list wetland impacts below:
Wetland Impact
Site Number
indicate on ma
Type of Impact* Area of
Impact
acres Located within
100-year Floodplain**
( es/no) Distance to
Nearest Stream
feet
Type of Wetland***

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: mechanized clearing, grading, fill,
excavation, flooding, ditching/drainage, etc. For dams, separately list impacts due to both structure and flooding.
** 100-Year floodplains are identified through the Federal Emergency Management Agency's (FEMA) Flood Insurance Rate Maps
(FIRM), or FEMA-approved local floodplain maps. Maps are available through the FEMA Map Service Center at 1-800-358-9616, or
online at http:/hvww.fema.gov.
*** List a wetland type that best describes wetland to be impacted (e.g., freshwater/saltwater marsh, forested wetland, beaver pond,
Carolina Bay, bog, etc.) Indicate if wetland is isolated (determination of isolation to be made by USACE only).
List the total acreage (estimated) of all existing wetlands on the property: 0 ACRES
Total area of wetland impact proposed: 0 ACRES
3. Individually list all intermittent and perennial stream impacts below:
Stream Impact
Site Number
indicate on ma
Type of Impact* Length
of
Impact
Stream Name** Average Width
of Stream
Before Impact perennial or Intermittent?
1 Culvert & Fill 43' UT 3" Perennial
2 Retaining Wall +/-60' Catawba Creek +/-40' Perennial
3 Retaining Wall +/-90' Catawba Creek +/-40' Perennial

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: culverts and associated rip-rap,
dams (separately list impacts due to both structure and flooding), relocation (include linear feet before and after, and net loss/gain),
stabilization activities (cement wall, rip-rap, crib wall, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is
proposed, plans and profiles showing the linear footprint for both the original and relocated streams must be included.
** Stream names can be found on USGS topographic maps. If a stream has no name, list as UT (unnamed tributary) to the nearest
downstream named stream into which it flows. USGS maps are available through the USGS at 1-800-358-9616, or online at
www.usgs.gov. Several internet sites also allow direct download and printing of USGS maps (e.g., www.tonozone.com,
www.mapquest. com, etc.).
Page 8 of 12
Cumulative impacts (linear distance in feet) to all streams on site: +/- 193LF
4. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.) below:
Open Water Impact Area of Name of Waterbody Type of Waterbody
Site Number Type of Impact* Impact (if applicable) (lake, pond, estuary, sound,
indicate on ma) (acres) bay, ocean, etc.
N/A

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: fill, excavation, dredging,
flooding, drainage, bulkheads, etc.
5. Pond Creation
If construction of a pond is proposed, associated wetland and stream impacts should be
included above in the wetland and stream impact sections. Also, the proposed pond should
be described here and illustrated on any maps included with this application.
Pond to be created in (check all that apply): ? uplands ? stream ? wetlands
Describe the method of construction (e.g., dam/embankment, excavation, installation of
draw-down valve or spillway, etc.):
Proposed use or purpose of pond (e.g., .livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.):
Size of watershed draining to pond: Expected pond surface area:
VII. Impact Justification (Avoidance and Minimization)
Specifically describe measures taken to avoid the proposed impacts. It may be useful to provide
information related to site constraints such as topography, building ordinances, accessibility, and
financial viability of the project. The applicant may attach drawings of alternative, lower-impact
site layouts, and explain why these design options were not feasible. Also discuss how impacts
were minimized once the desired site plan was developed. If applicable, discuss construction
techniques to be followed during construction to reduce impacts.
IN ORDER TO SAFELY GET PEDESTRIANS FROM THE EAST SIDE OF UNION RD TO
THE WEST SIDE, THE UTILIZATION OF THE EXISTING CULVERT UNDER UNION
ROAD IS REQUIRED
VIII. Mitigation
DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC
Division of Water Quality for projects involving greater than or equal to one acre of impacts to
freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams.
Page 9 of 12
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on March 9, 2000, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
but are not limited to: reducing the size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.
If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USACE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCWRP concurrence shall be placed on hold as
incomplete. An applicant may also choose to review the current guidelines for stream restoration
in DWQ's Draft Technical Guide for Stream Work in North Carolina, available at
http://h2o.enr.state.nc.us/ncwetlands/stn-ngide.htini.
1. Provide a brief description of the proposed mitigation plan. The description should provide
as much information as possible, including, but not limited to: site location (attach directions
and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet)
of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view,
preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a
description of the current site conditions and proposed method of construction. Please attach
a separate sheet if more space is needed.
2. Mitigation may also be made by payment into the North Carolina Wetlands Restoration
Program (NCWRP). Please note it is the applicant's responsibility to contact the NCWRP at
[phone] to determine availability and to request written approval of mitigation prior
to submittal of a PCN. For additional information regarding the application process for the
NCWRP, check the NCWRP website at http://h2o.enr.state.nc.us/wm/index.htm. If use of
the NCWRP is proposed, please check the appropriate box on page three and provide the
following information:
Amount of stream mitigation requested (linear feet):
Amount of buffer mitigation requested (square feet):
Amount of Riparian wetland mitigation requested (acres):
Amount of Non-riparian wetland mitigation requested (acres):
Amount of Coastal wetland mitigation requested (acres):
IX. Environmental Documentation (required by DWQ)
Page 10 of 12
Does the project involve
(federal/state) land?
Yes ? No
an expenditure of public (federal/state) funds or the use of public
X
If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at [phone] to review current thresholds for environmental documentation.
Yes ? No ?
X.
If yes, has the document review been finalized by the State Clearinghouse? If so, please attach a
copy of the NEPA or SEPA final approval letter.
Yes ? No ?
Proposed Impacts on Riparian and Watershed Buffers (required by DWQ)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at. the
applicant's discretion.
Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Meuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 2B .0250 (Randleman Rules and
Water Supply Buffer Requirements), or other (please identify )?
Yes ? No X If you answered "yes", provide the following information:
Identify the square feet and acreage of impact to each zone of the riparian buffers. If buffer
mitigation is required calculate the required amount of mitigation by applying the buffer
multipliers.
Zone* Impact
(square feet Multiplier Required
Mitigation
1 3
2 1.5
Total
* Zone 1 extends out 30 feet perpendicular from near bank of channel; Zone 2 extends an
additional 20 feet from the edge of Zone 1.
If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e., Donation
of Property, Conservation Easement, Riparian Buffer Restoration / Enhancement, Preservation or
Page 11 of 12
Payment into the Riparian Buffer Restoration Fund). Please attach all appropriate information as
identified within 15A NCAC 213 .0242 or .0260.
XI. Stormwater (required by DWQ)
Describe impervious acreage (both existing and proposed) versus total acreage on the site.
Discuss stormwater controls proposed in order to protect surface waters and wetlands
downstream from the property.
XII. Sewage Disposal (required by DWQ)
Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of
wastewater generated from the proposed project, or available capacity of the subject facility.
XIII. Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H.0500) or any Buffer Rules?
Yes ? No ?
Is this an after-the-fact permit application?
Yes ? No ?
XIV. Other Circumstances (Optional):
It is the applicant's responsibility to submit the application sufficiently in advance of desired
construction dates to allow processing time for these permits. However, an applicant may
choose to list constraints associated with construction or sequencing that may impose limits on
work schedules (e.g., draw-down schedules for lakes, dates associated with Endangered and
Threatened Species, accessibility problems, or other issues outside of the applicant's control).
THE MAJORITY OF THE LABOR & MATERIALS ARE BEING DONATED BY THE
LOCAL HOSPITAL'S CONTRACTOR DURING CONSTRUCTION OF AN ADDITION TO
THE HOSPITAL; THEREFORE ALL PERMITS NEED TO BE IN PLACE IN A TIMELY
MANNER. ONCE ALL QUANTITIES AND MATERIALS ARE DONATED, THE
CONTRACTOR WILL BE READY TO GO TO WORK AND WILL BE LIMITED BY TIME

Applicant/Agent's Signature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 12 of 12

Gn
North Carolina Wildlife Resources Commission
Charles R. Fullwood, Executive Director
MEMORANDUM
TO: John R. Dorney, Division of Water Quality WETLANDS i V GROUP
Dept. of Environment and Natural Resources
,SUN 0 7 2004
FROM: Ron Linville, Regional Coordinator
Habitat Conservation Program
WATER aunurY sEC7'01'
DATE: June 3, 2004
SUBJECT: Review of an application by City of Gastonia, Avon/Catawba Creek Greenway
Extension, DWQ Project No. 040829, Gaston County
The City of Gastonia is requesting 401 Water Quality Certification from the North Carolina Division of
Water Quality. The NCWRC has reviewed information provided by the applicant, and field biologists on
our staff are familiar with habitat values of the project area. These comments are provided in accordance
with provisions of the Clean Water Act of 1977 (33 U.S.C. 466 et. seq.) and the Fish and Wildlife
Coordination Act (48 Stat. 401, as amended; 16 U.S.C. 661-667d).
Project proponents plan to place a walking trail connection through an existing three barrel culvert. Based
on our discussions with City staff, it appears that they will install a floodplain bench to force water out of a
receiving barrel and into the center barrel of the culvert. It is our understanding that the entire three barrel
culvert is now perched 15-18 inches on the downstream end. At Stevens Street, another 31' x 60" culvert is
proposed.
Providing that the existing culvert will not be replaced during the current project, we will not object to this
activity. If the culvert had been installed with consideration of natural stream dimensions and active
floodplain benching, this activity would not be needed as terrestrial passage would be present in elevated
stormwater culvert barrels. Since the project involves a state road culvert, we recommend that the City
contact Ms. Trish Simon, North Carolina Department of Transportation (NCDOT), Environmental
Supervisor at 704/480-9020 to discuss the project prior to any construction to see if she has any
recommendations. In addition, we recommend that the culvert be correctly installed with elevated
stormwater barrels and base flow barrel(s) whenever the culvert is replaced by NCDOT.
Culverts 48 inches diameter or larger should be buried a foot into the streambed. Culverts less than 48
inches diameter should be buried to a depth equal to or greater than 20% their size to allow for aquatic life
passage. These measurements must be based on natural thalweg depths.
Thank you for the opportunity to review and comment on this project. If you have any questions
regarding these comments, please contact me at 336/769-9453.
Cc: Trish Simon, NCDOT
Marla Chambers, WRC
Amanda Jones, COE
Mailing Address: Division of Inland Fisheries • 1721 Mail Service Center • Raleigh, NC 27699-1721
Telephone: [phone] ext. 281 • Fax: [phone]
CITY OF GASTONIA GASTONIA, N.C. I&
1 CHECK No. b b 5 1 J
MEMORANDUM GROSS AMOUNT DISCOUNT INVOICE DATE ACCT. NS INVOICE NO. NET AMOUNT

E.I??pg ? 4,07 GCt?! );

?IAS?.RQUALIZ`( SEA
IOi1
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MAY 2 0 2004
GREENWAY IMPROVEMENTS� g �
O,,(fsce vfihe �'ity�a►�i�eer
181Sovrf Sheet C"oJrrrx Nprth Carolina 28053
(UNION ROAD ACCESS)
GRADING & SITE NOTES:
1. THE VTxLITIES AND THE LOCATIONS THEREOF, SHOWN ON
THE PLANS, REPRESENT THE DESIGNERS UNDERSTANDING
OF EXISTING UTILITIES IN THE CONSTRUCTION AREA. THE
CONTRACTOR SHALL VERIFY THE LOCATION, DEPTH AND
EXISTENCE OF ALL UTILITIES (ELECTRICAL, MECHANICAL,
WATER, TELEPHONE,GAS,ETC.) WITHIN THE CONSTRUCTION
AREA WITH THE OWNER AND/OR THE APPROPRIATE
UTILITY COMPANY PRIOR TO BEGINNING ANY EXCAVATION.
THE OMISSION OF, OR THE INCLUSION OF UTILITY
LOCATIONS ON PLANS IS NOT TO BE CONSIDERED A$ THE
NONEXISTENCE OF, OR A DEFINITE LOCATION OF EXISTING
VNDERGROVND UTILITIES. ANY DAMAGE TO EXISTING
UTILITIES SHALL BE REPAIRED AT THE CONTRACTOR'S
EXPENSE. CONTACT U -LOCO (PR 800-632-49491
2. EMTD46 UTILITY LOCATIONS, EXISTING TREE LOCATIONS,
AND TOPOGRAPHIC INFORMATION BASED ON SURVEY PREPARED
BY CITY OF GASTONIA. BOUNDARY INFORMATION BASED ON
SURVEY PREPARED BY THE CITY OF GASTONIA.
3. APPROVAL OF PLANS DOES NCT AUTHORIZE GRADING OR
ANY OTHER DISTURBANCE TO ADJACENT PROPERTIES.
WHEN FIELD CONDITIONS WARRANT OFF-SITE GRADING OR
DISTURBANCE, CONTRACTOR MUST HAVE WRITTEN
P5iMI55ION FROM OWNER(S) BEFORE PROCEt:DING.
4. ALL CONSTRUm6t4i 1+^t�, ltn f`:STRUCTION MATERIALS
SHALL CONFORM TO STATER`.- LOCAL CODES.
�. CONTRACTOR TQaugMIT ALL SITE CONSTRUCTION SHOP
DRAWINGS TO'CITY PROJECT ENGINEER FOR APPROVAL.
ANY SUBSTITUTIONS OR REVISIONS TO MATERIALS OR
CONSTRUCTION SHALL BE APPROVED BY CITY PROJECT
ENGINEER PRIOR TO CONSTRUCTION.
6. CONTRACTOR SHALL REFER TO STAW4 PLANS FOR THE
LOCATION AND DIMENSIONS OF PROJECT.
T. CONTRACTOR TO PROVIDE ALL EROSION CONTROL,
MEA5URE5 AS REQUIRED BY STATE AND LOCM,
AUTHORITIES.
8. ALL LANDSCAPE AREAS DIS + ORSED DURING
CONSTRUCTION SHALL BE RESTORED TO THEIR ORIGINAL
CONDITION AT THE CONTRACTOR'S EXPENSE
9. GRADING MORE THAN ONE ACRE WITH OUT AN APPROVED
EROSION CONTROL PIAN IS A VIOLATION OF SEDIMENT
POLLUTION CONTROL ACT AND MAY BE SUBJECT TO A FINE.
10. ADDITIONAL MEASURES TO CONTROL EROSION AND
SEDIMENT MAY BE REQUIRED BY THE CITY'S PROJECT
ENGINEER AND/OR NCDENR.
71. ALL GRADED SLOPES MUST BE SEEDED AND MULCHED
WITHIN 30 DAYS OF COMPLETED GRADING. ALL
REMAINING 015TURBED AREAS ARE TO BE RESEEDED
WITHIN 60 DAYS.
12. SLOPES SHALL BE GRADED NO GREATER THAN 2:L
13. ALL CONSTRUCTION TO COMPLY WITH CM OF GASTONIA
SPECIFICATIONS AND DETAILS - JUNE 8, 2001 WITH
REVISIONS OR CURRENT EDIT -ON.
14. ALL STOCKPILE AREAS TO BE OUTSIDE 100 -YR FLOOD PLAIN.
15. TOTAL AREA BEING DISTURBED=1.72 ACRES (74849.29 5.F.1
CLEARING NOTES:
CLEAR AND GRVB TO 20' EITHER SIDE OF TRAIL
CENTERLINE. REMOVE GROUNDCOVER, SHRUBS AND
TREES INCLUDING MAJOR ROOT SYSTEMS.
2. SELECTIVE CLEARING SHALL OCCUR WITHIN THE LIMITS OF
CONSTRUCTION AS FOLLOWS: CUT TO GROUND ALL TREES
49 CAL. OR LESS ANb 3HRU95 GREATER THAN 24" IN
HEIGHT. SELECTIVE CLEARING SHALL OCCUR UP TO
LIMITS OF CONSTRUCTION OR TOP OF STREAM BANK,
WHICH EVER 15 CLOSER TO EDGE OF TRAIL.
CONSTRUCTION SEQUENCE:
INSTALL SILT FENCE, INLET PROTECTION, SEDIMENT
TRAPS, DIVERSION DITCHES, TREE PROTECTION, AND
OTHER MEASURES AS SHOWN ON PLANS, CLEARING
ONLY A5 NECE55ARY TO INSTALL THESE DEVICES.
2. MAINTAIN EROSION CONTROL DEVICES AS NEEDED
THROUGHOUT ALL PHASES OF CONSTRUCTION UNTIL SITE
15 STABILIZED.
3. STABILIZE SITE AS AREAS ARE BROUGHT TO FINISH
GRADE.
4. ALL EROSION CONTROL MEASURES SHALL BE
CONSTRUCTED IN ACCORDANCE WITH THE N.C. EROSION
AND SEDIMENT CONTROL PLANNING AND DESIGN
MANUAL, U.S. DEPARTMENT OF AGRICULTURE, AND U.S.
SOIL CONSERVATION SERVICE.
5. THE CONTRACTOR SHALL DILIGENTLY AND
CONTINUOUSLY MAINTAIN ALL ER05I0N CONTROL
DEVICES AND STRUCTURES TO MINIMIZE EROSION. THE
CONTRACTOR SHALL MAINTAIN CLOSE CONTACT WITH
THE CITY'S INSPECTOR 50 THAT PERIODIC INSPECTIONS
CAN BE PERFORMED AT APPROPRIATE STAGES OF
CONSTRUCTION.
EROSION CONTROL SEQUENCE:
1. INSTALL TEMPORARY CONSTRUCTION ENTRANCE.
2. INSTALL SILT FENCING, STORM INLET SEDIMENT TRAPS AND
ALL OTHER NECESSARY EROSION CONTROL DEVICES.
3. MAINTAIN ALL EROSION CONTROL DEVICES AFTER EACH
STORM EVENT.
4 SEED AND MULCH ALL DISTURDED AREAS AS PER
SEEDING SPECIFICATIONS.
LEGEND
w --------------W--
- sem— ss-- ss— ss— ss ss—
EXlSI,YyG Q W UNK FCNX
a T a or
MVn5t AC OF IRA/L
t`" or PA wwovT
Cf)VnDw ' cr Max
ar57NW SFWR LINE
FRAci'RIY UNE
too w n000 PWV
LWI75 Or &=RBANCE
SEAL :.
026909

~F~L.~c Revisions: NCYTES;
~ i. '~II.T~R I~AiIG i~ l.L A Mi~l#"~"'i C~ ~i tU119Tkt AMC'P
a ~ eb1Al.L hi,AlYl a MtNIf~M c~ 6 LINE LVii U11TFt 11' eTAr 6fmAC1NQ~, 1, ALL ELECTRICAL MATEttIALS, IAiS7ALLATl4N AND E(~UXPMEN7 M~+ntirkg
Uk7v~d RIL.TiwR isA~IC ltfli~A UJL~I~S $ILt P~NCi; iS Td '1AM FOR A ~}RiCaQ G'~ MC?>~ Ti~+l AAY'~. SHALL BE IN ACCORDANCE WITi~I 2002 NATIQPJA ~ Hole L{na L ELECTRICAL CODE WITH Y Y N.C. REVISIONS, 10 (354 mm}L x 8 (153 mm~W
~ ~ ~ 6t>w~L I~C36?t~ S~,ALL 8~ 5'-~" IN ~ AEG? S~ ~ TIDE ~ I CONSTRUCTION SE(3UENCE: 3earing Flxiure
1,.~ ~ ~ 6~l.is-k~A61C~N~R 1.~ 9't"lr~l. T1'f°~. 2 COtJ0UI7 SHALL BE HEAVY WALL RIND 6~1k.VAN1IZE©5TEL~L, Gasket ~ ~ Mauntu? oar
~ ~ 1. Obtain Ian a rovol and radin armit form the N.C. De t, of Environment and Natural 4. kUABI B?tC~llz St~IALI ~ 1J61wq TG Pl~"i' ~itIIR'i' tlN SILT F x ~ P PP 9 g R R T TP A GWAi~+JEi, GtK f1R i°1Qi~, 0.25" (®nany 8
~ Resources, Land 4uality Section, IS IJr~~p AIIpJAC.f"t~l , 3. CULVERT LIGHT FIXYURES SHALL 6E rOW,METAL HALtQE ~u~o cATAL~ ~Q. ~ ~aor•p. WITH iNET L©cATZC~N LABEL. Hosu~n~
1 li, ~tLt ~ BLCsp~ .fit . i~ e FI?tilstt ctllor, AND BALLAST FOR X20 V. AC. _ ~~a
a 2. Mold apre-c©nstruetion conference of loaet ono week prior to starting canstructlan and notify Ud FAi~RIC ~ tI~TN Wilms hgc8µ 8 G~fJT~I~D F't'~Tsl'i MAY ~ UFi~, m ~ the N.C. De t. of Environment and Natural Resources, Land Qualit Section of the date when ' + l
N P Y ~ ~ construction will begin. 9aliaat c (4pklonalj
o I ' L FIL'fEI4 IJ«F~ BFb4Lt. IN~~!£CTl~p ~Y T4~EY i~~l.4k.11' 4 +.w.+.~.
~ r onkr t e in c struction. InataN all neeessar alit fence aedlmont basin nd t~5lt~l.~ ~ ~!5 AC~NT Ii"~t~C?!AT!l11.1' AIR ~ ~ j 3. G ad~ng c ac or to b g on y s~ a Y t UMISTRUT Lamp~ol~r --kpnkor
be in ciearin construction area, 1QAI1+rPAI.L. ,aAAIA AT LkABT q,41L I~ORN~S i~ALGN1~ !RA 9 g AN1' fAlIR6 N~tzD~p MALL 1!~ h1AC>~' iN1M1~DIAT~I.Y. KWH MFtoR (~P~ Threadad NI IhCG4Rr)ANGE 8'XB"t'f~l'fEDtH4DA pfloi' A,2' (107 mm) MI b wlkH
~n r n in In il~ the term drama s, Install oil ini 9, p T~ FA1C G~~~ CGR @~ECOM{~ 1N~~GTtbl NRIOR TQ Tim IwNG Rough grade the construction o va o d beg eta g s g et ~ TIC Ekti~GtEI? uSASi.~ LI?~ ANi? TNi: IDAR'Nti~R ~T14J. I8 iJ~Ci~8baR1", THE pP WITH POWER GO.
~ protection and outlet protection as storm drainage Is being installed, If an area ie to be denuded ~ MALI ~ ~F,p ~•LY, RE4VIREMFNt'9 Lamp Slflrksd Hax
o s or more then tam orar seed mulch and tack should be rovided to enauro erosion will for 30 d y P Y ~ ~ P 9, 6~?pii"f~It iD~tWP61tb QNVULp ~ i~M4'v~p APR ~a~ bTp!®M ~>~t ~ bILT 6LrR~@ PMIF1„ NEMA9rt (Included) Head Cap _ \...._.._,9luminum 12EU2401/,1f~, 8W, t00A
be kept to a minimum, F!"NC!? „p ~ ~pt,AC.+=G?. T~ib~' MlJgit if"101~Ep UJ~I P~1'~GbITB N~ACM I AI°F'f~k. HALF TNT{ I~IGNT QR THI: i!AlQRtli~R AN1' $~plh'~TIT Pll~IT~ RAE=.i~iAIN1NG ~ 4 PALE MAIN GAZOUlT 9RFak6it AarylrC Lars • Shroud VRTH 44tb16F6WCH G!6'8
j 5. Ac an area is brought to 5nish grade, the curb and gutter is installed, and the stone base is tI~ bILT FEhtC~E lb ~Mpy~p ~{,qi,i„ ~ p~g~;p Td GC~h1PORM PV~L TO B& UL LAaELED AB ~ - Reflector SIDE VIEW SERFAGE 63i1iPMBNf
placed for the road, then seed, mulch, and took should be provided for ail denuded areas. T4 THE I:Xt18TING GR,gp~,1~P°AIR~p AI+aD i~p,
6. Leovg oil erosion control devices in lace untii ve station has been established aufflcisntl to bT~EEL p°dbt 4' h1NG a~"~lNG~ P 9 Y NOT&: r~Pl'EA ~ COi ' For aN MH, and 100W HP9 adth 308V
j withstand erosion or until stone base Is placed for the streets. QQ, ~iQT remove any erosion control or 240V, this dimeti$ion is 3.0" (75 mm~
devices until directed by th® project engineer, Uk71~tJ FIl.TbR l~At~iRIG T bTtiE~L P+QST ~~L FK?$T
BttI:~L t°Apb
MAINTENANCE PLAN: ~ ~ ~iL'~R pAi~tiC Pgl.fi~R irAi~IC ~R ~A~IC
1, All erasion and sediment control practices will be checked for stability and operation faNowln ~ 3(ry" g
ever runoff roducin rainfall, but in no case Isss than once ever week. An necessar re airs w)II 0 ~ ' I Y P g Y Y Y P ~ ANKi M A HaBG 1M~
be made immediately to maintain all practices as designed. Where construction causes major grade M
than s over a erlod of time diversion ditches wiii be located and maintained Ball as nocessar 9e P Y Y K li a!' X bA' [>fAA. t~OF'AERY~LD 6ROtNrD 1~ '
Burin the radin boss. ~ 9 9 9P ~ I ~ r
~ t + ~ 2. Sediment will be removed from behind the sediment fonts when it becomes about O.S deep at to 1
the fence. The sediment fence will be repaired as necessary to maintain o barrier, • ~ '
~ 1 ,41~iCd•iC3R ~IICIRT ANCNC9R 81CI14'i' i A+ ~ R 4n11~' ~ n~A17-1H-1
3. All seeded areas will be fertilized, reseeded as naceasar ,and mulched accordin to the + I ~ ~ . Y 9 N b MINM'~t ~J l.I~tl ~ b}UR1'iN43 ~ ~3UIR1"i1+~3 SK3RT, f`r ~ CJIa TO C{A.YEAT IIGHiB
instructions in the seeding specifications maintain a +~gorous, dense vegetative cover. Q '6 WA6HiQ r3td~ h1, ~a z~7a~ rtar ~ us~c
o ~ OY~R ~If~Np~ w 4. Outlet protection wiii be installed when outlets are installed. Filter fabric wiu be placed under the UI~Rf3R4UND >
z _u entire stone section and will be repaired or replaced if dtunaged during any phase of construction. t3Y AOWLR CpA~NANY

w~ ~ 0 5, Sediment will be removed from the basin when it reaches 1.0 below the emergency spillway. The
x ~ e filter stone is t© be cleaned ar replaced when the basin no longer drains properly, diversions will be
z r placed to direct os much surface water Into tits basin as possible. ,z
~ ~ NTT a 6. Gravel construction entrances will be cleaned or replaced when they no longer work properly, IT T ALE
m
7. Gravel inl®t protection wiii be installed as the c~ainoge is inat~led where needed, and wNl be o f .
is maintained during the entire grading phase o the propct. I¢
~ SEEDING SPECIFICATIONS;
f4
.1 SLOES 3,1 OR FLATTER ~ eeglr L ~ a~ tiw ~t 'ro s'te oNaaNau. r~alta~
1, ,Apply agricultural lime at the rate of 2 tons/acre. l TO ~ ~ pk84~t~1 DENTH OF TFk! TRA!® 100A
~ +e~vlr~rrT ~bAI.L ~ n~l~+cel'r~p ~ a euiT aa~a ~ A~ eucw PANEL.
2. A I 10-10-10 commercial fertilizer at the rats # i3f.10 !b . acrd ~ 'TwoaT iT u~u,I. NpT e'~vplG. ppy o a/ . Tip •11itJC1llMSE b~L41.1 ~ kiBPf?CT~f~ awTlEl! /aCbl bTpl~'1 ~1+~J4' AY TN! BREAKER
rnr,+wc+atlr ~araNwor~a ~arrr ae I~t;l a~ ~ ~w~~s ~ ae
3. Seed in accordance with the following schedule and appiicatlon rates; bK4~t. ~ ~ ~ ~ 6ucE1 ~ MAC t~T 110 VOLT
lHfa0610P1 RIND YIAt6R PGU.UTIGN AIi$ Mlhl~ll,`C~D. DATE TYPE PLANTING RATE tlt~P e~.L ~ else
Au 15 -Nov 1 TaN Fescue 300 Ibs/oc ~ g DRAliAt1lE :9a6W W16 ~N PleOPERI.Y 6Ta13ILI1~i7.
Nov 1 Mor 1~ Tail Fescue and 300 Ibs/ae ~,eILT ANC'~i eJeTA~,LATION eNA6L ti M a0001~?ANCR MN?H WTaM. a,rreNS~ISNn TO LIGHTS
Abruzzi Rye 2g Ibs/ac
Mar 1 - Apr 95 Talt Fescue 300 Ibs/oc y eTOh~ NORMALLY
A r 15 -Jul 3O Hulled Common Bremuda rasa 30 Ibs ac P 9 / CLO ED CIR S CULT
Jul 15 -Aug 15 Tpll Faseue and 300 Ibs/aa etLt
Browntop Millet or 15 Ibs/ac Sorghum Sudan Hybrids 30 Ibs/ac \ ~
PH TO CELL 0
# - e q A tlo q6 b°dno Heavily mulched during the January March perbd. a , i --i...
~ ~ ;c a NOTE. a
4, Mulch with straw a lied at the rat' of 1 tone ac. u a PP / LIGHTS Tq BE ON IN ti
e1LT 1~lC~ of SLOPES BETWEEN 3,1 AND 2;1 o, DAYLIGHT & OFF AT NIGHT ~
o ~ ~
1. Apply agricultural lime at the rate of 1 tons/sere, ~ WAS BTe~ S ;6 \ 0
Q . .0~ • Y AbPpN40 4p0p ~ 2. A I 10-10-10 commorc~ol fert~izor at the rate of D00 Ibs./acre, w V
W Pp Y z / \ ~ ~
~ N e In attar ante with th foil winf sch I and I Ion rat s' W ~ N 3 Se d d e o g edu a app loaf e, oa
~ INLT~R Aie1~C ewrrr
~ ~ DATE TYPE PLANTING RATE ~ rm OP' ~6 etONL ~ ~ ~ eTO~ac a~a COIL ~ ~ rac ,rr~ra ~
;i Mar 1 -June 1 Sericea Lespedeza 50 Ibs/ac , ~ ai~IN ~ z Mat 1 - A r 1~ Tall Fescue and 300 Ibs ac 3 -d + o
z ~ P / ~a e . a Abruzzi Rye YS Ibs/ac ~ bEGt10N A-a i ~ ~
m Mar 1 Apr 15 Tall Fescue 300 Ibs/ac
A r 15 - ul 30 Hulled Common Bremuda tees 30 Ibs ac ~ p J g / .
g Jui 15 -Aug 15 Tall Fescue and 300 Ibs/ac tiU~ ~
a Browntop Millet or •25 Ibs/ac
Sor hum Sudan H rids 30 Ibs ac g yb / ~v ~
. s Heavily mulched during the January -March petted. ~p
~ ~
4. Mulch with straw applied at the rate of 2 tons/ac. ~o
6 WASHED
STONE
SEED BED PREPARATION NOTES, F~
1, Surface water control measures to be installed oceording to plan. ~s Tj
N c A
1. Areas to be seeded shall be ripped and spread with avoiiable topsoil 3" deep, Total seed bed , ~ , ~ , . , . ~ . . . . . ' . r9
prepared depth shall be 4" to 6" ~ ~ ' ~ ~ ~ ~ ~ ~ ~ ~ ~ ' a . . ~ ~ ' ~ ' ~
5 PERVICDUS CONCRETE ~ ~ • ~ • ~ ~ • ~ ~ ~ . 3, Loose rocks, roots and other obstructions shah be removed from the surface so that they will ~ , e ~ ~ • ~ • , , ~ • ~ ~ . , ~ • , . ~ ~ ~ , , ' ~ • , , . tiT
net interfere with estob{ishment and maintenance of vegetation. ~ • ` • ~ ~ ~ ~ • ` • ~ • ~ • ~ ~ • ~ " ~ ~ ~ ~ • ~ CAR
i ~Q S!+
4. If NO soil test is taken, fertilizer and lime to be provided according to the seed~q tpeclficatione a ~ ~ , , m , ~ ~ o , ~ ~ , ~ p , ~ n , ~ Q , ~ D ~ ~ Q ~ O A a . ~ y •
above. 1n addition provide 650 Ibs oc of su er boa hate, 4 V~IASHED STONE ' + . ~ ~ . • . . • ~ • / P P P , ~ ` ~ SEAL +f « . v
.Id it ~ it ~,1 it ~1. ~.p. w i ~•p, i „ 0690 + •
5. if a soil t®st is taken, provide lime and fertilizer according to the sail teat report and submit FILTER FABRIC _ report to the design engineer. + ~ / • +a ~ O~+iN~IN~ ~4 0~*i
i...,.~.~ i i_.~..iii......,iT"i~.T,.,...Ti........iTi~.iii_..~.iTi_.,._.i"Ti._,._'Ti~i i i..,. III ~ F D
6. Lim® and fertilizer shall be applied uniformly and ml><ed with the sail dur~iq seed bed preparation, SUBGRADE ~l~ru?r?`r
GROUND COVER FOR SLOPES, F{LLS, AND OTHER GRADED AREAS d
9a
The angle for graded slopes and fills shall be no greater than the angle which can be retained by a
z vegetative cover or other adequate erosion control devices or structures, Also whenever a loud ? N disturbing activity Is undertaken an a track comprising more than ono acre, Ii morn than ono acre le
I ~ ~ ~ uncovered, a .round cover sufficient to rotain erosion must be ianted ar otherwise rauided within 9 P P 0
o ~ ~ thlrt (30 workin da on that ortion of the Crock u an which further active construction Is no r~
i Y ) g Ys P P t l.. ~ s being undertaken, provided khat this aectlon shall not apply ko cleared land forming the basin of the ~e
l ~ z ~ reservoir to be inundated. 0
4 ~
R Seeding should be done in accordance with the specifications for that season of the yea.
m
Additional erosion control m b easure5 may be required depending on the actual field condition=. 1-J' COURSE AGGRECA I£
0 a a
a TEMPORARY GRAVEL CONSTRUCTION SHEET
u. d N
ENTRANCE / EXIT DETAIL
(NOT TO SCALE)
i

i
i
R i , eves ons.
a~I~uAl..1~ n•z~ ~1~, vrs' raer a~urw~e Tar au F aMi' teaua~ iau4 ale
i _a 1'x4'~{Adaff'~Ait, m~ Narle4al. Ja16~T i'Y)' POiT F4AU~ T4 r'oerss w a,u.v. 8'x8' 1~OST s'1~' D6cxD4a -r~INT~u4
~7 i A 6'IRCL AMW.BE 99W n ~ b GOMPA~T~S~ GrI~V~L r$ uea (4! ~ ua. ~ 6'1881. AMGJ.BE 9944'X3141KI.1DYiT14J, NAIL URDTN (V4' P1AX,) CsAP i'xl~' 1lV3N1 U@@ (d! 1! LI6 iOLTi W/ s B8111ii63'N WLADYCi.
~ ~f~ U,WBiINRb AT EIA64 waNNeloe Ar IiAGN A4~ tttMl 4'x9 PBAIL
N I ~ ~ N A'fTT'I+.f L ~ a'r4" i111AIPdi p4Adt. ;I'r4' iYAINfi FMdt. ~ „
~i ~ ~ ~ 9'x9' PIt:iG~T ~ I I II
j w ~ ~ MAX, Z'~ """~..,..+.-~+..~r. ~ ~ m r ~ ~ ~ ' - - { _ '1'~ _ I I i I
~ Z ~ ~ U o •l~ (~,1~ Ua o ~ Q f Q C)o Q ~ ° 00 d~ r7a1,~w.•~Iw r'wt' IN~W"•4NfKi4N1N rv crrr+Rax? ~ G'LQ~ ~?ltl~! p4G$TS
Q Q a ~ al rlam~ my r a Y t . of rlam~ ~v ~ cause e1DVa ! ~ ecavDU~.
m . ~ 9'x4' tpERAI
j ~ oUr~PE RT?RN fly 9'><9 rlC,icir0, C6~!'!1'~T4R'S I ` 47117'~I):7E i1T14iiR D/4'.4$CdMNlt f0 ' I
~ raw ~1' X'f'ILIw ~141C, fNBTALL x ~ IN ACAS UJ~I~R~ DII~G1'$D P:AILQ YNPM 1? OrMY3N WOPO I i IG9.
i I I p d0 0 I i _ I T'rtd' 'AA1 MIA1. I ~ I I Q I ~ ~ i ~ ~ ~
I Y 11'1''8 ~(~S~NT,4TIYI1 " r~ i3 I „py uu wp as I I 1 1 I i ~ p 7'xi' GficgCA~N6~kMM 1Y,1,Kri0r~ ® ~ ~ - I tW IbA AN#7Ai. BNAhIC NAN.E f4111 I
~ ~ $4~CXlLD$R MIN. Gt'~•1PA~C'I`~1~ 3U~GI~f~ MIN. + ~aw,,u~wc ~ wut,e ?~,wts, 2 NAILA P4~ d016L 19~8'xl~' ~~~dr'I
I r;.Ar, oIR rota NonrttAa. dOMt, 4~ MAX. 4% MAX. +I ro NVNMr wr l1r,H r~oo tt u'av 1114"dD' !lBAM.7WU9G rN~alcl4 root uv ru ~l+' 6 "x8' Rfx1Gd~ 8A'~llN, Ti1lR~6p ' I
~d.Qf i~p'17~/ $LC~PE' ~ara,w 11Tfi1lL, srxu,e, uoa rA~ RGL» ~ wr waa~rv~ aa4a14na san 4 WAH461i11` SLAT, OR 8x8 NQMIAIAI. I I Y
!?l~~U 1~ SLt I~CG(*~D8 4r1, f16,1) . Jp1876, ruaA4 iA4A149Pt '
A. tJ1.DER 84~ALL H~ 8' U)IDT~I, i rNN rc" cvl+enoucr DUwic ANp A ewwl. Re ~ wuw a+E 8~3" ~»RAI1. P`$NGI+ $NAI.I. Blw wala~rur. aau «+aw w wsTAU.a ~rw 1'IRIAlUR! t~ArOD tO/rIDCIi'~+t ~ f
© 7WAt"19' T4 ~ 0~ i ai. ~ .+~w ~ww v~u. sm w~ ~ e~ G4NSTN~.IG'i1*D NO Gt, I NMN J4Tli' fNP I' I I I
11~~La 4AI.YANl78D AMTFR PADIRIG,ATIOl1 4. AI.L TR~bNRR 1~ Nik NGUrHETN YIlLI.t11U MWr ~ GRAD! OR RRTi1NN~ ~ I I M TYPICAL BOARDWALK DETA[L
MIN. t0 ~ , (NOT TO SCALE)
I I T R A N B
NoT i NOT TO SCALE
BOARDWALK FRAMING DETAIL
NOT TO SCALE (NOT TO SCALE) TQ Metr 1~l.UibJ AMp LIevEL
~
w --.use i• ~wa+ w a/~. uomr - Au wwN w~ rrouN ~ 1
FOA F"DIALYC P[A rIRE !M+"N • ~ ,
6Xb%!' PNk~SIWE MPK 8'16M A8t1fh~J1'
~ '!f1'kA+(t " PYI i0141~ E ASPHALT 5~E1 RAMP S1APE , DFARE&3 CURB Tt, 5L£E,~E ~ k TOP Of q,&ewF 1 TO L>N'TA11.1~M~HOIttTGNrAL. I~MNIPOR RAIL 1 RlCaK61' e p
60 w uEEr RAUP suRF'ACe > ' cc}Nerr~uGltca~+t
a ~/a• PER guar ~ sxa tpcaor
~
L 1 I Z N u IMA IYOOI 9 AElWF6At.T twat. wr ~ttav~t. /
W N '.I•. ' .i ~ f % • % t •Ij.~ .•.11~. rnnnKn+l rn wnrwN ~ ¢ l~TM. SBA f' ~ I E1Q &EE SRE I1AN
~ I r~~ ~ EAN'RI, ~ 11~y ~ ~i . r 1 v bvr[ P1,W o , a o a .
2 H 10LT AMOLE NMAI SUBG6YlE' ~ j ~ 'j. , ' c-N• ca+>.NNN~N pANGOE r-o/ ro q~~p NpTH y ~ '~4• liA ~ ~ ' 1~J1'NAQ, TGP aP , • . • • ~ I
7 54 NG 3 19i1.GU1 TRAIT, , , , •
a Da 7ft a" Gt Q'x8 afi / WW. iS'Rl NOD } AN0.E m ~ fOORID 7E NOD ~ , :y, ,
~ Q ~ 20" BACK OF' 'f~, o xou PR ~ . rPtAll ~tgafAClfl r47r fJP
~ ~ I~IE}fAl. % SCI • % D S ' ? •At9l1R'~fT AND' t'. i ~t7.ARf~UJdlk /q.AiJfk4Q~ r0
a ~ u ~ ' 1dIL~I~.,PkT9lI. AfN I LR-.'~`^.:-D 3fCT1(~N ~ ~ -6 4 ~ . ~ , ~ •hiNid'P pa191~ 4 L8~4J.
~ .w ADBths~1T-4~AIR! W V .
t ~ w • ~ ' • ~ ~ ' ~ ~y 1, ALL IIEfAL 001WpI1CDNf ANE TO DE iANNfQIRO, 9NDiYR R100lM AM MOFG/PfA ft4lMINIEEA • , ' .1', OOIM°OIYDAf INNIT IMIf A SrWDTk i"M75MN0, OAL4iMNEltD 81RK+E. RL`DAIi fli' LEAiGtH 1108 , • ~ ~ .
' ~,'.~",}I~',', • , ' , `i~r-•i~ S, VJGtA AIR ANQR! IA011 16 I~ R,tili, 1pIDQiD Ai CiNT61 vP AOiJAAfl. bA6R CJ' LF?YaTi1 ~ GOURiE. POIR Rp'fAr~19J3 CgAi688~. ~ '
.i (,Q ' , . ~ Qf CI.NW t, MOLES ION ?AOLOC% INpN LIIE UI NYRN D6E..IAIIO R NSEi&ED INTO SIFN,R . ~ I f. ALL W40D AM1U. NE NRAIED MIOI RNOMRFD L'OPP Mts6llAlt. !iT •
b '.#.•.;~'.•;;.~'••.~1'.';•;.;,',~,~;'~~',•'•'. NEtSNAOM a a+O+es/c,?. rOaD swl. N[ eArD AfTfk TRPITNFfR. i ~ t ;y;;y, , INLOPE A 12.1 N suuaE wru DE YYSGWfA war 911T tOiM as OM NNIE iOWepOS ENIIWK[ / IgAO,
iSIAPE 'C' 1/2'/FT
110M0.JNE 6'-0" 4'-Q' G'-0' UP NOT TO SCALE
N~ ~ 4
FACE Oi CURB
ALL ~AfLfNC fs To o~ I, ~N I D. NOT TO SCALE SCALE ~
SCHEDULE 40 BLACK oXfDE STEEL PIPE, lT SHALL BE PRIMED ACCORDING Tp 9'x4' 1!TJ! 6lJARDRAIL w/ LDci![ yr.,o„F ,
AIFG k'ECOA9MENDA TlONS AND TCi U4' I~ r rnw r r ro ro cr
EOP CL 0~ TRA1l, EOP ALU~dlNU~! PAfNTED, ~ N V~ ~ (NOTT030ALE~ EOP ~ 3'x1' t'T,~+. PICA' ui! 3/a' C~ ~4 r v ~
LA E rwc wta~a ua( OAl t~TERIC~ SIpE f~ l~A1~tUALk
2/
NO?E~ r4rnNe nwn~*a r rw oouw, ~ ~
1 1 2 D, RAILING FILL WI TN EMBECD T AI S RJR 0 RAl1.iNCs DE'I' 1. PIQIQ q
N NON-SHR/NK GRDUfT ,4TT 4't10N °o AC~'1pJT ~
3 GAL V. PIPE _ ~BgS, 636, DR
NIPPLE 72 LDNG APPROVED EQUAL BOARDWALK GUARDRAIL DETAIL
(NDT TO k) c NOT TO SCALE
Q ~ ~ AP (NOT TO SCALE) r~ V
n N N N N ~ N N N Ey t'
w z zN ~ ~ 1Q
as -'u wu ~
~i ~ aa%n 3~ G,h A B C D E F G H 1 J K L l r'ui' Ia0$T ~
U~ ' z~ ~ 1>!' 2 1/d' 6' d'-10' 9'^4' 3'-T 4'-2' 1'-0' 1'-6' 3'-9' 6' S'-8' 2'-7' 1'-0' S'-2' ~ ~ ~
~'z I z Mp4ldi~i 18' 2 1/2' 8' 6' S'S' 10'-5' 3'-11' A'-11' 1'-D' 1'-6' 4'-B` 6' 6'-3' 2'-11' 1'-0' 5'-6' 2a' 3' 9' 6` 6'^4' 12'-A' A''6' 6'-3' 1'-0' 1'-6' S'-9' 6' 7'-5' 3'-6' i'-0' 6'-i' ~ ~
~ . a , WALL TYPE VARIES w ~ ' 30' 3 112' B' 6' T-3' 14'-3' 5'-]' T-T 1'-0' N-6' T-1' 6' 6'-T 4'-1' l'-0' 6'-8'
m~ NOT TO SCALE ~ '1v ' ~ r • ~ 36' 4' 8' 6' T-5' 15'-1' S'-B' T-1D' i'-6' 2'-0' 7'-A' 6' 9'-4' 4'-8' 1'-6' T-3' ~ 41 r,
NDTE• WALL MAY 8E DRILLED + ~ ~ CCJNC, A2' A 1! ' 8' 6' 8'-4' 1T-0' 6'-3' 9'-2' 2'-0' 8'-8' 6' !0'-6' '-3' 1'-6' 7'-10' ~ v t' ~ / 2 1'^6 5 T~`
LIGN1` FfXTURES Ir IN LIEU DF SETTING a ' ' • 4' 48' 6' B' 6' 9'-A' IB'-11' 6'-10' 10'-6' 1'-6' 2°-D' 10'-0' 6' 11'-7' S'-!0' 1'-6' 8'-5' v1 ~ V I t ~ '~f 34` g 1/Z' 8' 6' 10'^Z' l9'-9' 7'-5' 10'-9' Y-6' 2'-0' 10'-3' B' l1'-10' 6'-5' 2'-0 9'-0' i
. _ . . _ Q i+i 6(1 g 12 6 l0 -!0 22 5 8 -0' 12' 1 2'-0' 2'-6 it 7 8 14 -0' T-0 2'-D' 10' 4 iy Q
SLEEVE-SAME CAULKING REQUIRED. `D P 1.1 R~ 66' 6 l/2' 12' 8' 11'-9' 24'-4" 8'-T t3'-5' 2'-0' 2'-6' 12'-11' S' 15'-2' 7'-T 2'-0' l0'-11` ~
~ a~ +i1(iRAV6L bArbR 72' T 12' e' 12'-5' 25'-1' 9'-c' 13'-T 2'-0' 2'-6' 13'-1' e' 15'-3' 6'-2' 2'-6' 11'-6' ~ ~'1 8 OC
F H N I 76' 7 V2' !Z' i}' 13'-d' 2T-0' 9'^9' 1A'^!1' 2'-0' 2'-6' !4'-S' 8' 16'-5' 8'-9' 2'-6' 12'-1' q
64' B' 12' B' l3'-11' 2T-9' 10'-4' 15'-1' 2'-D' 2'-6' lA'-T 8' 16'-T 9'-A' 3'-0' 12'-6'
(NOT TO SCALE) 90' B i/2' 12' 8' !4'-10' 29'-9' 10'-11' 16'-fi' 2'-0' 2'-6' 16'-0' 8` 1T-10' 9'-11' 3'-0' 13'-3' 96' 9' 12' 10' 15'-10' 3D'-6' 11'-6' 16'-8' 2'-0' 2'-6' 16'-2' 12' 17'-11' 10'-5' 3'-6' 13'-]0'
12' r 102' 9 1/2' 1A' 10' 16'-11' 32'-10' 12'-1' 18'-0' 2'-0' 2'-6' 1T-6' 12' 19'-4' 11'-1' 3'-6' 14'-JO'
1 q' + MIM. BOARDWALK FOOTING DETAIL 108' 10' lA' 10' 17-'6' 33'-B' 12'-8' 18'-3' 2'-0' 2'-6' 17'-9' 12' !9'-7' 11'-8' 4'-0' 1S'-5'
R 114' lA 1/2' 16' 10' 16'-5' 35'-f0' 13'-3' k9'-T 2'-0' 2'-6' 19'-1' 12' 21'-0' 12'-3' A'-0' 16'-3'
~ ~ I A (NOT TO $ "~I'~~ 120' 11' 16` 10' 19'^5' 3T^IO' 13'^IO' 20'-11' 2'-D' c"-6` 20'-fl' 12' 22'-2' 12'-1D' 4'-0` 16'-11' A
~ 14 ~ ~ A ~ I A
~~gN9q~yr
I I I ~ I ~ ~ W IaMI N - ~ TCNPERATURC RC-NARi N - P A ~ a ~ ~#~.~1~ ~ A 0 ~ 8AC1( FACC FAONi iACE tt ~ ~ w * Q-
M+~ ~ ~ ~ NACK FACC FROM DACE y DUU9LE-PIPE r • F ~ true' ^ u„ H ADWAi l ~u S~-..+
f a. I Q W waLL REINFORCENENT ,t.aD uur i" ~ m "w ~ r RCINFORCENENT r"cc a vwu w ~ ~ SEAL •
~ I ~ s' ~a' e. pl O. Y,~1, ~ FN$t. vEaT. Cplt'RESSION srEU u ~ A B C L u ~ * • 02690 ~ i e' ON 1t' VALE 15' A3 2 12' O.C. 43 a !2' O.C. ab " w-I' v>Kt 1.61 13'-0' T-3' B'-9' 2.24 • ~
I I sn eAMUN ~ ~ ~ ~ w 1.96 + I ~
0 3 1B 9'-4' 14 4 T-10' 9'-S' 2,70 I GIN~~'1•• 3' _ _ * Q•'~ • 0i 13' ~4' 2,61 10' 10' 16'-10' 9' 0' 10'-T 3.64 fj,'4~~••••4M•~,~5
I I V,WRLIK 30' ' ' ' 3,49 12'-4' 19'-4' 9'-2' 11'-9' 4Jd ~ flt 06' 421 13'-1' 20'-9' 11'-4' 12'-Il' 3.75 rrlrrrtM~
_ " ~ A ~ R ~ w 42' 4,90 14'-T 23'-3' l2'-6' 14'-I' 7.05
z ~ ~ ?nTtl EbN w~t:P ~%1LEE (Pkt'lT TO SCALE) A w r~ Is• ~ te• P,PC PpN WECP 1N1LEt 48' ' ' ' 6,33 16'-2' 25`-9' 13'-B' 15'-3' B.S2 Piet 15' ~ 1B' P1PC 40>f1AR
USE D/E Q(ap g/ USE D/e + lAw 04' N4 @ le' OTC, 7.23 1T-6' 27'-2' J4'-l0' !6'-5' 9.74 60' ' ' 1125 10'-JO' 30'-5' 16'-0' 10'-4' 14J4
RWI-+ Z2F- M4 a 12' Ol. BDTN FACE$ 66' M4 d !2' aC, R 14.67 20'-4' ~'-il' 1T-2' 14'-6' 19,44
Q Fa- J W 1'NpNT CORNEAV~ ~ ~ MATERIAL USED FOR KEYWAY NORI2pNTAL M VERTICAL 72' 1575 21'-T 34'-3' 16''4' 20'-8` 20.96 78' Y4 18,04 23'-I' 36'-9' 19'-6' 1'-10' 23.89
CAN BE CONCRI"TE OR! BRICK I _A 64' Y5 Q 12' aC. 19.32 24'-3' 38'-1' 20'-B' 23'-0' 25.99
r. N , N w E TYPICAL SECTI0~1 A 40' 21,92 2S'-9' 40'-8' 2i'-10' 24'-2' 28.95 ~
UJ ~ ~ 96' MA t lt' D~C, 6 e 12' 11~C. 26,36 )'-4' 42'-0' 23'-0' 25'-4' 35.30 . 1e
~w ~ A A 102' 6 B 10' D.C. 3226 29'-0' 44'-11' 24 -2' 26 -ll' 42,53
1 ~ ~ e, TAP ELEV, ~ ~ NOTE~TO $E USED ONLY FOR l08' 34.21 30'-2' 46'-4' 25'-4' 28'-I' 45.15 114' 8 2 12' O.C. 40.76 31'-8' 49'-1' 26'-6' 24'-6' 53.26
~ ~ ~ a.~.,.,. , ~
a Nil`L3 Jb- UK LtJ' IN IJIAML ILK NOTE' 1 um) p1Bic rmy (14IRl lR) Or #37 W"l 870W i0 ST(BIE 1120' 144 97 133'-3'151'-B' 127'-8' 30'-9' 158.59 j
a VARIES 13 RCPwRED BEHIND EACW WEEP MULE, } ~m NOTE (1) ALL DIMENSIONS FOR A DOUBLE
PIPE H.W. ARE SAME AS SINGLE PIPE H.W. EXCEPT AS SHOWN ABOVE, SHEET
np ~ (2) THE DISTANCE BETWEEN PIPES 114 A DpUBLE PIPE H,v. 15 2 FT.
KEYWAY FOR FLARED END SECTION DETAIL STANDARD REINFORCED CONC CONCRETE HEADWALL WITH DIMENSIONS FOR HEADWALL WITH WING WALLS DETAIL
a
NOT TO SCALE) WING WALLS DETAIL
NOT TO SCALE
NOT TO SCALE

Revisio ns
/1 / ~ ~ ,
\ _ i ~ , ~ ~ WILLIAM di Rt?lNDA WOQDS r r / r /
r D.B.3.192- PG. 001 r ~ , r / I I 1 ~ u • I I ~
~ \ ' _ ~ ~ -.E TAX REF.101.90.47~ , / j /
\ ~ ZONED?RR , / / 1 / i' ~ 1 r ~ 1 / ~ ~ - i I I 4 1 , i / ~ ~v.
4 k, 1 1 f aj\ 1 1 r 1
1 1 ,p' 4 4 1 I / ~ '
1 1 ~ I 1 f ~ ~ ~ .
, ~
~ ~ , •l ~ ~ ~ LARRY &.N(NDA WALLACE 1 ,
\ 1 ~ I r~ ~ 1 , aYT / Vii/ .J r r ~ ~ • 50 / ~ D,B,1414• PG. 512 /
'fAX REF, 01~80~49 \ \ 1 ~ ~ r y
. ~ r 1 4
1 \ \ 1 t ~ 4 \ I
"V r ~~r 1 t 1 + 1 4 4 ` ~ ~ ~ ~ 1 4 y y I I I
CHARM & ANGELA CRfBA I t \ 1 4 ~ t 1 1
~ ~ 1 / D.B, hl I I 1 \ t w. I,flAA1 I K7 ~ 'w ~ / ~ _ l~ f f ~ ~ ti. r ~ D.B, 2734• PG. 174 ~ ~ ~ ~ ~ t ~ 4 1 I ~ , 1 1
~ ~ \ " . f ~ , t , ~ • , TAX i ~ DISTUR6E AREA N©TE: / ! TAX REF, 01.84b5 ' , ~ , , \ ~ ~ ~ ~ ~ ,
i \ A t ~ EpGE OF,~'RAIL M! F , •'1 ~ ZONED=R-3 ; 4 1 ~ 4 \ \ ~ 1 i i
~ 1 ~ ~ , ~ t „ , ~ ~ r ~ r
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TAX REF. 01-81-01 I ( i I\ 1 i 1 \ \ \ N D=R-3 \
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o i f / TAX REF, 41.80.71 x~ ~ 2 / . 1 ~ i 0. ,1627 • PQ, 447 ZONEO;R•3 •
~ ~ / / / ~ I 1 I ~ T REF, 01.80.72 1 1 , ` . ~ ~ ~
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55
.10 ooo ftk~ SHEET
,
/ / 1

f
ilk ~ '
• •
MAY 2 Q 2004
i~ee~~lz .II~'e ~x~~,~~~,~r`
g ~ O,,(fsce vf~he ~'rt~v~a?~r~eer
~ 181Sovrf Stet G~rsloJrrrx Nprth Carolina 28053
~ (LNION
g
GRADING & SITE NOTES: CONSTR I UCT ON SEQUENCE.
1, THE UTILITIES AND fiHE LOCATIONS THEREOF, SHOWN ON 1, INSTALL SILT FENCE, INLET PROTECTION, SEDIMENT
THE PLANS, REPRESENT THE DESIGNERS UN4ERSTANDING TRAPS, DIVERSION DITCHES, TREE PROTECTION, ANb
OF EXISTING UTILITIES IN THE CONSTRUCTION AREA. THE OTHER MEASURES A5 SHOWN ON PLANS, CLEARING
CONTRACTOR SHALL VERIFY THE LOCATION, DEPTH AND ONLY AS NECESSARY TO INSTALL THESE DEVICES.
EXISTENCE OF ALL UTILITIES ELECTRICAL MECHANICAL (
WATER, TELEPHONE,6AS,ETC,) WITHIN THE CONSTRUCTION 2, MAINTAIN EROSION CONTROL DfVTCES AS NfEDfp
' AREA WITH THE OWNER AND/OR THE APPROPRIATE THROUGHOUT ALL PHASES CONSTRUCTIt~) UNTIL SITE
UTTI.ITY COMPANY PRIOR TO BEGINNING ANY EXCAVATION. IS STABILIZED.
i TH€ OMISSION OF OR THE INCLUSION OF UTILITY
LOCATIONS ON PLANS TS NOT TO BE CONSIDERED AS THE STABILIZE SITE A5 AREAS ARE BROU&HT TO FINISH 3. NONEXISTENCE OF, OR A DEFINITE LOCATION OF EXISTING GRADE.
UNDERGROUND UTILITIES. ANY DAMAGE TO EXISTING
UTILITIES SHALL BE REPAIREp AT THE CONTRACTOR'S 4, ALL EROSION CONTROL MEASURE5 SMALL BE
EXPENSE, CONTACT U-LOCO (PH, BQQ-b32.4949~ CONSTRUCI"f0 IN ACCORDANCE WITH THE N.C. EROSION
ANO SEDIMENT CONTROL PLANNING AND DESIGN
2, EXISTING UTILITY LOCATIONS, EXTSTTNd TREE LOCATIONS, MANUAL, U.S. DEPARTMENT OF AGRICULTURE, AND U.S.
AND TOP06RAPHIC INFORMATION BASED ON SURVEY PREPARED SOIL CONSERVATION SERVICE.
BY CITY OF 6ASTONIA. BOUNDARY INFORMATION BASED ON
04 ~ SURVEY PREPARED 8Y T'I~ CITY OF 6ASTONIA. 5, THE CONTRACTOR SHALL DILIGENTLY AND
CONTINUOUSLY MAINTAIN ALL EROSION CONTROL ' APPROVAL OF PLANS DOES NOT AUTHORIZE fiRADIN6 OR DEVICES AND STRUCTURES TO MINIMIZE EROSION. THE
~w ANY OTHER DISTURBANCE TO ADJACENT PROPERTIES. CONTRACTOR SHALL MAINTAIN CLOSE CONTACT WITH
WHEN FI~.D CONDITIONS WARRANTOFF-SITE GRADING OR THE CITY' S INSPECTOR SO THAT PERIODIC INSPECTIONS
J~ U~ Q DISTURBANCE, CONTRACTOR MUST HAVE 1~2ITTEN CAN BE PEI~ORMED AT APPROPRIATE STAGES OF
: P~iMISSION FROM OWNER 5 BEFORE PROCEEDII~. CONSTRUCTION. ~ ( )
u ~ $ L,
ALL CONSTRUC'I~ON A'~Dt~P:STRUC'RON MA t~, '1'ERIAI,S
STfV£NS Q Q ~ EROSION CONTROL SEQUENCE: SHALL CONFORM TO STAT'EA..~. r,OCAL CODES.
z a
i S~Fer . CONTRACTOR TpaSURMIT ALL SITE CON 1, INSTALL TEMPORARY CONSTRUCTION ENTAANfX. STRUCTION SHOP DRAWINGS TO CITY M20JECT ENGINEER FOR APPROVAL.
~ ~ z ANY SUBSTITUTIONS OR REVISIONS TO MA RT Z. ursTALL SAT FENCING, 5TORM INLET SEDIMENT TRAPS AND TE ALS ~
CONSTRUCRON SHALL BE APPROVED QY CITY PRO ~ OT'F~R NECESSARY EROSION CONTROL DEVICES. JECT
ENGINEER PRIOR TO CONSTRUCTION,
3, MAINTAIN ALL EROSION CONTROL DEVICES AFTER EACH
~ c ~ STeVENS STIREET 5SE`~~ Q STORM EVENT. 6, GD~JI'RACTOR SHALL REFER TO STAIa1JC PLANS FOR 1HE
LOCATION AND DIMENSIONS OF PROJECT,
J/~ ~ f <'~U . 4, SEED AND MULCH ALL DISTURDED AREAS A5 PER
CONTRACTOR TO PROVIDE ALL EROSION CON'1ROL SEEDINfi SPECIFICATIONS. 7.
MEASURES AS REQUIRED BY STATE AND LOCAI. AUTHORITIES.
2
~ n ALL LANDSCAPE AREAS DIS i ~JRBED DURING S.
Nf CONSTRUCTION SHALL BE RESTOi~O TO THEIR ORIGINAL
CONDITION AT THE CONTRACTOR'S EXPENSE.
10p YR. FI.~OD ~ ' p-_____-_.._ I
GRADING MORE THAN ONE ACR E WITH OUT AN APPROVED
EROSION CONTROL PLAN IS A VIOLATION OF SEDIMENT
PC?4LUTION CONTROL ACT AND MAY BE SUBJECT TO A FINE,
~ ADDITIONAL MEASURES TO CONTROL EROSION ANO
DIME~IT MAY BE IRRED By LEG~+NI1 SE REQ THE CIIY 5 PROJECT
100 YR. F100D ENGINEER ANp/OR NCDENR.
q q © q q q q i~M llA7~7 NU1V~ III N{
91, ALL GRADED SLOPES MUST BE SEEDED ANp MULCHEp r"" ~T
I I WITHIN 30 DAYS OF COMPLETED GRADING. ALL CAVIE~A~'
REMAINING DISTURBED AREAS ARE TO BF RESEEDED Eta' G~ f'AI~EAIpVT
WITHIN 60 DAYS . c~?+t~ t~' C~~
- g-- u- sf fXlS SL'MfR UNf
12, SUES SHALL BE GRADED NO GREATER THAN rl,
ALL CONSTRUC'1~ON TO COMP r~ ~ ~N 13, LY wzTH cnv of 6ASTOI~CU
SPECIFICATIONS AND DETAILS • JUNE S, 2001 WITH LB61TS A~' R~S'1LRBANGT'
REEK P REVISIONS OR CURRENT EDITION.
CATA~A ~ Gp~(P~
14, ALL 5TOCKPTLE AREAS TO BE OUTSIDE l00-YR FLOOD PLAIN,
15. TOTAL AREA BEI'N6 DISTURBED=1.72 ACRES (74849.29 S.F.).
Cq TA
we A CR
c I ~E k ~
Tr
O
t~
t~
i
CLEARING NOTES:
, CLEAR AND GRUB TO 10' EITHER SIDE OF TRAIL
. . CENTERLINE. REMOVE 6ROUNpCOVER, SHRUBS ANp ,,~~l~I~/~t,_
TREES INCLUDING MAJOR ROOT SYSTEMS. +++v fC Ao
I
1 2, SELECTIVE CLEARING SHALL OCCUR WITHIN THE LIMITS OF 1 04 NOT TO SCALE *
I CONSTRUCTION AS FOLLOWS: CUT TO GROUND ALL TREES SEAL
4" CAL OR LESS ANb 3NRU95 GREATER THAN 24" IN 026909 • . ~
HEIGHT, SELECTIVE CLEARING SHALL OCCUR UP TO , F ~ o ;~1N~ o
LIMITS OF CONSTRUCTION OR TOP OF STREAM BANK, y
it WHICH EVER IS CLOSER OF TRAIL, pig o q~ TO EDGE ~~~~11111~~
I ( !
~ ~

~F~L.~c Revisions: NCYTES;
~ i. '~II.T~R I~AiIG i~ l.L A Mi~l#"~"'i C~ ~i tU119Tkt AMC'P
a ~ eb1Al.L hi,AlYl a MtNIf~M c~ 6 LINE LVii U11TFt 11' eTAr 6fmAC1NQ~, 1, ALL ELECTRICAL MATEttIALS, IAiS7ALLATl4N AND E(~UXPMEN7 M~+ntirkg
Uk7v~d RIL.TiwR isA~IC ltfli~A UJL~I~S $ILt P~NCi; iS Td '1AM FOR A ~}RiCaQ G'~ MC?>~ Ti~+l AAY'~. SHALL BE IN ACCORDANCE WITi~I 2002 NATIQPJA ~ Hole L{na L ELECTRICAL CODE WITH Y Y N.C. REVISIONS, 10 (354 mm}L x 8 (153 mm~W
~ ~ ~ 6t>w~L I~C36?t~ S~,ALL 8~ 5'-~" IN ~ AEG? S~ ~ TIDE ~ I CONSTRUCTION SE(3UENCE: 3earing Flxiure
1,.~ ~ ~ 6~l.is-k~A61C~N~R 1.~ 9't"lr~l. T1'f°~. 2 COtJ0UI7 SHALL BE HEAVY WALL RIND 6~1k.VAN1IZE©5TEL~L, Gasket ~ ~ Mauntu? oar
~ ~ 1. Obtain Ian a rovol and radin armit form the N.C. De t, of Environment and Natural 4. kUABI B?tC~llz St~IALI ~ 1J61wq TG Pl~"i' ~itIIR'i' tlN SILT F x ~ P PP 9 g R R T TP A GWAi~+JEi, GtK f1R i°1Qi~, 0.25" (®nany 8
~ Resources, Land 4uality Section, IS IJr~~p AIIpJAC.f"t~l , 3. CULVERT LIGHT FIXYURES SHALL 6E rOW,METAL HALtQE ~u~o cATAL~ ~Q. ~ ~aor•p. WITH iNET L©cATZC~N LABEL. Hosu~n~
1 li, ~tLt ~ BLCsp~ .fit . i~ e FI?tilstt ctllor, AND BALLAST FOR X20 V. AC. _ ~~a
a 2. Mold apre-c©nstruetion conference of loaet ono week prior to starting canstructlan and notify Ud FAi~RIC ~ tI~TN Wilms hgc8µ 8 G~fJT~I~D F't'~Tsl'i MAY ~ UFi~, m ~ the N.C. De t. of Environment and Natural Resources, Land Qualit Section of the date when ' + l
N P Y ~ ~ construction will begin. 9aliaat c (4pklonalj
o I ' L FIL'fEI4 IJ«F~ BFb4Lt. IN~~!£CTl~p ~Y T4~EY i~~l.4k.11' 4 +.w.+.~.
~ r onkr t e in c struction. InataN all neeessar alit fence aedlmont basin nd t~5lt~l.~ ~ ~!5 AC~NT Ii"~t~C?!AT!l11.1' AIR ~ ~ j 3. G ad~ng c ac or to b g on y s~ a Y t UMISTRUT Lamp~ol~r --kpnkor
be in ciearin construction area, 1QAI1+rPAI.L. ,aAAIA AT LkABT q,41L I~ORN~S i~ALGN1~ !RA 9 g AN1' fAlIR6 N~tzD~p MALL 1!~ h1AC>~' iN1M1~DIAT~I.Y. KWH MFtoR (~P~ Threadad NI IhCG4Rr)ANGE 8'XB"t'f~l'fEDtH4DA pfloi' A,2' (107 mm) MI b wlkH
~n r n in In il~ the term drama s, Install oil ini 9, p T~ FA1C G~~~ CGR @~ECOM{~ 1N~~GTtbl NRIOR TQ Tim IwNG Rough grade the construction o va o d beg eta g s g et ~ TIC Ekti~GtEI? uSASi.~ LI?~ ANi? TNi: IDAR'Nti~R ~T14J. I8 iJ~Ci~8baR1", THE pP WITH POWER GO.
~ protection and outlet protection as storm drainage Is being installed, If an area ie to be denuded ~ MALI ~ ~F,p ~•LY, RE4VIREMFNt'9 Lamp Slflrksd Hax
o s or more then tam orar seed mulch and tack should be rovided to enauro erosion will for 30 d y P Y ~ ~ P 9, 6~?pii"f~It iD~tWP61tb QNVULp ~ i~M4'v~p APR ~a~ bTp!®M ~>~t ~ bILT 6LrR~@ PMIF1„ NEMA9rt (Included) Head Cap _ \...._.._,9luminum 12EU2401/,1f~, 8W, t00A
be kept to a minimum, F!"NC!? „p ~ ~pt,AC.+=G?. T~ib~' MlJgit if"101~Ep UJ~I P~1'~GbITB N~ACM I AI°F'f~k. HALF TNT{ I~IGNT QR THI: i!AlQRtli~R AN1' $~plh'~TIT Pll~IT~ RAE=.i~iAIN1NG ~ 4 PALE MAIN GAZOUlT 9RFak6it AarylrC Lars • Shroud VRTH 44tb16F6WCH G!6'8
j 5. Ac an area is brought to 5nish grade, the curb and gutter is installed, and the stone base is tI~ bILT FEhtC~E lb ~Mpy~p ~{,qi,i„ ~ p~g~;p Td GC~h1PORM PV~L TO B& UL LAaELED AB ~ - Reflector SIDE VIEW SERFAGE 63i1iPMBNf
placed for the road, then seed, mulch, and took should be provided for ail denuded areas. T4 THE I:Xt18TING GR,gp~,1~P°AIR~p AI+aD i~p,
6. Leovg oil erosion control devices in lace untii ve station has been established aufflcisntl to bT~EEL p°dbt 4' h1NG a~"~lNG~ P 9 Y NOT&: r~Pl'EA ~ COi ' For aN MH, and 100W HP9 adth 308V
j withstand erosion or until stone base Is placed for the streets. QQ, ~iQT remove any erosion control or 240V, this dimeti$ion is 3.0" (75 mm~
devices until directed by th® project engineer, Uk71~tJ FIl.TbR l~At~iRIG T bTtiE~L P+QST ~~L FK?$T
BttI:~L t°Apb
MAINTENANCE PLAN: ~ ~ ~iL'~R pAi~tiC Pgl.fi~R irAi~IC ~R ~A~IC
1, All erasion and sediment control practices will be checked for stability and operation faNowln ~ 3(ry" g
ever runoff roducin rainfall, but in no case Isss than once ever week. An necessar re airs w)II 0 ~ ' I Y P g Y Y Y P ~ ANKi M A HaBG 1M~
be made immediately to maintain all practices as designed. Where construction causes major grade M
than s over a erlod of time diversion ditches wiii be located and maintained Ball as nocessar 9e P Y Y K li a!' X bA' [>fAA. t~OF'AERY~LD 6ROtNrD 1~ '
Burin the radin boss. ~ 9 9 9P ~ I ~ r
~ t + ~ 2. Sediment will be removed from behind the sediment fonts when it becomes about O.S deep at to 1
the fence. The sediment fence will be repaired as necessary to maintain o barrier, • ~ '
~ 1 ,41~iCd•iC3R ~IICIRT ANCNC9R 81CI14'i' i A+ ~ R 4n11~' ~ n~A17-1H-1
3. All seeded areas will be fertilized, reseeded as naceasar ,and mulched accordin to the + I ~ ~ . Y 9 N b MINM'~t ~J l.I~tl ~ b}UR1'iN43 ~ ~3UIR1"i1+~3 SK3RT, f`r ~ CJIa TO C{A.YEAT IIGHiB
instructions in the seeding specifications maintain a +~gorous, dense vegetative cover. Q '6 WA6HiQ r3td~ h1, ~a z~7a~ rtar ~ us~c
o ~ OY~R ~If~Np~ w 4. Outlet protection wiii be installed when outlets are installed. Filter fabric wiu be placed under the UI~Rf3R4UND >
z _u entire stone section and will be repaired or replaced if dtunaged during any phase of construction. t3Y AOWLR CpA~NANY

w~ ~ 0 5, Sediment will be removed from the basin when it reaches 1.0 below the emergency spillway. The
x ~ e filter stone is t© be cleaned ar replaced when the basin no longer drains properly, diversions will be
z r placed to direct os much surface water Into tits basin as possible. ,z
~ ~ NTT a 6. Gravel construction entrances will be cleaned or replaced when they no longer work properly, IT T ALE
m
7. Gravel inl®t protection wiii be installed as the c~ainoge is inat~led where needed, and wNl be o f .
is maintained during the entire grading phase o the propct. I¢
~ SEEDING SPECIFICATIONS;
f4
.1 SLOES 3,1 OR FLATTER ~ eeglr L ~ a~ tiw ~t 'ro s'te oNaaNau. r~alta~
1, ,Apply agricultural lime at the rate of 2 tons/acre. l TO ~ ~ pk84~t~1 DENTH OF TFk! TRA!® 100A
~ +e~vlr~rrT ~bAI.L ~ n~l~+cel'r~p ~ a euiT aa~a ~ A~ eucw PANEL.
2. A I 10-10-10 commercial fertilizer at the rats # i3f.10 !b . acrd ~ 'TwoaT iT u~u,I. NpT e'~vplG. ppy o a/ . Tip •11itJC1llMSE b~L41.1 ~ kiBPf?CT~f~ awTlEl! /aCbl bTpl~'1 ~1+~J4' AY TN! BREAKER
rnr,+wc+atlr ~araNwor~a ~arrr ae I~t;l a~ ~ ~w~~s ~ ae
3. Seed in accordance with the following schedule and appiicatlon rates; bK4~t. ~ ~ ~ ~ 6ucE1 ~ MAC t~T 110 VOLT
lHfa0610P1 RIND YIAt6R PGU.UTIGN AIi$ Mlhl~ll,`C~D. DATE TYPE PLANTING RATE tlt~P e~.L ~ else
Au 15 -Nov 1 TaN Fescue 300 Ibs/oc ~ g DRAliAt1lE :9a6W W16 ~N PleOPERI.Y 6Ta13ILI1~i7.
Nov 1 Mor 1~ Tail Fescue and 300 Ibs/ae ~,eILT ANC'~i eJeTA~,LATION eNA6L ti M a0001~?ANCR MN?H WTaM. a,rreNS~ISNn TO LIGHTS
Abruzzi Rye 2g Ibs/ac
Mar 1 - Apr 95 Talt Fescue 300 Ibs/oc y eTOh~ NORMALLY
A r 15 -Jul 3O Hulled Common Bremuda rasa 30 Ibs ac P 9 / CLO ED CIR S CULT
Jul 15 -Aug 15 Tpll Faseue and 300 Ibs/aa etLt
Browntop Millet or 15 Ibs/ac Sorghum Sudan Hybrids 30 Ibs/ac \ ~
PH TO CELL 0
# - e q A tlo q6 b°dno Heavily mulched during the January March perbd. a , i --i...
~ ~ ;c a NOTE. a
4, Mulch with straw a lied at the rat' of 1 tone ac. u a PP / LIGHTS Tq BE ON IN ti
e1LT 1~lC~ of SLOPES BETWEEN 3,1 AND 2;1 o, DAYLIGHT & OFF AT NIGHT ~
o ~ ~
1. Apply agricultural lime at the rate of 1 tons/sere, ~ WAS BTe~ S ;6 \ 0
Q . .0~ • Y AbPpN40 4p0p ~ 2. A I 10-10-10 commorc~ol fert~izor at the rate of D00 Ibs./acre, w V
W Pp Y z / \ ~ ~
~ N e In attar ante with th foil winf sch I and I Ion rat s' W ~ N 3 Se d d e o g edu a app loaf e, oa
~ INLT~R Aie1~C ewrrr
~ ~ DATE TYPE PLANTING RATE ~ rm OP' ~6 etONL ~ ~ ~ eTO~ac a~a COIL ~ ~ rac ,rr~ra ~
;i Mar 1 -June 1 Sericea Lespedeza 50 Ibs/ac , ~ ai~IN ~ z Mat 1 - A r 1~ Tall Fescue and 300 Ibs ac 3 -d + o
z ~ P / ~a e . a Abruzzi Rye YS Ibs/ac ~ bEGt10N A-a i ~ ~
m Mar 1 Apr 15 Tall Fescue 300 Ibs/ac
A r 15 - ul 30 Hulled Common Bremuda tees 30 Ibs ac ~ p J g / .
g Jui 15 -Aug 15 Tall Fescue and 300 Ibs/ac tiU~ ~
a Browntop Millet or •25 Ibs/ac
Sor hum Sudan H rids 30 Ibs ac g yb / ~v ~
. s Heavily mulched during the January -March petted. ~p
~ ~
4. Mulch with straw applied at the rate of 2 tons/ac. ~o
6 WASHED
STONE
SEED BED PREPARATION NOTES, F~
1, Surface water control measures to be installed oceording to plan. ~s Tj
N c A
1. Areas to be seeded shall be ripped and spread with avoiiable topsoil 3" deep, Total seed bed , ~ , ~ , . , . ~ . . . . . ' . r9
prepared depth shall be 4" to 6" ~ ~ ' ~ ~ ~ ~ ~ ~ ~ ~ ~ ' a . . ~ ~ ' ~ ' ~
5 PERVICDUS CONCRETE ~ ~ • ~ • ~ ~ • ~ ~ ~ . 3, Loose rocks, roots and other obstructions shah be removed from the surface so that they will ~ , e ~ ~ • ~ • , , ~ • ~ ~ . , ~ • , . ~ ~ ~ , , ' ~ • , , . tiT
net interfere with estob{ishment and maintenance of vegetation. ~ • ` • ~ ~ ~ ~ • ` • ~ • ~ • ~ ~ • ~ " ~ ~ ~ ~ • ~ CAR
i ~Q S!+
4. If NO soil test is taken, fertilizer and lime to be provided according to the seed~q tpeclficatione a ~ ~ , , m , ~ ~ o , ~ ~ , ~ p , ~ n , ~ Q , ~ D ~ ~ Q ~ O A a . ~ y •
above. 1n addition provide 650 Ibs oc of su er boa hate, 4 V~IASHED STONE ' + . ~ ~ . • . . • ~ • / P P P , ~ ` ~ SEAL +f « . v
.Id it ~ it ~,1 it ~1. ~.p. w i ~•p, i „ 0690 + •
5. if a soil t®st is taken, provide lime and fertilizer according to the sail teat report and submit FILTER FABRIC _ report to the design engineer. + ~ / • +a ~ O~+iN~IN~ ~4 0~*i
i...,.~.~ i i_.~..iii......,iT"i~.T,.,...Ti........iTi~.iii_..~.iTi_.,._.i"Ti._,._'Ti~i i i..,. III ~ F D
6. Lim® and fertilizer shall be applied uniformly and ml><ed with the sail dur~iq seed bed preparation, SUBGRADE ~l~ru?r?`r
GROUND COVER FOR SLOPES, F{LLS, AND OTHER GRADED AREAS d
9a
The angle for graded slopes and fills shall be no greater than the angle which can be retained by a
z vegetative cover or other adequate erosion control devices or structures, Also whenever a loud ? N disturbing activity Is undertaken an a track comprising more than ono acre, Ii morn than ono acre le
I ~ ~ ~ uncovered, a .round cover sufficient to rotain erosion must be ianted ar otherwise rauided within 9 P P 0
o ~ ~ thlrt (30 workin da on that ortion of the Crock u an which further active construction Is no r~
i Y ) g Ys P P t l.. ~ s being undertaken, provided khat this aectlon shall not apply ko cleared land forming the basin of the ~e
l ~ z ~ reservoir to be inundated. 0
4 ~
R Seeding should be done in accordance with the specifications for that season of the yea.
m
Additional erosion control m b easure5 may be required depending on the actual field condition=. 1-J' COURSE AGGRECA I£
0 a a
a TEMPORARY GRAVEL CONSTRUCTION SHEET
u. d N
ENTRANCE / EXIT DETAIL
(NOT TO SCALE)
i

i
i
R i , eves ons.
a~I~uAl..1~ n•z~ ~1~, vrs' raer a~urw~e Tar au F aMi' teaua~ iau4 ale
i _a 1'x4'~{Adaff'~Ait, m~ Narle4al. Ja16~T i'Y)' POiT F4AU~ T4 r'oerss w a,u.v. 8'x8' 1~OST s'1~' D6cxD4a -r~INT~u4
~7 i A 6'IRCL AMW.BE 99W n ~ b GOMPA~T~S~ GrI~V~L r$ uea (4! ~ ua. ~ 6'1881. AMGJ.BE 9944'X3141KI.1DYiT14J, NAIL URDTN (V4' P1AX,) CsAP i'xl~' 1lV3N1 U@@ (d! 1! LI6 iOLTi W/ s B8111ii63'N WLADYCi.
~ ~f~ U,WBiINRb AT EIA64 waNNeloe Ar IiAGN A4~ tttMl 4'x9 PBAIL
N I ~ ~ N A'fTT'I+.f L ~ a'r4" i111AIPdi p4Adt. ;I'r4' iYAINfi FMdt. ~ „
~i ~ ~ ~ 9'x9' PIt:iG~T ~ I I II
j w ~ ~ MAX, Z'~ """~..,..+.-~+..~r. ~ ~ m r ~ ~ ~ ' - - { _ '1'~ _ I I i I
~ Z ~ ~ U o •l~ (~,1~ Ua o ~ Q f Q C)o Q ~ ° 00 d~ r7a1,~w.•~Iw r'wt' IN~W"•4NfKi4N1N rv crrr+Rax? ~ G'LQ~ ~?ltl~! p4G$TS
Q Q a ~ al rlam~ my r a Y t . of rlam~ ~v ~ cause e1DVa ! ~ ecavDU~.
m . ~ 9'x4' tpERAI
j ~ oUr~PE RT?RN fly 9'><9 rlC,icir0, C6~!'!1'~T4R'S I ` 47117'~I):7E i1T14iiR D/4'.4$CdMNlt f0 ' I
~ raw ~1' X'f'ILIw ~141C, fNBTALL x ~ IN ACAS UJ~I~R~ DII~G1'$D P:AILQ YNPM 1? OrMY3N WOPO I i IG9.
i I I p d0 0 I i _ I T'rtd' 'AA1 MIA1. I ~ I I Q I ~ ~ i ~ ~ ~
I Y 11'1''8 ~(~S~NT,4TIYI1 " r~ i3 I „py uu wp as I I 1 1 I i ~ p 7'xi' GficgCA~N6~kMM 1Y,1,Kri0r~ ® ~ ~ - I tW IbA AN#7Ai. BNAhIC NAN.E f4111 I
~ ~ $4~CXlLD$R MIN. Gt'~•1PA~C'I`~1~ 3U~GI~f~ MIN. + ~aw,,u~wc ~ wut,e ?~,wts, 2 NAILA P4~ d016L 19~8'xl~' ~~~dr'I
I r;.Ar, oIR rota NonrttAa. dOMt, 4~ MAX. 4% MAX. +I ro NVNMr wr l1r,H r~oo tt u'av 1114"dD' !lBAM.7WU9G rN~alcl4 root uv ru ~l+' 6 "x8' Rfx1Gd~ 8A'~llN, Ti1lR~6p ' I
~d.Qf i~p'17~/ $LC~PE' ~ara,w 11Tfi1lL, srxu,e, uoa rA~ RGL» ~ wr waa~rv~ aa4a14na san 4 WAH461i11` SLAT, OR 8x8 NQMIAIAI. I I Y
!?l~~U 1~ SLt I~CG(*~D8 4r1, f16,1) . Jp1876, ruaA4 iA4A149Pt '
A. tJ1.DER 84~ALL H~ 8' U)IDT~I, i rNN rc" cvl+enoucr DUwic ANp A ewwl. Re ~ wuw a+E 8~3" ~»RAI1. P`$NGI+ $NAI.I. Blw wala~rur. aau «+aw w wsTAU.a ~rw 1'IRIAlUR! t~ArOD tO/rIDCIi'~+t ~ f
© 7WAt"19' T4 ~ 0~ i ai. ~ .+~w ~ww v~u. sm w~ ~ e~ G4NSTN~.IG'i1*D NO Gt, I NMN J4Tli' fNP I' I I I
11~~La 4AI.YANl78D AMTFR PADIRIG,ATIOl1 4. AI.L TR~bNRR 1~ Nik NGUrHETN YIlLI.t11U MWr ~ GRAD! OR RRTi1NN~ ~ I I M TYPICAL BOARDWALK DETA[L
MIN. t0 ~ , (NOT TO SCALE)
I I T R A N B
NoT i NOT TO SCALE
BOARDWALK FRAMING DETAIL
NOT TO SCALE (NOT TO SCALE) TQ Metr 1~l.UibJ AMp LIevEL
~
w --.use i• ~wa+ w a/~. uomr - Au wwN w~ rrouN ~ 1
FOA F"DIALYC P[A rIRE !M+"N • ~ ,
6Xb%!' PNk~SIWE MPK 8'16M A8t1fh~J1'
~ '!f1'kA+(t " PYI i0141~ E ASPHALT 5~E1 RAMP S1APE , DFARE&3 CURB Tt, 5L£E,~E ~ k TOP Of q,&ewF 1 TO L>N'TA11.1~M~HOIttTGNrAL. I~MNIPOR RAIL 1 RlCaK61' e p
60 w uEEr RAUP suRF'ACe > ' cc}Nerr~uGltca~+t
a ~/a• PER guar ~ sxa tpcaor
~
L 1 I Z N u IMA IYOOI 9 AElWF6At.T twat. wr ~ttav~t. /
W N '.I•. ' .i ~ f % • % t •Ij.~ .•.11~. rnnnKn+l rn wnrwN ~ ¢ l~TM. SBA f' ~ I E1Q &EE SRE I1AN
~ I r~~ ~ EAN'RI, ~ 11~y ~ ~i . r 1 v bvr[ P1,W o , a o a .
2 H 10LT AMOLE NMAI SUBG6YlE' ~ j ~ 'j. , ' c-N• ca+>.NNN~N pANGOE r-o/ ro q~~p NpTH y ~ '~4• liA ~ ~ ' 1~J1'NAQ, TGP aP , • . • • ~ I
7 54 NG 3 19i1.GU1 TRAIT, , , , •
a Da 7ft a" Gt Q'x8 afi / WW. iS'Rl NOD } AN0.E m ~ fOORID 7E NOD ~ , :y, ,
~ Q ~ 20" BACK OF' 'f~, o xou PR ~ . rPtAll ~tgafAClfl r47r fJP
~ ~ I~IE}fAl. % SCI • % D S ' ? •At9l1R'~fT AND' t'. i ~t7.ARf~UJdlk /q.AiJfk4Q~ r0
a ~ u ~ ' 1dIL~I~.,PkT9lI. AfN I LR-.'~`^.:-D 3fCT1(~N ~ ~ -6 4 ~ . ~ , ~ •hiNid'P pa191~ 4 L8~4J.
~ .w ADBths~1T-4~AIR! W V .
t ~ w • ~ ' • ~ ~ ' ~ ~y 1, ALL IIEfAL 001WpI1CDNf ANE TO DE iANNfQIRO, 9NDiYR R100lM AM MOFG/PfA ft4lMINIEEA • , ' .1', OOIM°OIYDAf INNIT IMIf A SrWDTk i"M75MN0, OAL4iMNEltD 81RK+E. RL`DAIi fli' LEAiGtH 1108 , • ~ ~ .
' ~,'.~",}I~',', • , ' , `i~r-•i~ S, VJGtA AIR ANQR! IA011 16 I~ R,tili, 1pIDQiD Ai CiNT61 vP AOiJAAfl. bA6R CJ' LF?YaTi1 ~ GOURiE. POIR Rp'fAr~19J3 CgAi688~. ~ '
.i (,Q ' , . ~ Qf CI.NW t, MOLES ION ?AOLOC% INpN LIIE UI NYRN D6E..IAIIO R NSEi&ED INTO SIFN,R . ~ I f. ALL W40D AM1U. NE NRAIED MIOI RNOMRFD L'OPP Mts6llAlt. !iT •
b '.#.•.;~'.•;;.~'••.~1'.';•;.;,',~,~;'~~',•'•'. NEtSNAOM a a+O+es/c,?. rOaD swl. N[ eArD AfTfk TRPITNFfR. i ~ t ;y;;y, , INLOPE A 12.1 N suuaE wru DE YYSGWfA war 911T tOiM as OM NNIE iOWepOS ENIIWK[ / IgAO,
iSIAPE 'C' 1/2'/FT
110M0.JNE 6'-0" 4'-Q' G'-0' UP NOT TO SCALE
N~ ~ 4
FACE Oi CURB
ALL ~AfLfNC fs To o~ I, ~N I D. NOT TO SCALE SCALE ~
SCHEDULE 40 BLACK oXfDE STEEL PIPE, lT SHALL BE PRIMED ACCORDING Tp 9'x4' 1!TJ! 6lJARDRAIL w/ LDci![ yr.,o„F ,
AIFG k'ECOA9MENDA TlONS AND TCi U4' I~ r rnw r r ro ro cr
EOP CL 0~ TRA1l, EOP ALU~dlNU~! PAfNTED, ~ N V~ ~ (NOTT030ALE~ EOP ~ 3'x1' t'T,~+. PICA' ui! 3/a' C~ ~4 r v ~
LA E rwc wta~a ua( OAl t~TERIC~ SIpE f~ l~A1~tUALk
2/
NO?E~ r4rnNe nwn~*a r rw oouw, ~ ~
1 1 2 D, RAILING FILL WI TN EMBECD T AI S RJR 0 RAl1.iNCs DE'I' 1. PIQIQ q
N NON-SHR/NK GRDUfT ,4TT 4't10N °o AC~'1pJT ~
3 GAL V. PIPE _ ~BgS, 636, DR
NIPPLE 72 LDNG APPROVED EQUAL BOARDWALK GUARDRAIL DETAIL
(NDT TO k) c NOT TO SCALE
Q ~ ~ AP (NOT TO SCALE) r~ V
n N N N N ~ N N N Ey t'
w z zN ~ ~ 1Q
as -'u wu ~
~i ~ aa%n 3~ G,h A B C D E F G H 1 J K L l r'ui' Ia0$T ~
U~ ' z~ ~ 1>!' 2 1/d' 6' d'-10' 9'^4' 3'-T 4'-2' 1'-0' 1'-6' 3'-9' 6' S'-8' 2'-7' 1'-0' S'-2' ~ ~ ~
~'z I z Mp4ldi~i 18' 2 1/2' 8' 6' S'S' 10'-5' 3'-11' A'-11' 1'-D' 1'-6' 4'-B` 6' 6'-3' 2'-11' 1'-0' 5'-6' 2a' 3' 9' 6` 6'^4' 12'-A' A''6' 6'-3' 1'-0' 1'-6' S'-9' 6' 7'-5' 3'-6' i'-0' 6'-i' ~ ~
~ . a , WALL TYPE VARIES w ~ ' 30' 3 112' B' 6' T-3' 14'-3' 5'-]' T-T 1'-0' N-6' T-1' 6' 6'-T 4'-1' l'-0' 6'-8'
m~ NOT TO SCALE ~ '1v ' ~ r • ~ 36' 4' 8' 6' T-5' 15'-1' S'-B' T-1D' i'-6' 2'-0' 7'-A' 6' 9'-4' 4'-8' 1'-6' T-3' ~ 41 r,
NDTE• WALL MAY 8E DRILLED + ~ ~ CCJNC, A2' A 1! ' 8' 6' 8'-4' 1T-0' 6'-3' 9'-2' 2'-0' 8'-8' 6' !0'-6' '-3' 1'-6' 7'-10' ~ v t' ~ / 2 1'^6 5 T~`
LIGN1` FfXTURES Ir IN LIEU DF SETTING a ' ' • 4' 48' 6' B' 6' 9'-A' IB'-11' 6'-10' 10'-6' 1'-6' 2°-D' 10'-0' 6' 11'-7' S'-!0' 1'-6' 8'-5' v1 ~ V I t ~ '~f 34` g 1/Z' 8' 6' 10'^Z' l9'-9' 7'-5' 10'-9' Y-6' 2'-0' 10'-3' B' l1'-10' 6'-5' 2'-0 9'-0' i
. _ . . _ Q i+i 6(1 g 12 6 l0 -!0 22 5 8 -0' 12' 1 2'-0' 2'-6 it 7 8 14 -0' T-0 2'-D' 10' 4 iy Q
SLEEVE-SAME CAULKING REQUIRED. `D P 1.1 R~ 66' 6 l/2' 12' 8' 11'-9' 24'-4" 8'-T t3'-5' 2'-0' 2'-6' 12'-11' S' 15'-2' 7'-T 2'-0' l0'-11` ~
~ a~ +i1(iRAV6L bArbR 72' T 12' e' 12'-5' 25'-1' 9'-c' 13'-T 2'-0' 2'-6' 13'-1' e' 15'-3' 6'-2' 2'-6' 11'-6' ~ ~'1 8 OC
F H N I 76' 7 V2' !Z' i}' 13'-d' 2T-0' 9'^9' 1A'^!1' 2'-0' 2'-6' !4'-S' 8' 16'-5' 8'-9' 2'-6' 12'-1' q
64' B' 12' B' l3'-11' 2T-9' 10'-4' 15'-1' 2'-D' 2'-6' lA'-T 8' 16'-T 9'-A' 3'-0' 12'-6'
(NOT TO SCALE) 90' B i/2' 12' 8' !4'-10' 29'-9' 10'-11' 16'-fi' 2'-0' 2'-6' 16'-0' 8` 1T-10' 9'-11' 3'-0' 13'-3' 96' 9' 12' 10' 15'-10' 3D'-6' 11'-6' 16'-8' 2'-0' 2'-6' 16'-2' 12' 17'-11' 10'-5' 3'-6' 13'-]0'
12' r 102' 9 1/2' 1A' 10' 16'-11' 32'-10' 12'-1' 18'-0' 2'-0' 2'-6' 1T-6' 12' 19'-4' 11'-1' 3'-6' 14'-JO'
1 q' + MIM. BOARDWALK FOOTING DETAIL 108' 10' lA' 10' 17-'6' 33'-B' 12'-8' 18'-3' 2'-0' 2'-6' 17'-9' 12' !9'-7' 11'-8' 4'-0' 1S'-5'
R 114' lA 1/2' 16' 10' 16'-5' 35'-f0' 13'-3' k9'-T 2'-0' 2'-6' 19'-1' 12' 21'-0' 12'-3' A'-0' 16'-3'
~ ~ I A (NOT TO $ "~I'~~ 120' 11' 16` 10' 19'^5' 3T^IO' 13'^IO' 20'-11' 2'-D' c"-6` 20'-fl' 12' 22'-2' 12'-1D' 4'-0` 16'-11' A
~ 14 ~ ~ A ~ I A
~~gN9q~yr
I I I ~ I ~ ~ W IaMI N - ~ TCNPERATURC RC-NARi N - P A ~ a ~ ~#~.~1~ ~ A 0 ~ 8AC1( FACC FAONi iACE tt ~ ~ w * Q-
M+~ ~ ~ ~ NACK FACC FROM DACE y DUU9LE-PIPE r • F ~ true' ^ u„ H ADWAi l ~u S~-..+
f a. I Q W waLL REINFORCENENT ,t.aD uur i" ~ m "w ~ r RCINFORCENENT r"cc a vwu w ~ ~ SEAL •
~ I ~ s' ~a' e. pl O. Y,~1, ~ FN$t. vEaT. Cplt'RESSION srEU u ~ A B C L u ~ * • 02690 ~ i e' ON 1t' VALE 15' A3 2 12' O.C. 43 a !2' O.C. ab " w-I' v>Kt 1.61 13'-0' T-3' B'-9' 2.24 • ~
I I sn eAMUN ~ ~ ~ ~ w 1.96 + I ~
0 3 1B 9'-4' 14 4 T-10' 9'-S' 2,70 I GIN~~'1•• 3' _ _ * Q•'~ • 0i 13' ~4' 2,61 10' 10' 16'-10' 9' 0' 10'-T 3.64 fj,'4~~••••4M•~,~5
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MAY 2 Q 2004
i~ee~~lz .II~'e ~x~~,~~~,~r`
g ~ O,,(fsce vf~he ~'rt~v~a?~r~eer
~ 181Sovrf Stet G~rsloJrrrx Nprth Carolina 28053
~ (LNION
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GRADING & SITE NOTES: CONSTR I UCT ON SEQUENCE.
1, THE UTILITIES AND fiHE LOCATIONS THEREOF, SHOWN ON 1, INSTALL SILT FENCE, INLET PROTECTION, SEDIMENT
THE PLANS, REPRESENT THE DESIGNERS UN4ERSTANDING TRAPS, DIVERSION DITCHES, TREE PROTECTION, ANb
OF EXISTING UTILITIES IN THE CONSTRUCTION AREA. THE OTHER MEASURES A5 SHOWN ON PLANS, CLEARING
CONTRACTOR SHALL VERIFY THE LOCATION, DEPTH AND ONLY AS NECESSARY TO INSTALL THESE DEVICES.
EXISTENCE OF ALL UTILITIES ELECTRICAL MECHANICAL (
WATER, TELEPHONE,6AS,ETC,) WITHIN THE CONSTRUCTION 2, MAINTAIN EROSION CONTROL DfVTCES AS NfEDfp
' AREA WITH THE OWNER AND/OR THE APPROPRIATE THROUGHOUT ALL PHASES CONSTRUCTIt~) UNTIL SITE
UTTI.ITY COMPANY PRIOR TO BEGINNING ANY EXCAVATION. IS STABILIZED.
i TH€ OMISSION OF OR THE INCLUSION OF UTILITY
LOCATIONS ON PLANS TS NOT TO BE CONSIDERED AS THE STABILIZE SITE A5 AREAS ARE BROU&HT TO FINISH 3. NONEXISTENCE OF, OR A DEFINITE LOCATION OF EXISTING GRADE.
UNDERGROUND UTILITIES. ANY DAMAGE TO EXISTING
UTILITIES SHALL BE REPAIREp AT THE CONTRACTOR'S 4, ALL EROSION CONTROL MEASURE5 SMALL BE
EXPENSE, CONTACT U-LOCO (PH, BQQ-b32.4949~ CONSTRUCI"f0 IN ACCORDANCE WITH THE N.C. EROSION
ANO SEDIMENT CONTROL PLANNING AND DESIGN
2, EXISTING UTILITY LOCATIONS, EXTSTTNd TREE LOCATIONS, MANUAL, U.S. DEPARTMENT OF AGRICULTURE, AND U.S.
AND TOP06RAPHIC INFORMATION BASED ON SURVEY PREPARED SOIL CONSERVATION SERVICE.
BY CITY OF 6ASTONIA. BOUNDARY INFORMATION BASED ON
04 ~ SURVEY PREPARED 8Y T'I~ CITY OF 6ASTONIA. 5, THE CONTRACTOR SHALL DILIGENTLY AND
CONTINUOUSLY MAINTAIN ALL EROSION CONTROL ' APPROVAL OF PLANS DOES NOT AUTHORIZE fiRADIN6 OR DEVICES AND STRUCTURES TO MINIMIZE EROSION. THE
~w ANY OTHER DISTURBANCE TO ADJACENT PROPERTIES. CONTRACTOR SHALL MAINTAIN CLOSE CONTACT WITH
WHEN FI~.D CONDITIONS WARRANTOFF-SITE GRADING OR THE CITY' S INSPECTOR SO THAT PERIODIC INSPECTIONS
J~ U~ Q DISTURBANCE, CONTRACTOR MUST HAVE 1~2ITTEN CAN BE PEI~ORMED AT APPROPRIATE STAGES OF
: P~iMISSION FROM OWNER 5 BEFORE PROCEEDII~. CONSTRUCTION. ~ ( )
u ~ $ L,
ALL CONSTRUC'I~ON A'~Dt~P:STRUC'RON MA t~, '1'ERIAI,S
STfV£NS Q Q ~ EROSION CONTROL SEQUENCE: SHALL CONFORM TO STAT'EA..~. r,OCAL CODES.
z a
i S~Fer . CONTRACTOR TpaSURMIT ALL SITE CON 1, INSTALL TEMPORARY CONSTRUCTION ENTAANfX. STRUCTION SHOP DRAWINGS TO CITY M20JECT ENGINEER FOR APPROVAL.
~ ~ z ANY SUBSTITUTIONS OR REVISIONS TO MA RT Z. ursTALL SAT FENCING, 5TORM INLET SEDIMENT TRAPS AND TE ALS ~
CONSTRUCRON SHALL BE APPROVED QY CITY PRO ~ OT'F~R NECESSARY EROSION CONTROL DEVICES. JECT
ENGINEER PRIOR TO CONSTRUCTION,
3, MAINTAIN ALL EROSION CONTROL DEVICES AFTER EACH
~ c ~ STeVENS STIREET 5SE`~~ Q STORM EVENT. 6, GD~JI'RACTOR SHALL REFER TO STAIa1JC PLANS FOR 1HE
LOCATION AND DIMENSIONS OF PROJECT,
J/~ ~ f <'~U . 4, SEED AND MULCH ALL DISTURDED AREAS A5 PER
CONTRACTOR TO PROVIDE ALL EROSION CON'1ROL SEEDINfi SPECIFICATIONS. 7.
MEASURES AS REQUIRED BY STATE AND LOCAI. AUTHORITIES.
2
~ n ALL LANDSCAPE AREAS DIS i ~JRBED DURING S.
Nf CONSTRUCTION SHALL BE RESTOi~O TO THEIR ORIGINAL
CONDITION AT THE CONTRACTOR'S EXPENSE.
10p YR. FI.~OD ~ ' p-_____-_.._ I
GRADING MORE THAN ONE ACR E WITH OUT AN APPROVED
EROSION CONTROL PLAN IS A VIOLATION OF SEDIMENT
PC?4LUTION CONTROL ACT AND MAY BE SUBJECT TO A FINE,
~ ADDITIONAL MEASURES TO CONTROL EROSION ANO
DIME~IT MAY BE IRRED By LEG~+NI1 SE REQ THE CIIY 5 PROJECT
100 YR. F100D ENGINEER ANp/OR NCDENR.
q q © q q q q i~M llA7~7 NU1V~ III N{
91, ALL GRADED SLOPES MUST BE SEEDED ANp MULCHEp r"" ~T
I WITHIN 30 DAYS OF COMPLETED GRADING. ALL CAVIE~A~'
REMAINING DISTURBED AREAS ARE TO BF RESEEDED Eta' G~ f'AI~EAIpVT
WITHIN 60 DAYS . c~?+t~ t~' C~~
- g-- u- sf fXlS SL'MfR UNf
12, SUES SHALL BE GRADED NO GREATER THAN rl,
ALL CONSTRUC'1~ON TO COMP r~ ~ ~N 13, LY wzTH cnv of 6ASTOI~CU
SPECIFICATIONS AND DETAILS • JUNE S, 2001 WITH LB61TS A~' R~S'1LRBANGT'
REEK P REVISIONS OR CURRENT EDITION.
CATA~A ~ Gp~(P~
14, ALL 5TOCKPTLE AREAS TO BE OUTSIDE l00-YR FLOOD PLAIN,
15. TOTAL AREA BEI'N6 DISTURBED=1.72 ACRES (74849.29 S.F.).
Cq TA
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CLEARING NOTES:
, CLEAR AND GRUB TO 10' EITHER SIDE OF TRAIL
. . CENTERLINE. REMOVE 6ROUNpCOVER, SHRUBS ANp ,,~~l~I~/~t,_
TREES INCLUDING MAJOR ROOT SYSTEMS. +++v fC Ao
I
1 2, SELECTIVE CLEARING SHALL OCCUR WITHIN THE LIMITS OF 1 04 NOT TO SCALE *
I CONSTRUCTION AS FOLLOWS: CUT TO GROUND ALL TREES SEAL
4" CAL OR LESS ANb 3NRU95 GREATER THAN 24" IN 026909 • . ~
HEIGHT, SELECTIVE CLEARING SHALL OCCUR UP TO , F ~ o ;~1N~ o
LIMITS OF CONSTRUCTION OR TOP OF STREAM BANK, y
it WHICH EVER IS CLOSER OF TRAIL, pig o q~ TO EDGE ~~~~11111~~
I ( !
~ ~

~F~L.~c Revisions: NCYTES;
~ i. '~II.T~R I~AiIG i~ l.L A Mi~l#"~"'i C~ ~i tU119Tkt AMC'P
a ~ eb1Al.L hi,AlYl a MtNIf~M c~ 6 LINE LVii U11TFt 11' eTAr 6fmAC1NQ~, 1, ALL ELECTRICAL MATEttIALS, IAiS7ALLATl4N AND E(~UXPMEN7 M~+ntirkg
Uk7v~d RIL.TiwR isA~IC ltfli~A UJL~I~S $ILt P~NCi; iS Td '1AM FOR A ~}RiCaQ G'~ MC?>~ Ti~+l AAY'~. SHALL BE IN ACCORDANCE WITi~I 2002 NATIQPJA ~ Hole L{na L ELECTRICAL CODE WITH Y Y N.C. REVISIONS, 10 (354 mm}L x 8 (153 mm~W
~ ~ ~ 6t>w~L I~C36?t~ S~,ALL 8~ 5'-~" IN ~ AEG? S~ ~ TIDE ~ I CONSTRUCTION SE(3UENCE: 3earing Flxiure
1,.~ ~ ~ 6~l.is-k~A61C~N~R 1.~ 9't"lr~l. T1'f°~. 2 COtJ0UI7 SHALL BE HEAVY WALL RIND 6~1k.VAN1IZE©5TEL~L, Gasket ~ ~ Mauntu? oar
~ ~ 1. Obtain Ian a rovol and radin armit form the N.C. De t, of Environment and Natural 4. kUABI B?tC~llz St~IALI ~ 1J61wq TG Pl~"i' ~itIIR'i' tlN SILT F x ~ P PP 9 g R R T TP A GWAi~+JEi, GtK f1R i°1Qi~, 0.25" (®nany 8
~ Resources, Land 4uality Section, IS IJr~~p AIIpJAC.f"t~l , 3. CULVERT LIGHT FIXYURES SHALL 6E rOW,METAL HALtQE ~u~o cATAL~ ~Q. ~ ~aor•p. WITH iNET L©cATZC~N LABEL. Hosu~n~
1 li, ~tLt ~ BLCsp~ .fit . i~ e FI?tilstt ctllor, AND BALLAST FOR X20 V. AC. _ ~~a
a 2. Mold apre-c©nstruetion conference of loaet ono week prior to starting canstructlan and notify Ud FAi~RIC ~ tI~TN Wilms hgc8µ 8 G~fJT~I~D F't'~Tsl'i MAY ~ UFi~, m ~ the N.C. De t. of Environment and Natural Resources, Land Qualit Section of the date when ' + l
N P Y ~ ~ construction will begin. 9aliaat c (4pklonalj
o I ' L FIL'fEI4 IJ«F~ BFb4Lt. IN~~!£CTl~p ~Y T4~EY i~~l.4k.11' 4 +.w.+.~.
~ r onkr t e in c struction. InataN all neeessar alit fence aedlmont basin nd t~5lt~l.~ ~ ~!5 AC~NT Ii"~t~C?!AT!l11.1' AIR ~ ~ j 3. G ad~ng c ac or to b g on y s~ a Y t UMISTRUT Lamp~ol~r --kpnkor
be in ciearin construction area, 1QAI1+rPAI.L. ,aAAIA AT LkABT q,41L I~ORN~S i~ALGN1~ !RA 9 g AN1' fAlIR6 N~tzD~p MALL 1!~ h1AC>~' iN1M1~DIAT~I.Y. KWH MFtoR (~P~ Threadad NI IhCG4Rr)ANGE 8'XB"t'f~l'fEDtH4DA pfloi' A,2' (107 mm) MI b wlkH
~n r n in In il~ the term drama s, Install oil ini 9, p T~ FA1C G~~~ CGR @~ECOM{~ 1N~~GTtbl NRIOR TQ Tim IwNG Rough grade the construction o va o d beg eta g s g et ~ TIC Ekti~GtEI? uSASi.~ LI?~ ANi? TNi: IDAR'Nti~R ~T14J. I8 iJ~Ci~8baR1", THE pP WITH POWER GO.
~ protection and outlet protection as storm drainage Is being installed, If an area ie to be denuded ~ MALI ~ ~F,p ~•LY, RE4VIREMFNt'9 Lamp Slflrksd Hax
o s or more then tam orar seed mulch and tack should be rovided to enauro erosion will for 30 d y P Y ~ ~ P 9, 6~?pii"f~It iD~tWP61tb QNVULp ~ i~M4'v~p APR ~a~ bTp!®M ~>~t ~ bILT 6LrR~@ PMIF1„ NEMA9rt (Included) Head Cap _ \...._.._,9luminum 12EU2401/,1f~, 8W, t00A
be kept to a minimum, F!"NC!? „p ~ ~pt,AC.+=G?. T~ib~' MlJgit if"101~Ep UJ~I P~1'~GbITB N~ACM I AI°F'f~k. HALF TNT{ I~IGNT QR THI: i!AlQRtli~R AN1' $~plh'~TIT Pll~IT~ RAE=.i~iAIN1NG ~ 4 PALE MAIN GAZOUlT 9RFak6it AarylrC Lars • Shroud VRTH 44tb16F6WCH G!6'8
j 5. Ac an area is brought to 5nish grade, the curb and gutter is installed, and the stone base is tI~ bILT FEhtC~E lb ~Mpy~p ~{,qi,i„ ~ p~g~;p Td GC~h1PORM PV~L TO B& UL LAaELED AB ~ - Reflector SIDE VIEW SERFAGE 63i1iPMBNf
placed for the road, then seed, mulch, and took should be provided for ail denuded areas. T4 THE I:Xt18TING GR,gp~,1~P°AIR~p AI+aD i~p,
6. Leovg oil erosion control devices in lace untii ve station has been established aufflcisntl to bT~EEL p°dbt 4' h1NG a~"~lNG~ P 9 Y NOT&: r~Pl'EA ~ COi ' For aN MH, and 100W HP9 adth 308V
j withstand erosion or until stone base Is placed for the streets. QQ, ~iQT remove any erosion control or 240V, this dimeti$ion is 3.0" (75 mm~
devices until directed by th® project engineer, Uk71~tJ FIl.TbR l~At~iRIG T bTtiE~L P+QST ~~L FK?$T
BttI:~L t°Apb
MAINTENANCE PLAN: ~ ~ ~iL'~R pAi~tiC Pgl.fi~R irAi~IC ~R ~A~IC
1, All erasion and sediment control practices will be checked for stability and operation faNowln ~ 3(ry" g
ever runoff roducin rainfall, but in no case Isss than once ever week. An necessar re airs w)II 0 ~ ' I Y P g Y Y Y P ~ ANKi M A HaBG 1M~
be made immediately to maintain all practices as designed. Where construction causes major grade M
than s over a erlod of time diversion ditches wiii be located and maintained Ball as nocessar 9e P Y Y K li a!' X bA' [>fAA. t~OF'AERY~LD 6ROtNrD 1~ '
Burin the radin boss. ~ 9 9 9P ~ I ~ r
~ t + ~ 2. Sediment will be removed from behind the sediment fonts when it becomes about O.S deep at to 1
the fence. The sediment fence will be repaired as necessary to maintain o barrier, • ~ '
~ 1 ,41~iCd•iC3R ~IICIRT ANCNC9R 81CI14'i' i A+ ~ R 4n11~' ~ n~A17-1H-1
3. All seeded areas will be fertilized, reseeded as naceasar ,and mulched accordin to the + I ~ ~ . Y 9 N b MINM'~t ~J l.I~tl ~ b}UR1'iN43 ~ ~3UIR1"i1+~3 SK3RT, f`r ~ CJIa TO C{A.YEAT IIGHiB
instructions in the seeding specifications maintain a +~gorous, dense vegetative cover. Q '6 WA6HiQ r3td~ h1, ~a z~7a~ rtar ~ us~c
o ~ OY~R ~If~Np~ w 4. Outlet protection wiii be installed when outlets are installed. Filter fabric wiu be placed under the UI~Rf3R4UND >
z _u entire stone section and will be repaired or replaced if dtunaged during any phase of construction. t3Y AOWLR CpA~NANY

w~ ~ 0 5, Sediment will be removed from the basin when it reaches 1.0 below the emergency spillway. The
x ~ e filter stone is t© be cleaned ar replaced when the basin no longer drains properly, diversions will be
z r placed to direct os much surface water Into tits basin as possible. ,z
~ ~ NTT a 6. Gravel construction entrances will be cleaned or replaced when they no longer work properly, IT T ALE
m
7. Gravel inl®t protection wiii be installed as the c~ainoge is inat~led where needed, and wNl be o f .
is maintained during the entire grading phase o the propct. I¢
~ SEEDING SPECIFICATIONS;
f4
.1 SLOES 3,1 OR FLATTER ~ eeglr L ~ a~ tiw ~t 'ro s'te oNaaNau. r~alta~
1, ,Apply agricultural lime at the rate of 2 tons/acre. l TO ~ ~ pk84~t~1 DENTH OF TFk! TRA!® 100A
~ +e~vlr~rrT ~bAI.L ~ n~l~+cel'r~p ~ a euiT aa~a ~ A~ eucw PANEL.
2. A I 10-10-10 commercial fertilizer at the rats # i3f.10 !b . acrd ~ 'TwoaT iT u~u,I. NpT e'~vplG. ppy o a/ . Tip •11itJC1llMSE b~L41.1 ~ kiBPf?CT~f~ awTlEl! /aCbl bTpl~'1 ~1+~J4' AY TN! BREAKER
rnr,+wc+atlr ~araNwor~a ~arrr ae I~t;l a~ ~ ~w~~s ~ ae
3. Seed in accordance with the following schedule and appiicatlon rates; bK4~t. ~ ~ ~ ~ 6ucE1 ~ MAC t~T 110 VOLT
lHfa0610P1 RIND YIAt6R PGU.UTIGN AIi$ Mlhl~ll,`C~D. DATE TYPE PLANTING RATE tlt~P e~.L ~ else
Au 15 -Nov 1 TaN Fescue 300 Ibs/oc ~ g DRAliAt1lE :9a6W W16 ~N PleOPERI.Y 6Ta13ILI1~i7.
Nov 1 Mor 1~ Tail Fescue and 300 Ibs/ae ~,eILT ANC'~i eJeTA~,LATION eNA6L ti M a0001~?ANCR MN?H WTaM. a,rreNS~ISNn TO LIGHTS
Abruzzi Rye 2g Ibs/ac
Mar 1 - Apr 95 Talt Fescue 300 Ibs/oc y eTOh~ NORMALLY
A r 15 -Jul 3O Hulled Common Bremuda rasa 30 Ibs ac P 9 / CLO ED CIR S CULT
Jul 15 -Aug 15 Tpll Faseue and 300 Ibs/aa etLt
Browntop Millet or 15 Ibs/ac Sorghum Sudan Hybrids 30 Ibs/ac \ ~
PH TO CELL 0
# - e q A tlo q6 b°dno Heavily mulched during the January March perbd. a , i --i...
~ ~ ;c a NOTE. a
4, Mulch with straw a lied at the rat' of 1 tone ac. u a PP / LIGHTS Tq BE ON IN ti
e1LT 1~lC~ of SLOPES BETWEEN 3,1 AND 2;1 o, DAYLIGHT & OFF AT NIGHT ~
o ~ ~
1. Apply agricultural lime at the rate of 1 tons/sere, ~ WAS BTe~ S ;6 \ 0
Q . .0~ • Y AbPpN40 4p0p ~ 2. A I 10-10-10 commorc~ol fert~izor at the rate of D00 Ibs./acre, w V
W Pp Y z / \ ~ ~
~ N e In attar ante with th foil winf sch I and I Ion rat s' W ~ N 3 Se d d e o g edu a app loaf e, oa
~ INLT~R Aie1~C ewrrr
~ ~ DATE TYPE PLANTING RATE ~ rm OP' ~6 etONL ~ ~ ~ eTO~ac a~a COIL ~ ~ rac ,rr~ra ~
;i Mar 1 -June 1 Sericea Lespedeza 50 Ibs/ac , ~ ai~IN ~ z Mat 1 - A r 1~ Tall Fescue and 300 Ibs ac 3 -d + o
z ~ P / ~a e . a Abruzzi Rye YS Ibs/ac ~ bEGt10N A-a i ~ ~
m Mar 1 Apr 15 Tall Fescue 300 Ibs/ac
A r 15 - ul 30 Hulled Common Bremuda tees 30 Ibs ac ~ p J g / .
g Jui 15 -Aug 15 Tall Fescue and 300 Ibs/ac tiU~ ~
a Browntop Millet or •25 Ibs/ac
Sor hum Sudan H rids 30 Ibs ac g yb / ~v ~
. s Heavily mulched during the January -March petted. ~p
~ ~
4. Mulch with straw applied at the rate of 2 tons/ac. ~o
6 WASHED
STONE
SEED BED PREPARATION NOTES, F~
1, Surface water control measures to be installed oceording to plan. ~s Tj
N c A
1. Areas to be seeded shall be ripped and spread with avoiiable topsoil 3" deep, Total seed bed , ~ , ~ , . , . ~ . . . . . ' . r9
prepared depth shall be 4" to 6" ~ ~ ' ~ ~ ~ ~ ~ ~ ~ ~ ~ ' a . . ~ ~ ' ~ ' ~
5 PERVICDUS CONCRETE ~ ~ • ~ • ~ ~ • ~ ~ ~ . 3, Loose rocks, roots and other obstructions shah be removed from the surface so that they will ~ , e ~ ~ • ~ • , , ~ • ~ ~ . , ~ • , . ~ ~ ~ , , ' ~ • , , . tiT
net interfere with estob{ishment and maintenance of vegetation. ~ • ` • ~ ~ ~ ~ • ` • ~ • ~ • ~ ~ • ~ " ~ ~ ~ ~ • ~ CAR
i ~Q S!+
4. If NO soil test is taken, fertilizer and lime to be provided according to the seed~q tpeclficatione a ~ ~ , , m , ~ ~ o , ~ ~ , ~ p , ~ n , ~ Q , ~ D ~ ~ Q ~ O A a . ~ y •
above. 1n addition provide 650 Ibs oc of su er boa hate, 4 V~IASHED STONE ' + . ~ ~ . • . . • ~ • / P P P , ~ ` ~ SEAL +f « . v
.Id it ~ it ~,1 it ~1. ~.p. w i ~•p, i „ 0690 + •
5. if a soil t®st is taken, provide lime and fertilizer according to the sail teat report and submit FILTER FABRIC _ report to the design engineer. + ~ / • +a ~ O~+iN~IN~ ~4 0~*i
i...,.~.~ i i_.~..iii......,iT"i~.T,.,...Ti........iTi~.iii_..~.iTi_.,._.i"Ti._,._'Ti~i i i..,. III ~ F D
6. Lim® and fertilizer shall be applied uniformly and ml><ed with the sail dur~iq seed bed preparation, SUBGRADE ~l~ru?r?`r
GROUND COVER FOR SLOPES, F{LLS, AND OTHER GRADED AREAS d
9a
The angle for graded slopes and fills shall be no greater than the angle which can be retained by a
z vegetative cover or other adequate erosion control devices or structures, Also whenever a loud ? N disturbing activity Is undertaken an a track comprising more than ono acre, Ii morn than ono acre le
I ~ ~ ~ uncovered, a .round cover sufficient to rotain erosion must be ianted ar otherwise rauided within 9 P P 0
o ~ ~ thlrt (30 workin da on that ortion of the Crock u an which further active construction Is no r~
i Y ) g Ys P P t l.. ~ s being undertaken, provided khat this aectlon shall not apply ko cleared land forming the basin of the ~e
l ~ z ~ reservoir to be inundated. 0
4 ~
R Seeding should be done in accordance with the specifications for that season of the yea.
m
Additional erosion control m b easure5 may be required depending on the actual field condition=. 1-J' COURSE AGGRECA I£
0 a a
a TEMPORARY GRAVEL CONSTRUCTION SHEET
u. d N
ENTRANCE / EXIT DETAIL
(NOT TO SCALE)
i

i
i
R i , eves ons.
a~I~uAl..1~ n•z~ ~1~, vrs' raer a~urw~e Tar au F aMi' teaua~ iau4 ale
i _a 1'x4'~{Adaff'~Ait, m~ Narle4al. Ja16~T i'Y)' POiT F4AU~ T4 r'oerss w a,u.v. 8'x8' 1~OST s'1~' D6cxD4a -r~INT~u4
~7 i A 6'IRCL AMW.BE 99W n ~ b GOMPA~T~S~ GrI~V~L r$ uea (4! ~ ua. ~ 6'1881. AMGJ.BE 9944'X3141KI.1DYiT14J, NAIL URDTN (V4' P1AX,) CsAP i'xl~' 1lV3N1 U@@ (d! 1! LI6 iOLTi W/ s B8111ii63'N WLADYCi.
~ ~f~ U,WBiINRb AT EIA64 waNNeloe Ar IiAGN A4~ tttMl 4'x9 PBAIL
N I ~ ~ N A'fTT'I+.f L ~ a'r4" i111AIPdi p4Adt. ;I'r4' iYAINfi FMdt. ~ „
~i ~ ~ ~ 9'x9' PIt:iG~T ~ I I II
j w ~ ~ MAX, Z'~ """~..,..+.-~+..~r. ~ ~ m r ~ ~ ~ ' - - { _ '1'~ _ I I i I
~ Z ~ ~ U o •l~ (~,1~ Ua o ~ Q f Q C)o Q ~ ° 00 d~ r7a1,~w.•~Iw r'wt' IN~W"•4NfKi4N1N rv crrr+Rax? ~ G'LQ~ ~?ltl~! p4G$TS
Q Q a ~ al rlam~ my r a Y t . of rlam~ ~v ~ cause e1DVa ! ~ ecavDU~.
m . ~ 9'x4' tpERAI
j ~ oUr~PE RT?RN fly 9'><9 rlC,icir0, C6~!'!1'~T4R'S I ` 47117'~I):7E i1T14iiR D/4'.4$CdMNlt f0 ' I
~ raw ~1' X'f'ILIw ~141C, fNBTALL x ~ IN ACAS UJ~I~R~ DII~G1'$D P:AILQ YNPM 1? OrMY3N WOPO I i IG9.
i I I p d0 0 I i _ I T'rtd' 'AA1 MIA1. I ~ I I Q I ~ ~ i ~ ~ ~
I Y 11'1''8 ~(~S~NT,4TIYI1 " r~ i3 I „py uu wp as I I 1 1 I i ~ p 7'xi' GficgCA~N6~kMM 1Y,1,Kri0r~ ® ~ ~ - I tW IbA AN#7Ai. BNAhIC NAN.E f4111 I
~ ~ $4~CXlLD$R MIN. Gt'~•1PA~C'I`~1~ 3U~GI~f~ MIN. + ~aw,,u~wc ~ wut,e ?~,wts, 2 NAILA P4~ d016L 19~8'xl~' ~~~dr'I
I r;.Ar, oIR rota NonrttAa. dOMt, 4~ MAX. 4% MAX. +I ro NVNMr wr l1r,H r~oo tt u'av 1114"dD' !lBAM.7WU9G rN~alcl4 root uv ru ~l+' 6 "x8' Rfx1Gd~ 8A'~llN, Ti1lR~6p ' I
~d.Qf i~p'17~/ $LC~PE' ~ara,w 11Tfi1lL, srxu,e, uoa rA~ RGL» ~ wr waa~rv~ aa4a14na san 4 WAH461i11` SLAT, OR 8x8 NQMIAIAI. I I Y
!?l~~U 1~ SLt I~CG(*~D8 4r1, f16,1) . Jp1876, ruaA4 iA4A149Pt '
A. tJ1.DER 84~ALL H~ 8' U)IDT~I, i rNN rc" cvl+enoucr DUwic ANp A ewwl. Re ~ wuw a+E 8~3" ~»RAI1. P`$NGI+ $NAI.I. Blw wala~rur. aau «+aw w wsTAU.a ~rw 1'IRIAlUR! t~ArOD tO/rIDCIi'~+t ~ f
© 7WAt"19' T4 ~ 0~ i ai. ~ .+~w ~ww v~u. sm w~ ~ e~ G4NSTN~.IG'i1*D NO Gt, I NMN J4Tli' fNP I' I I I
11~~La 4AI.YANl78D AMTFR PADIRIG,ATIOl1 4. AI.L TR~bNRR 1~ Nik NGUrHETN YIlLI.t11U MWr ~ GRAD! OR RRTi1NN~ ~ I I M TYPICAL BOARDWALK DETA[L
MIN. t0 ~ , (NOT TO SCALE)
I I T R A N B
NoT i NOT TO SCALE
BOARDWALK FRAMING DETAIL
NOT TO SCALE (NOT TO SCALE) TQ Metr 1~l.UibJ AMp LIevEL
~
w --.use i• ~wa+ w a/~. uomr - Au wwN w~ rrouN ~ 1
FOA F"DIALYC P[A rIRE !M+"N • ~ ,
6Xb%!' PNk~SIWE MPK 8'16M A8t1fh~J1'
~ '!f1'kA+(t " PYI i0141~ E ASPHALT 5~E1 RAMP S1APE , DFARE&3 CURB Tt, 5L£E,~E ~ k TOP Of q,&ewF 1 TO L>N'TA11.1~M~HOIttTGNrAL. I~MNIPOR RAIL 1 RlCaK61' e p
60 w uEEr RAUP suRF'ACe > ' cc}Nerr~uGltca~+t
a ~/a• PER guar ~ sxa tpcaor
~
L 1 I Z N u IMA IYOOI 9 AElWF6At.T twat. wr ~ttav~t. /
W N '.I•. ' .i ~ f % • % t •Ij.~ .•.11~. rnnnKn+l rn wnrwN ~ ¢ l~TM. SBA f' ~ I E1Q &EE SRE I1AN
~ I r~~ ~ EAN'RI, ~ 11~y ~ ~i . r 1 v bvr[ P1,W o , a o a .
2 H 10LT AMOLE NMAI SUBG6YlE' ~ j ~ 'j. , ' c-N• ca+>.NNN~N pANGOE r-o/ ro q~~p NpTH y ~ '~4• liA ~ ~ ' 1~J1'NAQ, TGP aP , • . • • ~ I
7 54 NG 3 19i1.GU1 TRAIT, , , , •
a Da 7ft a" Gt Q'x8 afi / WW. iS'Rl NOD } AN0.E m ~ fOORID 7E NOD ~ , :y, ,
~ Q ~ 20" BACK OF' 'f~, o xou PR ~ . rPtAll ~tgafAClfl r47r fJP
~ ~ I~IE}fAl. % SCI • % D S ' ? •At9l1R'~fT AND' t'. i ~t7.ARf~UJdlk /q.AiJfk4Q~ r0
a ~ u ~ ' 1dIL~I~.,PkT9lI. AfN I LR-.'~`^.:-D 3fCT1(~N ~ ~ -6 4 ~ . ~ , ~ •hiNid'P pa191~ 4 L8~4J.
~ .w ADBths~1T-4~AIR! W V .
t ~ w • ~ ' • ~ ~ ' ~ ~y 1, ALL IIEfAL 001WpI1CDNf ANE TO DE iANNfQIRO, 9NDiYR R100lM AM MOFG/PfA ft4lMINIEEA • , ' .1', OOIM°OIYDAf INNIT IMIf A SrWDTk i"M75MN0, OAL4iMNEltD 81RK+E. RL`DAIi fli' LEAiGtH 1108 , • ~ ~ .
' ~,'.~",}I~',', • , ' , `i~r-•i~ S, VJGtA AIR ANQR! IA011 16 I~ R,tili, 1pIDQiD Ai CiNT61 vP AOiJAAfl. bA6R CJ' LF?YaTi1 ~ GOURiE. POIR Rp'fAr~19J3 CgAi688~. ~ '
.i (,Q ' , . ~ Qf CI.NW t, MOLES ION ?AOLOC% INpN LIIE UI NYRN D6E..IAIIO R NSEi&ED INTO SIFN,R . ~ I f. ALL W40D AM1U. NE NRAIED MIOI RNOMRFD L'OPP Mts6llAlt. !iT •
b '.#.•.;~'.•;;.~'••.~1'.';•;.;,',~,~;'~~',•'•'. NEtSNAOM a a+O+es/c,?. rOaD swl. N[ eArD AfTfk TRPITNFfR. i ~ t ;y;;y, , INLOPE A 12.1 N suuaE wru DE YYSGWfA war 911T tOiM as OM NNIE iOWepOS ENIIWK[ / IgAO,
iSIAPE 'C' 1/2'/FT
110M0.JNE 6'-0" 4'-Q' G'-0' UP NOT TO SCALE
N~ ~ 4
FACE Oi CURB
ALL ~AfLfNC fs To o~ I, ~N I D. NOT TO SCALE SCALE ~
SCHEDULE 40 BLACK oXfDE STEEL PIPE, lT SHALL BE PRIMED ACCORDING Tp 9'x4' 1!TJ! 6lJARDRAIL w/ LDci![ yr.,o„F ,
AIFG k'ECOA9MENDA TlONS AND TCi U4' I~ r rnw r r ro ro cr
EOP CL 0~ TRA1l, EOP ALU~dlNU~! PAfNTED, ~ N V~ ~ (NOTT030ALE~ EOP ~ 3'x1' t'T,~+. PICA' ui! 3/a' C~ ~4 r v ~
LA E rwc wta~a ua( OAl t~TERIC~ SIpE f~ l~A1~tUALk
2/
NO?E~ r4rnNe nwn~*a r rw oouw, ~ ~
1 1 2 D, RAILING FILL WI TN EMBECD T AI S RJR 0 RAl1.iNCs DE'I' 1. PIQIQ q
N NON-SHR/NK GRDUfT ,4TT 4't10N °o AC~'1pJT ~
3 GAL V. PIPE _ ~BgS, 636, DR
NIPPLE 72 LDNG APPROVED EQUAL BOARDWALK GUARDRAIL DETAIL
(NDT TO k) c NOT TO SCALE
Q ~ ~ AP (NOT TO SCALE) r~ V
n N N N N ~ N N N Ey t'
w z zN ~ ~ 1Q
as -'u wu ~
~i ~ aa%n 3~ G,h A B C D E F G H 1 J K L l r'ui' Ia0$T ~
U~ ' z~ ~ 1>!' 2 1/d' 6' d'-10' 9'^4' 3'-T 4'-2' 1'-0' 1'-6' 3'-9' 6' S'-8' 2'-7' 1'-0' S'-2' ~ ~ ~
~'z I z Mp4ldi~i 18' 2 1/2' 8' 6' S'S' 10'-5' 3'-11' A'-11' 1'-D' 1'-6' 4'-B` 6' 6'-3' 2'-11' 1'-0' 5'-6' 2a' 3' 9' 6` 6'^4' 12'-A' A''6' 6'-3' 1'-0' 1'-6' S'-9' 6' 7'-5' 3'-6' i'-0' 6'-i' ~ ~
~ . a , WALL TYPE VARIES w ~ ' 30' 3 112' B' 6' T-3' 14'-3' 5'-]' T-T 1'-0' N-6' T-1' 6' 6'-T 4'-1' l'-0' 6'-8'
m~ NOT TO SCALE ~ '1v ' ~ r • ~ 36' 4' 8' 6' T-5' 15'-1' S'-B' T-1D' i'-6' 2'-0' 7'-A' 6' 9'-4' 4'-8' 1'-6' T-3' ~ 41 r,
NDTE• WALL MAY 8E DRILLED + ~ ~ CCJNC, A2' A 1! ' 8' 6' 8'-4' 1T-0' 6'-3' 9'-2' 2'-0' 8'-8' 6' !0'-6' '-3' 1'-6' 7'-10' ~ v t' ~ / 2 1'^6 5 T~`
LIGN1` FfXTURES Ir IN LIEU DF SETTING a ' ' • 4' 48' 6' B' 6' 9'-A' IB'-11' 6'-10' 10'-6' 1'-6' 2°-D' 10'-0' 6' 11'-7' S'-!0' 1'-6' 8'-5' v1 ~ V I t ~ '~f 34` g 1/Z' 8' 6' 10'^Z' l9'-9' 7'-5' 10'-9' Y-6' 2'-0' 10'-3' B' l1'-10' 6'-5' 2'-0 9'-0' i
. _ . . _ Q i+i 6(1 g 12 6 l0 -!0 22 5 8 -0' 12' 1 2'-0' 2'-6 it 7 8 14 -0' T-0 2'-D' 10' 4 iy Q
SLEEVE-SAME CAULKING REQUIRED. `D P 1.1 R~ 66' 6 l/2' 12' 8' 11'-9' 24'-4" 8'-T t3'-5' 2'-0' 2'-6' 12'-11' S' 15'-2' 7'-T 2'-0' l0'-11` ~
~ a~ +i1(iRAV6L bArbR 72' T 12' e' 12'-5' 25'-1' 9'-c' 13'-T 2'-0' 2'-6' 13'-1' e' 15'-3' 6'-2' 2'-6' 11'-6' ~ ~'1 8 OC
F H N I 76' 7 V2' !Z' i}' 13'-d' 2T-0' 9'^9' 1A'^!1' 2'-0' 2'-6' !4'-S' 8' 16'-5' 8'-9' 2'-6' 12'-1' q
64' B' 12' B' l3'-11' 2T-9' 10'-4' 15'-1' 2'-D' 2'-6' lA'-T 8' 16'-T 9'-A' 3'-0' 12'-6'
(NOT TO SCALE) 90' B i/2' 12' 8' !4'-10' 29'-9' 10'-11' 16'-fi' 2'-0' 2'-6' 16'-0' 8` 1T-10' 9'-11' 3'-0' 13'-3' 96' 9' 12' 10' 15'-10' 3D'-6' 11'-6' 16'-8' 2'-0' 2'-6' 16'-2' 12' 17'-11' 10'-5' 3'-6' 13'-]0'
12' r 102' 9 1/2' 1A' 10' 16'-11' 32'-10' 12'-1' 18'-0' 2'-0' 2'-6' 1T-6' 12' 19'-4' 11'-1' 3'-6' 14'-JO'
1 q' + MIM. BOARDWALK FOOTING DETAIL 108' 10' lA' 10' 17-'6' 33'-B' 12'-8' 18'-3' 2'-0' 2'-6' 17'-9' 12' !9'-7' 11'-8' 4'-0' 1S'-5'
R 114' lA 1/2' 16' 10' 16'-5' 35'-f0' 13'-3' k9'-T 2'-0' 2'-6' 19'-1' 12' 21'-0' 12'-3' A'-0' 16'-3'
~ ~ I A (NOT TO $ "~I'~~ 120' 11' 16` 10' 19'^5' 3T^IO' 13'^IO' 20'-11' 2'-D' c"-6` 20'-fl' 12' 22'-2' 12'-1D' 4'-0` 16'-11' A
~ 14 ~ ~ A ~ I A
~~gN9q~yr
I I I ~ I ~ ~ W IaMI N - ~ TCNPERATURC RC-NARi N - P A ~ a ~ ~#~.~1~ ~ A 0 ~ 8AC1( FACC FAONi iACE tt ~ ~ w * Q-
M+~ ~ ~ ~ NACK FACC FROM DACE y DUU9LE-PIPE r • F ~ true' ^ u„ H ADWAi l ~u S~-..+
f a. I Q W waLL REINFORCENENT ,t.aD uur i" ~ m "w ~ r RCINFORCENENT r"cc a vwu w ~ ~ SEAL •
~ I ~ s' ~a' e. pl O. Y,~1, ~ FN$t. vEaT. Cplt'RESSION srEU u ~ A B C L u ~ * • 02690 ~ i e' ON 1t' VALE 15' A3 2 12' O.C. 43 a !2' O.C. ab " w-I' v>Kt 1.61 13'-0' T-3' B'-9' 2.24 • ~
I I sn eAMUN ~ ~ ~ ~ w 1.96 + I ~
0 3 1B 9'-4' 14 4 T-10' 9'-S' 2,70 I GIN~~'1•• 3' _ _ * Q•'~ • 0i 13' ~4' 2,61 10' 10' 16'-10' 9' 0' 10'-T 3.64 fj,'4~~••••4M•~,~5
I I V,WRLIK 30' ' ' ' 3,49 12'-4' 19'-4' 9'-2' 11'-9' 4Jd ~ flt 06' 421 13'-1' 20'-9' 11'-4' 12'-Il' 3.75 rrlrrrtM~
_ " ~ A ~ R ~ w 42' 4,90 14'-T 23'-3' l2'-6' 14'-I' 7.05
z ~ ~ ?nTtl EbN w~t:P ~%1LEE (Pkt'lT TO SCALE) A w r~ Is• ~ te• P,PC PpN WECP 1N1LEt 48' ' ' ' 6,33 16'-2' 25`-9' 13'-B' 15'-3' B.S2 Piet 15' ~ 1B' P1PC 40>f1AR
USE D/E Q(ap g/ USE D/e + lAw 04' N4 @ le' OTC, 7.23 1T-6' 27'-2' J4'-l0' !6'-5' 9.74 60' ' ' 1125 10'-JO' 30'-5' 16'-0' 10'-4' 14J4
RWI-+ Z2F- M4 a 12' Ol. BDTN FACE$ 66' M4 d !2' aC, R 14.67 20'-4' ~'-il' 1T-2' 14'-6' 19,44
Q Fa- J W 1'NpNT CORNEAV~ ~ ~ MATERIAL USED FOR KEYWAY NORI2pNTAL M VERTICAL 72' 1575 21'-T 34'-3' 16''4' 20'-8` 20.96 78' Y4 18,04 23'-I' 36'-9' 19'-6' 1'-10' 23.89
CAN BE CONCRI"TE OR! BRICK I _A 64' Y5 Q 12' aC. 19.32 24'-3' 38'-1' 20'-B' 23'-0' 25.99
r. N , N w E TYPICAL SECTI0~1 A 40' 21,92 2S'-9' 40'-8' 2i'-10' 24'-2' 28.95 ~
UJ ~ ~ 96' MA t lt' D~C, 6 e 12' 11~C. 26,36 )'-4' 42'-0' 23'-0' 25'-4' 35.30 . 1e
~w ~ A A 102' 6 B 10' D.C. 3226 29'-0' 44'-11' 24 -2' 26 -ll' 42,53
1 ~ ~ e, TAP ELEV, ~ ~ NOTE~TO $E USED ONLY FOR l08' 34.21 30'-2' 46'-4' 25'-4' 28'-I' 45.15 114' 8 2 12' O.C. 40.76 31'-8' 49'-1' 26'-6' 24'-6' 53.26
~ ~ ~ a.~.,.,. , ~
a Nil`L3 Jb- UK LtJ' IN IJIAML ILK NOTE' 1 um) p1Bic rmy (14IRl lR) Or #37 W"l 870W i0 ST(BIE 1120' 144 97 133'-3'151'-B' 127'-8' 30'-9' 158.59 j
a VARIES 13 RCPwRED BEHIND EACW WEEP MULE, } ~m NOTE (1) ALL DIMENSIONS FOR A DOUBLE
PIPE H.W. ARE SAME AS SINGLE PIPE H.W. EXCEPT AS SHOWN ABOVE, SHEET
np ~ (2) THE DISTANCE BETWEEN PIPES 114 A DpUBLE PIPE H,v. 15 2 FT.
KEYWAY FOR FLARED END SECTION DETAIL STANDARD REINFORCED CONC CONCRETE HEADWALL WITH DIMENSIONS FOR HEADWALL WITH WING WALLS DETAIL
a
NOT TO SCALE) WING WALLS DETAIL
NOT TO SCALE
NOT TO SCALE

Revisio ns
/1 / ~ ~ ,
\ _ i ~ , ~ ~ WILLIAM di Rt?lNDA WOQDS r r / r /
r D.B.3.192- PG. 001 r ~ , r / I I 1 ~ u • I I ~
~ \ ' _ ~ ~ -.E TAX REF.101.90.47~ , / j /
\ ~ ZONED?RR , / / 1 / i' ~ 1 r ~ 1 / ~ ~ - i I I 4 1 , i / ~ ~v.
4 k, 1 1 f aj\ 1 1 r 1
1 1 ,p' 4 4 1 I / ~ '
1 1 ~ I 1 f ~ ~ ~ .
, ~
~ ~ , •l ~ ~ ~ LARRY &.N(NDA WALLACE 1 ,
\ 1 ~ I r~ ~ 1 , aYT / Vii/ .J r r ~ ~ • 50 / ~ D,B,1414• PG. 512 /
'fAX REF, 01~80~49 \ \ 1 ~ ~ r y
. ~ r 1 4
1 \ \ 1 t ~ 4 \ I
"V r ~~r 1 t 1 + 1 4 4 ` ~ ~ ~ ~ 1 4 y y I I I
CHARM & ANGELA CRfBA I t \ 1 4 ~ t 1 1
~ ~ 1 / D.B, hl I I 1 \ t w. I,flAA1 I K7 ~ 'w ~ / ~ _ l~ f f ~ ~ ti. r ~ D.B, 2734• PG. 174 ~ ~ ~ ~ ~ t ~ 4 1 I ~ , 1 1
~ ~ \ " . f ~ , t , ~ • , TAX i ~ DISTUR6E AREA N©TE: / ! TAX REF, 01.84b5 ' , ~ , , \ ~ ~ ~ ~ ~ ,
i \ A t ~ EpGE OF,~'RAIL M! F , •'1 ~ ZONED=R-3 ; 4 1 ~ 4 \ \ ~ 1 i i
~ 1 ~ ~ , ~ t „ , ~ ~ r ~ r
~ r \ / ~
1,
l 1 ~ ~ \ REMOVE EXISTia FENCE ~ • ,
1 \ ~ / FROM 5~' . 0 75 0 3Q a , ,
~ \ \
t ~ ~ " / NEE: / r ~ ,1 b © ~ \ ,w REMOVABLE 84L1A ~ ~ ~ ~ \ 4 4 ~ ~ • ANGELA R BRIAN COX ~ \ t, \ \ ~ 1, ~
n ~ / INSTALL 6 CONC ~ SLAB A1CR0$u ACGES~ ~ ti D.6; 3521• PG, 786 ~ ~ ~ ~ ~ t ~ y ~ 1 ~ ~
, \ ~ ~ r ~"©SU83TAT10 OR TRUCI("ifl~AFFIC.MIN,~IIiCa~'li 1 , \ \ 1 ~ ~ - OQ T F 1 ~ n 1 4 ~ ~ ~ AX RE , 0-80.56 ~ ~ \ 1 ~ 4
/ OF GAT pPE NG ~ ~ ~ ~ ~ ~ T FE 1 , ~ ~ t - ~ ~ ~ r r / ~ 31L NCI: 1 : 1 .
~ ~ ~ ` ~ \ ` p~QELA d~ BRIAN C4X y t-
~ v ; ~ , - ~ ~ ~ ~ , i r ~ / NOTE. v 1 ~ \ \ ~ ~ 1 ~ \ ' t D.B, 352- PU, 768~~ y 'MORRIS & DORlS SELF \ ~ ` 4 \ \ ~ \ ~ ~AX l~F. 1.80~b7.02 D,8.1304 . PG. 566
~ ~ . ! / , ~ RELOCATE 1S~NG~ENEE I Nta`r~; ~ ZONE =R~ ~ TAX REF. 01.80.57.01
\ ~ ~ 5, - / , ~ ~ ~ , / FROM STA, 375 0 6~h75 ~ I EDGE OF TRAIL )GE QF TRAlL MIN. 5 O<~ ~ OQ 1 ~ , 1 4 1 i I ZONED=R-3
' ~ - ~ ~ ! ~ / ~ ~ ~ I EDGE aF PAVEM GEQ A E E ,a.\ ` ~ I I 1 1 W W
LIMiT34F '~a.,~ ~ ~ ~ • • ~ti ~ i ~ I ! I l ~ ~
J R8E AREA t ~ B,rI, ' ~ ~ ~ ~ ~ I I ~ / D STU 0 ~ , ~ I i
~ t TIE TO EX. Q~L4VEL PAffC~' / ~ ~ ~ / \ ~ \
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