20041641 Ver 1_COMPLETE FILE_20041008

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Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director
Division of Water Quality
November 19, 2004
DWQ# 04-1641
Alexander County
Mr. Billy Millsap
31 Calloway Dr.
Taylorsville, NC 28681
Subject: Fairway Oaks Subdivision, Phase II
APPROVAL of 401 Water Quality Certification with Additional Conditions
Dear Mr. Millsap:
You have our approval, in accordance with the attached conditions and those listed below, to impact 50
linear feet (If) of unnamed stream in order to construct the Fairway Oaks Subdivision, Phase 11 in Alexander
County, as described in your application received by the Division of Water Quality (DWQ) on October 8, 2004.
After reviewing your application, we have determined that this project is covered by Water Quality General
Certification Number 3404, which can be viewed on our web site at hftp://h2o.enr.state.nc.us/ncwetlands. The
General Certification allows you to use Nationwide Permit Number 14 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.
In addition to the requirements of the certification, you must also comply with the following conditions:
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 401/Wetlands Unit web site at
http://h2o.enr.state.nc.us/ncwetiands.
2. The culvert required for this project shall be installed in such a manner that the original stream pattern,
profile, and dimension is not altered above or below the culvert. The culvert shall be designed and installed
to allow for aquatic life movement as well as to prevent head cutting of the streams. If the pipe becomes
perched, the appropriate stream grade shall be re-established or, if the pipe is installed in a perched manner,
it will be removed and re-installed correctly.
The applicant must submit a plan and receive written approval from this office to address any head cutting
that will occur as a result of this project (e.g., use of cross vanes downstream of the culvert).
Use of native vegetation and other soft streambank stabilization techniques must be used where practicable
instead of riprap or other bank hardening methods. The use of riprap in the streambed shall be minimized.
Nre
ohCarolina
Natura!!y
North Carolina Division of Water Quality 610 East Center Ave., Suite 301 Mooresville, NC 28115 Phone [phone] Customer Service
Intemet: h2o.enr.state.nc.us FAX [phone]
An Equal Opportunity/Affirmative Action Employer- 50% Recycled/10% Post Consumer Paper
3. 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.
4. 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.
5. 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.
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 (Mr. Billy Millsap) 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,
Alan W. Klimek, P.E.
AJ/aj
Attachments
cc: Army Corps of Engineers, Asheville
Cyndi Karoly, Wetlands Unit
Land Quality, MRO
Central Files
Wetlands Tracking
--' Totals
Facility Name Fairway Oaks Suhdivision Phase II c/o Billy Millsaps County Alexander
Project Number 04 1641 County2
0Inactive Region Mooresville
Project Type propose of residential road cross11111 DCM Office
Location lJh Lower Little Rivet Taylorsville COE Office Asheville
401s Recvd Sent to
Recvd From Date Region
-? , s_ t = -
Inspections/ Violations
Inspection Date Inspector
t
Last Total
Recvd Action 401
Region Date Last Action Acres
? 4 I
Total for Project:
Compliant Letter Type
Y, O. N : f
Date Sent
Total Total Mit Total
401 Mit
Feet Acres Feet
401
II)m 'f:
5o.oo
Reply Date Current St

MEMORANDUM
TO: John Dorney Regional Contact:
Non-Discharge Branch WQ Supervisor:
Date:
SUBJECT: WETLAND STAFF REPORT AND RECOMMENDATIONS
Facility Name Fairway Oaks Subdivision Phase II c/o Billy
Project Number 04 1641
Recvd From APP
Received Date 10/8/04
Recvd By Region
Project Type residential road crossing
Alan Johnson
RPx GIPason
County Alexander
County2
Region Mooresville
Certificates Stream
Permit Wetland Wetland Wetland Stream Class Acres Feet
Type Type Impact Score Index Prim. Supp. Basin Req. Req.
14 Stream ©}' @N _11-69-(0.5) _-3(1,R32. - 70.00
F_ F_ N F
Mitigation Wetland
MitigationType Type Acres Feet
Is Wetland Rating Sheet Attached? 0 Y 0 N Did you request more info? 0 Y 0 N
Have Project Changes/Conditions Been Discussed With Applicant? 0 Y 0 N
Is Mitigation required? 0 Y 0 N Recommendation: 0 Issue 0 Issue/Cond 0 Deny
Provided by Region: Latitude (ddmmss) Longitude (ddmmss)
Comments:
cc: Regional Office
Central Office Page Number 1
MEMORANDUM
TO: John Dorney
Non-Discharge Branch
Regional Contact: Alan Johnson
WQ Supervisor: RPx GIPason
Date:
SUBJECT: WETLAND STAFF REPORT AND RECOMMENDATIONS
Facility Name Fairway Oaks Subdivision Phase Il c/o Billy County Alexander
Project Number 04 1641 County2
Recvd From APP Region Mooresville
Received Date 10/8/04 Recvd By Region
Project Type residential road crossing
Certificates Stream
Permit Wetland Wetland Wetland Stream Class Acres . Feet
Type Type Impact Score Index Prim. supp. Basin Req. Req.
14 Stream O ti' ©N 11-69-(0.5) ?F 30,832. 0.00
Mitigation Wetland
MitigationType Type Acres' Feet
Is Wetland Rating Sheet Attached? Q Y O N Did you request more info? Q Y O N
Have Project Changes/Conditions Been Discussed With Applicant? Q Y O N
Is Mitigation required? p Y O N Recommendation: Q Issue O Issue/Coed O Deny
Provided by Region: Latitude (ddmmss) Longitude (ddmmss)
Comments:
Staff visited the site on November 8, 2004. The applicant requests a stream crossing for a small
subdivision located on Hwy 64 just outside Taylorsville, NC,
cc: Regional Office Page Number 1
Central Office
Facility Name Fairway Oaks Subdivision Phase II c/o Billy County Alexander
Project Number 04 1641 Regional Contact: Alan Johnson
Date:
Comments (continued from page 1):
cc: Regional Office
Central Office Page Number 2
WEST CONSULTANTS, PLLC ??0
Consulting Engineers
405 South Sterling Street
NIORGANTON NORTH CAROLINA 28655
Phone [phone] Fax [phone]
TO "NC Division Of Water Quality (Mooresville)
Mooresville Regional Office
610 East Center Avenue, Suite 301
Mooresville NC 28115
WE ARE SENDING YOU X
Shop drawings
Copy of letter
Attached Under separate cover via
Prints Plans
Change order Other:
JOB NUMBER/PHONE DATE
11/15/2004
ATTENTION
Alan Johnson
RE:
Fairway Oaks Subdivision - Taylorsville, NC
(Millsaps Realty)
the following items.
Specifications Samples
COPIES DATE NUMBER DESCRIPTION
7 Revised Plan Sheet 1 Of 6 r,?E 4 nt:. 'aT

£'?..
AND
.. ; cE
d ... NOV 1 8 20
d'- , feat Cod'
1
1

THESE ARE TRANSMITTED as checked below:
For your approval
For your use
X As requested
For review and comment
FOR BIDS DUE/DATE:
Approved as submitted Resubmit copies for approval
Approved as noted Submit copies for distribution
Returned for corrections Return corrected prints
Other
PRINTS RETURNED AFTER LOAN TO US
REMARKS
BUO v ? .?
NOV 2 3 2004
DENR - WATER QUALITY
WETLANDS AND STORMWATER BRANCH
COPY TO SIGNED
if enclosures are not as noted, please notify us at once.
PRODUCT 13127M USE WITH 771 ENVELOPE NEBS To Reorder: 1-800-225-6380 or www.nebs.com PRINTED IN U.S.A. A -
WEST CONSULTANTS, PLLC
Consulting Engineers
405 South Sterling Street
MORGANTON, NORTH CAROLINA 28655
Phone [phone] Fax [phone]
To 401 Wetlands Unit
NCDENR - Div. Of Water Quality
1650 Mail Service Center
Raleigh NC 27699-1650
WE ARE SENDING YOU X _ Attached Under separate cover via
Shop drawings Prints Plans
Copy of letter Change order Other:
1977
JOB NUMBER/PHONE DATE
9/21/04
ATTENTION
RE:
Fairway Oaks Subdivision - Alexander County,
NC
(Billy Millsaps)
Specifications
the following items.
Samples
COPIES DATE NUMBER DESCRIPTION
7 PCN Application Form
7 Plans
1 Fee ($200)
RECEP ?E OCT 0 g 2004
i # WERAN SAN STORMWk*jBRANCH
0°4164!
t
THESE ARE TRANSMITTED as checked below:
X For your approval Approved as submitted Resubmit copies for approval
For your use Approved as noted Submit copies for distribution
As requested Returned for corrections Return corrected prints
For review and comment Other
FOR BIDS DUE/DATE: PRINTS RETURNED AFTER LOAN TO US
REMARKS
COPY TO SIGNED /? )I<d
If enclosures are not as noted, please notify us at once.
PRODUCT 13127M USE WITH 771 ENVELOPE NEBS To Reorder: 1-800-225-6380 or www.nebs.com PRINTED IN U.S.A. A
. a
Triage Check List
D?.
Date Project Name:
DWQ#:
County: TO: ? ARO Kevin Barnett ? WaRO Tom Steffens and Kyle Barnes
? FRO Ken Averitte ? WiRO Noelle Lutheran
MRO Alan Johnson ? WSRO Daryl Lamb
? RRO Mike Horan
From: Telephone : (919) -7 3 3 52>13 ex
_57 Yf
The file attached is being forwarded to fur for your evaluation.
Please call if you need assistance.
Stream length impacted
? Stream determination
? Wetland determination and distance to blue-line surface waters on USFW topo maps
NO-Minimization/avoidance issues
Buffer Rules (Neuse, Tar-Pamlico, Catawba, Randleman)
? Pond rill
? Mitigation Ratios
? Ditching
? Are the stream and or wetland mitigation sites available and viable?
? Check drawings for accuracy
? Is the application consistent with pre-application meetings?
02,Cumulative impact concern
Comments. ? U!
Q ? l J
co o? , Z
? . ? .--. f ? A ? ?- ? n,.n?n .-, ? :?-?T„ran
Office Use Only: Form Version May 2002
Q4 1 641
USACE Action ID No. DWQ No.
(If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A".)
L Processing
1. Check all of the approval(s) requested for this project:
® Section 404 Permit ? Riparian or Watershed Buffer Rules
? Section 10 Permit ? Isolated Wetland Permit from DWQ
® 401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested:NATIONWIDE #14
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
t .'q
[2 @02511 V
Mailing Address: 31 Calloway Drive U U
"
Tylorsville, North Carolina 28681 T 0 H84
BENfi A*OUR 01 IAI it
WETLANDS AND STORMWATER BRANCH
Telephone Number: (828)-632-8484 Fax Number:
E-mail Address:
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:
Telephone Number:
E-mail Address:
Fax Number:
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: Fairway Oaks Subdivision, Phase II
2. T.I.P. Project Number or State Project Number (NCDOT Only): N/A
3. Property Identification Number (Tax PIN): 7722
4. Location
County: Alexander Nearest Town: Taylorsville
Subdivision name (include phasellot number): Fairway Oaks, Phase II Subdivision
Directions to site (include road numbers, landmarks, etc.): West side of Fairway Oaks Lane
between US 64 and Callaway Drive
5. Site coordinates, if available (UTM or Lat/Long):N 35°-55'-.6.087" W81 °-12'- 37.033"
(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): 32.0 AC
7. Nearest body of water (stream/river/sound/ocean/lake): Unnamed tributary to Little River
8. River Basin: Catawba
(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: Vacant Grassland and Timber
Page 6 of 12
10. Describe the overall project in detail, including the type of equipment to be used:
Installation of a 42" storm drain culvert. Culvert will be placed in the small branch with a
track backhoe. Roadway fill material will be placed over the pipe for the construction of the
street.
11. Explain the purpose of the proposed work: construct a residential development with
associated services
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.
N/A
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.
N/A
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
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.
Page 7 of 12
1. Provide a written description of the proposed impacts: Stream will be disturbed to install
roadway culvert. The impacts will be temporary and will occur only during construction
2. Individually list wetland impacts below: N/A
Wetland Impact
Site Number
(indicate on ma)
Type of Impact* Area of
Impact
(acres) Located within
100 year Floodplain**
(yes/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
(MA), or FEMAapproved local floodplain maps. Maps are available through the FEMA Map Service Center at 1-800-358-9616, or
online at http://www.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:
Total area of wetland impact proposed:
2. Individually list all intermittent and perennial stream impacts below: N/A
Stream Impact
Site Number
(indicate on ma)
Type of Impact* Length of
Impact
(linear feet)
Stream Name** Average Width
of Stream
Before Impact Perennial or
Intermittent?
lease specify)
1 culvert 70 unnamed 4' 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 losstgain),
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.toyozone.com,
www.mapauest.com, etc.).
Cumulative impacts (linear distance in feet) to all streams on site: 70'
Page 8 of 12
3. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.) below: NIA
Open Water Impact
Site Number
(indicate on ma)
Type of Impact* Area of
Impact
(acres)
Name Wate)
(if applicable) Type of Waterbody
(lake, pond, estuary, sound,
bay, ocean, etc.)

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: fill, excavation, dredging,
flooding, drainage, bulkheads, etc.
4. Pond Creation N/A
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.
The alternative would be not to construct the street to the residences This alternative would be
very impractical and expensive. Erosion control methods will be used during construction
VIIL 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. N/A
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/strmgide.html.
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 (acreagellinear 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.
NIA
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.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): N/A
Amount of buffer mitigation requested (square feet): N/A
Amount of Riparian wetland mitigation requested (acres): N/A
Amount of Non-riparian wetland mitigation requested (acres): N/A
Amount of Coastal wetland mitigation requested (acres): N/A
Page 10 of 12
IX. Environmental Documentation (required by DWQ)
Does the project involve an expenditure of public (federal/state) funds or the use of public
(federal/state) land?
Yes ? No
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 2B .0250 (Randleman Rules and
Water Supply Buffer Requirements), or other (please identify )?
Yes ? No ® 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* mp Impact feet)
(sq Multiplier Required
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.
Page 11 of 12
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
Payment into the Riparian Buffer Restoration Fund). Please attach all appropriate information as
identified within 15A NCAC 2B .0242 or. 0260.
N/A
XL 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.
proposed impervious = 59,600 sf. total tract = 32.0 ac - % impervious = 4.28 % (see attached
calculations). erosion control practices will be used during construction.
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.
ALL LOTS WILL BE SERVED BY THE TOWN OF TAYLORSVILLE PUBLIC SEWER
SERVICE
XIM Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H.0500) or any Buffer Rules?
Yes El 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).

IA6Plicant/Agent's Signature Date ,
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 12 of 12
A
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IMPACT NO. 1
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Office Use Only: a 4 16 4 1. Form Version May 2002
USACE Action ID No. DWQ No.
(If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A".)
L Processing
1. Check all of the approval(s) requested for this project:
® Section 404 Permit ? Riparian or Watershed Buffer Rules
? Section 10 Permit ? Isolated Wetland Permit from DWQ
® 401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested:NATIONWIDE #14
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
r= or= R
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n? ig@s
Owner/Applicant Information
Name: Billy Millsaps 0 C T 0 8 2004
Mailing Address: 31 Calloway Drive
Tavlorsville. North Carolina 28681 ®E?R'w?TvR
e7nQ6AWATER BRANCH
Telephone Number: (828)-632-8484 Fax Number:
E-mail Address:
- --_ 2. Agent/Consultant Information (A signed and dated copy of the Agent Authorization letter
135 >-- ?
must be attached if the Agent has signatory authority for the owner/applicant.)
Name:
Company Affiliation:
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: Fairway Oaks Subdivision„ Phase II
2. T.I.P. Project Number or State Project Number (NCDOT Only): N/A
3. Property Identification Number (Tax PIN): 7722
4. Location
County: Alexander Nearest Town: Taylorsville
Subdivision name (include phasellot number): Fairway Oaks. Phase H Subdivision
Directions to site (include road numbers, landmarks, etc.): West side of Fairway Oaks Lane
between US 64 and Callaway Drive
5. Site coordinates, if available (UTM or Lat/Long):N 35°-55'-.6.087" W81 °-12'- 37.033"
(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): 32.0 AC
7. Nearest body of water (stream/river/sound/ocean/lake): Unnamed tributary to Little River
8. River Basin: Catawba
(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: Vacant Grassland and Timber
Page 6 of 12
10. Describe the overall project in detail, including the type of equipment to be used:
Installation of a 42" storm drain culvert. Culvert will be placed in the small branch with a
track backhoe. Roadway fill material will be placed over the pipe for the construction of the
street.
11. Explain the purpose of the proposed work: construct a residential development with
associated services
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.
N/A
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.
VL 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
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.
Page 7 of 12
1. Provide a written description of the proposed impacts: Stream will be disturbed to install
roadway culvertThe impacts will be temporarxand will occur only during construction
2. Individually list wetland impacts below: N/A
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/dramage, 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 FEMAapproved local floodplain maps. Maps are available through the FEMA Map Service Center at 1-800-358-9616, or
online athttp://www.fema.go .
*** 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:
Total area of wetland impact proposed:
2. Individually list all intermittent and perennial stream impacts below: N/A
Stream Impact
Site Number
(indicate on ma)
Type of Impact* Length of
Impact
(linear feet)
Stream Name** Average Width
of Stream
Before Impact Perennial or
Intermittent?
lease specify)
1 culvert 70 unnamed 4' 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 lossigain),
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 intemet sites also allow direct download and printing of USGS maps (e.g., www.topozone.com,
www.mMuest.com, etc.).
Cumulative impacts (linear distance in feet) to all streams on site: 70'
Page 8 of 12
3. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U. S.) below: N/A
Open Water Impact
Site Number
(indicate on ma)
Type of Impact* Area of
Impact
(acres) Name of Waterbody
(if applicable) Type of Waterbody
(lake, pond, estuary, sound,
bay, ocean, etc.)

# List each impact separately and identify temporary impacts. Impacts include, but are not limited to: fill, excavation, dredging,
flooding, drainage, bulkheads, etc.
4. Pond Creation N/A
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.
The alternative would be not to construct the street to the residences. This alternative would be
very impractical and expensive. Erosion control methods will be used during construction.
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. N/A
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/ncwetiands/strmgide.html.
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.
N/A
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.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): N/A
Amount of buffer mitigation requested (square feet): N/A
Amount of Riparian wetland mitigation requested (acres): N/A
Amount of Non-riparian wetland mitigation requested (acres): NIA
Amount of Coastal wetland mitigation requested (acres): N/A
Page 10 of 12
IX. Environmental Documentation (required by DWQ)
Does the project involve an expenditure of public (federal/state) funds or the use of public
(federal/state) land?
Yes ? No E
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 El
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 2B .0250 (Randleman Rules and
Water Supply Buffer Requirements), or other (please identify )?
Yes ? No E 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 feet) Multiplier Required
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.
Page 11 of 12
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
Payment into the Riparian Buffer Restoration Fund). Please attach all appropriate information as
identified within 15A NCAC 2B .0242 or.0260.
XL 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.
proposed impervious = 59,600 sf total tract = 32.0 ac - % impervious = 4.28 % (see attached
calculations). erosion control practices will be used during construction.
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.
ALL LOTS WILL BE SERVED BY THE TOWN OF TAYLORSVIIXE PUBLIC SEWER
XM. Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (15A NCAC 211.0500) 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).

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

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a.ea<tr'G OP ~ CO.?/P.QC'TEO F4,P7:S~ BLOI.C/~t/tS' (Lie July IS-August 15 Rebel Fuscue and fllllet 3Ull 16s/acre ,`~r~~ rr~:fdi Ski= C!9S%-Vfi ~SE-~ >
~v~5f/S'O STbvG' B.vC.eFicG .QPP.E'brEO CcWC. Tfi1PvST B,e~ Bv~~`F.4.o ~ - ~ KqC iLr .~OX~ t?oMf39CT+~•-O I~ BGOG' ~ (t90 T.5/ G%tlOS ~-41t~c5' FO.E' wACG 4. Mulch with straw applied at the rate of 75-1(Hl Ibs/10(10 sf, w~ Q' 'b~ ~ • r
.40d(/S7A GE C9ST 'S'Q~F/CL CCWC,E'E7~ B ~ ' i, oi~~ L3'.9iYlE~,e : ~ ~
.SUi°/~.eT PrAO /.C~Dit/ Y•9G ICE .BOX Gf~T~ Y,4G/e" - / ' , I 9 • i9N0 TN,~°UST O /N ¢ Tis'.eG40E0 ~PG10 e • t;"•' ~ I ' ~ m Slopes Greater than 3.1 = Q =y h zf
MJ BGOC.e ~R (GAG /~.51ii//ZOO O •E' ~ ? I. ,c~.vf ; 1. Apply agricullurel lime at the rate of 9U Ibs/l(M1U sf. ~ S~ N Z
y G'"GAS" B/TUM/.t/OUS ' wAT~,E' m~l~L~ _ e ~-Np CA.I°.E'iL`ti° Pik" 2. A ,1 10-IU-10 commercial fertillizer et the rate of 1U ]bs 0( • Y ~ ~ P/~ ~SEE'~C,yNS ~o~ 3. SeeJyfn accordance ul h the oil /1 R) sf wia '
w. 1 _ p I r _ ~ _ t f owing aclredule. ~Dy
AI ~ ll b' ° '•'~'~'I ~ 1, U~TE TYPE I'LAN'fING RATE ~rr ' rp? nr March 1-June I Serlcea Leapedza 50 Ibs/acre
• ' •°i • ~ ~ . I . rf/,2E'9L~ .POO,rj 7'~i.°i°EO i°CGY O,e ' ~ , ~ (6f~GY.'Vit//?~'O O•e C./~P Tf/.E'F1`~A~O .iO.e v . , e, AGO CT•C- Hurc6-April I Add Tall Fescue or 150 Ibs/acre
~ 1 C ,f/ T B/TUiY</il/DC/$ Z" p!/TGET" March-June 1 Weeping Lovegrass 5 Ibs/acre SELF rz"9't,~' fC>ti° SIZE- Jwre-September 1* Tell Fescue enJ Brawn Tup
ACL .Fit/OS T b O~ ~ ~ C0~97~ p) T YO SELF i•-"r Millet 6U Ibs/acre 6 75 Ibs/acre G~ti6~ti September-hlarcir t Tall Fescue and Sericee
M~N.9it//C'AG t/O/M' Tiv,P!/ST' B~ TYOiaAG BGDyir-OFF .4SSE/?<•BGY U.t/cESS OTNEP IY/,s E" UN~/S7T/.e~D EA,P7-iS~ Lespedzs 150 Ibs/acre 6 70 Ibs/acre
,SOEC'/F/E"O /~/~37'ALGAT/ Boie%t/G i9N0 Eii/CA~ ~ ~`/i/CA5'E/Y~Ei~!' OETA/G 4, Mulch vlth straw a lied et the rate of 75-11>U lb O0
pp s/1 X sf end anchor with asphalt enmision tack coat applied •at the tote of 14-28 gal/1000 sf.
TYG'i~.AG Ti`1.E'!/ST BG oC.~ TYKE F/,E'E CfYo~.9~VT 90 ~ dE~'o wirs~ - PLUGGED Ei~
/~c%S'TAI~AT/D~t/ / a~ b /o .v1 .v *'femporery, reseed Septewber 1 at recommended rates. iris E O.O
TO E.O. P. FO.e ,~y1gp«p~ ~ - e ,ei~ooicrvrcf o .c ro
q ,~/.vi,5',yEO cs,~.aoE- ~ G..~„pBc,~o.e op~«-s._ J ? .Ebvv~ygys ~-o. SEEDBED PREPARATION N01'ES O,pi1~-S '
A /2 /t i!/NO. STU,C' C.•.95T /mot,' TOP ~ ~ Eu/ST/.t~e5 r 1. Surface water control weesuree to be inetelled attorJing to plan. • 2. Areas to be seeded shell be ripped and spread vilh arelleLle topsoil 7" Jeep. 1'utal
c9E0 ` ~ seedbed prepared de;>th shall be 4"-6" deep.
CD•t/C,PE7Z~ ~ ? : i.'~~ t,' ~ j•. ~ 2 ".4lS~.yi9CT " / o' e, .i ~ ' CO/1-L:.eE7Z~ TN G(.YSC •1. : C . .~X/.E~fi9QE 0 ~ 7. Loose rocks, roots and other obstructions shall be r r o i /ti•• ~ ~ ewo ed frow the surface so thnl o:-, ~!p they viii not Interfere with eatebliahwent and welnteuance of regetellou. Sur[ace
I• ~ a• .PC/$T,B '`°rg, ,,r, T~?,PvST /eX~1 .C~ C0~12". COU,2SE(X-2~ i / for fiuel seedbed preparation, at finish grades ahovn, shall be reasonably smooth Ccw~7crEO and unlfon.
• ' dG4l~ /SAO ~!/rt/CC'.~5• lr TY,~ NB B/.vOle<.Q OTit4~h~/sE . O/1/ACG STgs>fl<',EpA05 ~'~°r~`/ F/~- 4. If na soil test la taken, fertilllzer end liwe to be according to seeding speciflcatluns.
' f haY ~1 Z l~~~~r~.E ~ O~ N/6.~J1-~~/•~iYS 1. ~ In addition provide ?5 lba/1000 of of superphosphele. !i'vOiSTV,PQ6D 5. If soil teat la taken, provide llaK and fertilizer according to soil test report.
° - Q ~ s~-~-c_ ,~i • 6. Lfwe and fertillizer shell be applied unifonly end ai*ed vlth the cull during
seedbed re oration. oAlL-iYJ~'~/T ~~-i~~9/ p p -
~'E . 'A O .Q!•dvsT.4.BGE - CA AlL-/YJE C,45T /,eD.v
rte- ut/ois~,e~-O \ Y.QC vE •BoX ~ GRADED SLOPES AND FILLS
EAR T.s~ C .r<,~..~ E Pl?9N ECE</•9TiDN CO.?C. D.P iLrD00 ~~'y N.1g7C.4~ r~,;~o~~ The angle for graded slopes end fl1L shell be no greaser than the angle wblc6 can be
TYF' Tf1~UST BGOC•~ Fo ~ ~ ~~c I , ~ Q~-~,qsy releined by vegetative cover or other adequate erosion control Jerlces or structures. In any event, slopes left e*poeed shell, within /s worklog deye of completion of au 1- r
~ TEES .goot?b<'E~ B.QCE FicG ~c;srzta ~ " 1. 4 YAC`E~X 1 - ~ ~ ( phase of radio be lento or ..r'. ' EXi3T/.r.G g g~ D d olherwiss provided with ground cover, devices, or ' I structures sufficient to restrain erosion.
r .O o TJ ~ r" /b" io" GROUND COYER l
EA,e Tiy TH,PUSY BGaC.t r°' " a • y:9C_YE' t I ; / X• AO. ~A1rl, f
r . / / ~ Whenever land-disturbing activity is undertaken on a tract comprising wore then one acre, and If wore then one contiguous acre is uncovered a rowrd
g cover sufficient to hl r _ / EA'~°r.•4'F/e~, restrain erosion wuat be planted of otherwise provided within isvorkln da a on that
Q - - 'IIP'/ BLOC. I I „ o ~11r , portion of the tract which further active construction is not being undertaken.
.r .a :4 • ~ ) ~ .Q+. EIINR mny require additional erosion cmitral measures es re ~ W ~UNO/STL.fP$FQ qulred. Q~
v ,,_4, <t ~r Z ' ~B ~ ~,y,~~o ,Poo ; • ,
BEn/L ('d t/C • T.~/,E'vY r ~~rcv/zoo oe 7'"Yf C~ _ Z ~ ~ DM
_ ~Ng z o ~I
G-a,er/s' _ ~ ul N ~ . a W J - ~
o,,v/v 7 YP%C,9L- ~g~pyV-pFi" .45'S'Eit9.BCY ~NST,QCL„gT/~/ ECE<%9T/D.V a a > ~ ~ ac a ~ w ~
TY. ; rv~UST BGOC.C ,coe QENOS ~`O~ 2 w,qT~ G/~I/~ /°Aia~jYJE/1/T ~ Q~ o o rn oc ~
C'.J,tt',PET~ .fie • ~ TN.PE/70E'O ,POD ,S' ~ Tf/~/SYfjGG~.e (GAL</.4~?iZEO o.e .t0/il/.
a/rvM.~t/oUS cagT~oJ ~ey.~/r~.v~- h a ' S~~2 9.~~~vT .°i,~E `
~ ~
. E._ r _ ~ a~ V
.l'Y.• 4
~~•°TH ?INISNED GRADE
TYP TN.<'UST BCOCK F0,2 PCUGS t=~;; ~..___.,•+,,.„sew /F G'C/.E~B .4.r/~ G!/77~~ /S
m in ,.C . u ~Dall a/ .u el :
- 111~~1( I,a,l6 ° ~ o ~Ilinsl lid _ 7Y/P/ ~!/~B ~C'T/G~fiS.
S/zE' ~E/VO ZZ/Z ,~iY/O 4CS°4EH0 90 ° DE/VD 7 :'rE PGlh~ m - ~C °/~EG'T/p / fO.E' ~
CDMMDTED EARYN eAClcn« NO ~./YG'!SEili Z - G /Z /Z /t /!o /G /4 -
8 /L /G ~ ZZ /8 AOJUETAQIE CAST IRON N. r: S.
/o /L ~ LO 28 ~ ~?Z VAIVE e0ft •
r2 /L /B Z¢ JZ ,~Z ZS - EX~TWG WATERLINE
20 _ Zd 38 _ 38 3 z ' 1
ZZ .3fz ~ 4Z 3(0 ~X• tATE Ct - Cam, ry~easr a[gcK
- - FJQ3TQ10 M.J. PLUO. - •-j ,r •
Zo 20 Z8 sl0 SL SL ¢ ¢ REMOVEAND • ~ ~ • • _ _ _ _ nEOwNEW '
WATERLINE 1 4' z~ Z~ .9a its ~ s-s~ ; ~SG'E HCgivS FOB S/2E r~NI
.30 3a aL sE 78 y8 (o(v ~ ~ t , ~ ':.I '.;1, TYrEoce~ar.~'t~ArE~e cin~F
3N~ DAIV• RDD 0 EYE lOQS ~ - ~ Q
•r t _ ~ .
48 4~ ~ Sb /d~ /Z4 / o¢ ' ~ . - - - MINIIviIlM 1 CY 'a , ~ r r ~
CONCRETE DEADMAN ' •.r ' , rAP.~irv~ scEe-xE ANp
,rioTE , c,9,EES/i'ACL ,Bf r.9.~G'it/ syi5/E/f/ f'GAC/~f/G ry,~!/$7- /yLOC.CS TY~ 9 i • 1 . • ' GATE YA CYE I•ViTH • AD~/!/.fTABLE ~"ALNf"
1. bbX
.E'EEP THE F/1T/i1iG ,c9oGT,5' F,EfE~' v~ED CtWC, SvPPp,~
o~ coi,Ce- TYPICAL BEGIN NEW LINE FROM . - ~T SHEET.
1 EXISTING GATE VALVE i I1 TN.E',/STBLOC.~S ~/,t/IE~/S/OrV "A " ~ ~ I NEI'l/ f?ATER [/NE
NTS (Oi ?J~`NS/D v .q " ~tinvFS) 77101CAL, TAPP/N6 L, TAPP/N6 S4EE11E AND VALVE
comme- CT/C I ECT/ON ~ETq/L.
Nrs Nrs
0 F
,ui 5' nmSNi 5410AS

OWNER OF RECORD: II CONSTRUCTION SE UENCE AND MAINTENANCE PLAN: N
BILLY L. MILLSAPS AND WIFE, COZETTE E. Q - L
MILLSAPS A. CONSTRUCTION SEQUENCE: ~
BOOK 393 PAGE 2130
1. OBTAIN APPROVAL OF EROSION AND SEDIMENTATION ~ ~ CONIf1UL PLAN. N ~
` -`'I 2. PLACE GRAVEL CONSTRUCTION ENTRANCE. ~ N
3. CONSTRUCT TEMPORARY SEDIMENT TRAPS, CHANNELS ~ U
_ AND DIVERSIONS. ~ Z
4. CLEAR AND GRUB AREA WITHIN CONSTRUCTION LIMITS. ~ ~
~i - , ' _ ` 5. ROUGH GRADE STREETS, CONSTRUCTING CHANNELS ,
J I- ~l l\ , AND DIVERSIONS, AND INSTALLING STORM DRAIN ~ ~
I I I PIPES WITH INLET PROTECTION SIMULTANEOUSLY. ~ 6. CONSTRUCT WATER LINES, SEWER LINES. ~ L
PROJECT , 7. FERTILIZE, SEED, AND MULCH EACH AREA ONCE ~ ~
LOCATION ~ SLOPES ARE GRADED.
, 8. INSTALL GRAVEL BASE AND PAVE STREETS. ~ J
, B. MAINTENANCE PLAN:
_ ~ ~ , ,
_ ~ ~ i 125 , , r-' , , I ~ 1. INSPECT ALL EROSION CONTROL MEASURES ON A WEEKLY BASIS OR AFTER EACH RAINFALL EVENT,
, I WHICHEVER TIME PERIOD IS SHORTER.
P-,=---_ P POLE ' 2. CLEAN OUT EACH TEMPORARY SEDIMENT TRAP OR
I I - I ` / I , P ~J INLET PROTECTION DEVICE WHEN HALF FULL AND - REPLACE STONE AS NEEDED.
, ~ / _ _ Q - - P 3. A5 VEGETATION EMERGES CHECK FOR ANY BARE ~ P P _ ~ -
, ~ -7 EXIST SPOTS OR AREAS OF SPARSE GROUND COVER AND
~ ~ , , 9 I EL 1121.13 i RE-SEED. i i \ 4. AFTER GROUND COVER IS WELL ESTABLISHED,
' ~ ' I ~ ~ , i \ _ REMOVE TEMPORARY EROSION CONTROL MEASURES,
- Q I ' \ ; GRADE THOSE AREAS SMOOTH AND RE-SEED. \
2 I ~ 7 ~ ' - _ - ,
1 \ , I , \ , i i
~ I ~ i i , TEMPORARY SEDIMENT TRAP
TST-8 N TURAL „!+~AL (DO ' N0. DEPTH WIDTH LENGTH WEIR LENGTH
4" SEWER I NOT DISTURB - Q - \ \ ~ (FEET) (FEET) (FEET) (FEET) 1
LEAN-OUTS @ I ~ ,1 TST-7 ~ I T _4 I__,, ) ' SERVICE ~ ~ - Q -1120 ~ M. H, A 2 ~ I 3 ~ , ''C 1 0.4 20.3 40.5 4.0
50 O.C. (TYP) I I SD-3 ~ ` ' LINE # ~ ~ I TS - 4 , 2 \ 1115 ~ ' e TST-3 SD-2 ' i ~ ~ 2 0.9 13.0 26.0 4.0
. _ I. CH 3 ~ I I ~ 3 O.i 28.7 57.3 5.0 ~
' ~ 125.00' ~ --°p-- -I_ I-..- I-.. , EXISTING 36 CMP - 4 0.2 30. o so. 0 5. o
~ - D-3 ~ ' ' S 0.9 10.0 19.9 4.0 SMALL-STREAM 3 -4 WIDE 6 0.9 8.9 17.8 4.0
e , . , III-.. II.II 25.00 ` ' ,AND 2 DEEP ~uuw„ i 7 0.2 25.4 50.8 4. D k,l~/r
' 8 0 ~ N 8 ~ ,r - - - - 861b4 2 I M.H. A-1 ` 7+5 0 6 46 44 W 4~1 - •72 ~ , -M. H. A-1 i - - 8 0.2 31.9 63.9 5.0 • S
\ _ -L_ ~ 0 608. ~ , 01 ~ ? . o u 8+50 6+00 + SS ~ , ~Ct' ~ , ~ ~ ~ ~ RFFk 9 0.5 42.3 84.6 8. D P
_ EXISTING M.H. ~ ~ ~ ~ STORM D_R_AI_N PIPE SCHEDULE ~ ~
111 - ~ PUBLIC ` . , a- ~ - ~ 12, 4 ~ , . , ~ % / ~ N T L PE DIAMETER ~ a
CH-4 ' ~ ~ _ _ ~ _ - S. 72 n ~ , ~ , TD-1 / ~ 0 LENGTH INV. IN INV. OU S 0 ~ v ~ y?~' /5 i SD-1 70' 88.60 86.40 3.14 42 ~ 4, ~
_ 125.00 ~ ~ ~ ' S 86°46 44 E TD-7 - - ~/y~ ~ ~ ~ ~;,Ir.l~..ll-..-.. ~ . ~ 5 GRAVEL INLET PROTECTION sD-2 50' ss.3o 95.70 7.20 1a" •,rd
+ r - 150.50 p old , _ ~ ~ SD-3 7. 12.50% 18" ~~d y _ 1 (SEE DETAIL) TYP 40' 102.50 9 50 yo
o C
~ - _ ~ Z2 N ~ , / / , ~ ~ PERMANENT CHANNEL SCHEDULE 7 S ° ~ , 10 x70 SITE TRIANGLE SHAPE: - - - -
' 1 A 7+ 17_ E N 1 ST ~TRE T A Q S 1i0 - ' ' 2~ ~ 3 • , V SHAPED 'S , r 22• ~ LINING: GRASS PEA SEEDING SPECIFICATION
- = STA 0+00 STREE~~, B TD 6 ~ w _ ~ S~° ~s ~ 5 0 +g'' ~ i CHANNEL TOP WIDTH DEPTH TEMPORARY
~ O I~ _ - A I \ BOUNDARY OF DISTURBED AREA I + W I TST 6 _ _ ? ~Q9,~ / / ~ UTILITY POLE TO BE N0. INER A ~ ~ FT. FT. L
- W I ~ TST-5 m I- TD-5 yF ~ TOTAL AREA DISTURBED - 2.37 AC: _ ~ ~ F _ Q ~ 1 I ~ ~ 9~ / ~ MOVED BY OTHERS cH1 a.o 1.o STRAW WITH NET ~ 7 ~ ~ ~ p0 - ~ i CH2 4.0 1.0 JUTE NET
~a - I 1= ~ ~ ii i CH3 4.0 1.0 STRAW WITH NET
1100 - ~ ~ ~r= I I I TD-2 / / / ~ CH4 4.0 1.0 STRAW WITH NET
i - I - - ~ ~1 , „ _ S 1 32 I- s ~ P~ ~ SILT FENCE (TYP) 5 ii
_ ~ - I , q ~ PERM_ANENT CHANNEL SCHEDULE
1 i ~y - ; - o / ~ SHAPE: V-SHAPED
_ 1 i , / 55 1 PV - ~ _ ~ / TST-2-~ / a ? LINING: AIP RAP TST-2 ~ o ~ ~
; 1 NATURAL SWALE -(D0~ 1095 I - I _ e ' O'~ r CHANNEL TOP WIDTH DEPTH d50 RIPRAP SIZE p ~ N0. FEET FEET INCHES ~
- 3 NOT DIST J ~ ~ ~ - - s-~, CH 5 4.0 1.0 12 ~ + ,.SD -1 z
, / ~ ~ CH 6 4.0 1.0 12 ~
, .1. + 1 Q L INS' ;~1VAGE R~~IVAGE -
loso------~, ~ I ~ - ~ SWALE ,N,ITA: LASS , lr I , 1 I-' ~ , - i , ~I TA: LASS,' ~ ~ TEMPORARY DIVERSION SCHEDULE p
~ . I EAN OUT - I B IPRA7`' AFTER 'RAC AFTER - SHAPE: PARABOLIC ~
VIVEN G. RAD R - ~ ' ~ - I ~ - EXIST1IUG M. H +--B NC~'bISTU~ED _ _ 35 _ , - - I ~ ~ , I , I bISTU ED LINI p Q NG. GRASS PER SEEDING SPECIFICATION
453 1705 , o ; W CHANNEL TOP WIDTH DEPTH
~ ~ ~ 4" SEWER SERVICE - 1oa5 ~ I _ I + ~ 1 TEM~RARY G V - N ~ , , STREAM IMPACT N0. 1 NO. FT. FT. ~RARY G VEL TD1 4.0 0.5
~ LINE #1 SILK' FENCE (T ) , ~I r CQNSTRUCTI E ~ TRUCTI ENT ~ CE rD2 4. o o. 5 ~
- CH-5 ~ ~ , CH-6 - - - I ' TD3 4.0 0.5
! , , i I 1080 ~ ' ~ TD4 4.0 0.5 ' TD5 4.0 0.5 " ~ il~
. ~ I 1 1 ~ , , , i ' TD6 4.0 0.5 i
G ~ + ~ ~ I ' TD7 4.0 0.5 i-?ENR - 4NATeR QUALITY
, - I I ' -Q ~ , ' ' TD8 4.0 0.5 WEr~~OS ~'D STORMWkTER BRANChf i
- ~n' 38 '
NOTES: ~ ~ ~ 1. CONTOURS FROM ALEXANDER COUNTY G.I.S. ALL ~ ~
1075 , ~ I , i SURVEY ELEVATIONS ON PROFILES ARE BASED p ~ ~
_ ~ , \ ~ ~ FAI_ WAY, OAK -i _ I , I \ I ~ I )AK L T 38 ON AN ASSUMED ELEVATION OF 100.00. - p O 2. NO BUILDING LOTS ARE TO 8E DISTURBED UNTIL ~ N ~
, : ---a- \ ~ ~ ;PLAT . B.0 0 K F ~ K P A 5 4 VEGETATION IS ESTABLISHED. TOTAL DISTURBED • ~I h
e / 1070 - ~ \ ~ ~ ~ AREA SHALL NOT EXCEED 1 AC. AT THAT TIME. 2 W 3. SURVEY BY CARL D. BUNTON & ASSOC. h ~ m a
~ ,
Q ~ ~ + I - ~ _ - ~ I WW••2~ I ~~w~ti
- TD - 8 , I OOCUQ~W 1105 4 (A O O aC
3 7 \ e I I I \ 'x 1100
\ v
rD-s I I \ Q I \ 1095
+ ~ \ \ 1095 \ - \ \ \ \ \ \ I , \ \
P ~ TST - 9 + 50' TAPER ~
- 1 _ \ 1090 I Q Z (REQUIRED FOR W ~ ~
I ~ 1085 LESS THAN 26'} ~ H
I 5 , u, - - 70' ~ ~ Q
~ ~ , ~ ~ ~ SIGHT TRIANGLE ~ ti
s _ I ~ ~ f 1080 \ \ ~ C/L 10' R - 30 R 30' > ~ W H o
1065 I~ SS - ~ 1080 45' W Q RW ~ h ~ ~
I ~ \ I 1070 ~ I ~ I - / . \ I \ S _ ~ S ~ , , I ~ _ - - N - - ~ m
, , g' R=30' - R=30 W J w ~ N Uj Z ~
1 , SS - , _ SHOU DER PAV MENT S OULD I STOP p ~ o
' SS SS__-- SS ,t ~ oz o.02 EDGE OF PAVEMENT EDGE OF PAVEMENT U ~ z o.os ° o.oa - - (n ~
~ ~ ~ ~SS SS i' \ _ - i-\\ ~ $S~pPE 3'7 ~pPP' W ~ W 5 EDGE OF PAVEMENT EXISTING ROAD EDGE OF PAVEMENT U ~ ~ ~ Q W ~
' , - _-SS \ ti ti 1~
\ ; \ RECOMMENDED ROAD CONNECTION ~
\ ~ ~ o y ~ Q i
\ \ - \
\ - , ~ , r ~
, , , , H ~ Q
, , , CURVE RADIUS TANGENT LENGTH DELTA DEGREE CHORD CH.BEARING ~ lL
, ti m
C-1 127.50' 66.35' 122.35' 54°58'53" 44°56'14" 117.71' S 05°07'48"W
STREET CONSTRUCTION SPECIFICATIONS: C-2 25.00' 25.00' 39.27' 90°00'00" 229°10'59" 35.36' S 77°37'11"W
C-3 202.50' 53.12' 103.90' 29°23'55" 28°17'39" 102.77' N 72°04'47"W
1. ALL EARTHWORK SHALL COMPLY WITH N. C.O.O. T. RF(JIITRF~UFNTS. ALL FILL MATERrAI SHAI I RF .5111•TARI F FARTH FRFF FF ~ - -
OF ORGANIC MATTER, LARGE ROCKS, OR OTHER DEBRIS. FILL MATERIAL SHALL BE PLACED IN 6" TO 8" LAYERS AND C-4 25.00, 25.00, 39.211' 90'UU'DU" 229"1U'b9,, 3b.30' J 41-40'44"L
COMPACTED AFTER EACH LAYER IS PLACE SUCH THAT ADEQUATE COMPACTION IS ACHIEVED. EXCESSIVELY WET OR DRY C-5 25.00' 11.85' 22.12' 50°42'13" 229°10'59" 21.41' S 28°34'22"W
MATERIAL SHALL NOT BE USED. FINAL COMPACTION AT SURFACE OF SUBGRADE SHALL BE 100% OF STANDARD PROCTOR. C-6 50.00' 23.69' 44.25' 50°42'13" 114°35'30" 42.82' S 28°34'22"W SHEET
2. AGGREGATE BASE COURSE (ABC) SHALL BE FROM A N.C.D. O.T. -APPROVED QUARRY AND SHALL BE COMPACTED TO 100 % C-7 50.00' 50.00' 78.54' 90°00'00" 114°35'30" 70.71' S 41°46'44"E 's
OF MAXIMUM DENSITY. C-8 50.00' 50.00' 78.54' 90°00'00" 114°35'30" 70.71' N 48°13'16"E
3. THE GRADING CONTRACTOR SHALL PROVIDE INDEPENDENT SOIL DENSITY AND ABC DENSITY TESTS SUITABLE FOR C-9 50.00' 23.69' 44.25' 50°42'13" 114°35'30" 42.82' N 22°07'50"W
DOCUMENTATION TO N.C.D.O.T. C-10 25.00' 11.85' 22.12' 50°42'13" 229°10'59" 21.41' N 22°07'50"W
4. ASPHALT PAVEMENT SHALL BE N. C. D. O. T. SUPERPAVE S9. 5A. THE ASPHALT CONCRETE SHALL BE SUPPLIED BY A QMS CERTIFIED SUPPLIER. THE PAVING CONTRACTOR SHALL CONTACT THE LOCAL N.C.D.0.T. DISTRICT OFFICE AT THE C-11 25.00' 25.00' 39.27' 90°00'00" 229°10'59" 35.36' N 48°13'16"E F
TIME PAVING IS SCHEDULED TO ALLOW D.O.T. PERSONNEL TO BE PRESENT WHEN SAMPLE CARES ARE TAKEN. C-12 157.50' 41.32' 80.81' 29°23'55" 36°22'42" 79.93' S 72°04'47"E

GENERAL WATERLINE INSTALLATION NOTES: a~
1. THIRTY-SIX INCITES (36"J OF COVER TO BE MAINTAINED OVER PIPE AT ALL TIMES. ~
2. PIPE IS TO BE AWWA C-900, (DR•18 OR DR-14 PVC AS ~ ~
INDICATED) IF 6" OR LARGER, AND ASTM D-2241, SDR- ~ ~
13.5 PVC IF UNDER 6" SIZE. USE AWWA C•151 CLASS 350 .y ~
DUCTILE IRON PIPE IF REQUIRED. ALL PIPE TO HAVE NSF ~ N LOGO. ~ U
3. CONCRETE BLOCKING TO BE 3,000 PSI AND BE PROVIDED ~ Z
AT ALL BENDS, TEES, AND PLUGS. •C ~
4. GATE VALVES TO HAVE ROAD BOX WITH EXTENDING STEM O AND CONFORM TO AWWA C-509. 2" GATE VALVES TO HAVE ~
THREADED ENDS. ~ ~
~ 5. 3" THROUGH 24" FITTINGS ARE TO CONFORM TD AWWA ~ ~
C-151 AND C-153 AS APPLICABLE. O O ? 6. FIRE HYDRANTS ARE TO CONFORM TO AWWA C-502, LATEST d' ~
REVISION, AND BE OF THE TRAFFIC MODEL TYPE WITH A v
6" MECHANICAL JOINT BOTTOM CONNECTION, 4 ill" VALVE ~
OPENING, 3'6" BURY, AND BE EQUIPPED WITH ONE 4 112" ~ PUMPER NOZZLE AND TWO 2" HOSE NOZZLES.
' 7. ALL PIPE LAYING AND BACKFILL COMPACTION TO BE IN
ACCORDANCE WITH MANUFACTURER S RECOMMENDATIONS. _
8. TESTING SHALL BE CONDUCTED UNDER A HYDROSTATIC PRES-
P P P P POLE SURE OF 150 PSI WITH MAXIMUM LEAKAGE OF TEN GALLONS PER INCH OF PIPE DIAMETER PER MILE OF PIPE PER 24
P _ _ HOURS. RATE OF LEAKAGE SHALL BE DETERMINED AT 15
Q~ P MINUTE INTERVALS FORA DURATION OF TWO HOURS. ALL
EXISTING M.H. P ~ TESTING SHALL BE IN ACCORDANCE WITH AWWA C-600 AND Po~E ~ C-605 AS APPLICABLE.
2 9 EL 1121.13 \ 9. STERILIZATION OF THE LINE SHALL BE CONDUCTED AFTER
ICI Q \ THE LINE HAS BEEN THOROUGHLY FLUSHED UNTIL ALL EN-
28 I I \ TRAINED AIR, DIRT AND MUD NAVE BEEN REMOVED. THE \ ~ CHLORINATING MATERIAL SHALL PR VIDE A HL AINE D A 0 C 0 OS GE
2'7 26 25 OF NOT LESS THAN 100 PPM AND SHALL BE INTRODUCED IN
AN APPROVED MANNER. THE RETENTION TIME SHALL PROVIDE
24 STA 8+40 (WATERLINE) 4 SEWER SERVICE NOT LESS THAN 10 PPM OF CHLORINE AT THE EXTREME END
END NEW 2" WATERLINE LINE #2 1' MIN. VERTICAL OF THE LINE AT THE END OF THE RETENTION PERIOD WHICH
WITH (1) 2" GATE ~ I I Q ~ \ SHALL BE AT LEAST 24 HOURS. SOLUTION USED FOA STEA7L- \ ZATION SHALL BE DISPOSED OF IN AN APPROVED MANNER AS
CLEAN-OUTS @ 50 SEPARATION (TYP) 4.. VALVE BOX AND 31 WATER SERVICE \ >ERVICE DIRECTED BY ENGINEER. THE CHOICE OF CHLORINATING AGENT
> 0. C. (TYP) I I BLOW-OFF ASSEMBLY. Q CONNECTION (TYP) \ SHALL BE AT THE CONTRACTOR'S DISCRETION PROVIDED THE 'TYP) METHOD OF SANITIZING THE NEW WATERLINES IS IN ACCOR-
~ DANCE WITH AWWA C-651.
4" SEWER f0. FOLLOWING CHLORINATION, ALL TREATED WATER SHALL BE
_ CONNECTION (TYP) Q YP) 36" CMP THOROUGHLV FLUSHED FROM THE PIPE UNTIL THE REPLACEMENT WATER SHALL, UPON TEST, BOTH CHEMICALLY AND BACTERIO-
- -
8 00 - - S 8604 44„ M.H. ~ _ ~+5 -0 7 0 ~ _ E_ 140.01 ' M. H. A-1 _ LOGICALLY, BE PROVEN EQUAL TO THE WATER QUALITY IN THE +?~~~W EXISTING WATER SUPPLY Y TEM. AL FL HIN H `S'b ~b ~ S S S0, US G S ALL BE A ~
o~ n 6+ 6+00 + SS CONTINUED UNTIL NO CONTAMINANTS ARE VISIBLE IN THE WATER.
_ _ n + +50 5+00 _ - - 4_+5p e 4+00 18" MIN. VERTICAL EXISTING M.H. DURING THE FLUSHING PERIOD, EACH FIRE HYDRANT AND BLOW- OFF SHALL BE OPENED AND CLOSED SEVERAL TIMES. FLUSHING C~~ ~ •
- _ N - + 0 SEPARATION a ; .c ~ . VELOCITY SHALL BE MINIMUM 2 F.P.S. OR AS DIRECTED BY
NEW 2" SDR 13.5 PVC _ _ _ ~i _ _ ~ ?,~50 / ENGINEER. THE CONTRACTOR WILL TAKE SAMPLES OF WATER IN % ~ ~ N / : ~
WATERLINE _ N Q 55 ~ PROPERLY STERILIZED CONTAINERS FOR BACTERIAL EXAMINATION. •~N ~ w` THE STERILIZING SHALL BE REPEATED UNTIL TESTS INDICATE .~O • y~
O} STA 7+60 (WATERLINE) I I ~ ~ 2x 2x / ~ THE ABSENCE OF POLLUTION FOR AT LEAST TWO FULL DAYS. THE ~~,y~
STREET "A" _ + ~ +0° STA 5 90 (W ERLINE) I + Op ~ / / / UNIT WILL NOT BE ACCEPTED UNTIL SATISFACTORY BACTERIO- n~~~~
NEW 6 DR-18 PVC ~ N STA 0+00 (WATERLINE) (1) 6x6x6Q EE WITH o ~ ~ / LOGICAL RESULTS HAVE BEEN OBTAINED FROM A TESTING LABORA- ~ TORY APPROVED BY THE STATE OF NORTH CAROLINA, AS PER
34 „ „ WATERLINE STREET B (1) 6 ATE VALVE, w 7x / ~ RULE .1001(b).
'k / s' ~ 11. ALL MATERIALS AND WORKMANSHIP SHALL BE APPROVED BY THE ~
° (1) 6x2 TAPPED TEE, BOX, D F.H. I ~ / ~ / ENGINEER AND DINNER. NO CONSTRUCTION SHALL TAKE PLACE ~ / q WITHOUT 24 HR. ADVANCE NOTICE BEING GIVEN TO THE ENGINEER ~
I ~ 1 6" GATE VALVE m I NEW 8 SANITARY I ~ I Q ~ r 0 ii AND THE OWNER. ~
AND BOX, (1) 2 GATE SEWER (LINE "A") I I , EXISTING 6 WATERLINE w ~
VALVE AND BOX 1 3 ~ ~ / ~ ~ ~ ~ / / TOWN OF TAYLORSVILLE SYSTEM ~ w
6x2 TAPPED M.J. PLUG. 32 ~ s5~ / ~ o ~ ss xs ~ Q
~ BEGIN 2 NEW 2" SDR Q ~ ~ 31 i, 0 2 ~ ~
" ~ 13.5 PVC WATERLINE - w o i ~ S u~ ~ - ~ J ~ ~ s / 0 ? ~ W ~
- ~ EXISTING M.H. I EXI s +4p ~ O EXISTING ~ ~
I Q Q S 33 w / ww SANITARY STA 0+00 3 ~ ~
NEW 2" SANI SDR-13.5 + BEGIN NEW 6" DR-18 DR-18 PVC vwi ti
PV ° _ _ _ I ~ SEWE C WATERLINE + SEWER WATERLINE WITH 1 6x6 TAPPING o ~ ~
cw e ~ + _ _ \ + ~ ~
I (2) SLEEVE, VALVE, AND BOX, (2) 6 Q o 2 " ° 6 45 90° BENDS ROLLED FROM ~ ~
VIVEN G. RADER / BED i ~ ~ BENDS ~ HORIZONTAL ~ Q ~
35 ? - _ - o _ I ~ 453 1705 Q h ~
EXISTING 8° 4" SEWER SERVICE ~ / ~ ~ O O U
a SANITARY SEWER LINE # 1 +
? 2 W 30 LF 12"0 0.250 WALL ~ a o z
CLEAN-OUTS @ 50' STEEL BORED ENCASEMENT Q
38 0. C. (TYP) + P ~ / 1 w
J Q
+°t / I 1 M +
Q I
38 38
- o
ss I ~ FAIRWAY OA KS r 0 Q OAKS 0 8 -~O L T 3
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e wui ••Zcn oQ~3~
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e I I STA 4+10 (WATERLINE)
I 1 I I END NEW 2 WATERLINE
e ~ I + WITH (1) 2 GATE ~ 1
VALVE, BOX, AND
Q + BLOW-OFF ASSEMBLY
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`L- WILES LL-
SANITARY SEWER PROFILES SHEET
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,vV1~.24,vr G' 9,gY" /i1/TO,o .SilE~?L`2' C.• E%'ti
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- / .!'JE?.RG ~ ~I fiit/AG ~Lll ~ r~I N .9 -9T L /SST CG. /
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~ r_. B,4CSrFir1_ O CO/liL". D.L.' {•t/~L7 (JNO/,57Ci~~D L/.VO/S S G ~E",O _ l Aic}~,5 s vim _ Gv~° GE•it-L 1
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C /Y7nvcis»Bl~- C.45r ~ A.~io,PG~O IqC ~%PO.v /:4LyL~ BOX ~ mfr S7".4N0~9iE't7 ~ O/ ~Cv~" C_O,•v<~/T,O- r/•S ~;,t7T;r-1%SL /E` - _ ~
BOX) EKC,4 //.QT~O~t/ i E?c!',4i,9T,'IL.L~ • 1 ~ • ~ .0 sG5'O$El~O jf//7;y C'D~t•G-
-~,PAatl "G,4Tf- Y.OCYE G.97Z- .a~tr CO,-c9/':YlTEO r ttiKT~1'' ~!-?,,~,iQ . ''trrl'L7J.S'r'lr'CL"Y
T~'F CO.I/it/~ C' 77 YAC Yom- ~S~C.C'f iCL. TY~/C~ Ti~~NGr.~/, ON
72~ /1/"47Z~~ ~YI,9/.V _ I ~~9 w.4nre ti~ i~G ,uo.~ cv.4c wq~ !j<<~",~ "J
.N,9/.</ _ r CoNC• ~',9S'~'G
.off Ord-.' s EE i~=-Q,t.~S F~ (r t
CU s0 0.~ V _ ~ , T.v •',e.,`d". J•.:J , (_'O, br'..5•/iio~`~'T P.90 3 _ ~ ~ , • , S `fi`r'/~iY' C t~~ V 7 ~ +'S)
C.P4~ E~ n 2 ~ ,p~~ i r/7C/~~ tv~._~ •t.::~:'.'•: i:.:~ <.PE000. D~V G• Y. s /O 4 lV~/5,ti'f'O .SrCi~~E" U,uGv3TU.fI~~o O.E' Q/TU.2/1/,VavS J 4 io" i.i
Eia,2TN Cov7~"O) T"Yl°/C.,~L ya°T/C~ G~4TE y~9G/~ C" ,5' JSS u G T
/8 r , 8 X 6 Cc~.t~C.eE7~' Cdt2'.@C7L'' SU.oPO.eT PAO /.w?'1AGG.4T/LLt/ ejcK.'ASGVJr~/T
$~"CT/O~/ rG' A
TYf'/CAL ~CL7U '-Y.°C~ F/,~E .'~VU.E:y.Li'- /,L~l'.il~~i`~7;.,Lt/ 90°BE%,f,/O J1''/%Jti' {fi~- - ~GG•tiG~O ovL7 Y
b - ,9
~ ,eE ~ CASY /iv TOE a SEEUINC SPECIFICATION
__.[•ti r 3:l Slopes or Flatter sue- 4,v5 ,hoe 0
i :t..: LErt/GT/~/ of Cates. 1. Apply agrlcultural lime et the rate of 90 Jbs/I(NIO s(.
° - ;dx/BX•ir c~~. scNEG~cEQo [_E,NGT.~/ ® 2 ~ E C,4 , ~Q Q PAD (C//f/CG3'`S G,9C v,A~1//ZE4 ~t/ S E' E~t/C,45E%r2-.[iT 2. Apply 1D-10-10 commercial fertJllizer et the rule of 2D Ibs/10(10 sL 3. Seel in accordance with the following schedule.
e Fi~viSN~ld OTiS'E~°rf//SE $7Z ~G P/f~`r .fEE /~G.9N5 ,~p,2 i;6T[' TYPE I'I,ANI'INC RACE
a ~ 6Q~~ V so~"Ci6iE.v~ ~ ~o U A ~ August 15 Nuv. i Rebel Fescue 3(10 Ibs/acre
1 N ,ovduS~.~'E T,P~,s~ /NG E•T.9 ~ / Nur. 1-Flerch Im Rebel Fescue ±nJ AL[uzzl Rye 31111 IbsJane auJ 25 lhs/acre _ Flarch I-Aprll 15 Rebel Fescue 31N1 !bsJane
April 14-July 30 (lulled BermuJegraes 311 ii~ara:.re rrpr ngva
Y,3 CU YO. of C'L~.ot?. O,E' lv'cYio a,eas~z o.2 ~ f CO~P.QC'TEp E.~'.Pr;y BCG'C-C/i?6 (G1e Cgt/C. T/+`,P!/ST July IS-August 15 Rebel Fescue and Millet 300 Ibs/acre w~~rr Pysc'i
wi9Sf/EO STV~vE B.9C.L'F/GL- .9PP.E'OI/~`'O 'B~°~-'e •BG/G.CN~4O ~ _ ~ vgcs~ .BDx~ Oo,H~,q,~~-O BcOC,C (c~o7N ~~SJ - ~ • ~ r~ ~~.fr5' For° ivgGC. 4. Flinch with sUaw applied at the rate of 15 lUU Ibs/lUUO af. ~ ~
CavC,eE7~- ~ Ao~///STA~gc~ C4,5~'' ~ .dAC~'F/CG : , I` I, .~ic~- ,C3.9iti1 ~%tte L ~ ~ ' ^ er'''r : •
SU.~/aJ~T .o.AO /,e0i1/ Y~9 G ~ E' .BOX G.g7cr' Y.~i'Lr - / r.. I ~ q. ~ m Slopes Greater than 3:1 =Q>;y ~ Z~
ANO T'`',PUST ""~T.v.C'E4pEp ,PG1L' - ~~A "I I. BGOC,e O.e,4/~s/ (6AG I'. +~t~iZG'O O.P ° ' •a ~ . n; 1, •V• ~ i •W N ' 1. Apply agrlcultural 1lmeal the rate of 90 Ibs/1(NN1 sf. .yi,~ 2,
~~~T G "G-Q~ B/TUM/.u0U5 W,4T~,e ~ n' .ar IL'=i a>~~1~-;• - Sb° ~-j(/p CA.`°.E'/c`~ i°i.2c. i.'. 0 • w 0 2. Apply 10-11)•10 commercial [ertlllfzer at the rate of 10 Ibs/l(Nx) af. K • - (SEE~Ci9NS Fo,e 3. Seed in actor ante 1 he all • • c.`~
i i•~ .w r..LiYE~ C0.47L~OJ i . /11Q/N a~~1~.--r~ - - \o ~ i _ _ J w th t f owing schedule. ~~y GEiLtSTif' ,clv0 •s?2t~~ ~4 ,r,~r
p ~ , UATE TYPE I CANTING RATE ~hrr 'trt rrtr
' •a ' t . r~,EL~AGL~ .PODS ~-ft~°~°EO ~°GGY O.e March l-June 1 Serlcea Lespedza 50 Ibs/acre Flarc6-April 1 AJd Tall Fescue or 15u Ibs/sue
1 ..0. O. C T.~O 'G (~P T/ycC-/RI/f-G ~i< ecoQ.G r /.voa B/ urH 5 2 " ov>G~T s,~ March-June I Weeping Lovegrass 5 1Ls/acre
i • ~E CO.[~ f/ECT/GW .97r~p T S'O AGG. WOS TD BED, TD iGt~~° it4A/i(/ ~ G~iV6TH sue- ,c~,q~. FaP Siz6 Jwre-September le Tall Fescue end Brown 1bp Millet 60 Ibs/acre b 75 Ibs/acre
MEr?'f.'.9it/iL"AG ~/O/.ti7' TN,P!/ST BCGY.C TYO/CAL BGDyI/-Off ASS~/YJ,~L„y «~`y ~T September-March 1 Tail Fescue end Serlcee
vvc.ESS DT,vEQ ~visE' UNO/S7T/~~DFi9.2Tif' .SVEC/F/EO ~ BO.~°/iVG ANO E~(/C'„"9, Lespedza 150 Ibs/acre 8 70 Ibs/acre /O E~C•95'Eiy~~y~- pE7,q/L. 4. Flinch wllh strew a lied at the rate of 75-?1N1 Ibs 1(1(10 s
PP / tend anchor with asphalt
90° dE/VO W/TiS~ TYG.'CAG yi~/,e(i.ST BG oC'k rY"~~ Fi,E'E f/Yo,E39~VT emulsion tack coat applleJ •et the rate of 14-28 gut/IU(N1 eC,
- - ~GUGGF~ Eitb /.y,3'T,4GG,4T/pmt/ 'Miv. o,e b /o "'temporary, re-seed September 1st recommended rates.
~ TO E.O. P. F0.2 ,Q9lgp~py, ~ 9.E .ll7tgD/xGpYS o .4 ro ~ C. ~
A Fist//s',S'E'O cse40E ~ G'.G'ABC'fO.C~ O,PIIL-S- ti° .ElaGO~ygys E•o. r SEEDBED PREPARATION NOTES ~.C~ O~P~1L"S •
1. Surface water control meeauree to be inetelled eccorJing ro plan.
A/Z A/i l'./,JT /.t,' TOP ~ s . Or T ~ ExiSriuS • ~ l/N S U,ecgEh _ P 2. Areas to be seeded shell be ripped end spread vith available topsoil 3" Jeep. 7btal yc,~ s , •:•t fit'sTi.[d: seedbed prepared depth shell be i"-6" deep.
I " i o"o~ ~ ~ 3. Loose rocks, roots end other obstructions shall be removed from the surface so that
' ' o s' Colt-C'"E~E7~ nY'"PUST .BC.ax : C . ~•~F~'veE I ~....9 ~ ; ~ TN,eUST /t?X// ~C~ CO.bL". COU,eSE(`I-2~ / o ~tp they will not Interfere with estebllshmtent end maintenance of regetetlon. Sw [ace / [ur final seedbed preparation, at finish grades shown, shall be reasonably srmuol6
CGt-t2~~E0 and un![on. e F/GC- 4. If no soil test !s taken, fertillizer end lime to be according to seeding speciflcatlous.
Or,S'E,ef't~is'E 2 SC/J~AGC,E ~ o ~ ANC S/Tq~' .reO.QO,S , • In eddition provide 15 lba/100(1 sf of auperplrosphale.
•4'... i'i C%~O~STV.PQ+SO 5. If soil test la taken, provide lfine and fertilizer according to soil less report. ~'`°T'~'' 6. Lime end fertllll:er shell bs applied uniformly end mized with the soil during
1 QA~_~ seedbed preparation.
cEiI/T ,eEi°~9/
c'A5r /,E'O.v rE~ iut/Oi o yAL vE ~DX 1 S7r/~P~' GRADED SLOPES AND FILLS
EA,2Tif' ~ M~'~ ALAN ECE//.9T/D.V \ Cv~?C• D,P /f/DOO ~Qm"~ ~'M~~ EX SU,~F.SF.'L~ The en le far raded sloe f ~1~Q7t"~ EX.;P`%y 8 8 p s and ills shell be no greater tbau the angle which ten be
B C.e ( .v! C ~ retained by vegetatlre corer or other adequate erosion eantrol devices or structures. _ Lr any event, slopes left ezposed shell, within /S working days o[ completion of any
TyP. T.y,2U5T- BGOC~ FOB TEES .q,~.oearEO B.gC,r Ficc. I tw,lYx.1,g ~ " s 0 Y.9G 'E" ~`l ~ I ' ~ l•'~~••'~ ' ,'•m~'~ : phase of gredfng, be planted or otherwise prorlded with ground cover e d vices, or
~ 1 ~ 4,~,, .0 Y. I structures sufficient to reetreln ~ : • . ~ - erosion.
I 0 o' /b" ,a- CRUUNU COVER
~ri~/OiSTU,eBE~ CD C,PE7~ P ' I. I ' ~ .r. ao ,r. ao..•~,r,
E/~,e TiS~ TiY,pU.57- BC-OC'.f c. a ' %9Gl E . { I / f Whenever lend-disturbing ectfrity is undertaken on a tract cumprisln more than one ~'O~~'O~~ sue, and if more than one contiguous acre ie uncovered s round co er ~
C .PETE , ' _ _ V ' ;-r =-1r17.~ ' E9 NFi B r aufflctent to ? - / '~°T restrain erosion suet be planted or otherwise prorlded within is working days on that
~ Th',2US> ' - ~ = _ -90 ° BEND Q - ur / BCOC.~ 1 I - - - -~11' portion of the tract which further attire construction is not being undertaken,
' ~ ~ W EIINR mny require additional erosion control measures as required. Q,
4 A U.r/O/STL•l~°•BED ~ ~.erv 0 a ~ ~
~'a1/C• TN,f'u,Y t~G1.q~1//ZEp O.e ~ 7"YP _ z ~~oM
BEti/ ' - ~ COit/C.'.~E Aio~ B/T~/,M/,td~/S C'Dq~OJ ~-NO ut/O/,ST-L ;E'er O
~A,[~r/Y z o~~a 3 w ~ -
v/ ASV t ~CEI %9T/Oa/ 7 YP/C,9L BLOyi/-O~i- ~4SSE/iDBGY /it/57,QG~,gT/Qt/ a ~ Q > ~ J
TYP rrveUST BGOC~ C'oe <gE/VOS ~`a~ 2 " /vqT~ G/~ ~ a u w~ Q~ ~ . Q, ~ ~ ~ N !r ~
~~'~T
CD,v(",PE?~' .fie T.'/.PE'AOEO ,POD ,~r-~ r,%EY/SYQCLL.C (GAL{~A~V/ZED D ~ ,~/.t/.
h ; . a , a.T~,~/,~Qas c agTEOJ S'~ ~e.9.5~-/~,v; ~ '~95~'/l~Jf/T Pi~E
i~d GU ' , , _ P G _ ~ N~ ~ p ,
~ - -x;-14 ;,r Q ~ *ir C Y
t" ~ .
uvaSrrie~o E '
F/`~~'T~`~' 'INISH[D GRADE ?f e~,eg .~.r/~ GvTr~ /s
TY/°• TH<'UST BLOCK FO,E' PLUGS f,,, ,•,'•.__.s~~;.,;:° ul m In'n. o~u~ ~O~ T.S'E" EiYC'.S'~x`-i~i~'~'
uia ~1 ~~F'=:w . 5yi9GG E-,rTEii/p 3'$~.S'/•f~~ !~!/.E'B S~~'T/Q.~S. ~
S/zE °~/VO ZZ~2 °,~i7/O pCS°GIE.vO 9D ° ~E/t/D ~ f'E a(~G In: _
CDM~ACTED EARTN SACKFiII Z - to /Z /Z /L /(o /!i / Y
8 /L /Z /G ~ ZL /8 ADJUfTAlIE CAST IRON N N. T S.
/o /L ~ to Z$ gg ~?Z vA~vE eox '
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/ 5r~,/~cs.~,~}- caT=o,~,~ ovrc~/' PERMANENT i ~ ~ " ~Z " QA,P.C'EG r'~. ~~y REVISED 02127104 3MANENT & TEMPORARY SEEDING SCHEDULE 1. SURFACE WATER CONTROL MEASURES TO BE INSTALLED ACCORDING 70 PLAN.
m z oE~ D o21z~1oa 2. AREAS 70 BE SEEDED SHALL BE RIPPED AND SPREAD WITH AVAILABLE TOPSOIL 3" DEEP. TOTAL SEEDBED PREPARED DEPTH SHALL BE 4" - 6"
SF.1~/MEi!/7' 8f•1S/~/ Cti°OSS- 5~c.'''!"/G~t/ DEEP.
/ ~ 3:1 SLOPES OA FLATTER. ~ ~ a--~~ F/GTE.e G~9YE.e OPES OA FLATTER: 3. LOOSE ROCKS, A007S, AND OTHER OBSTRUCTIONS SHALL BE REMOVED FROM THE SURFACE SO THAT THEY WILL NOT INTERFERE WITH ESTABLISHMENT AND
~ 1. APPLY AGRICULTURAE PLY AGRICULTURAL LIME AT THE RATE OF 90 LBS11,000 SF. MAINTENANCE OF VEGETATION. SURFACE FOR FINAL SEEDBED PREPARATION, ~{I
2. APPLY 10.10-10 C01 yEG~'T.9T2°fJ Y-S.l/.tirf~:p C.~.~AN~t/E'C N//rN 5r~c.~' CEiYT~'..~ 1,~E,q/,I/ ~ 3. SEED IN ACCORDANCI PLY 10.10-10 COMMERCIAL FERTILIZER AT THE RATE OF 20 LBS11,000 SF. AT FINISH GRADES SHOWN, SHALL BE REASONABLY SMOOTH AND UNIFORM. `l ' ED IN ACCORDANCE WITH THE FOLLOWING SCHEDULE: 4. IF NO SOIL TEST IS TAKEN, FERTILIZER AND LIME TO BE APPLIED
' DATE: ACCORDING TO THE SEEDING SPECIFICATIONS. IN ADDITION, PROVIDE 15 Q ATE: TYPE: PLANTING RATE: LBS/1,000 SF OF SUPERPHOSPHATE. 1
AUG. 15 -NOV. 1 UG. 15 - NOV. 1 REBEL FESCUE 300 LBSIACRE 5. IF SOIL TEST IS TAKEN, PROVIDE LIME AND FERTILIZER ACCORDING TO
NOV. 1 -MAR. 1 Iy ~ . OV. 1 - MAR. 1 REBEL FESCUE 120 LBSIACRE SOIL TEST REPORT.
MAR. 1 -APR. 15 RYE (GRAIN) 120 LBS/ACRE 6. LIME AND FERTILIZER SHALL BE APPLIED UNIFORMLY AND MIXED WITH SOIL I AR. 1 -APR. 15 REBEL FESCUE 300 LBS/ACRE DURING SEEDBED PREPARTATION. ' ,
APR. 14 -AUG. 1; .YO7~' a s.. OGOSS ~ S7L~Yc~' PR. 14 -AUG. 15 REBEL FESCUE 300 LBS/ACRE
b racG..~'/Gr~~e ri- /z .v c. oo,r ,~,i,,/, ~ , 91,E s7 Jt/.45Y/sr'O ,5•~S.vE' <c>sf, GERMAN MILLET 25 LBSIACRE GRADED SLOPES AND FILLS:
TQ ~E iii!/.E'.9~'/ 7'QOX 4. MULCH WITH STRAW ~ 0.2 EY?U.9G . LCH WITH STRAW APPLIED AT THE AA7E OF 75-100 LBS11,000 SF. THE ANGLE FOR GRADED SLOPES AND FILLS SHALL BE NO GREATER THAN THE ANGLE
~•l GREATER THAN 3:1 SLOPE /8a~ cv, ,~-r/,x,~ . k WHICH CAN BE RETAINED BY VEGETATIVE COVER OR ADERUATE EROSION CONTROL R THAN 3:1 SLOPES: DEVICES OR STRUCTURES. IN ANY EVENT, SLOPES LEFT EXPOSED SHALL, WITHIN
~ ~ ~ Q F/GT~",~ GAYc~" ~ 1. APPLY AGAICULTUA,4L 15 DAYS OF COMPLETION OF ANY PHASE OF GRADING, BE PLANTED OR OTHERWISE tt,, SLY AGAICULTUA,4L LIME AT THE RATE OF 90 LBS/1,000 SF. PROVIDED WITH GROUND COVER, DEVICES, OR STRUCTURES SUFFICIENT 70 V
Z,I ~ ~ (G~A•~. p,E,' ,c~q,~, f,,"' 2. APPLY 10 -10 -10 COS r`~ °LY 10-10-10 COMMERCIAL FEA77LIZER AT THE RATE OF 20 LBS11,000 SF. RESTRAIN EROSION. Y
3. SEED IN ACCORDANCE ~D IN ACCORDANCE WITH THE FOLLOWING SCHEDULE: GROUND COVER:
~",eAPa~Y0.9G .P/`'.E'.9.~' l'yAN.t/E"G .1. ,l I ,...1 , .a 1 ,1 - ~ -x'1/.2 F/ 7'q0 h D~° DATE: / v ,q JUN. 1 -SEPT. 1 ATE: TYPE: PLANTING RATE:
C ~~C'r/d~(/ SEPT. 1 -NOV. 1 JN. 1 - SEPT. 1 TALL FESCUE 65 LBSIACRE AGROUND COVER SUFFICIENT TO RESTRAIN EROSION MUST 8E PLANTED OR BROWN TOP MILLET 35 LBS/ACRE OTHERWISE PROVIDED WITHIN 15 WORKING DAYS ON THAT PORTION OF THE PROJECT
•~v/ d~1/ EPT. 1 -NOV. 1 TALL FESCUE AND 150 LBS/ACRE AREA WHICH FURTHER ACTIVE CONSTRUCTION IS NOT BEING UNDERTAKEN. 'O
/3 „Y- - Mit/. GY~F/GG to ~'a.~' UNSCARIFIED SERICEA 70 LBS/ACRE LESPEDEZA **NCOENA MAY REQUIRE ADDITIONAL EROSION CONTROL MEASURES AS AEOUIRED**
,~j'F-')7`CEMC/YJ"' NOV. 1 -MAR. 1 7V. 1 -MAR. 1 RYE (GRAIN) 120 LBSIACRE
MAR. 1 -JUN. 1 I sr ~aii , ~ ~ n. 4R. 1 -JUN. 1 REBEL FESCUE 150 LBSIACRE LAWNS: TALL FESCUE 150 LB5IACRE
r{ C"r V . ~nr-,~-. Q vv --~1 ~ ~,~RZ / S/~ ~Gy~,~.~~~,v $Y. TEMPORARY SEEDING EXISTING LAWNS THAT ARE DISTURBED SHALL BE AEVEGETATED ACCORDING TO TILE
V ~~p SGO.~,E ~ ~ - Ul.''r 1]Ua .c~ P•~5$ G ,cq~'~iV MPORARY SEEDING IF NEEDED, RESEED SEPT. 1 A7 RECOd1MENDED RATES. A80VE SPECIFICATIONS WITH THE FOLLOWING SPECIFICATIONS: ' 1. ONLV REBEL FESCUE SHALL 8E APPLIED.
~ ~ ~ ~ ~x / ~ h ?r~{~', ~ ' S~~C•PG SE,7~`~ J~i° CF 4. MULCH WITH STRAW A .CH WITH STRAW APPLIED AT THE RATE OF 15-100 LBS11,000 SF AND 2. DO NOT USE APHALT EMULSION TACK COAT.
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I I PLAN OF
ROTOLNE OF SI. LOUIS INC. 549634 r
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_ _ ~ _ -
OWNER OF RECORD: II CONSTR O
BILLY L. MILLSAPS AND WIFE, COZETTE E. ___UCTION SEQUENCE AND MAINTENANCE P1AN: N MILLSAPS - ~
A. CONSTRUCTION SEQUENCE: +A BOOK 393 PAGE 2130 ~
i. OBTAIN APPROVAL OF EROSION AND SEDIMENTATION ~ ~
--l CONTROL PLAN. •H tD
ar~• - 2. PLACE GRAVEL CONSTRUCTION ENTRANCE. ~ N
c- _ 3. CONSTRUCT TEMPORARY SEDIMENT TRAPS, CHANNELS O AND DIVERSIONS. ~ Z
J - - ' - 4. CLEAR AND GRUB AREA WITHIN CONSTRUCTION
I r- 1 i LIMITS. t C
- ~ I ' I / 5. ROUGH GRADE STREETS, CONSTRUCTING CHANNELS O AND DIVERSIONS, AND INSTALLING STORM DRAIN O C
PROJECT PIPES WITH INLET PROTECTION SIMULTANEOUSLY. ~ ~
` ~ li LOCATION ~ ~ _ 6. CONSTRUCT WATER LINES, SEWER LINES. ~ s,
I 7. FERTILIZE, SEED, AND MULCH EACH AREA ONCE ~ ~ SLOPES ARE GRADED.
8. INSTALL GRAVEL BASE AND PAVE STREETS. v J
' / I , J d
~ , , , ~ ~ B. MAINTENANCE PLAN:
' ~ 1 i25 i , I--~ 1. INSPECT ALL EROSION CONTROL MEASURES ON A
P - WEEKLY BASIS OR AFTER EACH RAINFALL EVENT
~ -,'-P----_P---__ POLE ~ ~ I I P I WHICHEVER TIME PERIOD IS SHORTER. 2. CLEAN OUT EACH TEMPORARY SEDIMENT TRAP OR
~ ~ I 1 I ' / I - I P p INLET PROTECTION DEVICE WHEN HALF FULL AND
, ~ P _ I ~ - Q REPLACE STONE AS NEEDED.
I EXIST ; 2g , P P P - 3. AS VEGETATION EMERGES, CHECK FOR ANY BARE ~ SPOTS OR AREAS OF SPARSE GROUND COVER AND
EL 1121 ' .13 I i i RE-SEED.
I ~ I ~ ~-----''I 1 4. AFTER D \ GROUN COVER IS WELL ESTABLISHED,
, . Q I , 2 I - ~ 1 REMOVE TEMPORARY EROSION CONTROL MEASURES, ~ 1 , GRADE THOSE AREAS SMOOTH AND RE-SEED.
, 2'7 / \ ~ , 26 25 ~ ~ r- r ~ , '
/ , / 1 I
I I - i , i ~ ` ~ ~ 1~?
TST-8 ~ I ` i ; TEMPORARY SEDIMENT TRAP ~ i
4" SEWER ~ N TURAL SWAL (DO CLEAN-OUTS @ ~ ,J, TST-7 ; NOT DISTURB ~ N0. DEPTH WIDTH LENGTH WEIR LENGTH
SERVICE _ - ~ ~ TQ-4 ) , ' M. H ~ A-2 50 O.C. (TYP) ~ I -1120------ - ~ ~ 1 ~ ~ (FEET) (FEET) (FEET) (FEET) 23 ~
1115 ~ LINE #2 SD-3 ~ ; ~ TS -4 , „~~I~„_,I~~,~ a ~ Q TST-3 ~ 1 0.4 20.3 40,5 4.0
SD-2 ' 2 0.9 13.0 26.0 4.0 ,
1 ~ 1 ~ - CH-1 I 25.00' ~ ~I~"II~.., , ' „ 3 0.1 28.7 57.3 5.0 EXISTILI[G 36 CMP - 4 ' ~ 0.2 30.0 60.0 5.0
I r ~ - '_II,~ ' 3 SMALL-STREAM 3' -4' WIDE 5 0.9 10.0 19.9 4.0
; II I ~ ~ I I 125.00' , i'' / Q I , ~ - ~ II ~ I ~ ` ~ 9ND 2 DEEP o, s s. s 17.8 4.0 '
~ 8 0 _ 7+50 o N 86°46'44"~- - -=-=r_ 861ba 2 ~ ' ~ M.H. A-1 ~ 0 W 608. 4~ ~ • 72 ,---M, H. ~ 7 0.2 25.4 50.8 4.0 N~~~N~k A -1 _ _ ua
- - ~ ~ ARE 8 0.2 31.9 63.9 5.0 0~~~ q~~ EK 9 0.5 42.3 84.6 8.0 "•a ~
- - ~ _ y ~ STREET A + ~ _ - - S 86' - ,x+50 Q, q+ - , r, ~-r, EXISTING M.H. ~ F . y s
111a-----. - - 46 44 E - 00 ~ 3+~ . I I ~ ~ ~ - ~ _ PUBLIC ~ r + ~ ~ ; STORM DRAIN PIPE SCHEDULE : O ~ti ;
CH-4 ' ~ C _ ~ 1215.7 4 ~ ' v r` 5 - - - ' 2 n TD 1 , i LENGTH INV. IN INV. OUT SLOPE DIAMETER ~ ~
~ SQ S 8646'44"E TD-7 - Q ; 1, 11~;~25.00 i ~ en ~ ' S5 ~ GRAVEL SD-1 70' 88.60 86.40 3.14 42" :'f ~ INLET PROTECTION sD-2
150.50 p + ~ , ~ ~ ~ „ ~ l , . ~ - 50' 99.30 95.70 7.20$ i8 • ~ , _ ~ ~ SEE DETAIL TYP 4
' TST 1 i ( ~ SD-3 40' 102.50 97.50 12.50 18" ~i ~ ~~x -S-~fi ~ / tir •
_ _ - _ I , III = CH- , .I ~ u, ~ ~ 0' \ / i NI 11~ /V ~ / i i i
1105 I , - , STA 7 17_ STREET A Q , ~ ~,N ~ ~_4_ - , _ m - II II ~ _ ~ S ~ X~ S~. ~ i 10 x70 SITE TRIANGLE ?ERMANENT_CHANNEL SCHEDULE ~ 2 3' ~ SHAPF: V-SHAPED
STA 0+00 STREET, B TD 6 , ~ ~ 's3~ ----1- o I ~ w = ~ ~ S~. s3, 7x 2 / s~. ~S A 5 , LINING: GRASS PER SEEDING SPECIFICATION y 0 '9' S ,
BOUNDARY OF DISTURBED AREA ~01 ~ I - ~ ~ ~ W TST-6 - ~ 1 CHANNEL TOP WIDTH DEPTH TEMPORARY ~ ~ UTILITY POLE TO BE
W I _ - - ~ ~A9~ TOTAL AREA DISTURBED = 2.37 A I m I - TD-5 C. _ N ~ ~ - Q TST-5 yF ~ ~ \~9'~. ~ i N0. FT. FT. LINER ,yF ~ r _ MOVED BY OTHERS cH1 4.0 1.o STRAW WITH NET
- - h o- i I , ~ 5 ~D ~4~' , CH2 4.0 1.o JUTE NET
1100 _ - ~ - - 30 ~ i CH3 4.0 1.0 STRAW WITH NET i i
~ - , , I TD-2 ~ ~ ~ ~ 32 - . _ ~ _ o - Q I - , ~0 5~ ~ ~ ~~PO CH4 4.0 1.0 STRAW WITH NET \ ~ SILT FENCE (TYP)
+ ~ it ~ncp I i ~ 31 , ii , Z
~ _ , ~ PER6IANENT_CHANNEL SCHEDULE Q
1 - PV ~ - I , s , 1095 - ' - I NA - I - ~ 5 ~ T - SHAPE: V-SHAPED J i ~
- ~ ~ ~ _ I - TURAL SWALE -(DO- ST-2 I -c0 - Q i TST-2 ~ ~ ~ LINING: RIP RAP ~ ~ J ~ HANNEL TOP W ~ IDTH DEPTH d50 RIPRAP SIZE O
' 3 NTD i I - 0 IST~1R8, / V ~ , I _ _ / ~ FEET FEET INCHES ~
, ~ + ; SD -1 CN 5 4.0 1.0 12 ~ Z
loso------,, - , Rv- L IIV~' NAGE ~R~ rNAGE _ CH 6 4.0 f. 0 f 2 O " "'ham - U
1 - I h 1 I ~ .-J ; ' _ SWAL E .YdI T~. LAS .YdI Tr~. LASS; ~ '
VIXEN G. RAD R - EAN-OUT B IPRA~' AFTEf L. , ~P~i AFTER ~ TEMPORARY DIVERSION SCHEDULE O ti
,35 II I ~ -~---T;: _ EXISTIfuG M. H .-B NCr'I77STU,I~ED 453 1705 - - , SHAPE: PARABOLIC fq 'I77STU,R~ED Q
1085 i I ~ I ~ ~I , ~ I, + _ 4 SEWER SERVICE LINING. GRASS PER SEEDING SPECIFICATION O ' ~ CHANN EL TOP WIDTH DEPTH W
L ~ TEM~RARY G _ ~I INE #1 SIL~1' FENCE (TY) , '~RARY G VEL STREAM IMPACT NO. 1 No, Fr. Fr,
_ CH 6 co_ ~ C ~fSTRUCTI iTRUCTI ENT ~ CE rD1 4.0 0.5
- - - CH-5 p , - - - - I I I I ' ' ' ' 1080 , 1 I rD2 a. o o. 5
~ rD3 4.0 0.5 ~ TD4 4.0 0.5
, ~ o , i I ~ '1 TD5 4.0 0.5
G ~ ` I ~ ~ ~ ' ~ - 4 - TD6 4.0 0.5
' ~ ; 1, I TD7 4.0 0.5 ' 7D8 4.0 0.5
38 ~ " 38 '
~ ' N ` ` ~ ` ~ ' ~ MOi_ES: n cA
1075 a 5S , I ~ 1. CON70URS FROM ALEXANDER COUNTY G.I.S. ALL n p
- ~ - - , ~ ~ FAI - I WAY _ OAK --a-------- , 0 A K SURVEY ELEVATIONS ON PROFILES ARE BASED ~ et ~ LT o 38 i ON AN ASSUMED ELEVATION OF 100.00. - p O
I I Q \ / , 1 ~ , \ , 1 f I ~ , P LA 1 7 T. BI 0 0 _ OOK Q 2. NO BUILDING LOTS ARE TO BE DISTURBED UNTIL ~ N ~ OK ,
l ~ ~ I ~ ~ I , P A 5 4 VEGETATION IS ESTABLISHED. TOTAL DISTURBED II ~ AREA SHALL N T O ° 4. •.x 0 EXCEED i AC. AT THAT TIME. Z ~ W
, Q ~ ~ m ~ , , ~ 3. SURVEY BY CARL D. BUNTON & ASSOC. (q 2
- 1 ' - - r.. - _ ~ 1 ~ m o ~ U H
_ . I i i :L({r I WW ••2~ ~ OEN qQ~3 j
e I I I ~ ~ X ' I ~ ~ , ~ ` ~ 1105 K'FTIAND R WATER OC U Q ~ W
I , ~ ~ 1 I , ~ ~ 1100 ~~DST~„QOAtrry a ~n o o a ' WA~RBRA NCH
P \'1 1 ~ ~
I - + ~ 1 ~ 1095 i , , I ~ , ~ 1095
, e }~---TST-9 + , - ,
loco 1 50' TAPER ~
1 085 _ L 1065 ~ - REQUIRED FOR W Q ~ ~ ~
, ~ ~ - - j--------------- 1 , J O LESS TNAN 26') ~ ~y
I , rl s ~ + ~ ~ s ~ ~ 70' 'y
` - 1080 1065 ~I ~ - C L ~ H z 10' R 30' SIGHT TRIANGLE ti R-30 ) ~
' ~ I ~ 1080 > W ~ o
1070 I S ~ i I s , - ~ ~ I 45 R 'W W Q _ ~ mN
t ~ - 8' R=30' - R=30' W ~
- , / SS , \ - ~ SS__, _ SNOU DER PAV MENT S I STOP N Z ~ OULD EDGE OF EDGE OF PAVEMENT O 0 ~
a.os ° 02 ° D2 °.°e PAVEMENT V z
_ I ' PE 3. E - - rr^^ X51.0 1 oe ~ vl
` , - ` - 5V EDGE OF PAVEMENT EXISTING ROAD W ~ W EDGE OF PAVEMENT U ~ ~ QW
, 1 , ~Ocn>"
, , , RECOMMENDED ROAD CONNECTION ~
~ , , ~ o ~ J
, ~ , , }
, J
, , , ,
, CURVE RADIUS TANGENT LENGTH DELTA DEGREE CHORD CH.BEARING ~ tL
ti
STREET CONSTRUCTION SPECIFICATIONS: C-1 127.50 66.35 122.35 54 58 53 44 56 14 117.71 S 05 O7 48 W
1, ALL EARTHWORK SHALL COMPLY WITH N. C. D.0.7. RF~urRF,uFNT.S di 1 Fri 1 IIAd TFA TdI cunt ~ oc airrn of c ~~nT~, rnrr C-2 25.00' 25.00' 39.27' 90°00'00" 229°10'59" 35.36' S 77°37'11"W
~rr ~n~ sn~ 5_~ 19~ 1!1'~ dn~ 70°9~~~G° 70°-17~On• ono w, ~nonei A7111A1
~'I~ wi InuL-c crlnIn rncc OF ORGANIC MATTER, LARGE ROCKS, OR OTHER DEBRIS. FILL MATERIAL SHALL BE PLACED IN 6" TO 8" LAYERS AND CC I -v VV cu II ou IVG.II IV IL UM -fI YY _ I I I I
COMPACTED AFTER EACH LAYER IS PLACE SUCH THAT ADEQUATE COMPACTION IS ACHIEVED. EXCESSIVELY WET OR DRY i C-4 25.00 25.00 39.27 90000'00" 229010'59" 35.36 S 41046'44"E C-5 25.00' 11.85' 22.12' 50°42'13" 229°10'59" 21.41' S 28°34'22"W
MATERIAL SHALL NOT BE USED. FINAL COMPACTION AT SURFACE OF SUBGRADE SHALL BE 100% OF STANDARD PROCTOR. 3. C-6 50.00' 23.69' 44.25' 50°42'13" 114°35'30" 42.82' S 28034'22"" SHEET
2. AGGREGATE BASE COURSE (ABC) SHALL BE FROM A N. C. D. O.T. -APPROVED QUARRY AND SHALL BE COMPACTED TO 100 % s C-7 50.00' 50.00' 78.54' 90°00'00" 114°35'30" 70.71' S 41°46'44"E
OF MAXIMUM DENSITY. C-8 50.00' 50.00' 78.54' 90°00'00" 114°35'30" 70.71' N 48°13'16"E
3. THE GRADING CONTRACTOR SHALL PROVIDE INDEPENDENT SOIL DENSITY AND ABC DENSITY TESTS SUITABLE FOR DOCUMENTATION TO N.C.D.0.T. C-9 50.00' 23.69' 44.25' 50°42'13" 114035'3011 42.82' N 22°07'50"W
4. ASPHALT PAVEMENT SHALL BE N. C. D. O. T. SUPERPAVE S9.5A. THE ASPHALT CONCRETE SHALL BE SUPPLIED BY A QMS C-10 25.00' 11.85' 22.12' 50°42'13" 229°10'59" 21.41' N 22007'5011W
CERTIFIED SUPPLIER. THE PAVING CONTRACTOR SHALL CONTACT THE LOCAL N.C.D.0.T. DISTRICT OFFICE AT THE C-11 25.00' 25.00' 39.27' 90°00'00" 229°10'59" 35.36' N 48°13'16"E
TIME PAVING IS SCHEDULED TO ALLOW D.O.T. PERSONNEL TO BE PRESENT WHEN SAMPLE CARES ARE TAKEN. F C-12 157.50' 41.32' 80.81' 29023'5511 36°22'421' 79.93' S 72°04'47"E

GENERAL WATERLINE INSTALLATION NOTES: N
N
1. THIRTY-SIX INCHES (36"J OF COVER TO BE MAINTAINED
OVER PIPE AT ALl TIMES. ~ 2. PIPE 7S TO BE AVriyA C-900, (DR-18 OR DR-14 PVC AS 0~ ~
INDICATED) IF 6" OR LARGER, AND ASTM D-2241, SDR- ~
13.5 PVC IF UNDER 6" SIZE. USE AWWA C-151 CLASS 350 ry Cp
DUCTILE IRON PIPE IF REQUIRED. ALL PIPE TO HAVE NSF ~ N LOGO. +0.+ U
3. CONCRETE BLOCKING TO BE 3,000 PSI AND BE PROVIDED ~ 2
AT ALL BENDS, TEES, AND PLUGS. ,O C
4. GATE VALVES TO NAVE ROAD BOX WITH EXTENDING STEM O
AND CONFORM TO AIriNA C-509. 2" GATE VALVES TO HAVE O THREADED ENDS. fq N
_ 5. 3" THROUGH 24" FITTINGS ARE TO CONFORM TO AWWA ~ ~
C-151 AND C-153 AS APPLICABLE. _
6. FIRE HYDRANTS ARE a' ~ ? TO CONFORM TO AWWA C-502, LATEST REVISION, AND BE OF THE TRAFFIC MODEL TYPE WITH A v
6" MECHANICAL JOINT BOTTOM CONNECTION, 4 1/2" VALVE ~
OPENING, 3'8" BURV, AND 8E EQUIPPED WITH ONE 4 112" ~
PUMPER NOZZLE AND TWO 2" HOSE NOZZLES. 7. ALL PIPE LAYING AND BACKFILL COMPACTION TO BE IN
~ ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS.
' 8. TESTING SHALL BE CONDUCTED UNDER A HYDROSTATIC PRES-
P P P P POLE P SURE OF 150 PSI WITH MAXIMUM LEAKAGE OF TEN GALLONS PER INCH OF PIPE DIAMETER PER MILE OF PIPE PER 24
P P P Q_~__.._ HOURS. RATE OF LEAKAGE SHALL BE DETERMINED AT 15
F---- P P P MINUTE INTERVALS FOR A DURATION OF iW0 HOURS. ALL ~
EXISTING M.H. TESTING SHALL 8E IN ACCORDAN E WIlH A A - POLE C WW C 600 ANO
2 9 EL 1121.13 C-605 AS APPLICABLE, \ 9. STERILIZATION OF THE LINE SHALL BE CONDUCTED AFTER
I ~I e \ \ THE LINE HAS BEEN THOROUGHLY FLUSHED UNTIL ALL EN-
28 I I TRAINED AIR, DIRT AND MUD HAVE BEEN REMOVED. THE
27 26 25 \ ~ CHLORINATING MATERIAL SHALL PROVIDE A CHLORINE DOSAGE OF NOT LESS THAN 100 PPM AND SHALL BE INTROD ED IN UC
AN APPROVED MANNER. THE RETENTION TIME SHALL PROVIDE
+ ~ 24 STA 8 40 (WATERLINE) 4 SEWER SERVICE NOT LESS THAN 10 PPM OF CHLORINE AT THE EXTREME END
END NEW 2" WATERLINE LINE #2 1' MIN. VERTI AL OF THE LINE AT THE END OF THE RETENTION PERIOD WHICH
C WITH (1) 2" GATE _ ~ I I d ~ \ SHALL BE AT LEAST 24 HOURS. SOLUTION USED FOR STERIL- \ \ ZATION SHALL BE DISPOSED OF IN AN APPROVED MANNER AS
CLEAN OUTS @ 50 SEPARATION (TYP) , VALVE, BOX, AND I 3/4 ~NATER SERVICE RVICE ~ ~ DIRECTED BY ENGINEER. THE CHOICE OF CHLORINATING AGENT
O.C. (TYP) I BLOW-OFF ASSEMBLY. e CONNECTION (TYP) \ SHALL BE AT THE CONTRACTOR'S DISCRETION PROVIDED THE YP) METHOD OF SANITIZING THE NEW WATERLINE I IN A
S S 000R- ~ DANCE WITH AWWA C-651.
4" SEWER 10. FOLLOWING CHLORINATION, ALL TREATED WATER SHALL BE
_ CONNECTION (TYP) P) 3 6" CMP THOROUGHLY FLUSHED FROM THE PIPE UNTIL THE REPLACEMENT
- _ e WATER SHALL, UPON TEST, BOTH CHEMICALLY AND BACTERIO-
8 00 + it - - S 86°4 M.H. A- - 75 _0 70i 44 E_ 140.01' M. H. A-1 _ _ LOGICALLY, BE PROVEN EQUAL TO 7HE WATER QUALITY IN THE ~N~~~+W~ ~ - _ ~ ~ EXISTING WATER SUPPLY SYSTEM. ALSO, FLUSHING SHALL BE S'b ~4 1 REF
o~ n 6+ ~ 6+00 + SS K CONTINUED UNTIL NO CONTAMINANTS ARE VISIBLE IN THE WATER. h
- _ i i + 5+50 5+00 - _ - - 4+50 e 4+00 ~ S 18" MIN. VERTICAL EXISTING M.H. DURING THE FLUSHING PERIOD EACH FIRE HYDRANT AND BLOW- . OFF SHALL 8E OPENED AND CLOSED SEVERAL TIMES. FLUSHING ? ~ ~ .a r- • _
- _N _ 3~0 +0 NEW 2" SDR 13.5 PVC - _ _ ~i SEPARATION a ; ~ d ~ - i/ VELOCITY SHALL BE MINIMUM 2 F.P.S. OR AS DIRECTED BY 'a
WATERLINE - - ~ 2}So ~ ENGINEER. THE CONTRACTOR WILL TAKE SAMPLES OF WATER IN : V ~ ~ ~
~ e - - s ~ PROPERLY STERILIZED CONTAINERS FOR BACTERIAL EXAMINATION. ; N ~
o+ STA 7+60 WATERLINE ( ) I I ~ 2x THE STERILIZING SHALL BE REPEATED UNTIL TESTS INDICATE ~i~O • ~ G THE ABSENCE OF POLLUTION FOR AT LEAST TWO FULL DAYS. THE ~
+ oa STREET "A" = STA 5+90 (W ERLINE) ~ + Op \ ~ / ~ UNIT WILL NOT BE ACCEPTED UNTIL SATISFACTORY BACTERIO- n~~~~
NEW 6 DR-18 PVC I ~n STA 0+00 (WATERLINE) (1) 6x6x6~~ EE WITH / LOGICAL RESULTS HAVE BEEN OBTAINED FROM A TESTING LABORA-
34 WATERLINE ° STREET B (1) 6 dTE VALVE, w ~ TORY APPROVED BY THE STATE OF NORTH CAROLINA, AS PER 7x ~ ~ RULE .1001(b).
~ / 55 ~ 11. ALL MATERIALS AND WORKMANSHIP SHALL BE APPROVED BY THE ~
o (1) 6x2 TAPPED TEE BOX D F.H. I I ~ ~ ~ ~ i, ENGINEER AND OWNER. NO CONSTRUCTION SHALL TAKE PLACE W h
(1) 6 GATE VALVE NEW 8" SANITARY m I ~ I ~ I e ~ ~ WITHOUT 24 HR. ADVANCE NOTICE BEING GIVEN TO THE ENGINEER ~ ~ r p ~i ~ AND THE OWNER. ~
AND BOX, (1) 2 GATE SEWER LINE "A" I ~ ( ) I , ~ EXISTING 6 WATERLINE W ~ i i ~ ~
VALVE AND BOX, (1) 3 O I / ~ ~ TOWN OF TAYLORSVILLE SYSTEM ~ W
6x2 TAPPED M.J. PLUG. 0 32 ~ SS S , PO °x ~ ~ S ~ s° ~ Q
~ BEGIN (2) NEW 2" SDR e ~ s 31 Z
" ~ 13.5 PVC WATERLINES - w o / i ? J ~s =
I ~ - ~ EXISTING M.H. I ~ 0 ~ W j
I Q Q EXISTS 33 w EXISTING ~O ~ o w w ~
NEW 2" SDR-13.5 SANITY SANITARY STA 0+00 ~ ~ ~
o° _ I s- / SEWER PVC WATERLINE + _ _ SEWER + ? BEGIN NEW 6" DR-18 DR-18 PVC ~ ti ^ / ~
nN e / + _ - / ; ~ WATERLINE WITH (1) 6x6 TAPPING p ~ ~
I (2) I ~ + SLEEVE VALVE AND BOX 2 6" ~ _ „ ° ( ) Q o (2) 6 45 90° BENDS ROLLED FROM ~ ~
V11/EN G. RADER - + ~ BEND, BENDS w ~ ~
35 ? - - ~ 453 1705 0 - I I Q / HORIZONTAL ~ ~ Z
EXISTING 8" 4" SEWER SERVICE Q J / ~ ~ U
N ~ I SANITARY SEWER LINE #1 O
? 2 W
CLEAN-OUTS @ 50' 30 LF 12"O 0.250 WALL ~ o o z
e ~ 38 0. C. (TYP) + / I STEEL BORED ENCASEMENT Q
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~ 4GdC~' ~ S~~ SEEDBED PREPARTAION:
~ P,E'/.t/C/~.4G Ct~CG~ 5~7B/G/~ ~ car-o,~~ ovrc~'' PERMANENT & ANENT & TEMPORARY SEEDING SCHEDULE
1. SURFACE WATER CONTROL MEASURES TO BE INSTALLED ACCORDING TO PLAN. 1v1o4 2. AREAS TO BE SEEDED SHALL BE RIPPED AND SPREAD WITH AVAILABLE
m ~ /pLr`e,a flEVISED 02127104 TOPSOIL 3" DEEP. TOTAL SEEDBED PREPARED DEPTH SHALL BE 4" - 6"
~ ,i , SF1kME/Y7' f3~lS/.t/ C~°OSS • S~-Gr!"/pt/ 3:1 SLOPES OR FLATTER: ~ ~ .1 F/GTF.e GAl~.e DEEP. S OR FLATTER: 3. LOOSE ROCKS, ROOTS, AND OTHER OBS7RUCTIOiJS SHALL BE REMOVED FROM
THE SURFACE SO THAT THEY WILL NOT INTERFERE WITH ESTABLISHMENT AND C
1. APPLY AGRICULTURAL LJ 2. APPLY 10-10-10 COMMEI AGRICULTURAL LIME AT THE ft47E OF 90 LBS11,000 SF, MAINTENANCE OF VEGETATION. SURFACE FOR FINAL SEE08ED PREPARATION, y 10-10-10 COMMERCIAL FERTILIZER AT THE RATE OF 20 LBS/1,000 SF. AT FINISH GRADES SHOWN, SHALL 8E REASONABLY SMOOTH AND UNIFORM. ~ '
y~'G~-rgrEp ysya,~r0 C.~,GANNEG X/?N STIJ.bt~' CEif~c"c:'L~ AE'~51/ir// 3. SEED IN ACCORDANCE W IN ACCORDANCE WITH THE FOLLOWING SCHEDULE: 4. IF NO SOIL TEST IS TAKEN, FERTILIZER AND LIME TO BE APPLIED
' DATE: ACCORDING TO THE SEEDING SPECIFICATIONS. IN ADDITION, PROVIDE 15 _ TYPE: PLANTING RATE. LBS11,000 SF OF SUPERPHOSPHATE.
AUG. 15 -NOV. 1 15 - NOV. 1 REBEL FESCUE 300 LBSIACRE 5. IF SOIL TEST IS TAKEN, PROVIDE LIME AND FERTILIZEfl ACCORDING 70 `
NOV. 1 - MAA. 1 1 - MAR. 1 REBEL FESCUE 120 LBSIACRE SOIL TEST REPORT. ~ • AYE (GRAIN) 120 LBSIACRE 6. LIME AND FERTILIZER SHALL BE APPLIED UNIFORMLY ANO MIXED WITH SOIL (
MAR. 1 -APR. 15 • 1 -APR. 15 REBEL FESCUE 300 LBSIACRE DURING SEEDBED PREPAR7ATION. ' ,
HG~ a S'' APR. 14 -AUG. 15 14 -AUG. 15 REBEL FESCUE 300 LBS/ACRE GERMAN MILLET 25 LBS/ACRE GRADED SLOPES AND FILLS:
b /2 .v.c, aolr ,ai.1/. \ c~.oss B ,srtyr/~"
Ti'.~ 8E M/ti°~9F/ 7GiOX 4. MULCH WITH STRAW APPI „1 C.2 El~GLQG . WITH STRAW APPLIED A7 THE RATE OF 75.100 LBS11,000 SF. THE ANGLE FOR GRADED SLOPES AND FILLS SHALL BE NO GREATER THAN THE ANGLE v WHICH CAN BE RETAINED BY VEGETATIVE COVER OR ADEQUATE EROSION CONTROL
/8Lt7 C!/. F1 GREATER THAN 3:1 SLOPES: 4AN 3:1 SLOPES: DEVICES OR STRUCTURES. IN ANY EVENT, SLOPES LEFT EXPOSED SHALL, WITHIN
/ F/GT~rE" G.9S~...L° ~ ~ 1. APPLY AGAICULTURAL LI 15 DAYS OF COMPLETION OF ANY PHASE OF GRADING, BE PLANTED OA OTHERWISE AGRICULTURAL LIME AT THE RATE OF 90 LBS11,000 SF. PROVIDED WITH GROUND COVER, DEVICES, OA STRUCTURES SUFFICIENT TO r
' ~ Z~` ~ 2. APPLY 10-10-10 0 (GeA.~ Gje FA~.G) C MMEF 10-10-10 COMMERCIAL FERTILIZER A7 THE RATE OF 20 LBS11,000 SF. RESTRAIN EROSION, y
, 1~~ 3. SEED IN ACCORDANCE Wl 7'.eAP.gr~cY0+91' .P/f'.E9.o ~'i,~AN.t/EG • ~ . ,1 ~ ~ ' [N ACCORDANCE WITH THE FOLLOWING SCHEDULE: GROUND COVER:
/.C' F/ 7'q0 ~ O~ DATE: _ TYPE: PLANTING RATE:
' / o JUN. 1 -SEPT. 1 EQ Glgr. F G7~,1.. iABE'.C 1 -SEPT. 1 TALL FESCUE 65 LBS/ACRE AGROUND COVER SUFFICIENT 70 RESTRAIN EROSION MUST BE PLANTED OA BROWN 70P MILLET 35 LBSIACAE OTHERWISE PROVIDED WITHIN 15 WORKING DAYS ON TNAT PORTION Of THE PROJECT
r? SEPT. 1 -NOV. 1 . 1 -NOV. 1 TALL FESCUE AND 150 LBSIACRE AREA WHICH FURTHER ACTIVE CONSTRUCTION IS NOT BEING UNDERTAKEN. 'O
UNSCARIFIED SEAICEA 70 LBSIACRE LESPEDEZA **NCDENR MAY REQUIRE ADDITIONAL EROSION CONTROL MEASURES AS REQUIflED**
I~sFTJ"G.'E++YIC/J~7"' NOV. 1 - MAA. 1 1 - MAR. 1 AYE (GRAIN) 120 LBSIACRE
+ MAR. 1 -JUN. 1 I ~ ~ n.. 1 - JUN. 1 REBEL FESCUE 150 LBSIACRE LAWNS: TALL FESCUE 150 LBSIACRE
'S ~'r M ' 1 _ n^^ Qp ~~^~1 L~~ G~ ~ tE~t~lc'1.e.'c~i1.C'Y,BY` TEMPORARY SEEDING IF EXISTING LAWNS THAT ARE DISTURBED SHALL BE REVEGETATED ACCORDING TO THE
,t ~ +N P.95S b ,c~EdctW 51 ~ ~ ~ ' ' n. r / .gar, )BABY SEEDING IF NEEDED, RESEED SEPT. 1 AT RECOMMENDED RATES. ABOVE SPECIFICATIONS WITH THE FOLLOWING SPECIFICATIONS: 1. ONLY REBEL FESCUE SHALL BE APPLIED.
~ ~ ~ ~ ' ' / 5/~'~' SE7/L'Cr.!J 7O~° C.~- 4. MULCH WITH STRAW APPL SGa~' MA,Y, WITH STRAW APPLIED AT THE RATE OF 75-100 LBSI1,000 SF AND 2. DO NOT USE APHALT EMULSION TACK COAT.
'~i~~\\ . tii-„~P ,i a?,c-~ra ~ i .'~t; wr/.i~il/J ANCHOR WITH ASPHALT E ) WITH ASPHALT EMULSION TACK COAT APPLIED AT THE RATE OF 14.28
GAL -11'000 SF' 000 SF. SHEEI A
M/r0~ 7
ErDU4G FiC7~E.c°
,e/.°.aqF' Ch•9.c%r/EG o.~'u55 sEr-r/~c/S 7-~-~Yl,~d.~;,~y .~f;°oi.~~:^r/- r.2.~.0
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OF
RoiOUIC or si I nine I~lr sanr,~,

OWNER OF RECORD: NOTES: BILLY L. MILLSAPS AND WIFE, COIETTE E. 1. CONTOURS FROM ALEXANDER COUNTY G.I.S. ALL ENERGY DISSIPATOR SCHEDULE_
MILLSAPS SURVEY ELEVATIONS ON PROFILES ARE &4SED N0. APRON WIDTH AT WIDiN Ai d50 dNAX. APRON LENGTx CULVERT DurLEr TNiCKNESS II CONSTRUCTION SEQUENCE AND MAINTENANCE PLAN: N
BOOK 393 PAGE 2130 ON AN ASSUMED ELEVATION OF 100.00. 2. NO BUILDING LOTS ARE 70 BE DISTURBED .UNTIL ED-1 20' 10.5 23.5 0.6 0.9 1.4' - - L
VEGETATION IS ESTABLISHED. TOTAL DISTURBED ED-2 9' 4.5' 10.5' 0.4' 0.6' 0.9' A. CONSTRUCTION SEQUENCE: ~ ED-3 9' 4.5' 10.5' 0.4' 0.6' 0.9'
AREA SHALL NO7 EXCEED 1 AC. AT THAT TIME. 3. SURVEY BV CARL D. BUNION & ASSOC.
TEMPORARY SEDIMENT TRAP 1. OBTAIN APPROVAL OF EROSION AND SEDIMENTATION ~ ~
---i - r N0. DEPTH WIDTH LENGTH WEIR LENGTH CONTROL PLAN. 'N ~ FEET FEET F°ET FEET 2• PLACE GRAVEL CONSTRUCTION ENTRANCE L N
~ ( ~ ( ~ ~ j 3. CONSTRUCT TEMPORARY SEDIMENT TRAPS CHANNELS ~ ' U
1 0.4 20.3 4~.5 4.0 AND DIVERSIONS. ~ Z
_ - 2 0.9 13.0 2h,0 4.0 4, CLEAR AND GRUB AREA WITHIN CONSTRUCTION 3 0.1 28.7 57.3 5.0 LIMITS. ~ ~
, r 4 0.2 30.0 61).D" 5.0 5. ROUGH GRADE STREETS, CONSTRUCTING CHANNELS '
_ ~ „ 5 0.9 10.0 19.9 4.0 AND DIVERSIONS, AND INSTALLING STORM DRAIN ~ ~
r ~ PROJECT ` \ i s 0.9 8.9 1'1.8 q.p PIPES WITH INLET PROTECTION SIMULTANEOUSLY. ~ 7 0.2 25.4 50.8 4.0 6. CONSTRUCT WATER LINES, SEWER LINES. ~ L
LOCATION 8 0.2 31.9 63.9 5.0 7. FERTILIZE, SEED, AND MULCH EACH AREA WITHIN ~ ~
~ , ~ , 9 0.5 42.3 84.6 8.0 15 DAYS OF REACHING FINAL GRADE. v 8. INSTALL GRAVEL BASE AND PAVE STREETS. ~
~ , STORM DRAIN PIPE SCHEDULE ~ a
/ ~ N0. LENGTH INV. IN INV. OUT SLOPE DIAMETER 8. MAINTENANCE PLAN:
' ~ i r , ~ r i ~ 1125 i x SD-1 48' 88.23 86.77 3.14 42 1. INSPECT ALL EROSION CONTROL MEASURES ON A
~ i ~ SD-2 50' 99.30 95.70 7.20 18" WEEKLY BASIS OR AFTER EACH RAINfALL EVENT,
~ ; r' ! -T-- P - P OLE ~ SD-3 40 102.50 91.50 12.50 18" WHICHEVER TIME PERIOD IS SHORTER.
, ~ ---r ~ P---_- _ r ~ ~ ~ - PERMANENT CHANNEL SCHEDULE 2. CLEAN OUT EACH TEMPORARY SEDIMENT TRAP OR SHAPE: V-SHAPED INLET PROTECTION DEVICE WHEN HALF FULL AND
! ~ r r ~ P LINING: GRASS PER SEEDING PF. IfI REP A S C CATION L CE STONE AS NEEDED. ~
~ ~ - P - r ~ Q P P P CHANNEL TOP WIDTH DEPTH TEMPORARY 3. AS VEGETATION EMERGES, CHECK FOR ANY BARE
EXIST ! SPOTS OR AREAS OF SPARSE GROUND COVER AND ~i N0. FT. FT. LINER
2 9 EL 1121.1 ~ r r I ~ ~ i , I CHi 4.0 1.0 STRAW WITH NET RE-SEED. I ~ 4. AfT CH2 4.0 1.0 JUTE NET ER GROUND COVER IS WELL ESTABLISHED,
I -i , i Q ~ CH3 4.0 1.0 STRAW WITH NET REMOVE TEMPORARY EROSION CONTROL MEASURES,
, / ` 2 I I - 1 GRADE THO E AREA T ~ CH4 4.0 1.0 STRAW WITH NET S S SM00 H AND RE-SEED. -
2'7 2 6 I 2 5 ` I PERMANENT CHANNEL SCHEDULE
' ` r ~ r r I TEMPORARY DIVERSION SCHEDULE I SHAPE: V-SHAPED
24 ~ r r ~ ~ LINING: RIP RAP SHAPE: PARABOLIC
r TST-8 N TURAL SWAL (DO ~ LINING: GRASS PER SEEDING SPECIFICATION CHANNEL TOP WIDTH DEPTH d50 RIPRAP SIZE
4" SEWER N LEAN-OUTS @ I TST-7 OT DISTURB) ' Q N0. FEET FEET INCHES CHANNEL TOP WIDTH DEPTH ~ \ ~ N0. FT. FT. I ~ 3 CH 5 4.0 1.0 f 2
' SERVICE ~ _ Td~-4 -1120------ ~ M.H~ A 2 ~ CH 8 4.0 1.0 12 TDi 4.0 0.5
LINE #2 I SD-3 ~ r TST-4 , 1115 TST-3 - I,,.1-11 1 a ~ SD-2 ' ' TD2 4.0 0.5
s II II 3 r TD3 4.0 0.5 ~ " TD4 4.0 0.5 EXIST~LI[G 36 CMP -
125. II - ~ I.II.1 !
' ~ r ;rD-3 .0 ,`II~II 125.00 ~ ~ e SMALL-STREAM 3' -4' WIDE 5 a.o 0.5 ros 4.0 0.5
/ I I ~ I I~ I I 1 1 ~ 1 I / I ~ / _ _ 11.. 111.,E 1 M.H. A-1 ,gND 2 DEEP rD7 4.0 0.5 ,r~~~,;,x, A-1 i - _ TD8 4.0 0.5 1 ~e1 r,,,+ar
' 7+50 0 46 44 W i 4~ 72 - ~ o , 608. ~ _.T. .ot ~ ii • S
_ 6+50 + r,_ J o -+---~6 00 5+50 SS Ct ~ w I. ~ + - 5+00 ' ~ ~ - ~ EXISTING M.H. ; ~
_ - ~ ~ STREET A _ 4+50 Q, _ , • cr sQ
1110 - - ~ 4 E PUBLI , 9 + ` % 11 I I.I I - _ C ~ 1 , 4 ~ , ' ~ ~ I ~ d
CH-4 ~ ~ _ 25.72 n . , V - i ~ ~ cif v ~ ti. .11..11 X25 ~ n ~
S - a ~ ~ ~ 00 86'46'44" TD-7 ~ .III 55 I RAVEL INLET PROTECTION I ? d'
150.50 4 c ~ ' ~ , ED-3 , ~ , ~ ~ \ - ToT-1 (SEE DETAIL) TYP y, -~ri / I ~f 111
~ C, - w ~ / i 1111 11 ~ i ti I
s~" ~ 10 x70 SITE TRIANGLE , ,
11 1 I , STA 7 17_ STREET A Q - ~ - = - ~ STA 0+00 STREEF~, B TD 6 ~ w - ? ~ S . ~s s S r 2~, 1 ~ 50 TAPER `3 'kS A s ~
1,, a I - ~ o ~ o - ~ - ,'1ST-6 I ~ i 0 sg 5 ~ (REQUIRED FOR W
BOUNDARY OF DISTURBED AREA - + W I - ~ _ ? ~ A WI 1 ~ m I - TD-5 ~ 9 / I UTILITY POLE TO BE , la. i ~ LESS THAN 26')
TOTAL AREA DISTURBED = 2.37 A~: y m - Q ED-2 TST-5 ~ 1 , yF ~ ' rn ~ r - - ~ \ 5 ~F ~ r t_ MOVED BY OTHERS I 70' 5 ~Q if'i I b'
yo - I I. ? ~ i, ~ ~ ~ I i0' R 30' SIGHT TRIANGLE / ~~i , I R-30
1100 - - I - ~ ~ 1 d- ~1 - , _ ~ _ - - s %x~ , P
1 - 32 r- - s _ h _ 1 ~o ~ SILT FENCE (TYP) R - _ R _ ~
~ e it ~~0 ~ + ~ 3 ~ 1 ~ ~ , _ ' R=30' - R=30' Q z~ J
N - / ' STOP a
? NAT RAL WALE -J - I ~ TST-2 ' 1095 ~ , _ U S --(DO I - ' j ~ ~"DG,_ F PAVEMENT EDGE OF PAVEMENT T-2 - J
~ - - Q ED-1 3 NOT DISTr,1R~ - - - o ~_1 ~ ~ ' .:.uGE OF PAVEMENT EXISTING ROAD ~
, - ~-1 I , ~ _ - ~ ' ONCRETE ENDWALLS EDGE OF PAVEMENT + ,SD-1 z
. •1• Q LINE NAGE ; ~ ' ~ TYP SEE DETAIL o ~E - ( ) v RECOMMENDED ROAD CONNECTION
,N _ ~ , loso-- ~5 rr-o - ~ SWALE ,N,IT~, LASS,'' ~ ~ z ,,LASS, o
~ ~ u u ` - _ I - EAN-OUT - - ~ B IPf~ AFTEk ~FTEk ~
- ~ I I ~ ~ - EXIST~hIG M.H INCr'dISTU~ED D ~ REED Q o
_ ~ ~ 5 ' , 4 - - _ - ~ , , 53 1705 ; - o ~ ~ w
1 ~ ~ , cal I. ~`-o---t, - - 1085 r , _ ~ , 4 SEWER SERVICE , , , ~ ENERGY-~ISSIPA R , IPA R STREAM IMPACT N0. 1 3 2004
r-'I LINE #1 SILT FENCE (T ) (TYP,) SEE SCH DOLE ; ~H DULE ;
- CH - 6 H - 5 ' WETtANDSANDST TE
- I - - ~ ~ ~ T~'MPORARY RAVEL ' 1080 ~ - ' ~ ~ RAVEL ; ~ ~
' + ~ C NSTRUCTI N ENT Q ,3~ 1 ! Q I ! ~ N ENT CE Q Q a za~c~r;
. ` 1~ ~ ~ ' 11 " = ELOPE A9 INDICATED ON PLANE IL -'i~1 d ~ 2
I e ~ u DON= I 1" ~ ~ ~ W Lt I - / ~ 2 j ~ ~ ~ a" O M

~ ! 38 ! ~ ! c~n~~oW
ul eh S \ r r ' ~ 1 :1 C.B. a SON C•7 ~ ~ _ + PIPE Z Fa n o
1075 S ~ ' r' i ~ - , ~ ~ FAI WAY 0 AK L 7 LIT 3 8 r4-BARB a o o
~ ~ ~ 1 ~ W ~p
' - ~ - ~ r r ~ ,PLAT. B!00 K PA . e / PA 54 - •
1070 - ~ \ ` ~ ~ PLAN e ~ ~ 12 ~ to ~ 2
\ ~ ~ ~ , ~ ~ ~ ~ r FaonNe U m ~ o 0 0
(IF CONBT. JOINT IS USED) DOWEL W W w ' • 2 cn o 0 0 ~JW1sti NNN END ELEVATION 8AA-"X" ~ ~l ~ Q ~ ~ ~ ~ >
- rD-a _ ~ ~ , 37 ~ , O Y O ~ ~UQ~W UUO 1105 pZ~ CLIgpO~ 002
e - I ~r , I , x _ _ ~ 1100 I ~ ~ 1100 ~ N~w
1 , TD-9 I I DOWELS IN ENDWALL WITH C. 8. P[PE 2 J o
' ~ + ~ ~ 1095 ~ -I ~ ~ ~ I PIPE BINDLE PIPE DOUBLE PIPE O ~ O 195 I I I I I I I LOC. DIR. 18" 18" 24" 80" 98" 42" 48" 18' 18" 24" 80" 98" 42" 48" ~y, v
~1 ~ ~ I _ ~ ~ ~ ' ' I I I BARB xXn xxx xXn xXn xxn nzx T' rcxx Y' nXx xxx n%" xXx xxu nxn Y' nXn Y' W
Q I TST -9 + ~ \ - I~ ~ _ _ O OTY, 2 2 9 8 4 4 5 2 2 9 9 4 4 5 o J d a ~ ~ I I Y OlY. - - 2 - 2 1 1 1 2 2 2 2 2 2 1"1 H
I 11 ~ - - I - ~ 1090 I I. °~ttLd. Q Z L pq~L 8 OTY. 2 2 8 8 4 4 6 2 2 3 9 4 4 6 Z 3 (n O
- I / ~ 1085 I I L 1065 ~ - TOTAL LBB. 9 9 14 14 19 b3 82 12 12 18 19 23 13 88 a Z W ~ J I- J ~ J ~''i
' ~ + I ~ ~ _ OPTIONAL CONSTRUCTION JOINT 1n W m H
, ~ s I ~ ~ ~ ~ 1080 =W~~ ~ ti 2 DIYEN8ION9 AND CONCRETE OUANTITIEB N ~ _ H ELEVATION UBINB CORRU9ATED BTEEL PIPE ~ F ~ F ~ J
` - - SILT FE E TYP - ~ - ( 1 - 1065 i ss 1080 - DOUBLE PIPE L7 ~ W ~ o COYYON 81NOlE PIPE ' Z ~ ~ ~ LL( Q
_ ~ i D N B 0 L YD Y L YD W Z ~ OM U
1070 _ ~ j' - / , ~ i ss - 18" 3'-4" 1'•8` 2'•B" b'-0" 0.7 1'-11" 8'•11" 1.0 ~ ~ W N , x , - , x - v w ~ _
~ r ~ ' r , s ~ ~ - 18 _ 9.7 1 -10" 2'•11 6'-10" 1.0 2 -9 8.1 1.2 N ~j h 24"_ 4'-1" 2`-1" 3'•B" T-4° 1.4 8'-0" 10'-4" 1.9 o vJ 0
~ ss - ss - 30" 4'•7" 2'-4" 4'•5" B'•10" 2.D 3'-B" 1 '-7" 2,7 O Z _ 2 U ~y
- ~L - SS SS i - , 38" 5'-1° 2'-7" 5'-2" f0'-t" 2.8 4'•B" 4'•10 3.8 42" 5'•7" 2'-10" 6'•11" 1'-10 8.8 5'-S" 17'-1" 5.0 ~ W
/ _ r - SS ~ ~ ~ - _ 't" ' w U J 4B" 8'-1" 8'-1" 8'-8" 19'•4" 4.B e'-O" 19'-4" 7.5 SHEET 2 OF 3 Ll ~ ~ ~
~ ~ - '8EE BNEET 3 8313"Q1 ~ O ~ >
i ~ - 2 n \ ~ l o
PAVEMENT ~t1 } Q
' - ~ ~ u, m
/ J 8 ABC H
, ~ Q
/ CURVE RADIUS TANGENT LENGTH DELTA DEGREE CHORD CH. BEARING ~ ~
, OMPACTED SURGRADE TACK H (PER SPECIFICATIONS) (;Q,Q T I ~ ~ o i n o I n i o I n m
NOTE: STREET CONSTRUCTION SPECIFICATIONS: C-1 127.50 66.35 122.35 54 58 53 44 56 14 117.71 S 05 O7 48 W
1. GROUNDCOVER SHALL BE ESTABLISHED ON EXPOSED SLOPES STANDARD ASHPNALi PAYING C-2 25.00' 25.0' 39.27' 90°00' DU" 229° 1 D' 59" 35.36' S 77°37' 11 "W NTS C-3 202.50' 53.12' 103.90' 29°23'55" 28°17'39" 102.77' N 72°04'47"W
WITHIN 15 WORKING DAYS BUT NO COMPLETION OF ANY 1. ALL EARTHWORK SHALL COMPLY WITH N. C.D.O. T. REQUIREMENTS. ALL FILL MATERIAL SHALL BE SUITABLE EARTH FREE
_ _ !)C /1DCAAIT/` IIATTCD 1 AD!!C DA/~VQ /1D A7uco nconrn cri 1 ueTrnre~ noel ~ nr ni •nrn nu ern nu . ..,rnn dFI arrw, - dF~ RTluT_/TC_wdV C-4 25.00' 25.00' 39.27' 90°00'00" 229°70'59" 35.36' S 41°46'44"E
PHASE OF GRADING; v. WIIWi niv iulniELn1 Lnnul nvi.no, vn vinLn ulonlo. FILL mrilCnlriL OnliLL oC rLHUCU IN 0 IV 0 LA?CrW ANU "x`11 ANENT GROUNDCOVER SHALL BE COMPACTED AFTER EACH LAYER IS PLACE SUCH THAT ADEQUATE COMPACTION IS ACHIEVED. EXCESSIVELY WET OR DAY 61011 TV 1114111 VI ..711
„ ESTABLISHED FOR ALL DISTURBED AREAS WITHIN 15 MATERIAL SHALL NOT BE USED. FINAL COMPACTION AT SURFACE OF U8 RADE SHALL SHLD. 18 0 P 6' 0" 510" A C-5 25.00' 11.85' 22.12' 50°42'13" 229°10'59" 21.41' S 28°34'22"W 18'0" PAVEMENT SHLD. ITC V C-6 50.00' 23.69' 44.25' 50°42'13" 114°35'30" 42.82' S 28°34'22"W SHEET
S G BE 100% OF STANDARD PROCTOR. WORKING DAYS OR N MORE THAN 90 CALENDAR DAYS 2. AGGREGATE BASE COURSE (ABC) SHALL BE FROM A N. C. D. 0. T. -APPROVED QUARRY AND SHALL BE COMPACTED TO 100 % FOLLOWING COMPLETION 1~1a AFT C-7 50.00' 50.00' 78.54' 90°00'00" 114°35'30" 70.71' S 41°46'44"E
OF CONSTRUCTION OR DEVELOPMENT. OF MAXIMUM DENSITY. 114'IFT 114'JFT 14/Fr C-8 50.00' 50.00' 78.54' 90°00'00" 114°35'30" 70.71' N 48°13'16"E
2. AFTER THE INSTALLATION OF THE PIPE SD-1 CROSSING 3. THE GRADING CONTRACTOR SHALL PROVIDE INDEPENDENT SOIL DENSITY AND ABC DENSITY TESTS SUITABLE FOR
THE CREEK; INSTALL SILT FENCE ALONG THE STREAM DOCUMENTATION 70 N.C.D.O.T. 0' C-9 50.00' 23.69' 44.25' 50°42'13 114°35'30" 42.82' N 22°07'50"W 6" LOCAL RESIDENTIAL STREET C-10 25.00' 11.85' 22.12' 50°42'13" 229°10'59" 21.41' N 22°07'50"W
4. ASPHALT PAVEMENT SHALL B LOCAL RESIOI BANKS T E N. C. D. 0. T. SUPERPAVE SF9.5A. THE ASPHALT CONCRETE SHALL BE SUPPLIED BY A QMS TO PREVENT FLOW FROM ENTERING THE CREEK. CERTIFIED SUPPLIER. THE PAVING CONTRACTOR SHALL CONTACT THE LOCAL N. C. D. O. T. DISTRICT OFFICE AT THE Rvs C-11 25.00' 25.00' 39.27' 90°00'00" 229°10'59" 35.36' N 48°13'16"E F
ST"C"R C-12 157.50' 41.32' 80.81' 29°23'55" 36°22'42" 79.93' S 72°04'47"E
TIME PAVING IS SCHEDULED TO ALLOW D.O.T. PERSONNEL TO BE PRESENT WHEN SAMPLE CARES ARE TAKEN. ABC

_
F RE RD: NOTES: OWNER 0 CO ENERGY DISSIPATOR SCHEDULE_
BILLY L. MILLSAPS AND WIFE, C02ETTE E. 1. CONTOURS FROM ALEXANDER COUNTY G.LS. ALL NO. APRON WIDTH Ai WIDTH AT d50 dMAK. APRON ~ LENGTH CULVERT OUTLET THICKNESS II CONSTRUCTION SEQUENCE AND MAINTENANCE PLAN: N
MILLSAPS SURVEY ELEVATIONS ON PAOFILES ARE BASED ON AN ASSUMED ELEVATION OF 100.00. BOOK 393 PAGE 2130 2. NO BUILDING LOTS ARE TO BE DISTURBED UNTIL ED-1 20' 10.5' 23.5' 0.6' 0.9' 1.4' - ~
VEGETATION IS ESTABLISHED. TOTAL DISTURBED ED-2 9' 4.5' 10.5' 0.4' 0.6' 0.9' A. CONSTRUCTION SE UENCE: ~ ED-3 9' 4.5' 10.5' 0.4' 0.6' 0.9' Q
AREA SHALL NOT EXCEED 1 AC. AT THAT TIME.
3. SURVEY BY CARL D. BUNTON & ASSOC, TEMPORARY SEDIMENT TRAP 1. OBTAIN APPROVAL OF EROSION AND SEDIMENTATION ~ ~
l , N0. DEPTH WIDTH LENGTH WEIR LENGTH CONTROL PLAN. ~ ~
(FEET) (FEET) (FEET) (FEET) 2. PLACE GRAVEL CONSTRUCTION ENTRANCE. L N 3. CONSTRUCT TEMPORARY SEDIMENT TRAPS, CHANNELS ~ U
P 1 0.4 20.3 40.5 4.0 AND DIVERSIONS. ~ 2
2 0.9 13.0 26.0 4.0 4. CLEAR AND GRUB AREA WITHIN CONSTRUCTION 3 O.i 28.7 57.3 5.0 LIMITS. ~ p
(1 ~ ' _ - Y 4 0.2 3D.0 60.0 5.0 5. ROUGH GRADE STREETS, CONSTRUCTING CHANNELS ,
r' I AND DIVERSIONS, AND INSTALLING STORM DRAIN ~ ~ 5 0.9 10.0 19.9 4.0 PIPES WITH INLET PROTECTION SIMULTANEOUSLY.
I I 6 0.9 8.9 17.8 4.0 6. CONSTRUCT WATER LINE EWER LINE . ~ ~
\ r PROJECT 7 0.2 25.4 50.8 4.0 S, S S 7. FERTILIZE, SEED, AND MULCH EACH AREA WITHIN ~ ~ 8 0.2 3i.9 63.9 5.0 15 DAYS OF REACHING FINAL GRADE.
LOCATION I , 9 0.5 42.3 84.6 8.0 8, INSTALL GRAVEL BASE AND PAVE STREETS. ~
, ` STORM DRAIN PIPE SCHEDULE ~ d
, r ` ~ I N0. LENGTH INV. IN INV. OUT SLOPE DIAMETER B. MAINTENANCE PLAN:
- , ~ I " SD-1 48 88.23 86.77 3.14 42" 1. INSPECT ALL EROSION CONTROL MEASURES ON A
~ 1125 I SD-2 50' 99.30 95.70 7.20 18" WEEKLY BASIS OR AFTER EACH RAINFALL EVENT,
/ i I I ` SD-3 40 102.50 97.50 12.505 18° WHICHEVER TIME PERIOD IS SHORTER.
~ POLE P , PERMANENT CHANNEL SCHEDULE 2. CLEAN OUT EACH TEMPORARY SEDIMENT TRAP OR SHAPE: V-SHAPED INLET PROTECTION DEVICE WHEN HALF FULL AND
r I , ~ ~ ~ P _ I P P LINING: GRASS PER SEEDING SPECIFICATION REPLACE STONE AS NEEDED. ~
I - P- P P P CHANNEL TOP WIDTH DEPTH TEMPORARY 3. AS VEGETATION EMERGES, CHECK FOR ANY BARE
i I ~ j EXIST , ` SPOTS OR AREAS OF SPARSE GROUND COVER AND N0. FT. FT. LINER I RE-SEED.
EL 1121.13 - 1 , , CHi 4.0 1.0 STRAW WITH NET \ CN2 4.0 i.0 JUTE NET 4. AFTER GROUND COVER IS WELL ESTABLISHED,
I ~ ; I I , ~ , ~ Q \ - ' 1. TRAW WITH NET REMOVE TEMPORARY EROSION CONTROL MEASURES, \ , ' CH3 4.0 0 S
I , 2 ; ~ I ' ' CH4 4.0 1.0 STRAW WITH NET GRADE THOSE AREAS SMOOTH AND RE-SEED. \ '
27 , rte/ ` I ~ PERMANENT CHANNEL SCHEDULE TEMPORARY DIVERSION SCHEDULE
` ` 1 1 I SHAPE: V-SHAPED -
~ ` ' I 24 , ! I ~ ' LINING: RIP RAP SHAPE: PARABOLIC LIMING: GRASS PER SEEDING SPECIFICATION
ci' f I ` I I I ` TST-8 N TURAL SWAL DO ` , , ~ ( , 1 ~ CHANNEL TOP WIDTH DEPTH d50 RIPRAP SIZE CHANNEL TOP WIDTH DEPTH
4" SEWER ~ NOT D d N0. FEET FEET INCHES \ - ~ N0. FT. FT. \ CH 5 4.0 1.0 12
CLEAN-OUTS @ I TST-7 ISTURg) , rd; 4 , f ~ SER -1120 ~ M. Hr A 2 , 23 TD1 4.0 0.5 CH 6 4.0 1.0 12
50 O.C. (TYP) I I SD-3 ~ I T -4 - ' ' LINE #2 ~ ST Q TST-3 SD-2 1115 Il~iir_il~li~li~i ii - ~ I I 1 ~ TD2 4.0 0.5
r' . ~ , , H 3 ; I ~ ~ TD3 4.0 0.5 1
125.0 I1 - ro ~~I~ I EXISTI 36" CMP - TD4 4.0 0.5 - TD5 4.0 0.5
I `.I o , r I - , ' ~ ~ ; ' ~r - - ~D-3 - SMALL-STREAM 3' -4' WIDE - TD6 4.0 0.5
II 'I ...~I~~I ~~~I~ 125.00 I i _ ~I~~~..I~... ' M.H. A-1 ` ,gND 2 DEEP t,~z~. taa;y
0 7+50 - o - 86°46 44 W i _ 4~ ~72 A-1 I ; TD8 4.0 0.5 a c o~~r I I ~ F~ ~~`"r y 'I,"'Y
- ] p ~ 608.72 ~T~ .p~ I - 0 6+50 r... J ~ , ~ EXISTING M.H. ; W» * -d~~
a 6+00 5+50 S S r~ Ct , _ ~ ~ STRE IIA If - 5+00 ~ I ~ ~
- ~ S 86°46 44 E - o ~ 3~ ~ ~ ` - _ p + ~ UBLIC - - . ~ ~ •
_ 25.72 u ,
~ J . ~ ~ , . ''125.0 / u ~ ~ ~ , S 86'46'4 TD- 7 - ~ ~ ~ ~ . I. ~ . ~ ~ f ~ I \ , 5`' I r I RAVEL INLET PROTECTION
150.50' p + ~ ~ , ED-3 ~ ~ - ' ~ SEE DETAIL TYP ~ I ( ~ y
, ~J ~ ~ C ~ 0~ - TST-1 I ~ ~u~ ~~6 ~ , /
N / , I S ~ 10 x70 SITE TRIANGLE
I - 1, STA 7+17_ ~Tk?EET A Q ~ S 2 ~ 22, 1105 ~~f1~~ - m _ , II II ~ ~ SS, rx ~ ~3' ~ I , r 2 ~ 50 TAPER ~ x 2 i ,
- _ STA 0+00 STREET`~,B TD-6 ~ w - ~ S~, asp A~ - - y , o Aso S5 ~ I REQUIRED FOR W i ~
BOUNDARY OF DISTURBED AREA - + W I - ~ - - ? / ~ I UTILITY POLE TO BE ~i , LESS THAN 26 ~ I
I W I ~ ~ - ni ~ - TD - 5 9 - _ ED-2 TST-5 yF \ TOTAL AREA DISTURBED - 2.37 AC;: _ ~ m ~ _ Q ~ I ~ s F ~ y MOVED BY OTHERS 70'
- _ m ~nl 3 ~ s oo ~ ~i ; ~ 0 R - 30 R 30' SIGHT TRIANGLE
I i i 1100 - _ 1 ~i „ I _ TD-2 / PO
I I- ,~co ` ~ ~ SILT FENCE (TYP) _ _
- h = e it I , Z % R=30' - R=30' ~
' ~ _ - ti - I - i 5 i , - STOP ~
- 18 PVT = s _ ~ - I ~ TST-2 \ NATURAL SWALE ,(DO r_2 ~ o EDGE OF PAVEMENT EDGE OF PAVEMENT J
1os5 - _ ~ - I - ' - P / N T DIST ED-1 -1 ~
3 0 ~ , , , - + EDGE OF PAVEMENT EXISTING ROAD ~ EDGE OF PAVEMENT + ,Sp_1 ONCRETE ENDWALLS 2
~ ~ ~ TYP SEE DETAIL ~
. I. + 1 Q ~I~' N,4GE , ' - ( ~ j RECOMMENDED ROAD CONNECTION
loso------`, 1 ~ SWALE,Vt,IT~. LASS,' I i i i ~ ~ - , 'LASS,% , ' Z o
` ~ - I - ~ EAN-OUT I B IPRA1`' AFT@~i FT@~i ~
VIVEN G. RAD R 1 - EXIST~~IG M. H ~ IVCr bISTU,R~ED _ ~ ~ _ I _ I , , QED o Q o;
1 453 1705 - ;-l - , o - ; 1 ~ ~ ~ - - '"ENER -1~ IP W SPA R STREAM IMPACT N0. 1
1085 , , + _ 4 SEWER SERVICE , , ~ I - G~ ISS A R , I f ,
= a - SILT-FENCE T ' LINE #1 ~ TYP SEE SCH RULE ; 'H RULE ;
- ' , - - - Tl~MPORARY RAVEL; , , i~ O N RAVEL , }
1080 _ ~ \ ,i ~ I ~ ~ I, CQNSTRUCTI N ENT C Q4 N ENT CE z ~ ~ .
~ o ~ , , , j /SLOPE A9 INDICATED ON PLANS LL J O H U
~ _ ~ + , I I gn ~ OOysZ I I ~ H W U-
_,.c~- - I _ ~ , ' I .~a - 38 , 4 I H O~ ~ ~ a ~ H
- , I c~ ~ I I ~ N H ~y C W f~ fn
~ ~ ~ ~ I ' ` I ' I _ , ~ N t :t D.B. N QpN I - - _ _ + E " PIPE m Z • 7 ~ ~
1075 " ~ ss - ' ` f I ~ , ? 8~ Y4-BARS d ~ O p 0
'l`, I ~ ' FAI WAY; OAK L T ~ , i r I 1 ~ r r ~ L T 38 ~ \ W -O~ ' l~ O bN (p.'i
a PA' 54 -Y
1070 ~ ~ ` / , ' ~ f ~ ~ ~ ~ I , ~ "N H " 2 1` W PLAN B ~ 12 ti ~ m O
, vvv `,i FoorINB W W • • 2 ~ °o °o °o
~ , I , ' , ' r _ I 1iF CONST. JOINT IS USED) DOWEL J ~ J W 3 iy N N N
- , rD-s 37 ~ , g Y D END ELEVATION 8AR XX s W h ~ V Q~ W ~ ~ o pM~ 4~00~ 002 1105
` ~ e I I , X _ ~ 1100 1100 N W N
I II ~ 1 , c~ > I I DOWELS IN ENOWALL WITH C. 8. PIPE Z J o
TD- I 9 PIPE BINDLE PIPE DOUBLE PIPE 'i 0 ~ ~ 95 I I I I I I I I LOC. DU. 15" 18" 24" 80" 38" 42" 48" i5" 18" 24" 80" 38" 42" 48" ~ V'
I -I , I N n N M 11 11 N M II N n n y 11 M n n n n" n n n n l . M y ' I I I ( I BARB X x X X X X Y X Y X" X X X X X' Y X" Y o J W W
i - TST -9 + P _ _ _1_- 0 OTY. 2 2 9 9 4 4 6 2 2 9 9 4 4 b o J d ~ I I I -r- ---1--I-- - - 2 2 1 1 1 2 2 2 2 2 2 ~ `N H
, i i loso - - i i = r Orr. - a d d Q Z DDy~L 0 OTY. 2 2 3 8 4 4 5 2 2 9 S 4 4 5 Z 3 O
I, 1085 1 L TOTAL LBB. g g 14 t4 to 53 82 12 12 18 1g 23 73 e5 Q Z W ~ J - H J ~ J ~I
I i ' L 1065 v, + - -I-~ ~ / I OPTIONAL CONSTRUCTION JOINT N W m H
sW~a~c ~ ti 2 OIYEN910NS AND CONCRETE OUAHTITIE9 (Il F ~ _ \ H
ss - _ I / ~ I loco ~ _ SILT FE E (TYP~'~., ELEVATION J W p~ W a~ p U81NO CORRUGATED STEEL PIPE
1065 I~ ss ~ 1080 COWON - SINGLE PIPE DOUBLE PIPE LD ~ : ~ ~ D H 8 0 L YD° Y L YDe W~ Z~ ~ QM~ V
- , ~ / ~ I - 1070 I ss _ , . „ 3'-4u 1'-Bn r n r u 1'-11" '•11° 1.0 Q ~ W N 15 2 •B 5.0 0.7 8 T
, I 18" 3'-7" 1'-10" 2'-11" 5'-10" 1.0 2'-3" A'-1" 1.2 v W 2 ~ 24" 4'-1" 2'-1" 3'-S" 7'-4" 1.4 31 O° 1D'•4" 1.g O " ~ 0
1 \ ' ~ ~ ~ _ , _ - - ss ' - ~ - ss r n r u u O Z 30" 4'•7" 2 -4 4'-5" 8'•10" 2.D 3 -B 12`-7 2.7 V r^
38" 5'-1" 2'-7" b'-2" 10'-4" 2.B 4'-B" 4'-10' 3.8 vJ
~ _ ss ss I / ~ S 42" 6'•7" 2'•10" 5'•11" 1'-10' 8.8 5'-S" 17'•1" 5.0 ~ Y W W U J 48" 8`-t" 9'-1" 8'-8" 13'-4" 4.g e'-0" ig'-4" 7.6 SHEET 2 OF 3 LL ~ W J
~ - ~ , , "SEE SHEET 3 0 ~ 838.01 ~ (n
, , , ~ 2 ~ o
, , , PAVEMENT °'O Q }
~ ~ -
_ ~ ~ J ~
, , , ~ • @" ABC H ~ 1- Q
, , , J CURVE RADIUS TANGENT LENGTH DELTA DEGREE CHORD CH. BEARING J L~
, ONPACTED SUBGRADE TACK m
(PER SPECIFICATIONS) COAT C-1 127.50' 66.35' 122.35' S4°58' 53" 44°56' 14" 117.71 ' S 05°O7' 48"W
NOTE: STREET CONSTRUCTION SPECIFICATIONS: 2 .00' 25.00' 39.27' 90°00'00" 229°10'59" 35.36' S 77°37'11"W STANDARD ASHPHALT PAVING C- 2 5
1. GROUNDCOVER SHALL BE ESTABLISHED ON EXPOSED SLOPES "'S _ C-3 202.50' 53.12' 103.90' 29°23'55" 28°17'39" 102.77' N 72°04'47"W
IA/TTUTAI i~ IA/nDllTAI/_' nnv~ D~~r Ain l~nl/DI CTTnAI nc AAfv 1. ALL EARTHWORK SHALL COMPLY WITH N. C.D.O. T. REQUIREMENTS. ALL FILL MATERIAL SHALL BE SUITABLE EARTH FREE n . nc nni nc nnl nn nil nnonninnu nnno~nirn~i ~c ocl C AioAR~AA~~C
rrt r 114 IV I %J r?VI II\11Yu Un I V UV I IYV VINWrLG I A MY yr PUY r 45' RIGH - 45' RIGHT-OF-WAY - U-4 ZD.uu ZU. w Ou.zf uu uu uu 44a 1u uv oo.ou o ItI 7v -r7
PHASE OF GRADING' PERMANENT GRO OF ORGANIC MATTER LARGE ROCKS OR OTHER DEBRIS. FILL MATERIAL SHALL BE PLACED IN 6" TO 8" LAYERS AND UNDCOVER SHALL BE COMPACTED AFTER EACH LAYER IS PLACE SUCH THAT ADEQUATE COMPACTION IS ACHIEVED. EXCESSIVELY WET OR DRY 6'0° 81011 51011 C-5 25.00' 11.85' 22.12' 50°42'13" 229°10'59" 21.41' S 28°34'22"W
ESTABLISHED FOR ALL DISTURBED AREAS WITHIN 15 18'0" P MATERIAL SHALL NOT BE USED. FINAL COMPACTION AT SURFACE OF SUBGRADE SHALL BE 100% OF STANDARD PROCTOR. SHLD. X8'0" PAVEMENT SHL0. ITC tiA C-6 50.00' 23.69' 44.25' 50°42'13" 114°35'30" 42.82' S 28°34'22"W
WORKING DAYS OR N MORE THAN 90 CALENDAR DAYS 2. AGGREGATE BASE COURSE (ABC) SHALL BE FROM A N.C. D. 0. T. -APPROVED QUARRY AND SHALL BE COMPACTED TO 100% 114"IFT C-7 50.00' 50.00' 78.54' 90°00'00" 114°35'30" 70.71' S 41°46'44"E 114"lFT 114"/FT
FOLLOWING COMPLETION OF CONSTRUCTION OR DEVELOPMENT. OF MAXIMUM DENSITY. - 1'/Fr C-8 50.00' 50.00' 78.54' 90°00'00" 114°35'30" 70.71' N 48°13'16"E 0.
2. AFTER THE INSTALLATION OF THE PIPE (SD-1) CROSSING 3. THE GRADING CONTRACTOR SHALL PROVIDE INDEPENDENT SOIL DENSITY AND ABC DENSITY TESTS SUITABLE FOR C-9 50.00' 23.69' 44.25' 50°42'13" 114°35'30" 42.82' N 22°07'50"W
THE CREEK; INSTALL SILT FENCE ALONG THE STREAM DOCUMENTATION TO N. C. D. O. T. LOCAL RESIDE 4. ASPHALT PAVEMENT SHALL BE N. C. D. O. T. SUPERPAVE SF9.5A. THE ASPHALT CONCRETE SHALL BE SUPPLIED BY A QMS LOCAL RESIDENTIAL STREET 01611 C-10 25.00' 11.85' 22.12' 50o42'13.1 229010'59.1 21.41' N 22007'50"W
N BANKS TO PREVENT FLOW FROM ENTERING THE CREEK. CERTIFIED SUPPLIER. THE PAVING CONTRACTOR SHALL CONTACT THE LOCAL N.C.D.0.T. DISTRICT OFFICE AT THE NYS C-11 25.00' 25.00' 39.27' 90°00'00" 229°10'59" 35.36' N 48°13'16"E F STBC an C-12 157.50' 41.32' 80.81' 29°23'55" 36°22'42" 79.93' S 72°04'47"E
TIME PAVING IS SCHEDULED TO ALLOW D.O.T. PERSONNEL TO BE PRESENT WHEN SAMPLE CARES ARE TAKEN. ABC

OWNER OF RECORD: NOTES: ENERGY DISSIPATOR SCHEDULE
BILLY L. MILLSAPS AND WIFE, COZETTE E. 1. CONTOURS FROM ALEXANDER COUNTY G.I.S. ALL MILLSAPS SURVEY ELEVATIONS ON PROFILES ARE BASED N0. APRON WIDTH AT WIDTH AT d50 dNAX. APRON ~ LENGTH CULVERT OUTLET THICKNESS II CONSTRUCTION SEQUENCE AND MAINTENANCE PLAN: ~
ON AN ASSUMED ELEVATION OF 100.00. BOOK 393 PAGE 2130 2. NO BUILDING LOTS ARE TO BE DISTURBED .UNTIL ED-i 20' 10.5' 23.5' 0.6' 0.9' 1.4' L
VEGETATION IS ESTABLISHED. TOTAL DISTURBED ED-2 9' 4.5' f0.5' 0.4' 0.6' 0, 9' A. CONSTRUCTION SEQUENCE: fA ED-3 9' 4.5' 10.5' 0.4' 0.6' 0.9'
AREA SHALL NOT EXCEED 1 AC. AT THAT TIME. 3. SURVEY BY CARL D. BUNTON & ASSOC.
TEMPORARY SEDIM_ENT_TAAP 1, OBTAIN APPROVAL OF EROSION AND SEDIMENTATION ~ ~
N0. DEPTH WIDTH LENGTH WEIR LENGTH CONTROL PLAN. H ~ FEET FEET FEET FEET 2. PLACE GRAVEL CONSTRUCTION ENTRANCE. L tV
~ ~ ~ ~ ( ~ ~ ~ 3. CONSTRUCT TEMPORARY SEDIMENT TRAPS CHANNELS ~ ' U
ar-~~ 1 0.4 20.3 40.5 4.0 AND DIVERSIONS. ~ Z
d 2 0.9 13.0 26.0 4.0 4. CLEAR AND GRUB AREA WITHIN CONSTRUCTION 3 0.1 28.7 57.3 5.0 LIMITS, ~ ~
' , - 4 0.2 30.0 60.0 5.0 5. ROUGH GRADE STREETS, CONSTRUCTING CHANNELS 3
i 5 0.9 10.0 19.9 4.0 AND DIVERSIONS, AND INSTALLING STORM DRAIN ~ ~
i i \ 6 0.9 8.9 i7.8 4.0 PIPES WITH INLET PROTECTION SIMULTANEOUSLY. p~
-PROJECT ` , I 7 0.2 25.4 50.8 4.0 6. CONSTRUCT WATER LINES, SEWER LINES. ~ ~ 8 0.2 31.9 63.9 5.0 7. FERTILIZE, SEED, AND MULCH EACH AREA WITHIN ~ ~
LOCATION ~ ~ r / ` 15 DAYS Of REACHING FINAL GRADE. 9 0.5 42.3 84.6 8.0 8. INSTALL GRAVEL BASE AND PAVE STREETS. ~
, STORM DRAIN PIPE SCHEDULE ~ - a
d, i , , ` N0. LENGTH INV. IN INV. OUT SLOPE DIAMETER B. MAINTENANCE PLAN:
i / ' ~ " SD-1 48' 88.23 86.77 3.14~a 42 i. INSPECT ALL EROSION CONTROL MEASURES ON A
- / r~ 1125 i_.-------------------------~- - SD-2 50' 99.30 95.70 1.200 18" " WEEKLY BASIS OR AFTER EACH RAINFALL EVENT,
SD-3 40' 102.50 97.50 12.50°s 18 WHICHEVER TIME PERIOD IS SHORTER.
- P P-----__ POLE ~ - ' ' ' P _ PERMANENT CHANNEL SCHEDULE 2. CLEAN OUT EACH TEMPORARY SEDIMENT TRAP OR SHAPE: V-SHAPED INLET PROTECTION DEVICE WHEN HALF FULL AND
~ / I I ~ / - P - LINING: GRASS PER SEEDING SPECIFICATION REPLACE STONE AS NEEDED. ~
- I ~ , - Q - P P p CHANNEL TOP WIDTH DEPTH TEMPORARY 3. AS VEGETATION EMERGES, CHECK FOR ANY BARE
EXIST , SPOTS OR AREAS OF SPARSE GROUND COVER AND N0. FT. FT. LINER
2 ~ ~ EL 1121.13 ~ - ' CH1 4.0 1.0 STRAW WITH NET RE-SEED. CH2 4.0 1.0 JUTE NET 4. AFTER GROUND COVER IS WELL ESTABLISHED,
I I - , i i , Q \ REMOVE TEMPORARY EROSION CONTROL MEASURES, \ ~ CH3 4.0 1.0 STRAW WITH NET
/ 2 I I ~ ' CH4 4.0 1.0 STRAW WITH NET GRADE THOSE AREAS SMOOTH AND RE-SEED. \
2'7 ` - I ~ PERMANENT CHANNEL SCHEDULE
~ I I i I - TEMPORARY DIVERSION SCHEDULE I SHAPE: V-SHAPED
24 1 I I yj ! I ~ ~ LINING: RIP RAP SHAPE: PARABOLIC
- _ N T RAL WAL D TST-8 I U S (0 - , LINING: GRASS PER SEEDING SPECIFICATION CHANNEL TOP WIDTH DEPTH d50 RIPAAP SIZE
4" SEWER ; ~ NOT DISTURB LEAN-OUTS @ I ~ TST-7 ) , 1 ' ~ N0. FEET FEET INCHES CHANNEL TOP WIDTH DEPTH \ ~ N0. FT. fT. \ ' 1 2 3 CH 5 4.0 1.0 12
Td~-4 SERVICE -1120-------~ ~ M. H, A 2 I , CH 6 4.0 1.0 12 TD1 4.0 0.5
50 0. C. (TYP) I I SD-3 ~ ~ ~ . I TS - 4 LINE #2 ~ I ~ e ' TST-3 1115 I,/II~I1=II~II=, II ~ ~ I j D-2 , ' TD2 4.0 0.5
r ~ H-3 _ II ~ ; ' TD3 4.0 0.5 r ' EXI TI MP ro4 a. o o. 5 S _NG 36 C -
~ - 125. I~ - ~ I I ,
TD-3 / 2 .0 I 125.00 , ~ Q ~ ! SMALL-STREAM 3' -4' WIDE 5 TD6 4.0 0.5
, i- ~ II I II~II , ~ I / ~ / I-II~II....I~ M.H. A-1 ' ND 2 DEEP TD7 4. o o. 5 , .~I;~,;;, ~ r ~1 ~~~e. . tlr... A -1 i - TD8 4.0 0.5 ` rt ~"0°r
e o _ N 86°46 44 "r - - a 4~ 72 _ 5~0 _o T 0 ~ W 608. 2 -~T~ - •o~ I ~ ~
~ : EXISTING M.H. ;
•q.p ,h
1110_--- ~ I , , - _ C 1 . ~ ~ , ~ ~ 4- _ 25.72 n , , ~ I ; d , TD -1 ~
C, ,1.4 . I ..1, X50" ' , _ _ _ so ~ ~ .I....I...,,, '`125.0 n ~ / s r ss I ~ I RAVEL INLET PROTECTION
, S 86°46'4 TD-7 , - ~ ~ ~
150.50 n~ + ~ o, . ED-3 ~ ~ ' _ (SEE DETAIL) TYP .,y ~ TST 1 I ~
\ ~ _ ~ -l , , f (A q~ ~ , ~ ~ Sul N ~ , I
- i ~ STA 7+ 17± STREET A = ; - u' ' ~ ~ 3 ~ S~, ~ 10 x70 SITE TRIANGLE I >
- = ~ STA 0+00 STREEF~,B ~ TD-6 , w - ? ~ S . ~s 5 S r 2~, 7 ~ 50 TAPER `3 ~S A s i I
o I - - ~ o o - ,'S'ST-6 ~ 1 ~ i o ~ 5 I (REQUIRED FOR W ~ ~ UTILITY POLE TO BE
BOUNDARY OF DISTURBED AREA + W I - _ - - ? `~A W 1 - _ - m I - TD - 5 9 ~a, i. 1 LESS THAN 26 )
BED = 2.3 7 A~: ~ - Q ED - 2 TST 5 ~ , yF ~ TOTAL AREA DISTUR _ ~ F . _ 1 ~ 5 ~F ~ y MOVED BY OTHERS 70' s oo
~ o - I I - ? ~ ~ ii i 10 R 30 R 30' SIGHT TRIANGLE
11DD _ - - ~ ~ ' , I ~ To-2 i ~ ~ -SILT FENCE (TYP) _
1 1 ~ 32 , ~ 5 i p I ~ - - RAW ~ ~ 2
+ ~ 31 ~ .1
I ~ N _ ' % - - d - ~ - I - i 5 i STOP ~
- 1 PV ~ - _ 5 I ~ I ~ TST-2 - NATURAL SWALE ,(D0~ ' < T-2 o rDGE OF PAVEMENT EDGE OF PAVEMENT ~ 0•
I ' 1095 , ~ i - e 3 NOT DIST ~ ED-1 \ 1
EDGE OF PAVEMENT EXISTING ROAD EDGE OF PAVEMENT ~ + ,Sp.1 CRETE ENDWALLS - Z
~ e , ~ ' ~ TYP SEE DETAIL o ~E - ( ) v
, ,N_ - , 1090------`, ` k-- - - ~ SWALE ,V~IT~I LASS,' RECOMMENDED ROAD CONNECTION ~ z ,,LASS, o
i 1 ~ ~ , j ~ ~ \ _ _ ,=~nl~ _ EAN-OUT RAC' 1FTEk ~
VIXEN G. RADAR - I . NG~'brsru ED - EXISTING M.H +--8 ~ Q o QED
w
453 170 5 ~ o ¦ ; '--o---~ ,,,~S ~ ~ ~ 4 SEWER SERVICE ENERGY UISSIPA R 1085 ~ i\ - I - / ~ I , ,''i IPA R STREAM IMPACT N0. 1
- N LINE #1 SILT FENCE (T ) (TYP,) SEE SCH DOLE ; ~H DULE ;
. 4 , t01 ~ ' ` ' CH-6 - H-5 ~ ~ ~ ~ ' - i _ _ - TEMPORARY RAVEL; ' ~
1 , - , RAVEL H N
loco ~ ~ I; ~ CQNSTRUCTI N ENT I f N ENT as CE a F ,
~ ~ ~ , ~ ~ / ~ ~ ~ , ~ , zoc~r, 11 a SLOPE A8 INDICATED ON PLAHB LL J a N Z
G + , ~ 1 , - ~ ~ , I I 9" ~n OOy2 I 4" I ~ M W LL " 1 ~ ~ _
I I / ~ Q~ aM
o - 'I ~ ' I f~lll=-~CW I N IL aJ I\
1 _ ~ ~ , , - In ` / \ i rn 55 - i , j + i :1 PIPE N O O N d r O I = L E a 2 1.1 I - - p 9°'~ N-eARB I- d.
1075 / ' . , , I ~ - ~ ~ FAI WAY OAK L 7 , o. ~ o o O L T 38 M \ o - o
I ' v O cv O C7
- ~ i i PA , e ~ , ~ , PA 54 ~ -
1070 _ ~ ~ ~ ~ ~ j I , \ ~1 PLAN r ~ lz" cn 2
PaoTINe U H " ~
e ~ _ - , I (IF CONBT. JOINT IS USED) DDWEL W W w ' ~ ~ ~ N N N 1 END ELEVATION o Q ~ 3 ~
TD-8 - ` 37 ~ ~ , e r o BAR-X ~~9y ~UQ~W r,oo 1105 pZ~ acg00o; 002
1 I , e i x _ ~ 1100 1100 w ~ ~ ~ N
~ - I I1 ! TD - I , 9 I I OOrELB IN EMDrALL rITN C. 8. PIPE Z J o
e - ~ ~ ~ 1095 , ~I ~ v I I PIPE BINDLE PIPE DOUBLE PIPE ~ ~ ~ W 195 I I I I I I I I LOC. DU. 16' t8" 24" 80° 9b' 42' 48" 16' le' 24' 80" 8b" 42" 48" ~ v
, ~ ~1 \ \ , , \ \ I I BARB "x. nx" Ny" nX" "X" .3" Y" "x" Y. px" "X" eX. "X. "X" .8" Y" "x. Y° ' A °_IWw
i - TST - 9 + ~ e N'--- L_1_~__ _ _r ___I__I__ D DTY. Y 2 9 9 4 4 5 2 z 8 9 4 4 5 o J N a a II II Y ~y, - 2 - 2 1 1 1 2 2 2 z z 2 a<~~ Q
~ ~ - loso L p~ a eTY. 2 2 9 8 4 4 b 2 2 9 9 4 4 5 Z (n O
~ i~ 1085 / ~ ~ ` I ~ TOTAL LBe. e r 14 14 le 69 8? 12 12 15 19 29 73 b5 Q = ~ J
L ~ ` 1065 + ~ ~ orrloYAL CONSTRI1Cf10N JOirf N W m H _ ~ ~ Q
I v If I I + ~ to ss \ I _ ~ ~ 1080 DIYEN8ION9 AND CdICRETE QUANTITIES W Q ~ 'l ~ ELEVATION U8IN0 COARUOATED STEEL PIPE ~ F ~ ~ ~ ~
- SILT FE E (TYP) ~ W W Fy o COWON 8INOLE PIPE DOUBLE PIPE Z Q C ~ ~
1065 I~ ss ~ 1080 ; - / ~ I D H B 0 L YD" Y L YD~ W v 'L ~ ~ OM U
~ I 1 ~ ` 7 SS / / ~ I 15" 8'-/' 1'•8" 2'•5" 5'-0" 0.7 1'-11" 0'-11' 1.0 < ~ W N 18" e'-7" 1'-10" 2'-11" 6'-1D" 1.0 r'-8" 8'-1" 1.2 V Lll J ~
1 ~ ~ 1 , I ~ i ~ ~ ~ / N rr^^ Z Lt 24" 4'-1' B'-1" 8'-8" T-4" 1.1 8'-O" 10'-4" 1.9 O vJ ~
O ~ 30" 4'-7' r'-4" 4'-5" 8'-10" 2.0 8'-e" 12'-7" 2.7 V
, _ t - i~ 38" 5'-1' 2'-7" 5'-2" 10'-4" 2.B 4'•8' 4'-10 3.8 42" b'•T 2'•10" 5'•11" 11'-10 8.0 b'-9" 1T-1" 6.0 ~ Y W
_ I , , ~ _ ~ ---5 48" 0'-1 8'-1" 8'-8" 19'-4" 1.B b'-0" 1B'-4" 7.5 U J BHEEi 2 OF 3 ~ Q W ~
~ , , '8EE SNEE7 a 838.01 ~ O (n ~
\ 2" ~
~ P M NT ~ AVE E "ts ? Q
~ _ , ~
J 8 ABC I-y
1• Q
CURVE RADIUS TANGENT LENGTH DELTA DEGREE CHORD CH. BEARING ~ lL
oNPACTED SuecaADE TACK H m (PER SPECIFICATIONS) COAT C-1 127.50' 66.35' 122.35' 54°58'53" 44°56'14" 117.71' S 05°07'48"W
NOTE: STREET CONSTRUCTION SPECIFICATIONS:
1. GROUNDCOVER SHALL BE ESTABLISHED ON EXPOSED SLOPES STANDARD ASHPHALT PAVING C-2 25.00' 25.00' 39.27' 90°00' 00" 229° 10' 59" 35.36' S 77°37' 11 "W NTS C-3 202.50' 53.12' 103.90' 29°23'55" 28°17'39" 102.77' N 72°04'47"W
WITHIN 15 WORKING DAYS BUT NO COMPLETION OF ANY ALL EARTHWORK SHALL COMPLY WITH N. C.D.O. T. REQUIREMENTS. ALL FILL MATERIAL SHALL BE SUITABLE EARTH FREE
, , ...r~.,... , r,. i~ eel RTAE - e~~ arrur_nF_wev -i C-4 25.00' 25.00' 39.27' 90°00'00" 229°10'59" 35.36' S 41°46'44"E
PHASE OF GRADING; PERMANENT GROUNDCOVER SHALL BE Ur UMAMIL, MAIICn, LANUL KUCna, Urt ulrltrl UtGIY10. r1LL MAICri1AL MALL CC I-LAULU IN 0' lU tlLAMM* AIVU -
COMPACTED AFTER EACH LAYER IS PLACE SUCH THAT ADEQUATE COMPACTION IS ACHIEVED. EXCESSIVELY WET OR DRY 610" 18'0" F ESTABLISHED FOR ALL DISTURBED AREAS WITHIN 15 MATERIAL SHALL NOT BE USED. FINAL COMPACTION AT SURFACE OF SUBGRADE SHALL BE 100% OF STANDARD PROCTOR. SHLD. 18'0" PAVEMENT 61011 51011 A C-5 25.00' 11.85' 22.12' 50°42'13" 229°10'59" 21.41' S 28°34'22"W ~
WORKING DAYS OR N MORE THAN 90 CALENDAR DAYS 2. AGGREGATE BASE COURSE (ABC) SHALL BE FROM A N. C. D. O. T. -APPROVED QUARRY AND SHALL BE COMPACTED TO 100 % 11 r IFT rr SHLD. ITC V C-6 50.00' 23.69' 44.25' 50°42'13" 114°35'30" 42.82' S 28°34'22"W S nL-'Lcz E T Y
114"AFT 114"1FT C-7 50.00i 50.00i 78.54i 90o00i00" 114o35i30n 70.71i S 41o46i44uE 141FT C-8 50.00' 50.00' 78.54' 90°00'00" 114035'30" 70.71' N 48°13'16"E
FOLLOWING COMPLETION OF CONSTRUCTION OR DEVELOPMENT. OF MAXIMUM DENSITY. 3. THE GRADING CONTRACTOR SHALL PROVIDE INDEPENDENT SOIL DENSITY AND ABC DENSITY TESTS SUITABLE FOR urn;.~...;,,.:':r..r;,,,.,,.;~+•:it_:::e;~,?:: 3. i i i " i " i o i n C-9 50.00 23.69 44.25 50o42'13" 114 35 30 42.82 N 22 07 50 W
2. AFTER THE INSTALLATION OF THE PIPE (SD-1) CROSSING ~6~~
THE REEK, INSTALL SILT FENCE ALONG THE STREAM DOCUMENTATION TO N. C. D. O. T. LOCAL RESIDI C 4. ASPHALT PAVEMENT SHALL BE N. C. D. 0. T. SUPERPAVE SF9.5A. THE ASPHALT CONCRETE SHALL BE SUPPLIED BY A QMS LOCAL RESIDENTIAL STREET C-10 25.00' 11.85' 22.12' 50o42'13" 229°10'59" 21.41' N 22°07'50"W NYS C-11 25.00' 25.00' 39.27' 90°00'00" 229°10'59" 35.36' N 48°13'16"E
BANKS TO PREVENT FLOW FROM ENTERING THE CREEK. CERTIFIED SUPPLIER. THE PAVING CONTRACTOR SHALL CONTACT THE LOCAL N. C.D.O. T. DISTRICT OFFICE AT THE :rw a C-12 157.50' 41.32' 80.81' 29°23'55" 36"22'42" 79.93' S 72°04'47"E
TIME PAVING IS SCHEDULED TO ALLOW D.O.T. PERSONNEL TO BE PRESENT WHEN SAMPLE CARES ARE TAKEN. ABC

_ _
WNER F RECORD: NOTES: { 0 0 1. CONTOURS FROM ALEXANDER (AUNTY G.I.S. ALL ENERGY DISSIPATOR SCHEDULE
BILLY L. MILLSAPS AND WIFE, COZETTE E. SURVEY ELEVATIONS ON PROFILES ARE 8,4SED MILLSAPS ON AN ASSUMED ELEVATION OF 100.00, N0. APRON WIDTH AT WIDTH AT d50 dNAX. APRON LENGTH CULVERT OUTLET THICKNESS II CONSTRUCTION SE EN E AND I AN N: N
800K 393 RAGE 2130 2. NO BUILDING LOTS ARE TO BE DISTURBED UNTIL ED-i 20' 10.5' 23.5' 0.6' 0.9' 1.4' QU_ C NA NTEN CE PLA ~
VEGETATION IS ESTABLISHED. T07AL DISTURBED ED-2 9' 4.5' 10.5' 0.4' 0.6' 0.9' ED-3 9' 4.5' 10.5' 0.4' 0.6' 0.9' A. CONSTRUCTION SEQUENCE: ~
AREA SHALL NOT EXCEED 1 AC. AT THAT TIME. 0> V7
3. SURVEY BY CARL D. BUNION & ASSOC. TEMPORARY SEDIMENT TRAP 1. OBTAIN APPROVAL OF EROSION AND SEDIMENTATION 0 Ln CONTROL PLAN. ~
N0. DEPTH WIDTH LENGTH WEIR LENGTH 2. PLACE GRAVEL CONSTRUCTION ENTRANCE. ~ ~ (FEET) (FEET) (FEET) (FEET) N TR T 0 N
' 3 COS UC TEMPORARY SEDIMENT TRAPS, CHANNELS ~ U
r~ 1 0.4 20.3 40.5 4.0 AND DIVERSIONS. ~ Z
c , 2 0.9 i3.0 26.0 4,0 4. CLEAR AND GRUB AREA WITHIN CONSTRUCTION 3 0.1 28.7 57.3 5.0 LIMITS. ~ O
~ / r------------------------- 4 0.2 30.0 60.0 5.0 5. ROUGH GRADE STREETS, CONSTRUCTING CHANNELS ~
I r,,, 5 0.9 10.0 19.9 4.0 AND DIVERSIONS, AND INSTALLING STORM DRAIN ~ N
I 6 0.9 8.9 i7.8 4,p PIPES WITH INLET PROTECTION SIMULTANEOUSLY, pt 7 0.2 25.4 50.8 4.0 6. CONSTRUCT WATER LINES, SEWER LINES. 0 0
-PROJECT ~ ~ ~ 1 8 0.2 31.9 63.9 5.0 7, FERTILIZE, SEED, AND MULCH EACH AREA WITHIN tl• ~
LOCATION , 9 0.5 42.3 84.6 8.0 15 DAYS OF REACHING FINAL GRADE. v 8. INSTALL GRAVEL BASE AND PAVE STREETS. ~
, STORM DRAIN PIPE SCHEDULE J
NO. LENGTH INV. IN INV. OUT SLOPE DIAMETER B. MAINTENANCE PLAN:
- ~ % ~ _ ~ , , SD-1 48 88.23 86.77 3.14 42 1. INSPECT ALL EROSION CONTROL MEASURES ON A
~ / i 1125 i Q}---- , SD-2 50' 99.30 95.70 7.20 i8" „ WEEKLY BASIS OR AFTER EACH RAINFALL EVENT,
, i SD-3 40' 102.50 97.50 12.50 18 WHICHEVER TIME PERIOD IS SHORTER.
P ' POLE I - - , - P_ P - P - PERMANENT CHANNEL SCHEDULE 2. CLEAN OUT EACH TEMPORARY SEDIMENT TRAP OR SHAPE: V-SHAPED INLET PROTECTION DEVICE WHEN HALF FULL AND
1 c i , , ~ ~ - P P ~Y- - LINING: GRASS PER SEEDING SPECIFICATION REPLACE STONE AS NEEDED.
e ~ , ~ / ~:---P P P CHANNEL TOP WIDTH DEPTH TEMPORARY 3. AS VEGETATION EMERGES, CHECK FOR ANY BARE
~ EXIST ~ ~ SPOTS OR AREAS OF SPARSE GROUND COVER AND NO. Fl. FT. LINER I - RE-SEED,
2 9 ~ EL 1121.13 ~ - ' I CH1 4.0 1.0 STRAW WITH NET 1 CH2 4.0 1.0 JUTE NET 4. AFTER GROUND COVER IS WELL ESTABLISHED,
' I N ~ - ~ i ~ ~ REMOVE TEMPORARY EROSION CONTROL MEASURES, CH3 4.0 1.0 STRAW WITH NET
, - e , - I 2 I ~ 1 GRADE THOSE AREAS SMOOTH AND RE-SEED. , CH4 4.0 1.0 STRAW WITH NET
I ~ PERMANENT CHANNEL SCHEDULE
- , I ~ TEMPORARY DIVERSION SCHEDULE i SHAPE: V-SHAPED -
, 24 m , , 1 LINING: RIP RAP SHAPE: PARA80LIC
~ 1 i TST-8 N TURAL SWAL (DO I LINING: GRASS PER SEEDING SPECIFICATION I CHANNEL TOP WIDTH DEPTH d50 RIPRAP SIZE _ ' CHANNEL TOP WIDTH DEPTH
, 4" SEWER , ~ ' _ Q NO. FEET fEET INCHES
LEAN-OUTS @ I ,1 TST-7 ~ , NOT DISTURB) , - Td~- 4 SERVI E _1120 ~ M. H~ A 2 ~ ~ ~ ' CH 5 4.0 1.0 12 N0, FT. FT. 23 TD1 4.0 0.5 CH 6 4.0 1.0 12
50 0. C. (TYP) I I SD-3 ~ f ~ LINE #2 ~ ~ ~ TSB-4 , 1115 I ~ ~ e TST-3 D_2 , TD2 4.0 0.5
_ N ~ ~ ' CH -1 ~ ~ • TD3 4.0 0.5 _ TD4 4.0 0.5
125.00' I ~ __a~ _ ' i ~ ~ EXISTING 36 CMP TD5 4,0 0.5 - ~ I
2 .0 725. e I - , - SMALL-STREAM 3 -4 WIDE rDS 4.0 0.5
~ - ~ M.H. A-1 AAtD 2 DEEP D7 4.0 0.5 4~lesocr~ler...
o - _N8 _ sa 2 ~ , ` 7+50 0 6 46 44 W _ 4~1 ~ 72 , _ ~ p 608.7 ,T, .61 ? , 1 i _ TD8 4.0 0.5 0 rt ~•'d+i I - ~ ~
n Ct
_ ~ ~ ~ SIRE- 1~ ,y`+- _ 5+50 5+00 , ~ ET ~ EXI TIN M.H. : ~ S G -d"-~ ; , •Cl•O
46 44 E pU _ 1 3~ 3+ ~ 111----- _ _ ~ BLIC - ~ 1-_- / ' I p ~ ~ w ~
~ ~ ~ ~ 25.72 a . ~ TD ;
25 00 I ` ' TD - 7 ~ - ~ ' S 86'46'44"E ~ ' S5 RAVEL INLET PROTECTION .~c~
- ~m _ o ,r _ 150.50 0 + J ' , ED-3 - _ _ nn ~ I (SEE DETAIL) TYP TST-~ I
~ , i ~u~ ~ ~
~ - _ ~ 'V ' ~ S° \ / 111 u i = CH- ~ ii ii (nN I , N I S~• 10 x70 SITE TRIANGLE 3" i ,
i I STA 7+17_ ~T~tEET A e ~ 3 3' 1105 _ , 41 ~ „ „ ' „ \ S S y 22' j 22, ~ ~ 50 TAPER x
- _ - ~ STA 0+00 STREEF~, B TD-6 , w - ? \ S . `3' ~s A 1 1\ , _ _ ~ o ~Sp A~~, 55 i ~ ~ (REQUIRED FOR W
--1' o G BOUNDARY OF DISTURBED AREA ~'I + W I - a - `\Aga. ~ f I UTILITY POLE TO BE , ~i i• I LESS THAN 26 )
- , W I TST -5 m I - TD-5 yF ~ TOTAL AREA DISTURBED - 2.37 Arm.' _ ~ ~ ~ _ e ~ ED-2 1 I , ~ , MOVED BY OTHERS 70'
- - ~ ~nl 3 8 5 4p
1100 - i I TD-2 ~ ~ ~ ii ~ ~ 0 R - 30 R 30' SIGHT TRIANGLE ~ ~~PO
- I , , I - ~ ICI - i _ ~ S ;x~ 1 32 ~ - , ~ SILT FENCE (TYP)
- + ~ 1 ~
I I ~ N , _ - ~ _ _ ~ R=30' R=30' ' ~ ' STOP
- 1 PV I - ~ 55 I NATURAL SWALE ,(DO - I - i TST - 2 ~~~r - A NT ? p CDGE OF PAVEMENT EDGE OF P VEME ~
~ 1095 i - ~ - e - 3 NOT DIST ~ ED-1 0' - O II
. I I . ~ - 55 ~ " 1 ' EDGE OF PAVEMENT EXISTING ROAD ~ + ;Sp_1 ONCRETE ENOWALLS EDGE OF PAVEMENT 2
- , ' _ / / O _ (TYP) SEE DETAIL ~
~ ~ - ~ - loso------~, a--- - - ~ SWALE ,VdIT~. LASS, ~ RECOMMENDED ROAD CONNECTION
ASS; o
~ , I - ~ EAN-OUT . B IPRA~' AFTEk VIVEN G. RAD R - - - - Ek ~ ~ •D o
~ , 1 I I - EXIST~~1G M. H +-----8 NCx'bISTU~ED Q _ 3 5 _ - _ - I , i , Q ~
453 1705 , o ; w / ~ R STREAM IMPACT NO. 1
1085 ~ , + 4 SEWER SERVICE , , , I - ENERG~'~ISSIPA R _ _ I N - , , , ~ - ~ LINE #1 SILT' FENCE (T J / (TYP,j SEE SCH DOLE ; ~DULE ;
- I ' - - - ~ ~ TEMPORARY RAVEL AVEL ; H y
1080 ~ I ~ , / 1 11 i , ~ ; ' 1 CQNSTRUCTI N ENT CE ~Q ' ENT CE a ~ ,
"p / , i ~ ~ , ~ 1 1 , 1 aac~0 1 SLOPE AS INDICATED ON PLANS ty J O ~ '
~ + 1 ~ I 9" Y~ ooNxZ
, ~ 1 - ~ 'Q / ~ ' 1 I I 4" ~ ~ ~ W ~ W j I i~ ~ QO O~
~ ~ ~ ,38 I NH~GW
~ , 1 1 a ? , ' ~ t :t C.B. a ~Oy M ~ I _ + L E PIPE ~ Z H n 0
1075 _ , , ; N ~ ~ ~ I - c 9 A4-BARS a0 ~ p O
- _ ~ ~ , ~ ~ FAI W Y 0 _ A , AK L T ~ , 1 ~ ~ 1 1 1 - , ~ f L T 38 ~ - 1 o O I~ O . ~ O
, . ----a-- , ~ ~ ;PLAT . BI O OK PA e PA 54 - N o=
1070 - ` \ ~ ~ '1 ZnW. PLAN e ~ ~ lz° ~ ~ 2
/ ~ ~ ~ 1 h C10 FOOTING U ti O O O
, , - I IIF CONBT. JOINT I8 UBEDJ DOWEL W W W'~ Z~ N N N ~JW$H
, TD-8 ~ ~ ` 37 , END ELEVATION BAA-"X" N 0 Q ~ ~ ~ ~ ~ G Y 0 ~ ~ G;UQLCW UUO 1105 p=er ~crlp0o; 002
~ , e I I , X - ~ ~ \ , 1100 1100 ~W o
I - ' ~ ~ ~ ~ ~ I ` ~ ` TD-9 ~ ~ i I DOWELS IN ENDWALL WITH C. 8. PIPE Z J o
PIPE BINDLE PIPE _ DOUBLE _PIPE _ ; O ~ W
~ 1 ( - + I ~ 1095 -I I ~I ~ I I I I LOC. DIA, 15" 18" 24" 30" 9B" 42" 4B" 18" 18" 24" 90" 88" 42" 4B" ~ LL, v I 1 BARS nXn uxu nXn nx" nXn xzn Y• nXn Y" uxu nX" nxn nzn nXn xxn Y• nXn Y• '
i ~ ~ - _ + i ~ e -TST 9 - ~JWw O OTY 2 2 9 9 4 4 5 2 2 9 9 4 4 5 ~ J 0. 0. ~ ~ - -r - --I --I--~ Y QTY, 2 2 1 1 1 2 2 2 2 2 2 ~ H H ~
~ I ' loso ~ _ _ i _ 5 Q d Q L pOYhL 9 DTY. 2 2 9 9 4 4 2 2 9 9 4 4 5 Z (n O
! 1 I I ~ 085 TOTAL LBB. 9 9 14 14 19 53 82 12 /2 18 19 23 73 06 Q Z W ~ ~
- I ~ ~ OPTIONAL CONSTRUCTION JOINT N m ~ ti
ss ~ I ; ~ ~ ~ 1080 _ ~ ~ ~ Q DIYEN910N8 Ate CONCRETE OUANTITIE9 W 0 ~ ~ Z
- SILT FE E TYP _ . I ( ) , ELEVATION USING CORRUGATED STEEL PIPE ~ F ~ ~ J - - ~ ~ W Ny o
1065 I~ Sg 1080 COYION BINGI.E PIPE DOUBLE PIPE ~ . ~ D H 5 D L YD' Y L 1'Da W~ Z~ ~ Q U
, i - / ~ , 1070 t~-I- 15" 8'•4" 1'•B" 2'•8" 5'•0" 0.7 1'-11" 8'-11" 1.0 Z ~ ~ N
, - ~ " ~ ~ u - ~ ~ w J T le 9a 1-lo z-11 5-lo t,D z'-3" e•1 1s N ~
- i ' 24" 4'•1" 2'•1" 3'•8" T•4" 1,4 8'•0" 10'•4" 1.8 ~J ~ O Q O 30" 4'•7" 2'-4" 4'•5" B'•10" 2.0 3'-8" 12'•7" 2.7 U ~ 2
_ _ ~ ~ 38" 5'-1" P'•7" 5'-z" 10'-4" 2.8 4'-8" 4'•10 3.8
, , , SS , , / ' S 1 1 u " ~ " ^ ~ ul 42 5'•7" 2'-10 5.11" 1 -10 9.8 5'•9 1T-1" 5.0 w Y U ~ 48" 8'•1" 9'-1" B'-B" 19'•4" 4.9 8'-O" 19'•4" 7.5 6HEET 2 OF 9 Ll ~ W
~ r •SEE SHEET 3 838.01 ~ O ~ 1
2" ~ ~
- ~ l 0 PAVEMENT Q ~
1 ~
_ _ ~ - ~n r ~
a • 8" ABC H ~ Q
CURVE RADIUS TANGENT LENGTH DELTA DEGREE CHORD CH.BEARING ~ ~
ONPACTED SUBGHADE TACK H
(PEfl SPECIFICATIONS) (~QA T I i i o I n o i n i o I u m C-1 127.50 66.35 122.35 54 58 53 44 56 14 117.71 S 05 07 48 W
NOTE: STREET CONSTRUCTION SPECIFICATIONS: sl C-2 25.00' 25.00' 39.27' 90°00'00" 229°10'59" 35.36' S 77°37'11"W STANDARD ASHPNALT PAVING
1. GROUNDCOVER SHALL BE ESTABLISHED ON EXPOSED SLOPES NTS C-3 202.50' 53.12' 103.90' 29°23'55" 28°17'39" 102.77' N 72°04'47"W
WITHIN 1.5 WORKING GAYS RIIT NO ('OMPI FTTOAI OF ANY 1. ALL EARTHWORK SHALL COMPLY WITH N. C. D.O. T. REQUIREMENTS. ALL FILL MATERIAL SHALL BE SUITABLE EARTH FREE n ~ nc nni nc nni nn nil nno nnlnnn nnno ~ni cni~ oc osl C Ai°AC~AA~~C
45' RIGHT-OF-WAY u--? ca.uu cu.uu oU.ci uu uu uu ccu iu uu uu.ou A `II Yu It It "
PHASE OF GRADING' PERMANENT GROUNDCOVER SHALL BE OF ORGANIC MATTER, LARGE ROCKS, OR OTHER DEBRIS. FILL MATERIAL SHALL BE PLACED IN 6" TO 8" LAYERS AND 45' RIGHT-( COMPACTED AFTER EACH LAYER IS PLACE SUCH THAT ADEQUATE COMPACTION IS ACHIEVED. EXCESSIVELY WET OR DRY 610" 18'0" PAVE - C-5 25.00' 11.85' 22.12' 50°42'13" 229°10'59" 21.41' S 28°34'22"W 18' 0" PAVEMENT 61011 51011
ESTABLISHED FOR ALL DISTURBED AREAS WITHIN 15 MATERIAL SHALL NOT BE USED. FINAL COMPACTION AT SURFACE OF SUBGRADE SHALL BE 100% OF STANDARD PROCTOR. SHLD. SHLD. ITC 2 C-6 50.00 23.69 44.25 50o42 13" 114o35 30" 42.82 S 28034'22"W SHEET
WORKING DAYS OR N MORE THAN 90 CALENDAR DAYS 2. AGGREGATE BASE COURSE SHALL BE FROM A N. C. D. O.T. -APPROVED QUARRY AND HALL BE T 100 % (ABC) S COMPACTED 0 114'IFr C-7 50.00' 50.00' 78.54' 90°00'00" 114°35'30" 70.71' S 41°46'44"E 114'IFr 114'IFT
FOLLOWING COMPLETION OF CONSTRUCTION OR DEVELOPMENT. OF MAXIMUM DENSITY. J"1FT C-8 50.00' 50.00' 78.54' 90°00'00" 114°35'30" 70.71' N 48°13'16"E
2. AFTER THE INSTALLATION OF THE PIPE (SD-1) CROSSING 3. THE GRADING CONTRACTOR SHALL PROVIDE INDEPENDENT SOIL DENSITY AND ABC DENSITY TESTS SUITABLE FOR Z' C-9 50.00 23.69 44.25 50042'13" 114 35 30 42.82 N 22007'50"W
THE CREEK' INSTALL SILT FENCE ALONG THE STREAM DOCUMENTATION TO N.C.D.0.T. 4. ASPHALT PAVEMENT SHALL BE N. C. D.0. T. SUPERPAVE SF9. 5A. THE ASPHALT CONCRETE SHALL BE SUPPLIED BY A QMS Nvs .DCAL RESIDENTIAL STREET 016" C-10 25.00' 11.85' 22.12' 50°42'13" 229°10'59" 21.41' N 22°07'50"W "vS C-11 25.00' 25.00' 39.27' 90°00'00" 229°10'59" 35.36' N 48°13'16"E F
S TO PREVENT FLOW FROM ENTERING THE CREEK. CERTIFIED SUPPLIER. THE PAVING CONTRACTOR SHALL CONTACT THE LOCAL N.C.D.0.T. DISTRICT OFFICE AT THE STSC OR C-12 157.50' 41.32' 80.81' 29°23'55" 36°22'42" 79.93' S 72°04'47"E
TIME PAVING IS SCHEDULED TO ALLOW D.O.T. PERSONNEL TO BE PRESENT WHEN SAMPLE CARES ARE TAKEN. ABC

OWNER OF RECORD: NOTES: BILLY L. MILLSAPS AND WIfE COZETTE E. 1. CONTOURS FROM ALEXANDER COUNTY G.I.S. ALL ENERGY DISSIPATOR SCHEDULE NO. APRON WIDTH Ai WIDTH AT d50 dMAX. APRON
' SURVEY ELEVATIONS ON PROFILES ARE BASED MILLSAPS ON AN ASSUMED ELEVATION OF 100.00. LENGTH CULVERT OUTLET THICKNESS II CONSTRUCTION SE UENCE AND MAINTENANCE PLAN: N
BOOK 393 PAGE 2130 2. NO BUILDING LOTS ARE TO BE DISTURBED .UNTIL ED-1 20' 10.5' 23.5' 0.6' 0.9' 1.4' ----Q - L ED-2 9' 4.5' 10.5' 0.4' 0.6' 0.9'
VEGETATION IS ESTABLISHED. TOTAL DISTURBED ED-3 9' 4.5' 10.5' 0.4' 0.6' 0.9' A. CONSTRUCTION SEQUENCE: ~
AREA SHALL NOT EXCEED 1 AC. AT TNAT TIME. 3. SURVEY BY CARL D. BUNTON 8 ASSOC. TEMPORARY SEDIMENT TRAP 1. OBTAIN APPROVAL OF EROSION AND SEDIMENTATION ~ ~
N0. DEPTH WIDTH LENGTH WEIR LENGTH CONTROL PLAN.
_ -I H ~ (FEET) (FEET) (FEET) (FEET) 2• PLACE GRAVEL CONSTRUCTION ENTRANCE. L N
~ 3. CONSTRUCT TEMPORARY SEDIMENT TRAPS, CHANNELS ~ U
i - 1 0.4 20.3 40.5 4.0 AND DIVERSIONS. ~ Z 2 0.9 13.0 26.0 4.0 4. CLEAR AND GRUB AREA WITHIN CONSTRUCTION
d - , 3 O.i 28.7 57.3 5.0 LIMITS. ~ ~
- ~ 4 0.2 30.0 60.0 5.0 5. ROUGH GRADE STREETS, CONSTRUCTING CHANNELS ~
~ I r l\ i I 5 0.9 10.0 19.9 4.0 AND DIVERSIONS, AND INSTALLING STORM DRAIN ~ ro
I / 6 0.9 8.9 17.8 4.0 PIPES WITH INLET PROTECTION SIMULTANEOUSLY. p~ 7 0.2 25.4 50.8 4.0 6. CONSTRUCT WATER LINES, SEWER LINES. ~ L
-PROJECT ~ ' \ ~ ~ 8 0.2 31.9 63.9 5.0 7. FERTILIZE, SEED, AND MULCH EACH AREA WITHIN ~ ~ 15 DAYS OF REACHING FINAL GRADE.
LOCATION ~ , ` / ` 9 0.5 42.3 84.6 8.0 8. INSTALL GRAVEL BASE AND PAVE STREETS. ~
STORM DRAIN PIPE SCHEDULE ~
d, / ~ , , / I , / / ~ N0. LENGTH INV. IN INV. OUT SLOPE DIAMETER 8. MAINTENANCE PLAN: /i
1 , I i " V 0 SD-1 48 88.23 86.71 3.14 42 1. INSPECT ALL EROSION CONTROL MEASURES ON A
~ % , 1125 i SD-2 50' 99.30 95.70 7.200 i8" WEEKLY BASIS OR AFTER EACH RAINFALL EVENT, SD-3 40' 102.50 97.50 12.50 18" WHICHEVER TIME PERIOD IS SNORTER.
, PERMANENT CHANNEL SCHEDULE 2. CLEAN OUT EACH TEMPORARY SEDIMENT TRAP OR
- _ ~ P--i'-- POLE i SHAPE: V-SHAPED INLET PROTECTION DEVICE WHEN HALF FULL AND
I ) I , P P I p F - LINING: GRASS PER SEEDING SPECIFICATION REPLACE STONE AS NEEDED.
` . - - P 3. AS VEGETATION EMERGES CHECK FOR ANY BARE ~ P - P CHANNEL TOP WIDTH DEPTH TEMPORARY
EXIST ' i I j / I SPOTS OR AREAS OF SPARSE GROUND COVER AND N0. FT. FT. LINER I RE-SEED.
, I f 2 ~ I EL 1121.13 ~ I ~ I I I I I CH1 4.0 1.0 STRAW WITH NET ' 1 CH2 4.0 1.0 JUTE NET 4. AFTER GROUND COVER IS WELL ESTABLISHED,
, I i / -Q REMOVE TEMPORARY EROSION CONTROL MEASURES ~ \ CH3 4.0 1.0 STRAW WITH NET
, - 2 I I - ' GRADE THOSE AREAS SMOOTH AND RE-SEED. ` CH4 4.0 1.0 STRAW WITH NET
27 ' 25 I / PERMANENT CHANNEL SCHEDULE
, - I ~ TEMPORARY DIVERSION SCHEDULE I SHAPE: V-SHAPED -
, ~ , I ~ I SHAPE: PARABOLIC LINING: RIP RAP I LINING: GRASS PER SEEDING SPECIFICATION
' TST-8 , N TURAL SWAL 'DO II , I , ~ ~ ~ I CHANNEL TOP WIDTH DEPTH d50 RIPRAP SIZE ' CHANNEL TOP WIDTH DEPTH
4 SEWER I I LEAN-OUTS @ I ~ ~.I, TST-7 T _4 NOT DISTURB) _ ' ~ N0. FEET FEET INCHES - - 1 ~ 1 12 N0. FT. FT. CH 5 4.0 0
, SERVICE ~ _1120 ~ M. H, A-2 50 0. C. (TYP) I I SD-3 ~ ~ CH 6 4.0 1.0 12 TD1 4.0 0.5
~ LINE #2 ~ ~ ~ TSB-4 , \ e TST-3 D-2 1115 \ ~~u~~ii~ii~ii~i ~ I I ~ ~ S ~ TD2 4.0 0.5 ~ TD3 4.0 0.5
\ 1 ' u EXIST.~NG 36 CMP - rD4 4.0 0.5
~ 125. II - ~ - - I ' " ~ TD5 4.0 0.5 I I - SMALL-STREAM 3 -4 WIDE rDS 4.0 0.5
' ~ ' r - -TD 3 ,9Nd 2 DEEP 4.0 0.5 4y,exua.ui~rtr,
125.00 ~ ~ ~ Q i I ~ , it ~I ~~ii~ii n~ii , , _ _-.F__ ~ ~ M.H. A-1 y. A-1 I TD8 4, 0 0.5 ',~aoi I
o N 86 s a 2 I , ' 7+50 0 46 44 W - _ _ 4~f ~ ~ 72 , ` _ ~ p ~ 608.7 .T. _ .e~ ? , I ~ C ' AEEK P t s
_ - o n 6+50---_--~. B+00 + , SS r ~ i-,J ~Ct ~ , - ~ r . XI IN M.H. ~ ~ r,~ E ST G : ~ -~•s~~.
. o o ,ti / ~ a
1110_----- _ _ ~ PURL j ---~r~----- + ~ ' , ~ ~ , . ~ ~ _ C 12, 4 ~ , ~ , ' I PQ• 4 , TD-1
` CH-4 ~,C V _ _ 5.72 n u II ~ , , s5 I RAVEL INLET PROTECTION :,~c~
4 ~ ~ ~ .00 ' ~ I ~ , 4 E - S 86'46' TD-7 - ~ m o - I ',h
150.50 0 0 ~ ~ , ED-3 ,,,1 - ' (SEE DETAIL) TYP
i N ,
- STA 7 17_ STREET A Q - S ~ S ~ 10 x70 SITE TRIANGLE ~ 3 I
110.5 --~_4, - - m _ ~ II II _ ~ S S , < - - ~ STA 0+00 STREEF~, B TD 6 . w - ? ~ S , ~s •S y 2~. I ~ 50 TAPER
o I \ ~ - - ~ o ~ o I. _ ~ ,''TST-6 I y ~S A ~s i I o ~ I (REQUIRED FOR W
BOUNDARY OF DISTURBED AREA - + W I - - ~ ~ A ~ ~ I UTILITY POLE TO BE A ~ I LESS THAN 26' ,qa. i I )
TOTAL AREA DISTURBED = 2.37 A~: ~ ~ ~ - e ED-2 TST 5 ~ I , yF ~ ,~F ~ r MOVED BY OTHERS 70' . 5 00
_ - N I. F - - _ _ ~ - I I = ? ~ - ~ ~I 3 0 ~ ~ 10' R _ 30 R 30' SIGHT TRIANGLE
i / ~ PO ,
I _ 32 I- 5 SS I SILT FENCE (TYP) _ W
- + 31 .I I ' , R=30' - R=30 J
- ' ' 1 _ ~ - i J ' I / 5 / , - STOP ~
- - -1 PV - _ ~ 1 I / TST -2 ~ ~ EDGE OF PAVEMENT EDGE OF PAVEMENT TST -2 ` t o J 0' - - o
1os5 , _ _ NATURAL SWALE ,(DO , 3 NOT DIST ~ ~ ED-1 ED-1 '
i I ~ _ - ' EDGE OF PAVEMENT EXISTING ROAD ~ ' _ ONCRETE ENDWALLS EDGE OF PAVEMENT Z + , SD 1
+ N - = NAGS ; ~ ~ ~ TYP SEE DETAIL - ( )
' 'I ~ e - L.~1f~' ` loso------~, ~ k-- ~ , NAGS ~ RECOMMENDED ROAD CONNECTION
- SWALE ,Vi,IT~I LASS, FT, LASS,' z o s ~
`.=~1 - ~ EAN-OUT I B IPRA~' AFTER AFTER o ~ Q o
I I - EXISTING M. H ~ -~----8 NCx bISTU~ED 3 5 _ - - ~ ~ , TU ED o;
453 1705 - - o - ~ ~ cal II , 1085 , . ~ + ~ _ 4 SEWER SERVICE , , , ~ - ENERGY ~ISSIPA R ' 'j W SSIPA R STREAM IMPACT N0. 1
` LINE #1 SIL,7'~FENCE (T ) TYP, SEE SCH DOLE- SCH DOLE ;
, ~I ( ) H- ~ CH-5 ~ ~ i ~ ~ '
- _ - I _ _ _ % TEMPORARY RAVEL 3Y RAVEL; Hrn
1080 I / ~ I , / ~ CQNSTRUCTI N ENT P ~ Qa DTI N ENT CE a~~ .
~p , ~ , ~ v 1 /ELOPE A8 INDICATED ON PLAN9 LL J O H '
en ~;o OOyIZ I 4n I ~ M ' W~ ~ '
' -P ~ ~ n - - j I i~ ~ aC) O~Ziy M
' '38 I I Nf=- OJ n
u, ~ ' , I t :i C.B. r+ ~OtA M ~ I + PIPE Z M~ n O ' . - x L PE n~ O ~ d' ~
I ~ 9 d4-BARS- p,0 O O
° 5 ~ _ _ . ~ ~ ~ FAI WAY,' OAK L' K L T 38 ~ W Q ~ ' O ONE . ~
e / ' PA 54
1070 ~ ` ~ ` / ` ~ ~ ~ ~ r z- W.. PLAN ~ ° t2" v> 2
, Q ~ m , I B U' m0 v~rv ' I -
- ~ I ~ r _ \ I~CONBT. JOIHf I8 DEED W W • • 2 ~ 0 0 0 DOWEL W I 7 J W$ ti N N N
TD-8 _ - I ~ ` 3'7 - , \ c c D END ELEVATION BAR-"X" ~ N ~ U ~ ~ W 1105 pZ~~ afg00~ 002
e I I , X _ ~ 1100 1100 W ai
I - r' - I ~ I TD 9 I I c0 H > I I DOWELS IN ENDWALL M7TH C. 8. PIPE Z J o
e ` ~ + ~ ~ 1095 PIPE BINDLE PIPE DOUBLE PIPE 0 x7 O 1095 I I I I I I I I LOO. OIA. 15" 18" 24" 80" 38" 42" 48" /5" 18" 24" 80" 98" 42" 48" ~ ~ ~
~ -I \ I \ i I I \ ,
e ~ ~ ~=-TST-9 + ' I I I I BARB nXn nxn nxx n%x nxn nXx T+ nxx Y" x%n uxx nXx xXn xXx nXn Y" xXn Y~ O J W W 4__ _ G OTY. 2 2 3 9 4 4 5 2 2 3 9 4 4 5 o J d a ~ I ~ ~ -r- ---I--I-~f - -
i ' ~ loso - ~ i= r aTT. - - 2- P 1 1 1 2 2 2 2 z 2 Q t~~ Q L p01YEL 8 T DN. 2 2 9 8 4 4 6 2 2 3 9 4 4 6 Z (n O
I- 1085 1 TONAL LBB. 9 B 14 14 1A 59 82 12 12 18 18 23 73 86 Q = ~ J
I i v, + - 1065 \ + I _ l~TIONAL CONSTRUCTION JOINT N W m ~ ti _ ~ ~ ~ Q
Ss I ~ ~ ~ 1080 DIYENSION9 AND CONCRETE OUANTITIE9 W Q ~ ~ 12-,
- - _ SILT FE E TYP , ( ~ _ --b\ , ~ ELEVATION USING CORRUGATED STEEL PIPE ~ ~ f` ~ J ~ ~ W ly o COWON BIINiLE PIPE DOUBLE PIPE Z ~ ~ W W Q
1065 - I~ sg 1080 I ~'i / \ ~ ~ ~ ~ \ ~ D H 8 0 L YD9 Y L 7D° W Z r ~ Q U za N
1070 ~ ~ I 3$ ~ ----1 , I , / ~ I 15" 3r-4" 1'•8" 2'•8" 6'-0" 0.7 1'-11" 8'•11" /.0 Q
18" 3'•7" 1'-10" P'•11" 6'•10" 1.0 2'-8" 8'•1" 1.P v W n r n r n r n r n r x r N 24 4 -1 2 •1 3.8 7.4 1.4 3.0 10.4" 1.8 ~ v, 4
, I N 1 X I n O 30" 4'•7" 2.4 4'•5" 8'•10" 2,0 3.8 12.7 2.7 V ~ 2
~ ~ L SS~~' SS , - SS SS / 38" 5'-1" P'•7" 5'-2" 10'-4" 2.8 4'•8" 4'-10 9.8 v ,
~ _ / ~ ~ ~ ' ~ --5- V 42" 5'•7" 2'•10° 5'•11" 1'•10' 9.B 5'-3" 1T•1" 5.0 W Y W x r x I x . x r x r n U J 48 8.1 3.1 B •B 13'•4" 4.8 8.0 18.4 7.6 BHEEi 2 OF 3 Ll 'Q ~ J
~ - \ . - •SEE SHEET 3 838.01 3 O ~ J
_ ~ 2 u ~
\ T U PAVEMENT Q
~ _ \ _ ~ N
Yr J
, , • 8" ABC H EMI'' ~ Yriil~M Q
, , , , CURVE RADIUS TANGENT LENGTH DELTA DEGREE CHORD CH. BEARING ~ ll,
OINPACTED SUBGRADE TACK H
NOTE: STREET CONSTRUCTION SPECIFICATIONS: (PEA SPECIFICATIONS) L'QA T I I I o I n o I a I o I n m C-1 127.50 66.35 122.35 54 58 53 44 56 14 117.71 S 05 07 48 W
1. GROUNDCOVER SHALL BE ESTABLISHED ON EXPOSED SLOPES STANDARD ASHPHALT PAVING C-2 25.00' 25.00' 39.27' 90°00' 00" 229° 10' 59° 35.36' S 77°37' 11 "W
Nrs C-3 202.50' 53.12' 103.90' 29°23' S5" 28° 17' 39" 102.77' N 72°04' 47"W
WITHIN 15 WORKING DAYS BUT NO COMPLETION OF ANY 1. ALL EARTHWORK SNALL COMPLY WITH N. C. D.O. T. REQUIREMENTS. ALL FILL MATERIAL SHALL BE SUITABLE EARTN FREE _ _ r_d 9~ nn' nn' 40 97~ on°nn~nn~' 770°in~~a" Q~ QR' C d1°dR'dd"F
PHASE OF GRADING; PERMANENT GROUNDCOVER SHALL BE OF ORGANIC MATTER, LARGE ROCKS, OR OTHER DEBRIS. FILL MATERIAL SHALL BE PLACED IN 6" TO 8" LAYERS AND 43' H 45' H16H1 Uf -WAY v ~%J.WL/ ~11.W~ ~,.-LI ,w -
' COMPACTED AFTER EACH LAYER IS PLACE SUCH THAT ADEQUATE COMPACTION IS ACHIEVED. EXCESSIVELY WET OR DRY 6'0" F18,0 YI II 6 011 51011 C-5 25.00' 11.85' 22.12' 50°42'13" 229°10'59" 21.41' S 28°34'22"W D 18'0 PAVEMENT ~ SHLD. ITC V C-6 50.00' 23.69' 44.25' 50042'13" 114°35'30" 42.82' S 28°34'22"W SHEET
ESTABLISHED FOR ALL DISTURBED AREAS WITHIN 15 MATERIAL SHALL NOT BE USED. FINAL COMPACTION AT SURFACE OF SUBGRADE SHALL BE 100% OF STANDARD PROCTOR. SHLD.
WORKING DAYS OR N MORE THAN 90 CALENDAR DAYS 2. AGGREGATE BASE COURSE (ABC) SHALL BE FROM A N. C. D. 0. T. -APPROVED QUARRY AND SHALL BE COMPACTED TO 100 % 4' C-7 50.00' 50.00' 78.54' 90°00'00" 114°35'30" 70.71' S 41°46'44"E F114" IFT 1I4"1FT
FOLLOWING COMPLETION OF CONSTRUCTION OR DEVELOPMENT. OF MAXIMUM DENSITY. 2. AFTER THE INSTALLATION OF THE PIPE (SD-1) CROSSING 3. THE GRADING CONTRACTOR SHALL PROVIDE INDEPENDENT SOIL DENSITY AND ABC DENSITY TESTS SUITABLE FOR --"lFT C-8 50.00' 50.00' 78.54' 90°00'00" 114°35'30" 70.71' N 48°13'16"E
0 I 1 I I C-9 50.00 23.69 44.25 50042' 13II 114035'30" 42.82 N 22007'50"W '611
THE CREEK; INSTALL SILT FENCE ALONG THE STREAM DOCUMENTATION TO N. C. D. O. T. LOCAL RE ' 4. ASPHALT PAVEMENT SHALL BE N. C. D. O. T. SUPERPAVE SF9.5A. THE ASPHALT CONCRETE SHALL BE SUPPLIED BY A QMS LOCAL RESIDENTIAL STREET C-10 25.00' 11.85' 22.12' 50042'13" 229°10'59" 21.41' N 22°07'50"W BVS C-11 25.00' 25.00' 39.27' 90°00'00" 229°10'59" 35.36' N 48°13'16"E F
BANKS TO PREVENT FLOW FROM ENTERING THE CREEK. CERTIFIED SUPPLIER. THE PAVING CONTRACTOR SHALL CONTACT THE LOCAL N.C.D.0.T. DISTRICT OFFICE AT THE STBC Of? C-12 157.50' 41.32' 80.81' 29°23'55" 36°22'42" 79.93' S 72°04'47"E
TIME PAVING IS SCHEDULED TO ALLOW D.O.T. PERSONNEL TO BE PRESENT WHEN SAMPLE CARES ARE TAKEN. ABC

-
OWNER OF RECORD: NOTES: ENERGY DISSIPATOR SCHEDULE_ NO. APRON WIDTH AT WIDTH Ai d50 dMAX. APRON
BILLY L. MILLSAPS AND WIFE, COZETTE E. 1. CONTOURS FROM ALEXANDER COUNTY G.I.S. ALL MILLSAPS SURVEY ELEVATIONS ON PROFILES ARE BASED LENGTH CULVERT OUTLET THICKNESS II CONSTRUCTION SE UENCE AND MAINTENANCE PLAN: ~
ON AN ASSUMED ELEVATION OF 100.00. BOOK 393 PAGE 2130 2. NO BUILDING LOTS AAE TO BE DISTURBED UNTIL ED-1 20' 10.5' 23.5' 0.6' 0, 9' 1.4' - Q L
VEGETATION IS ESTABLISHED. T07AL DISTURBED ED-2 9' 4.5' 10.5' 0.4' 0.6' 0, 9' A. CONSTRUCTION SEQUENCE: ~ ED-3 9 4.5' i0.5' 0.4' 0.6' 0, 9'
AREA SHALL NOT EXCEED 1 AC. AT THAT TIME. 3. SURVEY BY CARL D. BUNTON & ASSOC. TEMPORARY SEDIMENT TRAP 1. OBTAIN APPROVAL OF EROSION AND SEDIMENTATION ~ ~
CONTROL PLAN. ~ ~ N0. DEPTH WIDTH LENGTH WEIR LENGTH 2, PLACE GRAVEL CONSTRUCTION ENTRANCE.
' l _ , (FEET) (FEET) (FEET) (FEET) ~ N
- 3. CONSTRUCT TEMPORARY SEDIMENT TRAPS, CHANNELS ~ U
M1r~ C _ 1 0.4 20.3 40.5 4.0 AND DIVERSIONS. ~ 2 2 0.9 i3.0 26.0 4.0 4. CLEAR AND GRUB AREA WITHIN CONSTRUCTION
c? - , 3 0.1 28.7 57.3 5.0 LIMITS. ~ ~
4 0.2 30.0 60.0 5.0 5. ROUGH GRADE STREETS, CONSTRUCTING CHANNELS ~ AND DIVERSIONS, AND INSTALLING STORM DRAIN ~ N
I I 5 0.9 10.0 19.9 4.0 PIPES WITH INLET PROTECTION SIMULTANEOUSLY,
' 6 0.9 8.9 17.8 4.0 6. CON TRUCT WATER LINE EWER LINE . ~ ~ 7 0.2 25.4 50.8 4.0 S S, S S
-PROJECT ~ 7. FERTILIZE, SEED, AND MULCH EACH AREA WITHIN ~ ~ 8 0.2 3i.9 63.9 5.0 15 DAYS OF REACHING FINAL GRADE.
LOCATION ` 9 0.5 42.3 84.6 8.0 8. INSTALL GRAVEL BASE AND PAVE STREETS. ~
STORM DRAIN PIPE SCHEDULE J - a
, 1 N0. LENGTH INV. IN INV. OUT SLOPE DIAMETER B. MAINTENANCE PLAN:
~ ~ / 1 ~ / , , I SD-1 48' 88.23 86.77 3.14 42 1, INSPECT ALL EROSION CONTROL MEASURES ON A
' i I 1125 I \ r ~ i , i ~ , , ~ t~ SD-2 50i 99.30 95.70 7.20 18" WEEKLY BASIS OR AFTER EACH RAINFALL EVENT, r SD-3 40 102.50 97.50 12.50 18" WHICHEVER TIME PERIOD IS SHORTER.
i ~ ~ ` ~ P--r--_ P POLE PERMANENT CHANNEL SCHEDULE 2. CLEAN OUT EACH TEMPORARY SEDIMENT TRAP OR
~ P SHAPE: V-SHAPED INLET PROTECTION DEVICE WHEN HALF FULL AND
' ~ P LINING: GRASS PER SEEDING SPECIFICATION REPLACE STONE AS NEEDED. ~
P- ~ I ~ , - Q , ~ P P P CHANNEL TOP WIDTH DEPTH TEMPORARY 3. AS VEGETATION EMERGES, CHECK fOR ANY BARE ` SPOTS OR AREAS OF SPARSE GROUND COVER AND
EXIST , ~ I , I NO. FT. FT. LINER I - RE-SEED. I CH1 4.0 1.0 STRAW WITH NET
2 9 ~ EL 1121.13 ~ ~ ; I \ CH2 4.0 1.0 JUTE NET 4. AFTER GROUND COVER IS WELL ESTABLISHED,
i , ~ - ` , - Q \ H 4.0 1.0 S7-RAW WITH NET REMOVE TEMPORARY EROSION CONTROL MEASURES, \ ~ C3
I ~ , I i ~ ~ 2 CH4 4.0 1.0 STRAW WITH NET GRADE THOSE AREAS SMOOTH AND RE-SEED.
27 2 6 2 5 , - _ PERMANENT CHANNEL SCHEDULE TEMPORARY DIVERSION SCHEDULE
I SHAPE; V-SHAPED
of ~ ~ ' LINING: RIP RAP SHAPE: PARA80LIC ~ LINING: GRASS PER SEEDING SPECIFICATION
TST-8 , N TURAL SWAL ~'DO , I CHANNEL TOP WIDTH DEPTH d50 RIPRAP SIZE ' CHANNEL TOP WIDTH DEPTH Q N0. FEET FEET INCHES
4" SEWER NOT DISTURB LEAN-OUTS @ I ~ TST- 7 _ ) \ \ ' CH 4.0 1.0 12 N0. FT. FT.
SERVICE ~ M. H~ A 2 ' 50' O.C. (TYP) I I - -1120------SD-3 ~ 23 5 ' CH 6 4.0 1.0 12 TD1 4.0 0.5 ~ ~ TD2 4.0 0.5
#2 ~ ~ TSr-4 Q _ , ` _ 1115 LINE , , , TST 3 ~ , ~ iii ~~~i~ii~ii~i ~ ~ I ~ ~ ~ aD-2 , I + TD3 4.0 0.5 +
+ TD4 4.0 0.5 + EXISTING 36 CMP -
~ 125. (t - ~ ~ ~ ~ SMALL-STREAM 3' -4' WIDE rD5 a.o 0.5 - rDS 4, 0 0.5
, ~ ; 1r - -~D 3 Q ' 125.00' ~ ~ ; ~ 1 t - 9ND 2 DEEP TD7 4. o o. s t@,~;.,1?r..,
' - _ M.H. A-1 1.1 _ _ _ T08 4.0 0.5 d,~~
8 0 - _ N 86 46 44 - i 4~1 ~72 , , _ 50 0 ~ 0 W 608. ~ -,T, ~ .@1 , ~ ` C r ~ I , - AFFK , ,p .'y
I I -----y 5+ ~ ~ , ~ EXISTING M.H. ~ A ~ -d"~
_ ~ ~ STREET `x -----~+50 S+QQ + Q ' ~ --'~-i - 46 44 E PUB _ - 3+~ + ~ - 'O / ~ o I .d.
111x---- ~ C ~ 4 \ , ~ , ~ ~ . , ~ ~ ~ _ 125.72 a ~ T
' ~ ~ . 5~ I GRAVEL INLET PROTECTION , d
~ - ~ ' ~ ~ '125.00 n ~ S 86'46'44" TD-7 ~ ~ ~;.r.~~x.~~..~,..,~ ~ I ~ , E ~ - , ~ 0 ~ I (SEE DELATI L) T
150.50 ~ , ED-3 ' ~ I ~ - TST -1 I
+ oa cn ~ ~ ~ ~ - ~ ~ , i ~ N ~ I
- , ~ cn - I STA 7+17± STREET "A' _ - ' ~ ~ ~N ~ 2S S , 10 x70 SITE TRIANGLE ~ ~ ,
~ ~ S ~S , ~ 110.5 ~ ~ ' - i' m - x u Q - ' ~ \ r ' _ - - - TD 6 , S x - STA 0+00 STREEF`, B ~ w = \ S~. Aso A,g r 22. T ~ 50 TAPER ~ ~s A S ,
o ~ ~ fiST 6 a I / o ~ 5 I (REQUIRED FOR W ~ ~ UTILITY POLE TO BE
BOUNDARY OF DISTURBED AREA + W I - = _ - \~9'~ I W I _ m I- TD-5 , I LESS THAN 26' i. ~ ) . ~ , MOVED BY OTHERS 70'
TOTAL AREA DISTURBED - 2.37 A~. _ ~ F _ - I ~ 5 5 00 ~
~ o - I I _ ~ \ - - ~ tni 3 8 ~ ii i ~ O~ R - 30 R 30' SIGHT TRIANGLE i
- I , / 1100 _ = i 1 „ I _ TD-2 i APO ~ SILT FENCE (TYP) _ _
I ~ r-I ~ 32 ~ - SS , o - Q ~ , _ ~ ~ I ~ + ~ - - - = R~W
_ ~ - ~ I I + , ~ ' / I _ - 2
H - ' ' ' - N i ' I / S / ~ - STOP ~ > ~ EDGE OF PAVEMENT '
- ~ PV - ~ _ / TST-2`. ~s~ ; - i NATURAL SWALE , D0~ _2 p EDGE OF PAVEMENT J - - - a
' 3 NOT DIST(URB) , 1 ` EDGE OF PAVEMENT EXISTING ROAD
- ~ / ;SD-1 NCRETE ENDWALLS _ EDGE OF PAVEMENT ~ O
' ~ ~ - , . I, + I Q L IN~'DRA~NAGE ; _ ~ (TYP) SEE DETAIL ~ RECOMMENDED ROAD CONNECTION
- ~=o I - ~ SWALE ,I~IT~. LASS, .ASS,' z o
- ~ -cnl r~ - EAN-OUT ~ ~ B IPRA~' AFTE?C~ 7EF~ ~ ~
GIVEN G. RADAR - i EXIST~iVG M.H +---8 NCx ~ISTU~ED ~ o QED Q ' o
3 _ r _ o _ ; , , w
453 1705 ~ x ; , - ~ 1 ~ 4 SEWER SERVICE ~ - ' ENERG~-~ISSIPA 1085 , i _ I + ~ ~ , PA STREAM IMPACT NO. 1
- N - SIL,T~FENCE T ~ TYP, SEE SCH DOLE ; r- LINE #1 ) ( ) ~ DULE ;
` co~ , ` CH-6 H-5 , ~ , r -
TEMPORARY RAVEL / ~ - - . ~ i 1 RAVEL H ~ a~
loan ' ~ CONSTRUCTI N ENT CE / P N 1N ENT CE a
~ i / ~ I ` 1~ ~ ~ + tl SLOPE A9 INDICATED ON PLANS ~ O V' U S^ OOQyIZ
G , ~ , I 4n ~ ~ H" W Q W" ~ I ~ av O~
- ~a, - , 3 8
~ - ~ ' I " tAFFOW I ~ t :t C.S. p ~OyJ M ~
1 ~ , , , _ , , ss / ~ , ~ I * PIPE Z H~ n O I - - - - = c E 9a,~ o, F- N rt Or
1075 ~ _ ; ~ ` W Y' 0 ' ~ FAI A AK L T LIT 3 8 \ r4-BMS o. ~ 0 O ~ I ' O ONO
~ ~
- - - , ; --o- , ~ ~ P LA ~ . B~ 0 0 K P A e ~ , ~ , , PA 54 -
1070 - \ ~ ~ ~ ' ~ ~ ` ~ i ~ PLAN B ~ ° 12 cn 2 m O
~ ~ \ ~ to ~ ~ I , _ 1 \~I POOTINB U O O O IIF coYST• JOIHi IB UBED) DOWEL W w w • • 2 cn o 0 0 ~Jw3t`I NNN
- ~ , END ELEVATION BAR-"X" ~ N ~ Q s W ~ ~ ~ G Y 0 ~ D;UQ~ UUO
1105 pzQ acnoao; 002
P - ~ ~ ~ ~ 1100 X - 1100 ~ N~y
- I ~ , ~1 1 ~ , TD-9 i I DOWELS IN ENONALL WITH C. 8. PIPE Z J o PIPE BINDLE PIPE _ DOUBLE PIPE ~ 0 ~ ~
P ' _ + \ ~ 1095 I ` I I 5 I I I I I I I LOC. OIA. 15" 18" 24" 30" 38" 42" 43" t5" 1B" 24" 90" 98" 42" 4e" ~ V x n n n x n x x u x n u ~ n u ~ ¦ u n x n x n u n n i n n x '
i I ~ , i I I I I BA88 X % X % X X Y % Y"%" % X X % X Y X Y ~ J W W 1 G OTY. 2 2 9 9 4 4 5 2 2 3 9 4 4 5 d ~
` i - TST -9 + P _ - , tl loso I - -r ---i--I--I Y QTY. - - - - 2 - 2 1 1 1 2 2 2 2 2 2 CC 'J H M ~
- i ~1- 1os5 5 Q ~ fL d 'Q Z L DOYhL 0 GTY. 2 2 3 9 4 4 2 2 9 9 4 4 5 Z O
i - , 1 ` I ~ L. - - ~ I TOTAL LBS. A S 14 14 13 53 82 12 12 IB 1G 23 79 SS Q Z W ~ J OPTIONAL CONSTRUCTION JOINT N W m ~ ti
1085 - + , ~ ~ I ` ,xi i i xxxx~ ~ ~ _ ~ ~ ~ Q
s ~ 1080 DIYENSIONB AND CONCRETE OUAYfITIE9 W Q ~ ~ 2 ELEVATION u9ING CORRUGATED STEEL PIPE ~ F' ~ F' ~
' SILT FE E (TYP~'~ ~ - - - _ _ ~ W W E,,,~ p COYYON BINDLE PIPE DOUBLE PIPE t V ~ ~ Lll Q
1os5 ~ ~ ss ~ ~ 1080 D N B G L YD° Y L YD° W z ~ ~ Q tJ z~ N
, ~ , ~ , s _ , . ~ 1 , S ----1 15" 9'•4" 1'•8" 2'-S" 5'-0" 0.7 1'-11" 8'•11" 1.0 0 ~ - Z 1B" S'-7" 1'-10" 2'-11" 5'-10" 1,0 2'-9" B'•1" 1.2 V ~ ~ h
, ` n r n n r n n x N Z~ 24 4.1 2.1 3-B 7.4 1.4 9.0 10.4 1.3 O ~J O O
S - ~ _ S 30" 4'-7" E'-4" 4'•5" 8'•10" 2.0 3'-S" 12'•7" 2.7 V ~ 2 38" 6'-1" 2'-7" 5'-2" 10'•4" 2.3 4'-8" 4'-10' 3.8
, ` S S ` - S S ~ ~ ~ \ W 42" 5'-T" 2'-10" 5'•11" 11'-10 9.8 5'-9" 17'-1" 5.0 LLI ~ U J
` _ ~ - ~ ~ SS , 48" B'-1" 9'-1" B'-8" 19'•4" 4.3 e'-o" 13'•4" 7.5 SHEET 2 OF 3 ~l Q W ,.I
~ / \ ~ - , , •9EE 9HEET 3 ~ ~ 838.01 ~ O ~
, _ ' 2.. ~ ~ o
, , ~ PAVEMENT °D Q }
~ _ , _ _ ~ m
, , , J i 8" ABC ~ H
, z , , , J Q
, , , CURVE RADIUS TANGENT LENGTH DELTA DEGREE CHORD CH. BEARING J ll,
PACTED SUBGRADE TACK ti m (PER SPECIFICATIDHSJ COAT C-1 127.50' 66.35' 122.35' 54°58'53" 44°56'14" 117.71' S 05°07'48"W
NOTE: STREET CONSTRUCTION SPECIFICATIONS:
1. GROUNDCOVER SHALL BE ESTABLISHED ON EXPOSED SLOPES TANDARD A HPHALT PAVING C-2 25.00' 25.00' 39.27' 90°00' DO" 229° 10' 59" 35.36' S 77°37' 11 "W s s Nrs C-3 202.50' 53.12' 103.90' 29°23'55" 28°17'39" 102.77' N 72°04'47"W
WITHIN 15 WORKING DAYS BUT NO COMPLETION OF ANY ~ • ALL EARTHWORK SHALL COMPLY WITH N. C. D.O. T. REQUIREMENTS. ALL FILL MATERIAL SHALL BE SUITABLE EARTH FREE C-4 25.00' 25.00' 39.27' 90°00'00" 229°10'59" 35.36' S 41°46'44"E
wr www....w ...-~rw . .wwr wnn..n n., n~nrn nrnnrn rr.. uarnru nuu ~ nr n. .nrn ru nn rn nu . •vrnn urn Q.rl ~ RTf;H1 - 45' RTf;HT (1F-WAY -
PHASE OF GRADING' PERMANENT GROUNDCOVER SHALL BE Ur UMAN1G MA!ItK, LAM= KUC;ns, UK UIKCK UCGK10. r1LL MAICKIAL OrIALL GC PLAUCU IN D IU C LATCKJ AMU
COMPACTED AFTER EACH LAYER IS PLACE SUCH THAT ADEQUATE COMPACTION IS ACHIEVED. EXCESSIVELY WET OR DRY 610" ESTABLISHED FOR ALL DISTURBED AREAS WITHIN 15 SHLD. 18'0" PA 61081 510" C-5 25.00' 11.85' 22.12' 50°42'13" 229°10'59" 21.41' S 28°34'22"W 18'0" PAVEMENT SHLD. ITC C-6 50.00 23.69 44.25 50042'13" 114035'30" 42.82 S 28034'22"W SnL:E
MATERIAL SHALL NOT BE USED. FINAL COMPACTION AT SURFACE OF SUBGRADE SHALL BE 100% OF STANDARD PROCTOR. WORKING DAYS OR N MORE THAN 90 CALENDAR DAYS 2. AGGREGATE BASE COURSE (ABC) SHALL BE FROM A N. C. D. O. T. -APPROVED QUARRY AND SHALL BE COMPACTED TO 100 % 114.IFT C-7 50.00' 50.00' 78.54' 90°00'00" 114°35'30" 70.71' S 41°46'44"E
114'!FT 1/4 !FT I'!FT C-8 50.00' 50.00' 78.54' 90°00'00" 114°35'30" 70.71' N 48°13'16"E
FOLLOWING COMPLETION Of CONSTRUCTION OR DEVELOPMENT. OF MAXIMUM DENSITY. C-9 50.00' 23.69' 44.25' 50°42'13" 114°35'30" 42.82' N 22°07'50"W
2. AFTER THE INSTALLATION OF THE PIPE (SD-1 CROSSING 3. THE GRADING CONTRACTOR SHALL PROVIDE INDEPENDENT SOIL DENSITY AND ABC DENSITY TESTS SUITABLE FOR DOCUMENTATION TO N. C. D. O. T. LOCAL RESIDENTIAL STREET C-10 25.00 11.85 22.12 50042'13" 229010'59" 21.41 N 22007'50"W
THE CREEK; INSTALL SILT FENCE ALONG THE STREAM LOCAL RESIDEN 4. ASPHALT PAVEMENT SHALL BE N.C.D.0.T. SUPERPAVE SF9.5A. THE ASPHALT CONCRETE SHALL BE SUPPLIED BY A QMS NY C-11 25.00' 25.00' 39.27' 90°00'00" 229°10'59" 35.36' N 48°13'16"E F NYS
BANKS TO PREVENT FLOW FROM ENTERING THE CREEK. CERTIFIED SUPPLIER. THE PAVING CONTRACTOR SHALL CONTACT THE LOCAL N. C. D.O. T. DISTRICT OFFICE AT THE STBC 09 C-12 157.50' 41.32' 80.81' 29°23'55" 36°22'42" 79.93' S 72°04'47"E ABC
TIME PAVING IS SCHEDULED TO ALLOW D.O.T. PERSONNEL TO BE PRESENT WHEN SAMPLE CARES ARE TAKEN.