20060311 Ver 1_COMPLETE FILE_20060224

[z?,l North Carolina Wildlife Resources Commission lvl
Richard B. Hamilton, Executive Director
MEMORANDUM O V
TO: Amanda Jones, Permit Coordinator MAR 2 2 2006
Asheville Office, U. S. Army Corps of Engineers
WEWO AND WATER QUALITY
BRANCH
FROM: Ron Linville, Regional Coordinator ZWW Habitat Conservation Program
DATE: March 3, 2006
SUBJECT: Town of Hildebran Sewer Infrastructure Improvements, DWQ No. 20060311,
Unnamed Tributary Drowning Creek, Burke County
The Town of Hildebran is requesting a letter of concurrence from the North Carolina Wildlife
Resources Commission (NCWRC) to obtain a 404 permit from the U.S. Army Corps of
Engineers. The NCWRC has reviewed information provided by the applicant, and field
biologists on our staff are familiar with habitat values of the project area. These comments are
provided in accordance with provisions of the Clean Water Act of 1977 (33 U.S.C. 466 et. seq.)
and the Fish and Wildlife Coordination Act (48 Stat. 401, as amended; 16 U.S.C. 661-667d).
The project is to install 6584 linear feet of eight-inch PVC sewer to connect 46 dwelling units to
the Town's municipal sewer system. Two stream crossings will occur on perennial streams.
Based on the information provided by the applicant and our knowledge on the range of trout in
the project area, we do not believe this project will cause significant effects to waters supporting
trout. Therefore, we do not object to the project as proposed providing the installation is
accomplished in accordance with the Corps's 404 (NWP 12) and NC Division of Water Quality
401 Certification requirements.
Thank you for the opportunity to review and comment on this project. If you have any questions
regarding these comments, please contact me at 336/769-9453.
Ec: Kevin Barnett, DWQ-ARO
Cyndi Karoly, DWQ-Raleigh
Mailing Address: Division of Inland Fisheries • 1721 Mail Service Center • Raleigh, NC 27699-1721
Telephone: [phone] • Fax: [phone]
of warF
O?1 RpG Michael F. Easley, Governor
\ William G. Ross Jr., Secretary
j [ North Carolina Department of Environment and Natural Resources
(7 ?
Y Alan W. Klimek, 1'.E. Director
Division of Water Quality
March 8, 2005
DWQ Project # 06-0311
Burke County
Albert L. Parkhurst, Mayor
Town of Hildebran
Post Office Box 87
Hildebran, NC 28637 s
t. I
Subject Property: Town of Hildebran Sewer Improvements
Approval of 401 Water Quality Certification with Additional Conditions
Dear Mayor Parkhurst:
You have our approval, in accordance with the attached conditions and those listed
below, to place fill within or otherwise temporarily impact 10 feet of streams for the
purpose of utility replacement at the subject properties, as described within your
application dated March 1, 2006. After reviewing your application, we have decided that
the impacts are covered by General Water Quality Certification Number(s) 3374
(GC3374). The Certification(s) allows you to use Nationwide Permit(s) 12 when issued
by the US Army Corps of Engineers (USAGE). In addition, you should obtain or
otherwise comply with any other required federal, state or local permits before you go
ahead with your project including (but not limited to) Erosion and Sediment Control,
Non-discharge, stormwater, and buffer regulations. Also, this approval to proceed
with your proposed impacts or to conduct impacts to waters as depicted in your
application shall expire upon expiration of the 404 or CAMA Permit.
This approval is for the purpose that you described in your application. If you change
your project beyond those impacts approved in this certification, you must notify us and
you may be required to send us a new application. If the property is sold, the new
owner must be given a copy of this Certification and approval letter and is thereby
responsible for complying with all conditions. If total fills for this project (now or in the
future) exceed one acre of wetland or 150 linear feet of stream, compensatory
mitigation may be required as described in 15A NCAC 2H .0506 (h). This approval
requires you to follow the conditions listed in the attached certification and any
additional conditions listed below.
The Additional Conditions of the Certification are:
401 Wetlands Certification Unit
1650 Mail Service Center, Raleigh, North Carolina 27699-1650
2321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604
Phone: [phone] FAX [phone] Internet: w .nmateroualitv.oro
No thCarolina
?13ntura!!ll
An Equal Opportunity/Affirmative Action Employer- 50% Recycled/10% Post Consumer Paper
Town of Hildebran Sewer Improvements
Page 2 of 7
March 8. 2006
1. Impacts Approved
The following impacts are hereby approved as long as all of the other specific
and general conditions of this Certification (or Isolated Wetland Permit) are met.
No other impacts are approved including incidental impacts:
Amount
Approved Units Plan Location or Reference
Stream 10 feet UT to Drowning Creek
2. Erosion & Sediment Control Practices
Erosion and sediment control practices must be in full compliance with all
specifications governing the proper design, installation and operation and
maintenance of such Best Management Practices in order to protect surface
waters standards:
a. The erosion and sediment control measures for the project must be
designed, installed, operated, and maintained in accordance with the most
recent version of the North Carolina Sediment and Erosion Control Planning
and Design Manual.
b. The design, installation, operation, and maintenance of the sediment and
erosion control measures must be such that they equal, or exceed, the
requirements specified in the most recent version of the North Carolina
Sediment and Erosion Control Manual. The devices shall be maintained on
all construction sites, borrow sites, and waste pile (spoil) projects, including
contractor-owned or leased borrow pits associated with the project.
c. For borrow pit sites, the erosion and sediment control measures must be
designed, installed, operated, and maintained in accordance with the most
recent version of the North Carolina Surface Mining Manual.
d. The reclamation measures and implementation must comply with the
reclamation in accordance with the requirements of the Sedimentation
Pollution Control Act.
3. No Waste, Spoil, Solids, or Fill of Any Kind
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 Pre-Construction
Notification. All construction activities, including the design, installation, operation,
and maintenance of sediment and erosion control Best Management Practices,
shall be performed so that no violations of state water quality standards, statutes,
or rules occur.
V
Town of Hildebran Sewer Improvements
Page 3 of 7
March 8, 2006
4. No Sediment & Erosion Control Measures w/n Wetlands or Waters
Sediment and erosion control measures shall not be placed in wetlands or waters
to the maximum extent practicable. If placement of sediment and erosion control
devices in wetlands and waters is unavoidable, they shall be removed and the
natural grade restored within six months of the date that the Division of Land
Resources has released the project.
5. Certificate of Completion
Upon completion of all work approved within the 401 Water Quality Certification
or applicable Buffer Rules, and any subsequent modifications, the applicant is
required to return the attached certificate of completion to the 401/Wetlands Unit,
North Carolina Division of Water Quality, 1650 Mail Service Center, Raleigh, NC,
27699-1650.
6. Diffuse Flow
All constructed stormwater conveyance outlets shall be directed and maintained
as diffuse flow at non-erosive velocities through the protected stream buffers
such that it will not re-concentrate before discharging into a. If this is not possible,
it may be necessary to provide stormwater facilities that are considered to
remove nitrogen. This may require additional approval from this Office.
7. Protective Fencing
The outside buffer, wetland or water boundary and along the construction
corridor within these boundaries approved under this authorization shall be
clearly marked with orange warning fencing (or similar high visibility material.
8. Buffer Replanting
Replanting of vegetation within disturbed areas located within 25 feet of the
stream bank associated with the approved temporary impacts to an UT to
Drowning Creek, installation, repair, replacement and/or maintenance must be
done in an "in kind" manner immediately following construction. (Example:
Disturbed areas with pre-existing grassed lawns must be replanted with grass.
Disturbed areas with pre-existing trees or woody vegetation must be replanted
with trees and woody vegetation. Disturbed areas with pre-existing forest
vegetation must be replanted with forest vegetation including at least two
different native hardwood tree species at a density sufficient to provide 320 trees
per acre at maturity. This density can usually be achieved by planting
approximately 436 (10 x 10 spacing) to 681 (8 x 8 spacing) trees per acre.)
Town of Hildebran Sewer Improvements
Page 4 of 7
March 8, 2006
9. No Sediment and Erosion Control Measures in Waters
Sediment and erosion control measures shall not be placed in wetlands or waters
to the maximum extent practicable. If placement of sediment and erosion control
devices in wetlands and waters is unavoidable, they shall be removed and the
natural grade restored within six months of the date that the Division of Land
Resources or locally delegated program has released the project.
10. Construction Stormwater Permit NCG010000
Upon the approval of an Erosion and Sedimentation Control Plan issued by the
Division of Land Resources (DLR) or a DLR delegated local erosion and
sedimentation control program, an NPDES General stormwater permit
(NCG010000) administered by DWQ is automatically issued to the project. This
General Permit allows stormwater to be discharged during land disturbing
construction activities as stipulated by conditions in the permit. If your project is
covered by this permit [applicable to construction projects that disturb one (1) or
more acres), full compliance with permit conditions including the sedimentation
control plan, self-monitoring, record keeping and reporting requirements are
required. A copy of this permit and monitoring report forms may be found at
http.//h2o.enr.state.nc us/su/Forms Documents htm.
11. Temporary Fills
All temporary fill and culverts shall be removed and the impacted area returned
to the original grade, including each stream's original cross sectional dimensions,
planform pattern, and longitudinal bed and bed profile after construction is
complete or within 6 months of the establishment of the crossing, which ever is
sooner, and the various sites shall be stabilized with natural woody vegetation
(except for the maintenance areas of permanent utility crossings) and restored to
prevent erosion. If the crossings are not completely removed and restored as
described above within the specified time above, additional written approval from
this Office must be obtained to modify this condition.
12. Culvert Installation
Culverts required for this project shall be installed in such a manner that the
original stream profiles are not altered. Existing stream dimensions (including the
cross section dimensions, pattern, and longitudinal profile) must be maintained
above and below locations of each culvert. Culverts shall be designed and
installed to allow for aquatic life movement as well as to prevent head cutting of the
streams. If any of the existing pipes are or become perched, the appropriate
stream grade shall be re-established or, if the pipes installed in a perched manner,
the pipes shall be removed and re-installed correctly.
Town of Hildebran Sewer Improvements
Page 5 of 7
March 8, 2006
Culvert(s) shall not be installed in such a manner that will cause aggradation or
erosion of the stream up or down stream of the culvert(s). Existing stream
dimensions (including the cross section dimensions, pattern and longitudinal
profile) shall be maintained above and below locations of each culvert. Therefore,
you must provide plans with adequate details that indicate that the current stability
of the stream will be maintained or enhanced. You must receive written approval
from this Office for the above plans before the culvert(s) is installed. Culvert(s)
must be installed according to approved plans.
13-Construction in and within the 25-foot trout buffers should not occur during the
typical October 15 to April 15 trout spawning season.
14. Stringent erosion control measures should be installed where soil is disturbed and
maintained until project completion. Sediment and erosion control measures shall
adhere to the design standards for sensitive watersheds (15A NCAC 4B .0124).
15. Seeding for a temporary cover of wheat, millet, or similar annual grain or permanent
herbaceous cover should occur on all bare soil within five (5) days of ground
disturbing activities to provide long-term erosion control. The projects should be
accomplished in stages instead of leaving large areas exposed to storm events.
Erosion control matting should be used in conjunction with appropriate seeding on
disturbed soils in steep slope and riparian areas. Matting should be secured in place
with staples, stakes, or, wherever possible, live stakes of native trees. Straw mulch
and tall fescue should not be used in riparian areas.
16. Where concrete is used, a dry work area must be maintained to prevent direct
contact between curing concrete and stream water. Water that inadvertently
contacts live concrete should not be discharged to surface waters due to the
potential for water chemistry change and a fish kill.
17. Under no circumstances should rock, sand, or other materials be dredged from the
stream channels under authorization of this permit except, if necessary, in the
immediate vicinity of the crossings. Dredging has severe effects on aquatic life and
disturbance of the natural form of the channel can cause downstream erosion
problems. The natural dimension, pattern, and profile of the channels adjacent to
the pipes should not be modified by widening or changing their depths.
18.Sandbags, flexible pipe, or other diversion structures should be used to avoid
excavation in flowing water. Materials used for flow diversions should be removed
from the stream bed after completing the construction work. Any diversion channels
must be lined with rock and fabric.
19.Any riprap placed for stabilization should be clean and limited to the stream bank
below the high water mark and vegetation should be used above. Rip rap must not
be placed in stream channels in a manner that obstructs fish passage.
Town of Hildebran Sewer Improvements
Page 6 of 7
March 8, 2006
20. Riparian vegetation should be preserved as much as possible. Where vegetation
must be cut, the area should not be grubbed so stumps and roots can resprout.
Native woody vegetation (e.g., rhododendron, dog hobble, silky dogwood, sycamore,
river birch, red maple) should be reestablished upstream and downstream of the
impacted areas if it is removed during construction to provide bank stability and
shading. We encourage the reuse of native plants that must be removed from
permanently disturbed areas.
21. Stream crossings should be made as close to perpendicular to the stream channel
as possible to minimize riparian area disturbance.
22.The stream channels should be restored to stable and natural conditions after
completing the pipe installations.
23.All mechanized equipment operated near surface waters should be inspected and
maintained regularly to prevent contamination of stream waters with fuels, lubricants,
hydraulic fluids or other toxic materials.
24. Discharging hydroseed mixtures and washing out hydroseeders and other
equipment in or adjacent to surface waters is prohibited.
Violations of any condition herein set forth may result in revocation of this Certification
and may result in criminal and/or civil penalties. The authorization to proceed with your
proposed impacts or to conduct impacts to waters as depicted in your application and
as authorized by this Certification, shall expire upon expiration of the 404 or CAMA
Permit.
If you do not accept any of the conditions of this Certification (associated with the
approved wetland or stream impacts), 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, which conforms to Chapter 1506 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.
Town of Hildebran Sewer Improvements
Page 7 of 7
March 8, 2006
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 Cyndi Karoly in the
Central Office in Raleigh at 919-733-9721 or Kevin Barnett in the DWQ Asheville
Regional Office at 828-296-4657.
Sincerely,
Alan W. Klimek, P.E., Director
Division of Water Quality
AW K1khb
Enclosures: GC 3374
Certificate of Completion
Guidelines for Riparian Buffer Establishment
cc: S. Bell
Hayes, Seay, Mattern & Mattern
1305 North Center Street
Hickory. NC 28601
USACE Asheville Regulatory Field Office
DWQ 401 Central Office
DLR Asheville Regional Office
File Copy
Central Files
Filename: 06-0311. TownofHildebranSewerlmprovements.Approval
Triage Check List
Date: 2/27/06 Project Name: TOHildebran Sewer Improvements
DWQ #:06-0311
County: Burke
Kevin Barnett, Asheville Regional Office
To:
60-day Processing Time: 2/24/06 to 4/24/06

From: Cyndi Karoly Telephone: [phone]
The file attached is being forwarded to you 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
? Minimization/avoidance issues
? Buffer Rules (Neuse, Tar-Pamlico, Catawba, Randleman)
? Pond fill
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?
Cumulative impact concern
F1
Comments: As per our discussion regarding revision of the triage and delegation processes,
please review the attached file. Note that you are the first reviewer, so this file will need to be
reviewed for administrative as well as technical details. If you elect to place this project on hold,
please ask the applicant to provide your requested information to both the Central Office in
Raleigh as well as the Asheville Regional Office. As we discussed, this is an experimental, interim
procedure as we slowly transition to electronic applications. Please apprise me of any
complications you encounter, whether related to workload, processing times, or lack of a "second
reviewer" as the triage process in Central had previously provided. Also, if you think of ways to
improve this process, especially so that we can plan for the electronic applications, let me know.
Thanks!
g!@T11VJ%
Eq Z 4 iZ96
Office Use Only: H Form Version March 05 ylajpW? jail I
USACE Action ID No. DWQ No.
(If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A"
I, 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 ® Express 401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested: NW-12, GC 3374
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 Ecosystem Enhancement Program (NCEEP) is proposed
for mitigation of impacts, attach the acceptance letter from NCEEP, complete section VIII,
and check here: ?
5. If your project is located in any of North Carolina's twenty coastal counties (listed on page
4), and the project is within a North Carolina Division of Coastal Management Area of
Environmental Concern (see the top of page 2 for further details), check here: ?
II. Applicant Information
1. Owner/Applicant Information
Name: Town of Hildebran
Mailing Address:P.O. Box 87
Hildebran NC 28637
Telephone Number: 828/397-5801 Fax Number: 828/397-7180
E-mail Address: townofbildebran(a,charterintemet.com
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: P. Scott Bell
Company Affiliation: Haves, Seav, Mattern & Mattern
Mailing Address: 1305 North Center Street
Hickory, NC 28601
Telephone Number: 828/327-2971 Fax Number: 828/327-4958
E-mail Address: sbell(a)hsmm.com
Page 5 of 13
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 proj ect: Sewer Infrastructure Improvements, Town of Hildebran
2. T.I.P. Project Number or State Project Number (NCDOT Only): n/a
3. Property Identification Number (Tax PIN): 1)2772-0878-8911, 2) 2772-1177-4186
4. Location
County: Burke Nearest Town: Hildebran
Subdivision name (include phase/lot number): N/A
Directions to site (include road numbers/names, landmarks, etc.): (FROM HICKORY)
TAKE HWY 70 INTO HILDEBRAN. TURN RIGHT ON N. CENTER STREET. OAK
RIDGE ROAD ON LEFT APPROXIMATELY 0.60 MILE: SHEPHERD COURT IS
APPROXIMATELY 0.40 MILE PAST OAK RIDGE ROAD ON LEFT
5. Site coordinates (For linear projects, such as a road or utility line, attach a sheet that
separately lists the coordinates for each crossing of a distinct waterbody.)
Decimal Degrees (6 digits minimum): SEE ATTACHED ON QUAD MAP °W
6. Property size (acres): 0: 17.15 ACRES: 2): 14.00 ACRES
7. Name of nearest receiving body of water: UN-NAMED TRIBUTARY OF DROWNING
CREEK
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 htti)://h2o.enr.state.ne.us/admin/mgps/.)
Page 6 of 13
9. Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application: portions of project are dense foliage/wooded majority of
proiect runs along existing roadways
10. Describe the overall project in detail, including the type of equipment to be used: Project
consists of the construction of approximately 6584 if of 8" PVC sewer which will tie to an
existing 12" sewer (which follows the above referenced unnamed tributary of Drowning
Creek)Equ?ment to be used on this proiect include 1 to 2 track hoes a rubber tire front end
loader, a back hoe a dump truck, a trench box and compaction equipment.
11. Explain the purpose of the proposed work: To provide sanitary sewer to approximately 46
dwelling units for the Town of Hildebran.
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. none
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.
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. Each impact must be
listed separately in the tables below (e.g., culvert installation should be listed separately from
riprap dissipater pads). Be sure to indicate if an impact is temporary. All proposed impacts,
permanent and temporary, must be listed, and must be labeled and clearly identifiable on an
accompanying site plan. All wetlands and waters, and all streams (intermittent and perennial)
should 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
Page 7 of 13
wetland or stream mitigation, list and describe the impact in Section VIII below. If additional
space is needed for listing or description, please attach a separate sheet.
Provide a written description of the proposed impacts: The proposed 8" sewer line will cross
the unnamed tributary of Drowning Creek 2 times at nearly 90° angles with the stream. The
existing sewer the new lines will be discharging into are located on the opposite side of the
tributary, and toyographically, it is necessary to have 2 crossings in order to serve all of the
properties as requested by the Town of Hildebran
2. Individually list wetland impacts. Types of impacts include, but are not limited to
mechanized clearing, grading, fill, excavation, flooding, ditching/drainage, etc. For dams,
senarately list impacts due to both structure and flooding.
Wetland Impact
Wetl
Number
(indicate on map)

Type of Impact Type of Wetland

(e.g., forested, marsh,
herbaceous, bog, etc.) Located within

100-year
F(yes/nain
es/no Distance to

Nearest
Stream
linear feet Area o
f
Impact
(acres)
n/a n/a

Total Wetland Impact (acres)
3. List the total acreage (estimated) of all existing wetlands on the property: none observed
4. Individually list all intermittent and perennial stream impacts. Be sure to identify temporary
impacts. Stream impacts include, but are not limited to placement of fill or culverts, dam
construction, flooding, relocation, stabilization activities (e.g., cement walls, rip-rap, crib
walls, 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. To calculate acrea e, multi 1 len h X width, then divide b 43,560.
Stream Impact
Number
indicate on ma
Stream Name
Type of Impact or
Perennial erennial or Average
Stream Width
Before Impact Impact
Length
linear feet Area of
Impact
acres
1 Ut-1 Temporary perennial 12' 5' .001
2 Ut-1 temporary perennial 12' 5' .001

Total Stream Impact (by length and acreage) 10' .003
Page 8 of 13
5. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.). Open water impacts include, but are not limited to
fill- excavation. dredgine. floodine. drainaee, bulkheads, etc.
Open Water Impact
Site Number
indicate on ma Name Waterbody
(if applicable)
Type of Impact Type of Waterbody
(lake, pond, estuary, sound, bay,
ocean, etc. Area of
Impact
acres

Total Open Water Impact (acres)
6. List the cumulative impact to all Waters of the U.S. resulting from the project:
Stream Impact (acres): 0.003
Wetland Impact (acres): 0.0
Open Water Impact (acres): 0.0
Total Impact to Waters of the U.S. (acres) 0.0
Total Stream Impact (linear feet): 10,
Isolated Waters
Do any isolated waters exist on the property? ? Yes ® No
Describe all impacts to isolated waters, and include the type of water (wetland or stream) and
the size of the proposed impact (acres or linear feet). Please note that this section only
applies to waters that have specifically been determined to be isolated by the USACE.
Isolated waters do not exist on the vronertv within the vicinity_of the proiect, however, the
entire property was not observed just the portion near the proposed construction
8. Pond Creation
If construction of a pond is proposed, associated wetland and stream impacts should be
included above in the wetland and stream impact sections. Also, the proposed pond should
be described here and illustrated on any maps included with this application.
Pond to be created in (check all that apply): ? uplands ? stream ? wetlands
Describe the method of construction (e.g., dam/embankment, excavation, installation of
draw-down valve or spillway, etc.):
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.):
Current land use in the vicinity of the pond:
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
Page 9 of 13
techniques to be followed during construction to reduce impacts. Existing sanitary sewer is on
the west side of the unnamed tributary of Drowning Creek property to be served by sewer is on
the east side of the unnamed tributary of Drowning Creek. A minimum of one stream crossing is
required to serve this property, and due to the topography of the site a minimum of two
crossings are necessary to tie into the existing sewer.
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.
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on January 15, 2002, 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 NCEEP 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
hqp://h2o.enr.state.nc.us/newetlands/strmgide.htrnl.
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.
Not required
Page 10 of 13
2. Mitigation may also be made by payment into the North Carolina Ecosystem Enhancement
Program (NCEEP). Please note it is the applicant's responsibility to contact the NCEEP at
[phone] to determine availability, and written approval from the NCEEP indicating
that they are will to accept payment for the mitigation must be attached to this form. For
additional information regarding the application process for the NCEEP, check the NCEEP
website at http://h2o.enr.state.nc.us/wro/index.htm. If use of the NCEEP is proposed, please
check the appropriate box on page five 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
IX. Environmental Documentation (required by DWQ)
1. Does the project involve an expenditure of public (federal/state/local) funds or the use of
public (federal/state) land? Yes ® No ?
2. 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
3. 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.
1. Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Neuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 02B .0243 (Catawba) 15A NCAC
2B .0250 (Randleman Rules and Water Supply Buffer Requirements), or other (please
identify )? Yes ? No
Page 11 of 13
2. If "yes", identify the square feet and acreage of impact to each zone of the riparian buffers.
If buffer mitigation is required calculate the required amount of mitigation by applying the
buffer multipliers.
Zone* Impact
(square feet Multiplier Required
Mitigation
1 3 (2 for Catawba)
2 1.5
Total
Zone 1 extends out 30 feet perpendicular from the top of the near bank of channel; Zone 2 extends an
additional 20 feet from the edge of Zone 1.
3. If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e.,
Donation of Property, Riparian Buffer Restoration / Enhancement, or Payment into the
Riparian Buffer Restoration Fund). Please attach all appropriate information as identified
within 15A NCAC 2B.0242 or.0244, or.0260.
XI. Stormwater (required by DWQ)
Describe impervious acreage (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. If percent impervious surface exceeds 20%, please provide calculations
demonstrating total proposed impervious level. Erosion and sediment control methods, such as,
silt fencing, rock check dams, and seeding and mulching will be installed on the proiect to
protect surface waters downstream.
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.
City of Hickory has prepared a flow acceptance letter for this project. A copy is attached.
XIIL Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H .0500) or any Buffer Rules?
Yes ? No
Is this an after-the-fact permit application? Yes ? No
XIV. Cumulative Impacts (required by DWQ)
Will this project (based on past and reasonably anticipated future impacts) result in additional
development, which could impact nearby downstream water quality? Yes ? No
Page 12 of 13
If yes, please submit a qualitative or quantitative cumulative impact analysis in accordance with
the most recent North Carolina Division of Water Quality policy posted on our website at
httn://h2o.enr.state.nc.us/ncwetlands. If no, please provide a short narrative description:
XV. 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).
L;4 212--Y 4 // _ 0,?(
Applican gent's Signatu Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 13 of 13
HICKORY OFFICE
1305 NORTH CENTER STREET
HICKORY, NC 28601
828.327.2971 FAx [phone]
T0: NCDENR
DWQ-410/WETLANDS UNIT
1650 MAIL SERVICE CENTER
RALEIGH, NC 27699-1650
We are sending you 5 copies of the following enumerated ? Prints ? Sepias ? Shop Drawing
? Samples ? Brochures ? Cat. Cuts ® Application ? Letters ? Specifcalions
5 copies of: executed application, City of Hickory flow acceptance letter, 11X17 documentation submitted to
USACE
5 sets of full size plans
1 application fee (200.00)
OUR COMMENT:
Please let me know if you need any additional information for approval.
4 2006
OENk -WStAgATER QUALITY
WETLANOSA'OERWH
AT?
Date 2-23-06
RE: 401 WATER QUALITY CERTIFICATION
Town of Hildebran, N.C.
Comm. No. 60768
?() 0 0 0 3 1 1
TRANSMITTAL SHEET
Distribution
1.
2.
3.
4. -
For Your ? Action
? Request
? Corrections ? General Information
? Resubmission ® Approval
5
HSMM
Transmitted By ® Mail Signature
?f UPS Name P. Scott Bell, P.E. - - -
? Title Engineer II

k4l wmll7
Where Public Utilities

February 22, 2006
TO WHOM IT MAY CONCERN
City of Hickory
PostOflice6ox398
Hickory, NC 28603M
Phone: [phone]
Fax: [phone]
emalkgree @dhickory.mus
The City of Hickory does have adequate sewer capacity to serve the Town of Hildebran's Warlick
Church Road Sanitary Sewer Improvements. The average flow will be 18,300 GPD and will be
going to our Henry Fork WWTF, NPDES # NC0040797. The Henry Fork WWTF is a 9.0 MGD
facility currently treating 1.8 MGD.
Should additional information be needed, please advise.
Sincerely,
Kevin B. Greer, PE
Public Services Manager
pc: HSMM/Hickory, NC
GREATER
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CKD BY PSB SKETCH_SK-#X1 SHEET NO. 3 OF
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PROP. MH-1
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FEY 2 4 2006
Office Use Only: " °GH Form Version March 05
6031 1
USACE Action ID No. DWQ No.
(If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A".)
1. Processing
1. Check all of the approval(s) requested for this project:
® Section 404 Permit ? Riparian or Watershed Buffer Rules
? Section 10 Permit ? Isolated Wetland Permit from DWQ
? 401 Water Quality Certification ® Express 401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested: NW-12, GC 3374
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 Ecosystem Enhancement Program (NCEEP) is proposed
for mitigation of impacts, attach the acceptance letter from NCEEP, complete section VIII,
and check here: ?
If your project is located in any of North Carolina's twenty coastal counties (listed on page
4), and the project is within a North Carolina Division of Coastal Management Area of
Environmental Concern (see the top of page 2 for further details), check here: ?
II. Applicant Information
1. Owner/Applicant Information
Name: Town of Hildebran
Mailing Address:P.O. Box 87
Hildebran, NC 28637
Telephone Number: 828/397-5801 Fax Number: 828/397-7180
E-mail Address: townofhildebran(cdcharterintemet.com
2. Agent/Consultant Information (A signed and dated copy of the Agent Authorization letter
must be attached if the Agent has signatory authority for the owner/applicant.)
Name: P. Scott Bell
Company Affiliation: Haves, Seay, Mattern & Mattern
Mailing Address: 1305 North Center Street
Hickory, NC 28601
Telephone Number: 828/327-2971 Fax Number: 828/327-4958
E-mail Address: sbell(a)hsmm.com
Page 5 of 13
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: Sewer Infrastructure Improvements, Town of Hildebran
2. T.I.P. Project Number or State Project Number (NCDOT Only): n/a
3. Property Identification Number (Tax PIN): 1) 2772-0878-8911; 2) 2772-1177-4186
4. Location
County: Burke Nearest Town: Hildebran
Subdivision name (include phase/lot number): N/A
Directions to site (include road numbers/names, landmarks, etc.): (FROM HICKORY)
TAKE HWY 70 INTO HILDEBRAN. TURN RIGHT ON N. CENTER STREET. OAK
RIDGE ROAD ON LEFT, APPROXIMATELY 0.60 MILE; SHEPHERD COURT IS
APPROXIMATELY 0.40 MILE PAST OAK RIDGE ROAD ON LEFT
Site coordinates (For linear projects, such as a road or utility line, attach a sheet that
separately lists the coordinates for each crossing of a distinct waterbody.)
Decimal Degrees (6 digits minimum): SEE ATTACHED "N QUAD MAP °W
6. Property size (acres): 1): 17.15 ACRES; 2): 14.00 ACRES
7. Name of nearest receiving body of water: UN-NAMED TRIBUTARY OF DROWNING
CREEK
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/mgps/.)
Page 6 of 13
9. Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application: portions of project are dense foliage/wooded, majority of
project runs along existing roadways
10. Describe the overall project in detail, including the type of equipment to be used: Project
consists of the construction of approximately 6584 If of 8" PVC sewer which will tie to an
existing 12" sewer (which follows the above referenced unnamed tributary of Drowning
Creek). Equipment to be used on this project include 1 to 2 track hoes, a rubber tire front end
loader, a back hoe, a dump truck, a trench box and compaction equipment.
11. Explain the purpose of the proposed work: To provide sanitary sewer to approximately 46
dwelling units for the Town of Hildebran.
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. none
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.
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. Each impact must be
listed separately in the tables below (e.g., culvert installation should be listed separately from
riprap dissipater pads). Be sure to indicate if an impact is temporary. All proposed impacts,
permanent and temporary, must be listed, and must be labeled and clearly identifiable on an
accompanying site plan. All wetlands and waters, and all streams (intermittent and perennial)
should 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
Page 7 of 13
wetland or stream mitigation, list and describe the impact in Section VIII below. If additional
space is needed for listing or description, please attach a separate sheet.
1. Provide a written description of the proposed impacts: The proposed 8" sewer line will cross
the unnamed tributary of Drowning Creek 2 times, at nearly 90° angles with the stream. The
existing sewer the new lines will be discharging into are located on the opposite side of the
tributary, and topographically, it is necessary to have 2 crossings in order to serve all of the
properties as requested by the Town of Hildebran
2. Individually list wetland impacts. Types of impacts include, but are not limited to
mechanized clearing, grading, fill, excavation, flooding, ditching/drainage, etc. For dams,
se aratel list impacts due to both structure and floodin .
Wetland Impact
Site Number
(indicate on map)
Type of Impact Type of Wetland
(e.g., forested, marsh,
herbaceous, bog, etc.) Located within
100-year
F(yes/no)
(yes/no) Distance to
Nearest
Stream
linear feet Area of
Impact
(acres)
n/a n/a

Total Wetland Impact (acres)
3. List the total acreage (estimated) of all existing wetlands on the property: none observed
4. Individually list all intermittent and perennial stream impacts. Be sure to identify temporary
impacts. Stream impacts include, but are not limited to placement of fill or culverts, dam
construction, flooding, relocation, stabilization activities (e.g., cement walls, rip-rap, crib
walls, 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. To calculate acreage, multiply length X width, then divide by 43,560.
Stream Impact
Number
indicate on ma
Stream Name
Type of Impact Perennial or
Intermittent'? Average
Stream Width
Before Impact Impact
Length
linear fee[ Area of
Impact
(acres)
1 Ut-1 Temporary perennial 12' 5' .001
2 Ut-1 temporary perennial 12' 5' .001

Total Stream Impact (by length and acreage) 10' .003
Page 8 of 13
5. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.). Open water impacts include, but are not limited to
fill, excavation, dredging, flooding, drainage, bulkheads, etc.
Open Water Impact
Site Number
indicate on ma Name of Waterbody
(if applicable)
Type of Impact Type of Waterbody
(lake, pond, estuary, sound, bay,
ocean, etc. Area of
Impact
(acres)

Total Open Water Impact (acres)
6. List the cumulative impact to all Waters of the U.S. resulting from the project:
Stream Impact (acres): 0.003
Wetland Impact (acres): 0.0
Open Water Impact (acres): 0.0
Total Impact to Waters of the U.S. (acres) 0.0
Total Stream Impact (linear feet): 10,
7. Isolated Waters
Do any isolated waters exist on the property? ? Yes ® No
Describe all impacts to isolated waters, and include the type of water (wetland or stream) and
the size of the proposed impact (acres or linear feet). Please note that this section only
applies to waters that have specifically been determined to be isolated by the USAGE.
Isolated waters do not exist on the nrooertv within the vicinity of the proiect, however, the
entire property was not observed, just the portion near the proposed construction
8. Pond Creation
If construction of a pond is proposed, associated wetland and stream impacts should be
included above in the wetland and stream impact sections. Also, the proposed pond should
be described here and illustrated on any maps included with this application.
Pond to be created in (check all that apply): ? uplands ? stream ? wetlands
Describe the method of construction (e.g., dam/embankment, excavation, installation of
draw-down valve or spillway, etc.):
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.):
Current land use in the vicinity of the pond:
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
Page 9 of 13
techniques to be followed during construction to reduce impacts. Existing sanitary sewer is on
the west side of the unnamed tributary of Drowning Creek, property to be served by sewer is on
the east side of the unnamed tributary of Drowning Creek. A minimum of one stream crossing is
required to serve this property, and due to the topography of the site, a minimum of two
crossings are necessary to tie into the existing sewer.
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.
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on January 15, 2002, 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 NCEEP 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/ncwettands/strtngide.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.
Not required
Page 10 of 13
2. Mitigation may also be made by payment into the North Carolina Ecosystem Enhancement
Program (NCEEP). Please note it is the applicant's responsibility to contact the NCEEP at
[phone] to determine availability, and written approval from the NCEEP indicating
that they are will to accept payment for the mitigation must be attached to this form. For
additional information regarding the application process for the NCEEP, check the NCEEP
website at httv://h2o.enr.state.ne.us/wrp/index.htm. If use of the NCEEP is proposed, please
check the appropriate box on page five 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
IX. Environmental Documentation (required by DWQ)
Does the project involve an expenditure of public (federal/state/local) 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.
1. Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Neuse), 15A NCAC 213.0259 (Tar-Pamlico), 15A NCAC 02B .0243 (Catawba) 15A NCAC
2B .0250 (Randleman Rules and Water Supply Buffer Requirements), or other (please
identify V Yes ? No
Page 11 of 13
If "yes", identify the square feet and acreage of impact to each zone of the riparian buffers.
If buffer mitigation is required calculate the required amount of mitigation by applying the
buffer multipliers.
Zone* Impact
(square feet Multiplier Required
Mitigation
1 3 (2 for Catawba)
2 1.5
Total
* Zone I extends out 30 feet perpendicular from the top of the near bank of channel; Zone 2 extends an
additional 20 feet from the edge of Zone I.
If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e.,
Donation of Property, Riparian Buffer Restoration / Enhancement, or Payment into the
Riparian Buffer Restoration Fund). Please attach all appropriate information as identified
within 15A NCAC 2B .0242 or.0244, or.0260.
XI. Stormwater (required by DWQ)
Describe impervious acreage (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. If percent impervious surface exceeds 20%, please provide calculations
demonstrating total proposed impervious level. Erosion and sediment control methods, such as,
silt fencine. rock check dams, and seedine and mulchine will be installed on the proiect to
protect surface waters downstream.
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.
City of Hickory has prepared a flow acceptance letter for this proiect. A copy is attached.
XIII. Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H.0500) or any Buffer Rules?
Yes ? No
Is this an after-the-fact permit application? Yes ? No
XIV. Cumulative Impacts (required by DWQ)
Will this project (based on past and reasonably anticipated future impacts) result in additional
development, which could impact nearby downstream water quality? Yes ? No
Page 12 of 13
If yes, please submit a qualitative or quantitative cumulative impact analysis in accordance with
the most recent North Carolina Division of Water Quality policy posted on our website at
htttr//h2o.enr.state.nc.us/ncwetlands. If no, please provide a short narrative description:
XV. 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).

O
Applicant/Agent's Signature / Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 13 of 13
k4l WWY
Where Public Utilities

February 22, 2006
TO WHOM IT MAY CONCERN
City of Hickory
Post0lficeBox398
Hickory, NC 2860&0398
Phone: [phone]
Fax: [phone]
ermilkgreerdcihickory.nc.us
The City of Hickory does have adequate sewer capacity to serve the Town of Hildebran's Warlick
Church Road Sanitary Sewer Improvements. The average flow will be 18,300 GPD and will be
going to our Henry Fork WWTF, NPDES # N00040797. The Henry Fork WWTF is a 9.0 MGD
facility currently treating 1.8 MGD.
Should additional information be needed, please advise.
Sincerely,
Kevin B. Greer, PE
Public Services Manager
pc: HSMM/Hickory, NC
GREATER
KORY
METRO
TOWN OF HILDEBRAN, N.C.
SEWER INFRASTRUCTURE IMPROVEMENTS
SHEPHERD COURT AND OAK RIDGE ROAD AREAS
2006
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TITLE KEY MAP
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DES BY PSB DEPT REV DATE
CKD BY PSB SKETCH SK-1 SHEET NO. 1 OF
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PROJECT SEWER INFRASTRUCTURE IMPROVEMENTS COMM NO. 60768
TITLE TOWN OF HILDEBRAN
CREEK CROSSING #1 DATE _2119,/ng
DES BY PSB DEPT
REV DATE
CKD BY PSB SKETCH SK-#X1 SHEET NO. 3 OF
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41 ?1= REVIEW P RI `OS` :(> i)NI
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RODNEY WILLIAM ROWELL
DEED BOOK 1115-843
TAX MAP 87-24-03-035.00

EXIST. MH -
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UTILITY EASEMENT
CHARLES CARVER WILSON
DEED BOOK 815-1590
TAX MAP 87-24-037007.00
'N
MARSHY AREA

1 0
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TAX MAP 87-24-03-040.00
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SEALS CONSULTANT REV DATE DESCRIPTION APP COMM N0: 60768
CIVIL ISSUE DATE:
DESIGNED BY: PS8
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SEWER INFRASTRUCTURE
TAX MAP 87-76-07-082.00
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DEED BOOK 934-630 DEED BOOK 905-1205 REED BOOK 903-2037
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DEED BOOK 934-630 DEED BOOK 905-1205 REED BOOK 903-2037
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O O
O O O- N N N N N N N r-
- •
O O
O O
O O
O O �-
.- .-
.- .- .- .- .- r- .-
r- •- c-
8+50
9+00
9+50
10+00 10+50
11+00
11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00
REV
DATE
DESCRIPTION
APP
COMM
NO: 60768
CIVIL
ISSUE DATE:
IMPROVEMENTS DESIGNED BY: PS8
SHEPHERD COU AND OAK
RIDGE ROAD AREAS
TOWN OF HILDEBRAN
NORTH CAROLINA
BURKE COUNTY
ARCHITECTS ENGINEERS PLANNERS
HAYES, SEAY. MATTERN & MATTERN, INC.
1305 NORTH CENTER STREET
HICKORY, NC 28601
[phone] WWW.HSMM.COM
® HAYES, SEAY, MATTERN & MATTERN,
INC.. 2005. ALL RIGHTS RESERVED.
8" SEWER LINE
,v
PLAN & PROFILE. C4
STA 0+00 TO 15+75
M:\FILES\60000SERIES\60768\CADD\DWG\FP5CO4.DWG CPLOT 02/14/2006 17:33:08 SBELL
NCS_HSMM_Full.ctb RF:!!fp5v-exsp0l!!•??I!fp5voexsp0l!!??,!!fp5c_nxOlpr!!,!!fp5xbdr!!
DRAWN BY: PSB
CHECKED BY: RAA
SUBMITTED BY: PSB
ARCHITECTS ENGINEERS PLANNERS
HAYES, SEAY. MATTERN & MATTERN, INC.
1305 NORTH CENTER STREET
HICKORY, NC 28601
[phone] WWW.HSMM.COM
® HAYES, SEAY, MATTERN & MATTERN,
INC.. 2005. ALL RIGHTS RESERVED.
8" SEWER LINE
,v
PLAN & PROFILE. C4
STA 0+00 TO 15+75
M:\FILES\60000SERIES\60768\CADD\DWG\FP5CO4.DWG CPLOT 02/14/2006 17:33:08 SBELL
NCS_HSMM_Full.ctb RF:!!fp5v-exsp0l!!•??I!fp5voexsp0l!!??,!!fp5c_nxOlpr!!,!!fp5xbdr!!

~
jJJ N
UN HtCUIiU IN 1Ht dU Kt CUUNIY Ht~ISitR
OF DEEDS OFFICE SHO S A 20 UTULITY EASEMENT OUTSIDE OF E ROAD R/W.
I I
THOMAS A. CHURCH & FRANCES W. CHURCH b
DEED BOOK 936-1852 z TAX MAP 87-76-07-104.00 ~
0 a a Q O p PP ~ TEL PE
o ~ 1 O ~ oAK Ri ~
. o p / a v Al/f0 O ~ ~ TRNSFMR DGE R Q OAD TRNSFMR wM WM I
Lj R1VE' ye ~ C p TEL PED E ~ ~ MH-25 v / _ I TEL PED UGE
W ~ STA 2+15.43 Ah C1 FH - _ UGE wM ~ Ix _T _ _ U~ ~ z FH -T - -----.,.I. UGE ~ ~
~o RIM 1118.12 ~ 5' NPEa
~ INV. IN 1112.30 C5 C6 N ~ INV. OUT 1112.20 " " „ ~ n -Di u
o LINE E .INE E ~ ~ L24 ~ L25 ~
~ WM LAWN ANC / ~ ~ F (SH 'Od T )T~- ~ T z
` ~ CHER~ E C ~ _ ~ • SH UB WM WM n.,_ _ _ ~ T5'-(;ITP TEL PED - T T m 1142.2 ~
/3 vi TEL WM NPED - - - - - „t MH-26 - -
/ / PED a ~ ` STA 5+ 0 MH-27 o RIM 1142.1 STA 8+25
JOHN E. ORICK & / 5 CM ° LARGE EVERGREEN HEDGE RNL FENCE
JANICE H. ORICK RONALD E, BOLICK ° do JUDY L. BOLJCK W N ~ ~ DEED BOOK 90$-2037 w DEED BOOK 868-146 W INV. IN 1134.32 RIM 1144.31 > INV. OUT 1134.22 RONALD E. BouCK & ~ INV. IN 1136.07
TAX MAP 87-7i-07-097.00 ~ .11 / ~ o a MAP 87-76-07-029.00 z TAX ~ ~ a JUDY L. BouCK C1 ' m INV. OUT 1135.97 DEED BOOK 880-891
• ~ 1136.5• ~ Q w J RONALD E, BOLICK a TAX MAP 87-76-07-096.00 C5 C6 = rn
' = do JUDY L BOUCK ~ ~ DEED BOOK 596-44 >
A W'N w T.M. 87-76-07-063.00 x.14 = 0+0 a~
L ? w PROPOSED 12.5' 75
~ TEMP, CONSTRUCTION EAS MENT 94,10 11o5s • f 94.10 PFfA
94.00 \ O RONALD E. BOl I 0 SHRUB Qj ~
_ _ ~ V JUDY L. BOUCh \ \ • 1114,5 JOHN E. ORICK & RONALD E, BOl1CK
i~ A: - ` DEED BOOK 42~ OREN D. HUFFMAN JOHN E. ORICN t TAX MAP 87-7E DOROTHY L. HUFFMAN KENNETH ERNy KIRBY JANICE H. ORI( ~ DEED BOOK 905-1205 JANICE H. ORICK & JUDY L. BOLICK SHRUB X
DEED HOOK 934-630 _ DEED BOOK 9( UNE "D" 2 TAX MAP 87-76-07-105.00 TAX MAP 87-76 07-095.00 TAX MAP 87-7 DEED BOOK 903-2037 w DEED BOOK 868-146 TAX MAP 87-76-07-097.00 z TAX MAP 87-76-07-029.00 I .1143.2
O MH-24 ~ ' ~ ~ MH-28
a STA 17+85.39 I
~ ~iH-23 RIM 1128.47 r~ x'15"-`- - - - - INV. OUT 1122.31 LANDSCAPING 4 STA 10+30 RIM 1144.27
~ A-f5 r IM 1118.60 INV. IN 1137.40 wM INV. OUT 1137.30
~ INV. IN 1112.54 1138,9
I INV. OUT 1112.44 VOODS
RONALD E. BOLJCK do ~ 11a5.1 JUDY L. BOLICK '
PROPOSED 25' DEED BOOK 424-339 PHILO R. & ILA MAE SAIN
TILITY EASEMENT U TAX MAP 87-76-07-028.pOSHR
RONALD E. BOLN:I( do
JUDY L. BOLICK GRAVEL DRIVE
50' 25' 0 50' 100' DEED BOOK 424-339 { SHRUB
TAx MAP 87-78-07-o2e.oo 1 "=50' I SHRU MH-29
' HORIZONTAL STA 11 +30
10' 5' 0 10' 20' 11 .33 RIM 45
1 "=10' INV. OUT 1138.00 8' CEDAR
VERTICAL PP
Q
r++'
gn
N NMI
~ ~ 5 m r ~ r~
~ I I ~ ~ ~ ~ z. "~r
I ~I - o
ICI
W
M M t0 n
O ~ O
~ 1148 ~ L _
w _?l 1144 W
a N a N E 0.
N ~ 1140 N ~
r' G ~ M F r ~ 0 P ~ Lf IA M
~Z i r.._ 1136 1
. . Z t
1132 " . ~ M) 0
~ M m - Q
I - tiP 1128 AVED RD S LP ~ S o_
~ ~ 1124 . , a pN
4• a~
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Q M
14~ o
~ 111 • J 7 +y/
r LL
1112
1108 ~ U
r
1104 ~
w
1100 ' S r' ;t
o_ a
1096
DATUM E ' 1090.00 ' rn N r~ uz' ~ ~ d ~h M ~ r r ~ o ~ o ~ M r r N
O c0 N ~ O 01 r W ~ M ~ rD c~ O N O r O O N N N7 ca ~ tb r ~ ~ 00 ~ N r In ~ ~t c} d' c} ~ to ~ ~ et d' ~ ~ r7 M 'd' i(? t0 00 ~ N N ~ Nl ~ ~ ~ ~ d' ~ d' ~ d' ~ d~ d' mot' d' d' d' `t
tD 00 O N ~ c0 00 O N) I(? U r 00 ~ ~ N N) N) N r7 N N N N d' I~ ~ O ~ ~ ~ ~ N N N N M} N r ~ r r r r r r ~ ~ M ~ M r r r' r r r r r r r r r e- . r ~ ~ a- r r- ~ r' , ~
r- r- ~ N N N N O O O O r r ~ r r' r r r r ~ r- r r r r r r v- r r r r r ~ ~ r
8+00 8+50 x 9+00 9+50 10+00 10+50 11+00 5+00 5+50 6+00 6+50 7+00 7+50 +00 4+50
17+00 17+50 1+50 2+00 2+50 3+00 3.50 4+00 4 15+50 16+00 16+50 0+00 0+50 1+00 G` .
REV DATE DESCRIPTION APP COMM N0: 80768 CIVIL
CONSULTANT ISSUE DATE:
SEALS DESIGNED BY: PSB
DRAWN BY: PSB
» »
w~ ~r~~ ~r1~11 /CAI IdT A?If1 AAI~ L CHECKED BY: RAA ~ ~NF n STA 15+75 'f'
PROGRESS DRAWINGS trn cRU V V V R ~ rug V VI'1n mo.. " loolow -
SUBMITTED BY: PS8 Is ll %MOF LINE E
FOR REVIEW PURPOSES ONLY IS PLANNERS
DO NOT USE RIDGE ROAD AREAS ARCHITECTS ENGINEERS PMI MATTERN, INC.
FOR CONSTRUCTION TOWN OF HILDEBRAN HAYES, SEAY, MATTERN & MATTERN, Il~ 1305 NORTH CENTER STREET R STREET
X8601 ® HAYES, SEAY, MATTERN & MATTERN, W1NW.HSMM.C0M INC, 2005. ALL RIGHTS RESERVED.
NORTH CAROLINA HICKORY, NC 28601 [phone] WWW.HSMM
BURKE COUNTY M:\FILES\60000SERIES\60768\CADD\DWG\FP5C05.DWG MOT 02/14/2006 17:55:59 ";BELL NCS_HSMM_Full.ctb RF: !!fp5v_exsp0l!!??!!fp5voexsp0l!!??,!!fp5c_nx0lpr!!,!!fp5xbdr!!

f,
f
11/1x" 2" i-1 OR I-2 SAW CUT EXST PAVEMENT EDGES
ROAD INSTALLATION 5/8" 5/8" JUST BEFORE REPLACING ASPHALT
• CI MH FRAME AND
FIN GRADE COVER (SEE DETAIL) 1" 8-3/4" " 00 00 ~O O
• 2 PICK - ° 1-1/4" 1-1 4 o o p ~o , / 36 MIN. CROSSING ~
HOLE5 5/8n 1 4" / " UNDER ROADWAYS - - 10 1/4 ~ - - _
I I FROM TRAVEL SURFACE - ASPHALT BASE COURSE
• 1 7/8" GRADE RINGS TO TOP OF PIPE 0 12 - 12 ~ °p ° ° ° ° ° R TYPE HB, TO THE • ° ° ° ° ° ° °
OR BRICK AS ~ REQ D ~ ENCASEMENT ORIGINAL SUBGRADE OR ° ° ° ° ° ° °
~ 12" A MINIMUM OF 6" OF HB - - - WHICHEVER IS GREATER. -
b d I " 12 - 1 1 /2 P „
p J ECCENTRIC CONE BACK FILL TO BE PLACED MIX ASPHALT 10 COMPACTED
" D 5 8 2 -0 (SEE SPECS) / - IN 6" LOOSE LAYERS FREE CRUSHER RUN - 12 STABILIZED W/ 5%
12" FROM ROCKS AND
NSIDE DIA JOINT (SEE SPECS) MECHANICAL , , PORTLAND CEMENT TAMPED PIPE BEFORE NEXT LAYERS = g
1 2" RI " / BS - -"--1 /2 ELECTED BACK FILL
- TAMPED IN 6" LAYERS
H Y
1 /4" co PIPE
P F E NO • TES THIS DETAIL.
23 5 8" 1. THE BACK FILL AROUND AND UNDER PIPES OR OTHER UTILITY
/ " z 3/8 INSTALLATIONS ON ALL OPEN-CUT SECTIONS ACROSS OR
NO SCALE PARALLEL TO HIGHWAYS WITHIN CONSTRUCTION LIMITS SHALL SAW CUT
x M BE MADE OF APPROVED MATERIAL FREE FROM ROCKS IN 6" EXIST. CONC. " 6 MIN. LOOSE LAYERS, OR OTHER APPROVED METHODS, AND SHALL BE
COMPACTED TO AT LEAST 95% OF STANDARD DENSITY AS DETERMINED
3 1/4" n 1/2 BY AASHTO METHOD T-99. WHEN COMPACTING IN LAYERS, EACH LAYER " ~ ~ CONCRETE : ~ EXIST. CONC. DRIVE
n MANHOLE ~ n . 8 1/2 RIBS /8 EXISTING 4 -0 MIN. MUST BE THOROUGHLY TAMPED 8Y A MECHANICAL TAMP BEFORE NEXT LAYER ~
STEPS -SEE IS PLACED, A PNEUMATIC TAMP A GASOLINE RAM TY - - - ISTING ~ PE TAMP, OR A - PRE MOLDED EXP.
DETAIL THIS 4'-0" ID PAVEMENT VIBRATING TAMP WILL BE REQUIRED TO MEET THE SPECIFICATIONS OF - SHOULDER A 12" - JT, MAT L MECHANICAL TAMP. 12
SH
3/4" 23 5/8" 3/4" MONOLITHIC BASE o 0 0 0 ` ~ ~ /i, ~ 2. WHERE IT IS NECESSARY TO OPEN-CUT ACROSS ROADS WITH SURFACES
~ \ ~ OTHER THAN CONCRETE, THE PAVEMENT REPAIR SHALL BE AS DIRECTED
" . \ 5 8 PIPE ~ ~ ~ \ co ~ , „ ~ \ ~ ~ ` " ~ ~ - SELECTED BACK FILL BY THE DEPARTMENT WITH NO LESS THAN A MINIMUM OF 2 OF SURFACE - " COURSE AND ASPHALT BAS - TAMPED IN 6 LAYERS
COMPACTED ~ 1 BACK FI ~ E COURSE, TYPE HB, TO THE ORIGINAL SUBGRADE - " . - ~ OR A MINIMUM OF 6 OF HB WHICHEVE - R IS GREATER. THE REPLACEMENT
SURFACE AND/OR BASE SHALL EXTEND A MINIMUM OF 1 ON EACH SIDE OF THE ~ "
1` " w ~ PIPE l ' EXCAVATED OPENING. THE THICKNESS OF TH ~ PIPE LINE E REPLACEMENT MATERIAL SHALL
7 1/4 a ~ 1 ~ w ~ BE SUFFICIENT TO PROVIDE A BASE AND SURFACE OF EQUIVALENT STRENGTH PIPE
~ \ ~ / TO THE UNDISTURBED BASE AND SURFACE. ALL REPLACED SURFACING SHALL MEET THE SPECIFICATIONS OF THE DEPARTMENT BOTH AS TO
1/2" 22 3 4" ~ / MATERIAL AND PERFORMANCE OF WORK,
M o \ /i. i.
33 ~s
1: TOP OF MANHOLE FRAME AND COVER TO BE FLUSH WITH C U G A DR P CIN G 1. ALL PAVEMENT SHALL BE REPAIRED WITHIN THE
FlNISHED GRADE IN PASTURES AND HIGHWAY RIGHTS-OF-WAY. P SAME WEEK IT IS CUT. AV MEN T D AILS
NEENAH R-1642 NO SCALE C1 TO C5 C6
MANHOLE FRAME, SOLID UD 1. EDGE OF SEWER LINt TRENCH SHALL BE NO C 2. THE INVERT SHALL BE FILLETED TO PREVENT SOLIDS DEPOSITION OR EQUAL PIPES IS ESTABLJSED. THE EDGE OF EXISTING PAVEMENT THAN THE DEI ALL BE NO CLOSER TO 'HAN THE DEPTH
OF THE TRENCH.
1. MANH LE FRAM ,COVER AND RINGS TO BE LOAD
BEARING IIN HIGHW Y RIGHTS-OF-WAY. I
NO SCALE NO SCALE
2. MACH~IED BEARING SURFACES BETWEEN COVER & FRAME.
NO SCALE
1. MANN a w " OLE BASE SHALL BE MANUFACTURED -
STANDARD MANHOLES - SUCH THAT THERE IS A SMOOTH TRANSITION ~ ~
SCHEDULE OF GOVERNING DIMENSIONS FROM INVERT IN TO INVERT OUT. ~ ~ a
ANG~ » PIPE OD " 2 X 3/ 1 s GM.V STRAP " APPROX 2' TY M ° P
PIKE STYE DIAMETER MANHOLE "R "X " t 1-1/2 W 1 /2 X 6 GALV ANCHOR
e"` To 15" ' a TO sa 4'-0" z'-o" a' LTS-1 REQ'D EACH SIDE n n s s i M
1r'~' TO 30" a TO 9a 5'-0' 2'-0' B'
NO SCALE
3~" TO 42" a TO 6a 6'-0' 3'-0' 9' 2 LAYERS
FE T a\ n ~ n ~ ~ D1P L " 3e~' TO 42 6a TO 9a 6 -0 3 -0 1 Y _ _ _ _ _ 3 4 GROUT ~ - - / / / ' / ~ • iii
\ OR LARGER a To a5 7 -0 4 -0 6 ~ . , 1 • 1
55 • • ~~l
4 OR LARGER 45 TO 9a 8 0 3 -0 1 Y 1 F F 12 12
.1 a ' ~ / SEWER LINE ° ~ WYE
I ~i w ~ n NOTE: ~ = r 4- 4 VERT 8 DIP. \ \ o ~ ' STANDARD
a ~ z CUT ALL PIPE FLUSH WITH INSIDE WALL ~ : ~ ~ • / 8 DIP. ' a MANHOLE
OF MANHOLE. FORM INVERT UNIFORM` ~ 4. • ~N I ~ • .9 ~
AND SMOOTH. CUT OFF TOP HALF OF PIPE AT WALL ~ ~ ~ „
• ~3 nES ~ 1 z / a ` CREEK
12 .12 12 . CHANNEL - - . ' ~ ~ ~ . - - ,
O ~ ' /i /i ,
~ CONC EN ' ~ ~ ~ ° CASEMENT . 8" DIP.
12" - X ~ : • a . 4-~4 2000 PSI MIN do FLANGED RESTRAINED JOINT " ~ '
w •+-L r / plp. 6 MIN COVER . z
II ~ DOWELS 0 FLANGED PLAIN END AROUND PIPE & ~ ~ - v / ~
= 6" VARIES 6" Fl LTER ~ F
L„_ CONCRETE PIER ° ESTRAINED JOINT ~ ~ I
MAIN - 2-#4 s - R w EWER O ~ n SEE DETAIL THIS SH 4S BEND ~ ~ ~ iv MANHOLE (TYPICAL} ~ ~ ~ INVERT
~ 1) PIERS TO BE PLACED UNDER EACH DIP. & SHALL CLEAR PIPE BELL BY 1 -0 TYP ( ) I
i ~ 0 2) ~iNd SOIL BEARING 3 KIPS SQ FT NO DROP SIZE SAME ~ ~ ~ ~ ~ . • ~ o
/ TE PIPE CROSSING U1 I „ AS SEWER LINE
3) EXCAVATION FOR ALL PIERS SHALL BE TO FIRM UNDISTURBED SOIL OR ROCK. {FASTITE, MJ OR C CROSSING UTILIZES 19 -3 LENGTHS OF FLANGE-PLAIN END AND FLANGE-BELL ; ~ , ~ . ~ ~ ITE, MJ OR OTHER PUSH-ON RESTRAINED PIPE. MJ PIPE IS NOT AVAILABLE - ~ ~ . ~ ~ . o ~ : o p. o o.. ~ ~ - -
NO LESS THAN 4 UNLESS ENGINEER IS CONSULTED. OVER 12" IN DWM ~ - . o...o o:..o 12" IN DWMETER.) SINCE PIPE CROSSING UTILIZES FLANGED PIPE JOINTS, 90' BEND _ ~ , ' ~..a.. o~~..a.. ~~~.,a.. ~ o ~ o ~..a..
MINIMUM THICKNES I - UM THICKNESSES SHOWN IN AWWA C115 ARE REQUIRED. - _
s
UNDISTURBED SOIL (TYP}
Na scAL.E
NO NO SCALE
NO SCAyE NO :SCALE
SEALS CONSULTANT REV DATE DESCRIPTION APP
COMM NO: 60768 C{VIL
ISSUE DATE.
DESIGNED BY: PSB
DRAWN BY: PSB "iI AN DAN U DUALS
S WING JLOJLVJLJLV. CHECKED BY: RAA
OR REV W pURPOSRS ONLY RIDGE ROAD AREAS SUBMITTED BY: PSB C6
F ROGRESS D' Do NOT USE ARCHITECTS ENGINEERS PLANI !S PLANNERS
FORCONSTRUCTION HAYES, SEAY, MATTERN do MATTERN, I~ MATTERN, INC.
NORTH CAROLINA 1305 NORTH CENTER STREET R STREET ; .
HICKORY, NC 28601 BURKE COUNTY [phone] WWW.HSMM 0HAYES, SEAY, MATTERN dMATTERN, 18601 '
WWW.HSMM C INC.22005. ALL RIGHTS RESERVED, OM 41
M:\FILES\60000SERIES\60768\CADD\DWG\FP5C06.DWG C60726 02/14/2006 17:56:33 SBELL
NCS_HSMM_Full.ctb RF: !!fp5xbdr!!

1'—R" RAIN
1 SEALS
CLASS A OR 8 EROSION
CONTROL STONE
...,
1) DO NOT INSTALL IN LIVE
A
STREAM. DRAINAGE AREA
LIMITED TO 2 ACRES.
TYPICAL CROSS SECTION
SECTION A—A
DITCH CHECK SPACING
------------------w
(A) .est/
ELEVATION OF TOE OF DITCH CHECK (A)
IS EQUAL TO THE ELEVATION OF THE
TOP OF THE NEXT DITCH CHECK (B).
•
._� w'%
ou
.�• 1 •�• 1 •v _
1.1140
.4�
PLAN VIEW
8'-0'
—� 0%
/ 18"
i
9'
GEOTEXTILE
BEDDING MATERIAL KEY IN 6'-9' FOR
ENTIRE PERIMETER
SECTION A—A
NOTE: DETAIL APPLIES ALSO
TO PIPE OUTLETS WITH NO
END TREATMENT.
NU bCALL
PROGRESS DRAW R, .i i
FOR REVIEW PURPOSES ONLY
DO NOT USE
FOR CONSTRUCTION
CONSULTANT
4
6
1
N
FILTER FABRIC
5
F
4
F
SILT FENCE
FLOW —_
CULVERT OR
STORM DRAIN
NOTE:
SILT FENCE SWILL MEET THE
REQUIREMENTS OF 3/C7 EXCEPT THE
STAKE SPACING SWUl BE 3 FEET.
CULVERT INLET PROTECTION ®I
NO SCALE
SEEDBED
PREPARATION (SP)
SP -1
FILL
SLOPES 3:1 OR STEEPER TO BE SEEDED WITH A HYDRAULIC SEEDER
(PERMANENT SEEDINGS). GRASS LINED CHANNELS.
1)
LEAVE THE LAST 4-6 INCHES OF FILL LOOSE AND UNCOMPACTED, ALLOWING
ROCKS, ROOTS, LARGE CLODS AND OTHER DEBRIS TO REMAIN ON THE SLOPE.
PREPARA—
2)
ROUGHEN SLOPE FACES BY MAKING GROOVES 2-3 INCHES DEEP, PERPEN—
MAINTE—
DICULAR TO THE SLOPE.
DESCRIPTION
3)
SPREAD UME EVENLY OVER SLOPES AT RATES RECOMMENDED BY SEEDING METHODS (SM -1).
SP -2
FILL
SLOPES 3:1 OR STEEPER (TEMPORARY SEEDINGS)
NANCE
1)
LEAVE A LOOSE, UNCOMPACTED SURFACE. REMOVE LARGE CLODS, ROCKS, AND
STEEP
AUG 20
DEBRIS WHICH MIGHT HOLD NETTING ABOVE THE SURFACE.
2)
SPREAD UME AND FERTIUZER EVENLY AT RATES RECOMMENDED BY SEDDIMG METHODS (SM -3)
MU -1
3)
INCORPORATE AMENDMENTS BY ROUGHENING OR GROOVING SOIL SURFACE ON THE
SLOPES; LAW
CONTOUR.
SP -3
GENTLE AND FLAT SLOPES
1)
REMOVE ROCKS, AND DEBRIS.
2)
APPLY LIME AND FERTILIZER AT RATES RECOMMENDED BY SEEDING METHODS (SM -2); SPREAD
MAICFEB
(GREATER
15
EVENLY AND INCORPORATE INTO THE TOP 6" WITH A DISK, CHISEL PLOW, OR
ROTARY TILLER.
3)
BREAK UP LARGE CLODS AND RAKE INTO LOOSE. UNIFORM SEEDBED.
4)
RAKE TO LOOSEN SURFACE JUST PRIOR TO APPLYING SEED.
NOTE:
2'X4" HORIZONTAL SLATS
WILL BE PLACED A MINIMUM
DISTANCE OF 2' FROM TREE
LENGTH OF SLATS WALL
DEPEND UPON TRUNK
DIAMETER.
TREE PROTECTION SNOW FENCE 40" HIGH
No—SCALE
IL
DROP INLET
WITH GRATE
CTAW�
A
FABRIC ORIENTATION
STORM DRAINAGE INLET PROTECTION [ 1111 ] 1P
NO SCALE
SEWER INFRASTRUCTURE
IMPROVEMENTS
SHEPHERD COURT AND OAK
RIDGE ROAD AREAS
TOWN OF HILDEBRAN
NORTH CAR0LINA
BURKE COUNTY
1-12 •rO
EROSION CONTROL MAINTENANCE SCHEDULE
ALL SEDIMENT AND EROSION CONTROLS ARE TO BE INSPECTED
AT LEAST ONCE EVERY SEVEN (7) CALENDAR DAYS AND AFTER
ANY STORM EVENT OF 0.5 INCHES OR GREATER OF PRECIPITATION
DURING AND 24—HOUR PERIOD.
STABILIZATION CLAUSE
CONTRACTOR SHALL ESTABUSH GROUNDCOVER ON EXPOSED
SLOPES WITHIN FIFTEEN (15) WORKING DAYS BUT NO MORE THAN
THIRTY (30) CALENDAR DAYS, FOLLOWING COMPLETION OF ANY
PHASE OF GRADING; PERMANENT GROUNDCOVER FOR ALL
DISTURBED AREAS WITHIN FIFTEEN (15) WORKING OR NO MORE
THAN NINETY (90) CALENDAR DAYS FOLLOWING COMPLETION OF
CONSTRUCTION OR DEVELOPMENT.
FENCE POST
(SPACING 6'-0" OC)
FABRIC 3' WIDE
(MIRAFI 100x
OR EQUAL
SILT
GRADE
DIG 6' WIDE & D6EP
TRENCH, BURY BOTTOM
1'-0' OF FABRIC, TAMP
IN PL/CE
ARCHITECTS ENGINEERS PLANNERS
HAYES, SEAY, MATTERN & MATTERN, INC.
1305 NORTH CENTER STREET
HICKORY, NC 28601
[phone] WWW.HSMM.COM
iC
I
I z
tV �
0
6" N
SF
V I it m 9 A m 1 Lei 45 1:41_
•
SEEDING METHODS (SM)
SM -1 FILL` SLOPES STEEPER THAN 3:1 (PERMANENT SEEDINGS)
USE, HYDRAULIC SEEDING EQUIPMENT TO APPLY SEED AND FERTILIZER.
APPLY 40001b/acre GROUND AGRICULTURAL UMESTONE AND 10001b/acre 10-10-10 FERTILIZER.
AFTER AUG 15, USE UNSCARFIED SEED FOR SERICEA LESPEDEZA.
FOR NEATER APPERANCES, OMIT SERICEA AND SUBSTITUTE 40lb/acre BAHIAGRASS
OR 151b/acre BERMUDA GRASS (USE UNHULLED BERMUDA IN THE FALL).
SM -2 GENTLE TO FLAT SLOPES OR TEMPORARY SEEDINGS
1) BROADCAST SEED AT THE RECOMMENDED RATE WITH A CYCLONE SEEDER, DROP
SPREADER, OR CULTIPACKER SEEDER.
2 RAKE SEED INTO THE SOIL AND LIGHTLY PACK TO ESTABLISH GOOD CONTACT.
3 APPLY 40001b/acre GROUND AGRICULTURAL LIMESTONE AND 1000 Ib/acre 10-10-10
FERTILIZER.
4) BETWEEN MAR 31—AUG 20, APPLY 501b/acre KOBE LESPEDEZA, KEEP MOWED;
SEED PERMANENT MIXTURE IN EARLY FALL.
SM -3 TEMPORARY SEEDING
1) APPLY 20001b/acre GROUND AGRICULTURAL LIMESTONE AND 7501b/acre
10-10-10 FERTILIZER.
SM -4 GRASS UNED CHANNELS; APPLY 40001b/acre GROUND AGRICULTURE LIMESTONE AND
10001b/acre 10-10-10 FERTILIZER. PLACE LININGS AS NOTED ON PLANS.
�s
MULCH (MU)
MU -1 STEEP SLOPES (3:1 OR GREATER)
APPLY 1001b/1,000 sq. ft. GRAIN STRAW. COVER WITH NETTING AND STAPLE TO THE SLOPE.
MU -2 GENTLE SLOPES (LESS THAN 3:1)
APPLY 1001b/1.000 sq. ft. GRAIN STRAW. COVER WITH ASPHALT OR WITH NETTING AND
STAPLE TO THE SLOPE.
MU -3 APPLY 1001b/1000 sq. ft. AND ANCHOR STRAW BY STAPLING NETTING OVER THE TOP.
MAINTENANCE '(MA)
MA -1 REFERTILIZE IN LATE WINTER OR EARLY SPRING THE FOLLOWING YEAR. MOW AS
DESIRED. RESEED, FERTILIZE, AND MULCH DAMAGED AREAS IMMEDIATELY.
SEQUENCE OF CONSTRUCTION ACTjYITIE
1. DETERMINE AND MARK LIMITS OF DISTURBANCE.
2. CONSTRUCT STABILIZED CONSTRUCTION ENTRANCE AND TEMPORARY ACCESS ROAD
AND TEMPORARY CREEK CROSSING.
3. HARVEST TIMBER. BEGIN AT STABILIZED CONSTRUCTION ENTRANCE. DEBRIS FROM
HARVESTING IS TO BE HAULED TO AN APPROVED LANDFILL SITE. NO BURNING IS
ALLOWED ON THE PROJECT SITE.
4. PLACE PERIMETER SEDIMENT FENCE AND/OR DIVERSION BERMS WITH PROGRESSION OF LINE WORK.
5. CONSTRUCT TEMPORARY SEDIMENT TRAPS AND SEDIMENT/RETENTION PONDS. PLACE
SEEDING IMMEDIATELY AFTER CONSTRUCTING THESE STRUCTURES. THESE STRUCTURES
SHALL BE CONSTRUCTED PRIOR TO THE DISTURBANCE OF EACH CONTRIBUTING AREA.
6. CONSTRUCT SWALES.
7. PLACE, SEDIMENT TRAPS IN CHANNELS.
�s
8. REMOVE TOPSOIL AND STOCKPILE FOR USE ON SLOPES. STOCKPILE AREA IS DESIGNATED
ON PLANS.
9. PLACE;' REMAINING SEDIMENT FENCES, ROUGH GRADE SITE, CONSTRUCT CHANNELS, INSTALL
CHANNEL LININGS.
10. CONSTRUCT STORM DRAINAGE. EXCAVATED DROP INLET PROTECTION AND OUTLET PROTECTION
TO BE CONSTRUCTED CONCURRENTLY WITH STORM DRAINS.
11. PLACE TEMPORARY SEEDING ON ALL DISTURBED AREAS.
12. COMpL1~TE FINAL GRADING.
13. PLACE PERMANENT SEEDING AND DO FINAL LANDSCAPING.
14. REMOVE TEMPORARY EROSION CONTROL MEASURES AFTER SITE IS STABILIZED.
15. ESTIM ffED TIME BEFORE FINAL STABIUZATION IS 12 MONTHS.
DESCRIPTION APP COMM NO: 60768
ISSUE DATE:
DESIGNED BY: PSB
DRAWN BY: PSB
CHECKED BY: RAA
SUBMITTED BY: PSB
0 HAYES, SEAY, MATTERN & MATTERN,
INC, 2005. ALL RIGHTS RESERVED.
I
CIVIL
ERQSION CONTROL DETAILS
& GRASSING SEQUENCE NOTES
1<
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M:\FILES\60000SERIES\60768\CADD\DWG\FP5C07.DWG C60726 02/13/2006 11:21:14 SBELL
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SEEDING MIXTURE
SEEDBED
AREA
PERMANENT TEMPORARY,
PREPARA—
SEEDING
MAINTE—
NO.
DESCRIPTION
SEASON—
Ib/ac Ib/ac
TION
METHOD
MULCH
NANCE
NOTES
1
STEEP
AUG 20
TALL FESCUE 100
SP -1
SM -1
MU -1
MA -1
BETWEEN MAY 1 —
SLOPES; LAW
OCT 30
SERICEA LESPEDEZA 30
AUG 15, ADD 101b/acre
MAICFEB
(GREATER
15
KOBE LESPEDEZA 10
GERMAN MILLET OR
151b/acre SUNDAN
THAN 3:1)
R
GRASS. PRIOR TO
;A
MAY 1 OR AFTER
AUG 15 ADD 40lb/acre
RYE GRAIN
2
LOW
MAINTENANCE
AUG 20 —
BLEND OF 225
APPLY 401b/acre OF
AREAS
OCT 25
TWO TURF—
NITROGEN AFTER AUES
SLOPES
1 —
TYPE FESC
STAND OF GRASS HAS
OR
OR LESS)
MA
MAR 31
SP -3
SM -2
MU -2
MA -1
BEEN ESTABLISHED.
AVOID APPLYING
NITROGEN DURING THE
BLEND OF TWO 25
SUMMER MONTHS.
KENTUCKY
SEE SM -2 (NOTE 4)
BLUEGRASS
VARIETIES.
3
TEMPORARY
MAY 1
KBE 150
T TEMPORARY
SEEDING
LESPEDEZA
DIVERSION AS LOW—
SP -2
SM -3
MU -1
MA -1
MAINTENANCE. PERMANENT
(AREA 2)
MAY 1 —
GERMAN MILLET. 40
AUG 15
INCLUDE TOPSOIL STOCK
AUG 15 —
DEC 30
RYE GRAIN 120
P{LES HERE
4
GRASS
FEB 1 —
TALL FESCUE 200,
'
BETWEEN APR 15 —
LINED
APR 15
.I
AUG 20, PLACE GERMAN
CHANNELS
SP -1
SM -4
MU -3
MA -1
MILLET AT 401b/acre.
BETWEEN NOV 1 —
AUG 20 —
TALL FESCUE 200
OCT 30
FEB 1, PLACE RYE GRAIN
1201b/acre, & KOBE
LESPEDEZA 501b/acre
DESCRIPTION APP COMM NO: 60768
ISSUE DATE:
DESIGNED BY: PSB
DRAWN BY: PSB
CHECKED BY: RAA
SUBMITTED BY: PSB
0 HAYES, SEAY, MATTERN & MATTERN,
INC, 2005. ALL RIGHTS RESERVED.
I
CIVIL
ERQSION CONTROL DETAILS
& GRASSING SEQUENCE NOTES
1<
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M:\FILES\60000SERIES\60768\CADD\DWG\FP5C07.DWG C60726 02/13/2006 11:21:14 SBELL
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ALBERT L. PARKHURST - Ma or Y
(NOT TO SCALE) _ ,~y4_~...._.-_ .w_._. FU1YfS SEAY MATTERN
do MATTERN, INC. 1305 NORTH' CENTER STR
FRQG~.~~~ ~G~.t~~~ EET ~.~...µ.._w.... _ HICKORY ~
~~PUFt~'t~1 Jennie Cook FoItREJ1EVii Vli pUFif'i~i:S SLY NC 28601 REJIE
DO NUT u~t Michael Orders p0 NUT u~t
FOR CpNSTRUCT CTION FF9 ~ ~ . FpRtrONSTRU COMMISSION N0. 60768 1UU6
Wendell Hildebrand WET ~t:rok 'tdwlek WVDSgND3T Q~A111Y
Shannon Livert O Hayse, Seat'. Votbm Jc Vattern, Inc., 2005. All rights reserved. This notice
Emil Williamson Y shd apply to Un dsstgn drawings, specifications, and other documents, as well a tis any facilibr oondnrctsd therefrom. Reproduction of drowings, specifications,
and ether docisnsnis, including those in electronic format, prepared by HSMM
G1 COVER SHEET & INDEX G2 ABBREVIATIONS AND LEGEND and b consultords (oalsctively referred to hereafter os 'Documents' in ony
- G3 KEY MAP form for any purpose other than in „connection with the construction of the subject Project it strkdly prohibited without the express written conserd of HSMM.
Ella Caudle Town Clerk C1 PLAN & PROFILE LINE A~~ STA 0+00 TO 14+55 ~ 14+55 Such Oocumenb an k~hisnenta of Service intended far use solely with respect
Frederick Rankine Jr. - ~@ u Town Clerk C2 PLAN & PROFILE LINE A STA 14+50 TO 28+09 P . TO 28+09 to tln subject Project. Such Documents ore not intended or represented to be
C3 PLAN & PROFILE LINE A STA 28+09 TO 30+78, L TO +7 IN " " N "C" suibbM for roues on sxtsndona of the Project or on any other project. Any 30 8, L E B , LIE such reuse or mod~ioation w~hout written verification or ads tion HSMM and
C4 PLAN & PROFILE LINE b" STA 0+00 TO 15+75 C5 PLAN & PROFILE LINE b" STA 15+75 TO 17+85, l 0 15+7 ~a ~ 5 " b consultants, a appropriate for the specific purpose intended, will ba at the TO 17?85, LINE E assts sole rtelr and without Lability or legal exposuro to HSMM or its
C6 STANDARD DETAILS oonsukonts. St~bdsston a d'~atribution of such Documents pursuont to rogulotory
C7 EROSION CONTROL DETAILS & GRASSING SEQUENCE SEQUENCE nquhments or for simLar purposes is not to be construed as publication in
dsrogotion of ressnsd rlighta.

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M;\FILES\§OOOOSERIES\60768\CADD\DWG\FP5G01,DWG C60726 02/14/2006 14:41:54 SBELL
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AASHTO AMERK:AN ASSOCIATION OF STATE HIGHWAY COL COLUMN FLSH FLASHING LLV LONG LEG VERTICAL AND T ' NSPORTATION OFFICIALS COMB. COMBINATION FLUOR FLUORESCENT LOC LOCATE PTN PARTITION TST TWISTED SHIELDED TRIPLE ;
A8 ANCHOR, B LT COMP COMPRESSION, COMPRESSED FOB FACE OF BRICK, FRONT OF BUILDING LONG. LONGITUDINAL PVC POINT OF VERTICAL CURVE, POLYVINYL T STAT THERMOSTAT CHLORIDE TU TERMINAL UNIT
ABT ABOUT CONC CONCRETE FPM FEET PER MINUTE LPS LOW PRESSURE SODIUM ABUT. ~BUT~IENT COND CONDUCTOR, CONDUCTIVE, CONDENSER FR FRAME, FROM LPT LOW POINT PVI POINT OF VERTICAL INTERSECTION N TELEVISION, TELEVISION OUTLET / / /
ABV AB CONN CONNECT, CONNECTION FRICT FRICTION LR LONG RADIUS, LINEAR REGISTER / / / tEGISTER PVMT PAVEMENT TYP TYPICAL EARTH
AC LTE ATING CURRENT, AIR CONDITIONING CONST CONSTRUCTION FRT FlRE RETARDANT TREATED LS LUMP SUM, LIMIT SWITCH ~H PVT POINT OF VERTICAL TANGENT, PRIVATE UC UNDERCUT PWR POWER OF UNDERFLOOR o 0
UNIT, ACRE CONT CONTINUOUS, CONTINUATION FRZR FREEZER LT LIGHT ACI ,~MMERK:AN CONCRETE INSTITUTE CONTR CONTRACT, CONTRACTOR FS FAR SIDE, FULL SIZE, FLOW SWITCH LTG LIGHTING QT QUARRY TILE UFD UNDER FLOOR DUCT CRUSHED STONE
ACM BESTOS CONTAINING MATERIAL COORD COORDINATE FT FOOT LV LOW VOLTAGE ~ ROUND (DIAMETER , PHASE UG UNDERGROUND
ACMU COUSTICAL CONCRETE MASONRY UNITS COP COPPER FTG FOOTING LVR LOUVER ACS ,ACCESS ~ COR CORNER FUR FURRED, FURRING LW LONG WAY, LIMIT OF WORK R RISER, RIGHT, RA IUS UH UNIT HEATER . )RK R/W RIGHT OF WAY UHF ULTRAHIGH FREQUENCY
ACST COUSTIC, ACOUSTICAL CORR CORRIDOR, CORRUGATED FURN FURNISH LWC LIGHTWEIGHT CONCRETE RA RETURN WR UL UNDERWRITERS' LABORATORY ~ ' CONCRETE
A.C.T COUSTIC CEILING TILE COV COVER FLIT FUTURE LWL LOW-WATER LINE RAO RADIUS ULT ULTIMATE ATURE RAF RNSED ACCESS FLOOR UNlF UNIFORM
ACV ,ALARM CHECK VALVE CP CEMENT PLASTER, CONDENSATE PUMP FWC FABRIC WALL COVERING L.W.T. LEAVING WATER TEMPERATURE ADD. DCfiONAL DISCHARGE FXTR FIXTURE M MICROPHONE, MANUAL RAS RETURN ACTIVATED SLUDGE UNO UNLESS NOTED OTHERWISE STEEL
ADH HESNE CPT CARPET G GAS MAIN OR SERVICE LINE m METER RBR RUBBER UPS UNINTERRUPTIBLE POWER SUPPLY
ADJ ENT CR CEILING REGISTER, HOT CONDENSER WATER GA GAGE, GAUGE MACH MACHINE ' ADMIN MINISTRATNE CSD CELLULAR STEEL DECK GAL GALLON MAG MAGNETIC RCP REINFORCED CONCRETE PIPE UR URINAL RCPT RECEPTACLE U.S. URINAL SCREEN CONCRETE MASONRY UNITS
AFF OVE FINISH FLOOR CT CERAMIC TILE, CURRENT TRANSFORMER GALV GALVANIZE, GALVANIZED MATL MATERIAL RCVG RECEIVING UTIL UTILITY
AFFF QUEOUS FILM FORMING FOAM CTR CENTER GC GROUND COUNTERPOISE MAN MASTER ANTENNA TELEVISION AFMS IRFLOW MEASURING STATION CTRL CONTROL GCMU GLAZED CONCRETE MASONRY UNIT MAX MAXIMUM 7SION RCVR RECEIVER V VOLTAGE, VOLT, VENT, VALVE RO ROOF DRAIN, ROAD VA VOLT-AMPERE
AGGR GGREGATE; CTSK COUNTERSUNK GDR GUARDRAIL MBH 1000 BTU PER HOUR RDCR REDUCER VAC b'ACUUM, VOLTS AC BRICK
AH R HANDLING, AIR-HANDLING UNlT CTWT COUNTERWEIGHT GEN GENERATOR MBR MEMBER REC RECESS VAR VOLT-AMPERE REACTIVE RECIR RECIRCULATING VAV VARIABLE AIR VOLUME s',
AHR NCHOR CU GUBK:, COPPER GFE GOVERNMENT FURNISHED EQUIPMENT MCB MAIN CIRCUIT BREAKER AIC ,AMPERE INTERRUPTING CAPACITY CULV CULVERT GFECI GOVERNMENT FURNISHED EQUIPMENT, MCC MOTOR CONTROL CENTER :R RECT RECTANGLE, RECTANGULAR VB VAPOR BARRIER ~ ACOUSTICAL TILE
AISC AMERICAN INSTITUTE OF STEEL CONSTRUCTION CV CQNVERTER CONTRACTOR INSTALLED MECH MECHANICAL RED. REDUCING VC VERTICAL CURVE
AL ALUMINUM CW DOMESTIC COLD WATER GFI GROUND FAULT INTERRUPTER MEMB MEMBRANE REF REFERENCE VCT VINYL COMPOSITION TILE • REEL REFLECTED VD VOLUME DAMPER ROUGH WOOD
ALT LTERNATE CWB CAPILLARY WATER BARRIER GFM GOVERNMENT FURNISHED MATERIAL MET. METAL AM. METER D DEPTH, DEGREE OF CURVE, DIMMER GHZ GIAHERTZ MFR MANUFACTURER REFR REFRIGERATOR VDC ~/OLTS DC
AMP PERE SWITCH, DRAINLINE, MOUNTED IN DUCT GI GALVANIZED IRON M/G MOTOR/GENERATOR REINF REINFORCE, REINFORCEMENT, REINFORCED VEL VELOCITY
ANSI ERICAN ATIONAL STANDARDS INSTITUTE DB DRY BULB, DIRECT BURIAL, DUCT, DEEP GL GLASS MGD MILLION GALLONS PER DAY AP CCESS P EL BANK, DECIBELS, DEED BOOK GND GROUND MH MANHOLE, MOUNTING HEIGHT, METAL DAY REM REMAINDER VENT. VENTILATE =1GHT METAL HALIDE READ REQUIRED VERT VERTICAL FINISH WOOD
APPR PPROVED ' DBL DOUBLE GOVT GOVERNMENT MHZ MEGAHERTZ RESIL RESILIENT VEST. VESTIBULE
APPROX PROXIMATE DC WRECT CURRENT GPH GALLONS PER HOUR MID MIDDLE REV REVISION VFD VARIABLE FREQUENCY DRIVE RF ROOF, RADIO FREQUENCY VHF VERY HIGH FREQUENCY PLYWOOD
APS LARM PRESSURE SWITCH DEC DECIDUOUS GPM GALLONS PER MINUTE MIN MINIMUM ARCH. HITECTURAL DEFL DEFLECT, DEFLECTION GR GRADE MISC MISCELLANEOUS RFG ROOFlNG VIB VIBRATION
AREMA MERK:AN RAILWAY ENGINEERING AND DEG DEGREE GRAD GRADUATED MJ MECHANICAL JOINT RFH ROOF HATCH VIF VERIFY iN FIELD ~
MAINTENANCE-of-WAY ASSOCIATION DEM DEMOUNTABLE GRL GRILLE MK MARK ASB SBE5T05 ' DEPR DEPRESSED GRT GROUT MKBD MARKER BOARD RFI RADID FREQUENCY INTERFERENCE VIN VINYL COMPOSITION TILE RL ROOF LEADER REFRIGERANT LI UID VLT VAULT PLASTER OR GWB Q
ASPH PHALT , DEPT DEPARTMENT GRS GALVANIZED RIGID STEEL ~ MLO MAIN LUGS ONLY RM ROOM VM VOLTMETER
ASSY SEMBLY ' DET DETAIL GSU GLAZED STRUCTURAL UNITS mm MILLIMETER RNO ROUND VOL VOLUME RO ROUGH OPENING VR VAPOR RETARDER GATT INSULATION
ASTM MERICAN SOCIETY FOR TESTING AND DF DRINKING FOUNTAIN GN GATE VALVE MO MASONRY OPENING MATERIALS DH DUCT HEATER, DOOR HOLDER GVL GRAVEL MON MONUMENT RPM REVOLUTIONS PER MINUTE VS VERT{CAL SLOT t
ASYM ~1SYM~IETRICAL DI DROP INLET, DUCTILE IRON GWB GYPSUM WALLBOARD MP MEDIUM PRESSURE RR RIPRAP, RAILROAD VT VINYL TILE
ATS AUTOMATIC TRANSFER SWITCH DIA DIAMETER GYP GYPSUM MPa MEGAPASCAL AUTO. AUTOMATIC DIAG OWGRAM, DIAGONAL H HIGH MPH MILES PER HOUR RTE ROUTE VTR VENT THRU ROOF RIGID INSULATION S SOUTH, SANITARY, SEWER, SPEAKER, VWC `JINYL WALL COVERING
AUX UXIUARY DIFF DIFFUSER HB HOSE BIBB MR MOP RECEPTOR SWITCH, SUPPLY W WEST, WATT, WIDE, WIRE, 'WATER MAIN OR
AV R VENT, AUDIOVISUAL DIM. DIMENSION HBD HARDBOARD MSL MEAN SEA LEVEL SA SUPPLY AIR SERVICE LINE ` ~j COMPRESSIBLE FILLER SAN SANITARY W/ WITH
AVG VERAGE ' DIP. DUCTILE IRON PIPE HC HANDICAPPED MT MOUNT AWG ERICAN WIRE GAUGE DIR DIRECTION, DIRECT HD HEAD, HEAT DETECTOR MTD MOUNTED SCFM STANDARD CUBIC FEET PER MINUTE W/0 WfTHOUT
AWS AMERICAN WELDING SOCIETY DISC. D)SCONNECT HDPE HIGH DENSITY POLYETHYLENE MTG MOUNTING SCHED SCHEDULE WA WAINSCOT 'r
AWWA ERICAN WATER WORKS ASSOCIATION DISCN DISCHARGE HDR HANDRAIL MTR MOTOR g TTERY DISP • DISPENSER HDW HARDWARE MTZ MOTORIZED SD STORM DRAIN, SMOKE DETECTOR WAS WASTE ACTIVATED SLUDGE" SEC SECONDARY WB WET BULB, WINO BEAM
BAL LANCE, DN DIVISION HDWD HARDWOOD MU MULCHING SECT SECTION WC WATER CLOSET
B&B LAND BURLAP DK DECK HDWL HEADWALL MUL _ MULLION SF SILT FENCE WD WOOD, WIDTH PLAN SHEET NUMBERING RAFFlC CONTROL SFP SPRAYED FIRE PROTECTION WDO WINDOW
B TO B CK TO BACK DL DEAD LOAD HGR HANGER MUTCD MANUAL OF UNIFORM TRAFFIC CONTRA • ' BC OLT CIRCLE, BOTTOM OF CURB DMH DROP MANHOLE HGT HEIGHT DEVICt=S SH SHEET WFD WATER FLOW DETECTOR
BD ~ DML DEMOlJTION, DEMOLISH H.LD. HIGH-INTENSITY DISCHARGE MWP MEMBRANE WATERPROOFING ~ING SHV SHELVING WG WATER GAGE DISCIPLINE DESIGNATION
BDL UNDLE DMPR DAMPER HM HOLLOW METAL N NORTH BEJ RICK EXPANSION JOINT DN HOA HAND-OFF-AUTOMATIC NA NOT APPLICABLE SIM SIMILAR WH WALL HYDRANT (1 OR 2 CHARACTERS) SK SKETCH WHA WATER HAMMER ARRESTER
BET. ETWEEN ' DR , DRNE HORIZ HORIZONTAL N.C. NORMALLY CLOSED SLP SLOPE WHS WELDED HEAD STUD PLAN SHEET
BF E DS POUT DRIP STATION, DIGES'1ED SLUDGE HP HORSEPOWER, HEAT PUMP N do D NAIL AND DISC SMR SURFACE METAL RACEWAY WI WROUGHT IRON ODE S N SOLID NEUTRAL WL WIND LOAD, WATER LINE ` KEYPLAN AREA
O ~ M G LLE DSD SMOKE DETECTOR HPF HIGH POWER FACTOR NEC NATIONAL ELECTRICAL CODE BG BITUM ITUMINOU DTWH TEMP WALL HYDRANT HPS HIGH-PRESSURE SODIUM, HIGH PRESSURE NEUT NEUTRAL S T SEALANT WM WATER METER
BL, R UILDING NE, BASE LINE DUP LOCATE STEAM NFPA NATIONAL FIRE PROTECTION ASSOCIATI 'ION ASSOCIATION SOG SLAB ON GRADE WP WORKING POINT, WEATHERPROOF
BLDG UILDING ' DVTL DOVETAIL HPT HIGH POINT NIC NOT IN CONTRACT BLK LOCK, BLOCKING DW DUMBWAITER HR HOUR N.O. NORMALLY OPEN 5P SPACE, SPACES, STATIC PRESSURE WPF WATERPROOFlNG SPD STATIC PRESSURE DROP WS WATER SURFACE, WATERSTOP
BLW ELOMI DWD DRINKING WATER DISPENSER HS HORIZONTAL SLOT NO., NOS NUMBER, NUMBERS SPEC SPECIFICATION WST WASTE
BM EAM BEN H MARK, SOIL DWEL G HTG HEATING NOM NOMINAL SPKR SPEAKER WT WEIGHT LEVEL OR FLOOR SPMR SINGLE-PLY MEMBRANE ROOF WTR WATER
S~TABIU TION BLANKETS do MATTING DWG HTR HEATER NPRN NEOPRENE BOL EGINNING F U E DWL HV HIGH VOLTAGE, HEATING-VENTILATING UNIT NPW NONPOTADLE WATER SPR SPRINKLER WTS WELDED THREADED STUD STATUS (E FOR EXISTING)
BOT OTTOM DWV WASTE, AND VENT HW DOMESTIC HOT WATER NRS NONRISING STEM SPRT SUPPORT WWF WELDED WIRE FABRK: D FOR DEMOLITION ( }
B.O.W. TTOM •0 WALL DX DIRECT IXPANSION HWC DOMESTIC HOT WATER CIRCULATING NS NEAR SIDE BP PlA , BACKFLOW PREVENIIER, E EMERGENCY (CIRCUR) HWL HIGH-WATER LINE NST NONSLIP TREAD SPS STATK; PRESSURE SENSOR WIRE REINFORCEMENT} SQ SQUARE XARM CRO S ARY
IN PLATE EA HYD HYDRANT NTS NOT TO SCALE SHEET NUMBERING SS SANRAR1f SEWER XFMR TRANSFORMER
BR fZ0 BOTTOM REGISTER EAT. A~ TEMPERATURE HZ HERTZ 0 TO 0 OUT TO OUT SSD SUBSURRACE DRAIM XFR TRANSFER SSK SOIL STACK XMiR TRANSMITTER SHEET TYPE
BRG FARING ECMT I INTERCOM OA OVERALL, OUTSIDE AIR BRK RICK EF E lC INTERRUPTING CAPACITY OC ON CENTER SSMR STANDING SEAM METAL ROOF YD YARD
BRKT RACKET EFlS RIOR FNISH INSULATION S1I5TEM ID INSIDE DIAMETER OD OUTSIDE DIAMETER SgT STAINLESS STEEL YH1tD YARD HYDRANT
BSMT EMENT ; EFL EFFLUENT IG ISOLATED GROUND O.F. OUTSIDE FAC£ ST STREET, STORY, STEAD SEDIMENT TRAP JTRACTOR-INSTALLED STA STATION
BTU RITI$H TH RMAL UNIT EJ JaM IMC INTERMEDIATE METAL CONDUR OFCI OWNER-FURNISHED CONTRACTOR-INS TION ~ IN. INCH OH OVERHEAD, OPPOSITE HAND BTUH ANO STD STANDARD CUBIC FEET PER MINUTE SE UENC
` ELEC ELECTRIC, ELECTRICAL INCAND INCANDESCENT OP OUTLET PROTECTION BU P STER STERILIZ Q E STIF STIFFEN
BUR UILT-UP ROOF(ING), BURIED ELEV ELEVATOR INCL INCLUSNE OPNG 0 ENING BW OTH WAYS EM EXPANDED i~TAI INCR INCREMENT OPP OPPOSITE STIR. STIRRUP IG A I
C OURSE, CONVECTOR EMER EMERGENCY IND INDUCTION OSdcY OUTSIDE SCREW AND YOKE EKE STL STEEL G GENERAL I INTERIORS
'C EGRESS CELSIUS • EMT ECECTRIGI. METALLIC TUBING INFL INFLUENT OVHD OVERHEAD C TO C ENTER TO CENTER ENCL ENCLOSURE INSTL INSTALL, INSTALIATK)N OZ OUNCE STOR STORAGE HA ASBESTOS ABATEMENT QF FOOD SERVICE STR STRAIGFIT, STARTER ~ V SURVEY FA FIRE ALARM
' CdcG URB AND ':GUTTER ENG INSUL INSULATION, INSULATED, INSULATOR, P POLE, POWER, PUMP STRL STRUCTURAL B GEOTECHNICAL FP FI P
C&R UT AND REPLACE ENGR INSULATING PA PIPE ANCHOR CAB, ~ ~ ENT INT INTEGRATED, INTERIOR Pa PASCAL STRUC S1IRUCTURE RE ROTECTION SUBSTA SUBSTATION C CIVIL P PLUMBING
CANTLE R~ ENTR INTMD INTERMEDIATE PB PUSH BUTTON, PANELBOARD ~4RD SUP SUPPLY L LANDSCAPE DQ MATERIAL HANDLING
CAP, ACITY EOL OF LINE INV INVERT, INVERSE PC POINT OF CURVE, PIECE SURF. SURF S STRUCTURAL M MECHANICAL
CAN ABLE TELEVISION EP PROOF, E06E OF PAVEMENT IP IRON PIN, STORM DRAIN INLET PROTECTION PCC POINT OF COMPOUND CURVE, PRECA; CB ATCH BAS N, CIRCUIT BREAKER EQL IPF IRON PIN FOUND, IRON PIPE FOUND CONCRETE CURVE, PRECAST SUSP LS LIFE SAFETY E TRI ELEC CAL SV SHEET VINYL, STEAM VENT A ARCHITECTURAL T TELECOMMUNICATIONS
CCN LOSED CI CULT TELEVISION EQPT ENT IR IRRIGATION PCP PRECAST CONCRETE PANEL NEL SVCE SERVICE
CD FILING DI USER, ROCK CHECK DAM ER TO REMAIN . ISOL ISOLATOR PCSP PRECAST CONCRETE SANDWICH PANEL NDWICH PANEL SW SHORT WAY, SWITCH, SIDEWALK SWBD SWITCHBOARD S
CE ONSTRUC ON ENTRANCE ESMT ENT J JOULE PD PRESSURE DROP CEM EMENT E TO E TO END JB JUNCTION BOX PED PEDESTAL SWGR SWITCHGEAR
CENT. ENTRIFUG EV JC JANITORS CLOSET PEJ PREMOLDED EXPANSION JOINT JOINT SYMM SYMMETRICAL ~ ~ COMMUNITY
CF ELt.ULAR OOR EW F,~CH WAY, END WALL JCT JUNCTION PF POROUS FlLL SYS SYSTEM _ i ROOM T TREAD, TOP, TANGENT, TELEPHONE, nSS , F 213
CFM UBK; FE .PER MINUTE EWC WATER COOLER JST JOIST P.F. POWER FACTOR CFS URIC FEET PER SECOND E.W.T. WATER TEMPERATURE JT JOINT PG PIPE GUIDE, PAGE T&B TOP AND BOTTOM
OR R GUARD CHANGE OF GRADE EXC ATE, EXCAVATION K KEY OPERATED, KIP PH PHASE, PENTHOUSE CG NE , TdcG TOI~UE AND GROOVE FLOOR NUMBER ~-L SPACE NUMBER TBcP TEMPERAURE AND P
CEILING GRILLE FJ(H ST KCM THOUSAND CIRCULAR MILS PI POINT OF INTERSECTION CH ABINET H TER, CHORD EXP E71;POS® KCP KEENS S CEMENT PLASTER PN POST INDICATOR VALVE TAF TROWEL APPL~D FN~IS'FI
• CRAM HAMPER ~ EXPN ON kg KILOGRAM Ply E PLATE, PROPERTY UNE TBM TEMPORARY BENCH w~wlc ELEVATIONS DETAIL
BOAR EXST NG k S KILOGRAM PER SECOND PLAM PLASTIC LAMINATE CHBD HAI.K D CHEM HEMICAL ' EXT IOR, EXTERNAL KILOHERTZ PEAS PLASTER rc TOP of ~uRe, T~ q oqc ~ TURNED NUMBER
CH1S HISELED EXTN km KILOMETER PLATF PLATFORM EXTERIOR TEL TELEPHONE
CHKR HECKER, CHECKERED F . ,FAN kN KILONEWTON PLF POUNDS PER UNFJIR FOOT SOT TEMP TEMPERIIfiURE, TEMPERED, TEMPORARY NUMBER 1 TER TERW12Z0
CI IRON ! 'F FAHRENHEIT KO KNOCKOUT PLYWD PLYWOOD CIP IN PLACE, CULVERT INLET PROTECTION FdcT FIAAT AND THERMOSTATIC kPa KILOPASCAL PNL PANEL TERM. TERMINAL A101A A501
CIRC IRCULAR, CIRCUMFERENCE F TO F FACE TO FACE KSF KIPS PER SQUARE FOOT PNI.BD PANELBOARD TETRAFLUOROETHYLENE 1 ~ A102B SHEET WHERE DRAWN
CJ ONSTRUCTION JOINT FA FIRE, ALARM KSI • KIPS PER SQUARE INCH PNT PAINT, PAINTED CKT IRCUIT FAB TE kV KILOVOLT POB POINT OF BEGINNING TG TOP GRILLE A101A A201 THERM. THERMOMETER
CL, ~ CENTER UNE FABL ALARM BELL kVA KILOVOLT-AMPERE POL .POLISH, POINT ON UNE THK THICK SHEET(S) WHERE TAKEN
CLF CHAIN LINK' FENCE FACP ALARM CONTROL PANEL kVAR KILOVOLT-AMPERE REACTIVE PPH POUNDS PER HOUR THKNS THICKNESS ~ 1 INTE IOR THR THRESHOLD ~I SECTION
CLG CEILING FC F00fiCIWDLE, FAN COIL UNIT KW KILOWATT PR PAIR CLJ CONTROL J~INT FD fLOtyR DRAIN, FIRE DAMPER kWH KILOWATT HOUR PRC POINT OF REVERSE CURVE tVE TKBD TACKBOARD ~ 1
CLO CLOSET FDC FIRE DEPARTMENT CONNECTION L L.EFl', LENGTH OF CURVE, LONG PREFIN PREFINISHED TLSD TOP LINEAR SLOT DIFFUSER NUMBER
• CLOS CLOSURE ' FDN FOUNDATLON LA LIGHTNING ARRESTER PRESS. PRESSURE TMV THERMAL MIXING VALVE TOC TOP OF CONCRETE ~
CLPR CALIPER FDR Ff;~ER LAB LABORATORY PRI PRIMARY CLR CLEAR FE .FIRE EXTINGUISHER LAM LAMINATE PRL PARALLEL TOF TOP OF FOOTING 2
CLSD CEILING LINEAR SLOT DIFFUSER FEC FIRE EXiINGUISIiER CABINET LAT LATRUDE, LATERAL PROP. PROPOSED TOS TOP OF STEEL A101A A401 A101A A201 TOT. TOTAL
CLSR CEILING LINEAR SLOT RETURN FES FLARED END SECTION LAV LAVATORY PROV PROVIDED CM CENTIMETER FGL FIBERGLASS LB POUND P.R.S. PRESSURE REDUCING STATION TATION TP TREE PROTECTION
• ' CMP CORRUGATED METAL PIPE FH FlRE HOSE LCG LACING PRV PRESSURE REDUCING VALVE, POWER ALVE, POWER ROOF T.O.W. TOP OF WALL DRAWING REVISION
CMPSN COMPOSITION FHC FIRE HOSE CABINET LDG LOADING VENTILATOR TR TOP REGISTER, TOP OF RAIL IMANENT SEEDING, TRANSV TRANSVERSE
CMU CONCRETE MASONRY UNITS FHYD FIRE FIYDRANT LF LINEAR FOOT, LINEAR FEET PS PRESSURE SWITCH, PERMANENT SEED CND CONDUIT FlG. Fl~llRE LG LENGTH, LONG POINT OF SWITCH TRTD TREATED
CNDCT CONDUCTIV FlN. FIN19H UQ LIQUID PSC PRESTRESSED CONCRETE E TS TEMPERATURE STEEL, TIME SWITCH, TAIW ER
CNDS CONDENSAT ,CONDUITS FL FLOOR, FLASHING LKR LOCKER PSF POUNDS PER SQUARE F00T CO LEANOUT, COUNTY FLEX. FGE1pBLE LL lNE LOAD PSI POUNDS PER SQUARE INCH ~00T SWITCH, TEMPERATURE SWITCH, THICKENED REVI510N NUMBER NCH SLUDGE, TEMPORARY SEEDING, TRAVERSE
~ ~ STATK>N ~-LIMIT OF REVISION
REV DATE DESCRIPTION APP COI~II~ N0: 60768
CONSULTANT SEALS CIVIL
ISSUE DATE:
DESIGNED BY: PS8 ~
DRAWN BY: PSB
OGRESS ]3R~~'~~la
CHECKED BY: RM ~Alfl I ~r_~nln n
FOR REVIEW PURPOSES ONLY
pO NOT USE SUBMITTED BY: PW
L__n~011STRIJCTION RIDGE ROAD AREAS ARCHITECTS ENGINEERS PU MRS PLANNERS
TOWN OF HILDEBRAN HAYES, SEAY, MATTERN & MATTERN, & MATTERN, INC.
TER STREET
NORTH CAROLINA 1305 NORTH CENTER STREET HICKORY, NC 28601 28601 ©HAYES, SPAY, MATTERN & MATIERN. INC., 2005. ALL RIGHTS RESERVED.
BURKE COUNTY [phone] WWW.HSI WWW.HSMM.COM
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1305 NORTH CENTER STREET ERN, INC. EET
NORTH CAROLINA HAYES, SEAY, MATTERN & MATTERN, INC. HICKORY, NC 28601
BURKE COUNTY 327-2971 (828) WWW.HSYM.COM JOHAYES. SERY, MATTERN & MATTERK Y.HSMM.COM INC., 2005. ALL RIGHTS RESERVED.
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M SEWER MANHOLE TABLE
LINE LENGTH BEARING
CYNTHVI DIANE YOUNG ~ L1 250,00 S88.17'25'E
DEED BOOK 953-1254 W L2 250,00 S88.1T25'E
TAX MAP 87-24-03-035.00 ~ L3 150,00 S88.17'25`E cv L4 143,15 S88.17'25'E
~l L5 257,37 N04• ' 0 = 49 06 E
NED W. SUDDRETH, JR. dt LORI H. SUDDRETH U ~ L6 228,74 S85.39'40'E
DEED BOOK 998-867 TAX MAP 87-24-03-033.00 p W L7 175.43 S83.26'08'E
• ~ - - ~ 1084.8 • ~ ~ MH-6 ~ LB 235,70 S85.38'38'E
~ ~ ~ i 1068.5 • o ~ , 1 ~ STA 10+50.52 ~ L9 397A6 S09.4T43'E 1091.2. Z ~ L10 399,74 S09.13'S6'E
d °z MH-14 LU RIM 1086.83 p , Z INV. IN 1077.38 U JEAN GRAY PLEMONS Lll 32233 808 45 48'E
LAND o ~ STA 2+40.69 ~ scAPINC ~ sMAU_ v RIM 1087.07 o c ~ DEED BOOK 899-347 L12 6 '
1 18 OAK - - - ~ - _ ~ M wM DOGWOOD TEL INV. OUT 1080.80 ~ c ~ INV. IN 1077.38 1088.9 ~ TAX MAP 87-24-03-009.00 2 8,42 S08 4140 E U INV. OUT 1077.28 1101.9. p ~ L13 240,69 N84.52'47'W
r _r T ~------>>T ` PED z z 1058,5 - _ RNS~ER 18' OAK ~ ~ ~ L14 47,36 S47`29'14'W z Q
4 -'~'~'---'-uc~( WM WM ~i ~ Q I L15 302,64 S89.42'29'W wM wM 1 ~ 18 oAK ~ MH-8 L16 100,00 sa6•slros'E
CYNTHYI DUWE YOUNG ~ tRDERGROINO POWER UNDERGROUND CABIE N r ~ SHE (,,J o r W~ EL ERD STA 14+54.6
DEED 800K 982-373 EDGE OF PAVEyENi L13 Tj4X MAP 87-24-03-008.00 v u ~ - PED ci ? 1 9 L17 287,01 S86 51 D5 E ~```~-i $ sHRUe z RIM 1112.98 CQ = L18 391,41 S83 40 22 E ~_r3 T - o UR
T T ~~T U6E T W ^ ~ TEL _ T u X T r _ _ P Mw ~ U INV. IN 1100.72 L19 300,72 S70 55 58 E ~ HRUB INV. OUT 1100.62
PED L RNER`~E ~ ~'r'`"v WV wv u SHRUB Q ~ L20 200,20 S25 4315 E ' - _ HRUB L PED~
UNDERGROUND TELEPHONE ~ ED NRUB"` - -~`T+tpf~e . r v-.`, o BIRCHES a _ - WATER LINE ~~i -1 w N~ 1$" RCP L6 -~`S= (I L21 29567 S88.05'00'E ~-"w T ~ L22 210,39 S88.05'00'E
z a c o WM 18' OAN o wM 18" OAK - T --=-~,`-------w L7 - - ~ L23 215.43 N72'32'20'E
• 1074.1 $ Ci ~-~a~ '1----~-w----______ L24 334,57 S87.56'20'E
O ~ C1 z ~ ww,1 ~-'T w L25 275,00 S87.56'20'E v ~ C1 to p ~~`-_~"w L26 20500 S02.05'15'E
4 ~ I W HEDGEROW '"`~----..1----```'T L27 100,00 S17.40'S8'E
• C1 C6 1079.4 C1 C6 0 1 ~ MH-7
RODNEY WILLUW RQWELL C2 RUFUS M. CUBBAGE & DEED BOOK tU5-843 C2 ~ a STA 12+79.6 - o ti ~ 2
GLENDA R. CUBBAGE TAX MAP 87-24-03-035.00 toss.7 3 o RIM 1101.50 I ~ INV. IN 1093.89
RUFUS M. CUBBAGE & BASEMENT LEVEL DEED BOOK 1119-112 GLENDA R. CUBBAGE TAX MAP 87-24-03-037.00 NOTES THIS SHEET. N 1 INV. OUT 1086.79 1 APP C
DEED BOOK 1119-112
• • • ~ • TAX MAP 87-24-03-040.00 C1 C6 1. CONTRACTOR SHALL CONFIRM THE ELEVATION OF THE
• ~ 1070.9 ~ • ~ 1075.3 10 C2 EXISTING 10" SEWER LINE AT MH-1, 1073,7 ~ 1 / KENNETH OWEN FOX, JR. &
• \ MARL C. WIWAMS 1080.9 LINDA H. FOX 2. NOLLUJ~S 14" ~ . DEED BOOK 836-27
s 'BENCH- E'IN 18" MAPLE DEED BOOK 1256-927 )K 1256 927 p0 O TAX MAP 87-24-03-015.00
- 1033.84 TIMOTHY RYAN COFFEI' do TERRY MOORS do TAX MAP 87-24-03-038 ~ ASHLEY COFFEY PATTI MOORS ~ 87-24-03-036 ~
' DEED BOOK 1012-359 N DEED BOOK 1012-359 TAX MAP 87-24-03-038.00 TAX MAP 87-24-03-039.00 L w N ~ ~ • 14 HILDEBRIW UNITED
~ METFIODIST CHURCH k
XI MH ~ EST. RIM 1033.88 MH-2 DEED 1001( 932-1309 1 TAX MAT' 87-24-03-027,00
INV. 1o25.s4 STA 2+50 ~ ~ RIM 1041.18 MH-4 -4 ~
~ STA 6+50 , INV. IN 1036.19 .i' 6+50
~oPOSED ~ INV. OUT 1029.94 RIM 1064.38 EASEMENT N 1055.89 ~ ~ ~ INV 1064.38 ~ E FENCE IN 1055.89 1 . ,
INV. OUT 1055.7 OUT 1055.79 CONTRACTOR IS RESPONSIBLE FOR REMOVING -
1 AND REPLACING DOG PEN
FENC[ L4 N
~ s~~ -1 ~ L4 10 c '
MCI - - - -.•L _ STA o+oa 1 MARSIiY T ~ N M H-5
RIM 10 .55 1 _ SN. PROPOSEp 125 -o'--- - - - - - - STA 7+93.15
INV. IN 1026.94 ~ 1 1E1M~ORARY a>HStt~ucnoN w 0 o D s SfA 5+00 - - - - - - - - RIM 1075.08
INV. 1 a LINE = 1026.84 ~ RIM 1061.68 INV. 1N 1054.29 INV. IN 1066.73 ~ INV, OUT 1086.63 = ~
~ INV. OUT 1054.19 w
1 , o lARR1( L. HILOE81tAND ~ N _
CHARLES CARVER WILSON 1 1 0 ~ to ' ~ DEED BOOK 815-1590 1 •a ~ ~ CHAFES CARVER WILSON ~ MARTHA C. 1#LDEBRAN DEED BOOK 7a8-908 M-
TAX MAP 87-24-03-007.00 M ~ DEED BOOK 815-1590 • ~ TAX MAP 87-24-03-007.00 TAT( MAP 87-24-03-006.00
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• INV.ffi 1026.84 ~ 1024 ao
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0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 7+50 8+00 8+50 9+00 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50
SEALS CONSULTANT REV DATE DESCR~'TgN IIPP COMY N0: 80788
CIVIL IS~lE DATE:
DESaGNIED BY: PSB
50' 25' 0 50' 100' PROGRESS DRA~IINGS , p _ , O~RAWN BY: PSB
nt~rnvrn nv_ n•~ . ff . ff ~
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DO NOT USE 10' S' 0 10' ZV RIDGE ROAD AREAS ARCMlTECTS ENGINEERS PIANNI STA + + PLANNERS
FOR CONSTRUCTION 10=10' HAYES, SEAY, MATTERN & MATTERN, INC MATTERN, INC.
STREET
NORTH CAROLINA 1305 NORTH CENTER STREET u 1601 ICHAYES. SEAY, MATIERN & MATTERN,
GRAPHIC _-SCALES HICKORY, NC 28601 BURKE COUNTY [phone] WWW.HSMM.C INC., 2005. ALL RIGHT'S RESERVED. WWW.HSMM.COM
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~ ~ STA 20+8 I RIM 1117,.22 I N IN BRICK STA 20+87.45 ~ RIM 1120.67 ~ °i MH-12 ~w
I ~ s c RIM 1117. 4 INV. IN 1102.24 WARLICKS CHURCH RO BASE WITH YARD AD INV. IN 11 wl ~ z RIM 1117.16 INV. IN 1112.00 ~ STA 28+09.51 _
~ INV. OUT 1102.14 a LIGHTS INV. OUT INV. IN 1104.72 ROAD SR 1628 INV. 1N 1107.10 RIM 1126.61 INV. OUT 1104.62 $ a INV, OUT 1107.00 SURVEY CONTROL INV. IN 1120.16 v
RrN STING WATER UNE - ° C1 n POINT~7 - - _ a INV. OUT 1120.06 Q
k ~ ~ W W W W, w 2 -
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L9 15" RCP 'RCP SIGN
~ ~ 3 /1r1r1 $ ' --X--~- S 5" RC
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LEYLAND z C2 C6 GRAVEL DRNE / . CYPRESS , LEYLAND CEDAR ~ 5~ ! a ~ ~ CYPRESS vw I ~ p ti/ a W ~
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00 16+50 17+00 17+50 18+00 18+50 19+00 19+50 20+00 20+50 21+00 21+51 15+00 15+50 16+
REV DATE DESCRIPTION APP C01~1 N0: 60768 CIVIL
SEALS CONSULTANT IssuE QATE:
DESIGNED BY: PS8
DRAWN BY: PSB
..................d,,.,.d 50' 25' 0 50' 100' cucDUCDr1 r~n~ ~~n r.NFC1cFn a~r~ Ra? IAIA"RI If`I~CC ruI iRru Rnen n n
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PURPOSES ONLY HONZONTAL FOR REVIEW DO NOT USE 10' S' 0 10' 20' RIDGE ROADAREAS ARCHITECTS ENGINEERS PL IM PLANNERS 8 SEWER LINE
FOR CONSTRUCTION 1"=10'
TOWN OF HILDEBRAN HAYES, SEAY, MATTERN dt MATTERN VER CAL 1305 NORTH CENTER STREET I do MATTERN, INC. PLAN & PROFILE NTER STREET ©HAYES SEAM MATTERN do MATTERN 28601 .STA 14+.
NORTH CAROLINA HICKORY, NC 28601
GRAPHIC SCALES BURKE COUNTY [phone] WWW.H! INC., 2005. ALL RIGHTS RESERVED. WWW.HSMM.COM
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RUFUS M. CUBBAGE & w M. CUBBAGE &
w ( GLENOA R. CUBBAGE 1 R, CUBBAGE
DEEO BOOK 1119-112 ~ o ~ ~ TAX MAP 87-24-03-03 ?OK 1119-112 .1079.4 ~ 87-24-03-037.00
z T z° ti o BOBBY LEON WILSON & VIVIAN WILSON
~ ~ o ~ 'N ? ~ o ~ DEED BOOK 413-105
~ F ~ ~ p ~ ~ a N i r ~ TAX MAP 87 24-03 019.00
z n ~°a ~ r~~
'A v WM ~ YVM ~ S3HOb I CLARENCE E. ROBERTS do m 8021H ~ MARTHA C. ROBERTS ~
MH=1 ~w - ~70F} 3]il---a~- 3]il ~ DEED BOOK 797-710 0
5TA 2 +09.51 z M aw3si R1M 11~2s.s1 ~ WARLICKS N2l1 YVM ~ x 1118.3 TAX MAP $7-24-03-025.00 ~ ~ ~
1~1V. IN' 1120.16 v d~a 9 ~ EDGE OF PAVEMENT ~ SHEPHERD CCl CHURCH ROA ouRT C d3 RNE
r- D INV. OUT 1120.OS L13 PAUEO D I ~C
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~ '-0' - - INV. IN 1077.38 ~ ~ ~ ~ MIl-1 J m- l .E ~ ~ s _ aNl~ ~ 2 DRNE NO R/W
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N ~ ~ INV. OUT 1126.87 I I o a: c ~ a ~ RIM- 1116.93 1N31N3SV3 s ~ INV, IN 1107.58 1N3V135K3 a3M3s`'~A 3+ 0 ~avac
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e c~ o RIM 1120.67 I x 4 8
INV. IN 1112.00 ~ ~ ~ m
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~00 28+50 29+00 29+50 30+00 30+50 x
DATUM E 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50
1050.00
» ~ CO ~ 00 N N In ~ 00 01 co 0o rn ~ ~ o ~ rp r ~ rn rn r ri ~ ~ ~ ~ ~
0 0 0 0 0 0 0 0 o i ~ ~ ~ ~ , a O O
- r r r
• 0+00 0+50 1+00 1+50 2+00 2+00
!f sx.
• SEALS CONSULTANT REV DATE DESCR1PTlON APP C01~I61 N0: 60768 t
civic ISSUE DATE:
DESIGNED BY: PSB
50' 25' 0 50' 100' DRAWN BY: PSB
PROGRESS DRA1fI1+IGS _ _ nu~nu~n nv_ nu ~ ~?ir .`l7~•11 ~~i ww _ w.. .rw ,w .~.w A ~
1-=50' Vi 11.1 1 11.10V vvv 1 It 1 I71 V vI-N ? ' ~ILVRGU a~:+ LINt .R 5 I A 1b+U9 l U 6U+ lb
FOR REVIEW PURPOSES ONLY HORIZONTAL SUBMITTED BY: PSB «a » p)
00 NOT USE 10' 5' 0 10' RIDGE20ARCHITECTS ENGINEERS PUWI PIANNERS LINE B W
FOR CONSTRUCTION 1"=10"
VERTICAL TOWN OF HILDEBRAN HAYES, SEAY, MATTERN & MATTERN, IN MATTERN, INC. LINE ficst R STREET
NORTH CAROLINA 1305 NORTH CENTER STREET >8601 ®HAYES, SEAY, MATfERN do MATTERN, .
GRAPHIC - SCALES' HICKORY, NC 28601 BURKE COUNTY [phone] WWW.HSMM INC., 2005. ALL RIGHTS RESERVED. WWW.HSMM.COM
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NCS_HSMM_Full.ctb RF: !!fp5v_exsp0l!!??!!fp5voexsp0l!!??,!!fp5c_nxOlpr!!,!!fp5xbdr!!

_ w o 0 o s ~PU~E FENCE MH 18 ~ ~
~ ~ ~ STA 1+00 MH-19 / / co~nRNCroR ~a ~
1 RIM 1051.75 STA 3+87.01 ~ • / / JAMES R. HUFFMAN do REi~4CE WAR METER
~ INV. IN 1045.78 RIM 1064.12 EARUNE HUFFMAN
- INV. OUT 1045.68 INV. IN 1058.80 ~ 9 12.5'' TEMPO _ _ iNV. OUT 1058.70 ~ coN ~ DEED BOOK 169-143 NOTE: THE OAN TAX MAP 87-79-07-031.00 ON RECORp IN
_ 1r _ ~ STRUCTlON EASEMENT OF DEEDS OFF EASEMENT OUT
1 E 25 PERMANENT SANRARY THOMAS A. CHURCH &
L17 / _ s / MH-20 \ ~-----~~.s r----~ EWER F~ MH-20 FRANCES W. CHURCH DEED BOOK 93fi-1852
MH-17 ~ - S ENT STA 7+78.~ STA 7+78.42 z TAx MAP 87-7s-o7-to4.oa ~ ~ RIM 1091.47 w o D s a h ~ ° ~
p _ RIM 1091.4 RIM 1051.1 ~ ~ ~ _ _ S _ _ INV. IN 10E p L f 8 1-----1_ INV. IN 1083.47 ® o ° °
INV. IN 104 .28 ' _ - _ _ _ INV. OUT 1~ ~ ~ ° INV. OUT 1078.37 0 ~ ~ a z ~ p a
~ S N CREEK , , • "..--1 ~ ~ S ~E p ADD ~ a ` y ~ REM ~ ~k! pR~ / TRNSFMR n.
\ ~ MH-25 ~ 1 C P TEL PED WM WM ~ ~ / REPI~CE FENCE w STA 2+15.43 UGE
' TEMPORARY o2' . ,!r , • ~NSTRUCilON EASEMENT / . / ~ ~ "'"'---r . ? h _ UGE ~0 RIM 1118,12 F T "i'-'
• h Q ~ . WF U W 5 " INV. IN 1112.30 1;. c~(
N p INV. OUT 1112.2 N N
2 ~ ~ v • ~ S ~ 4 / UNE E ~ LAWN WM L.24
~ V o ~ ~ ~ 0 ~9 CHERRY F ' C x T T
Q~ J ~ ~ ~ ~y ~ ~ ~ TEL PED ~ v
~ ~ / ~ Q Q ' ~ ~ TEL ~ w NPED \ s / /
• ~ r^ V ~ ~ vl F~ ~ ~ PED o ~ ~ p ~ i ~
4 0 ~ ~ Q J ~ ~ ~ ~ ~ ° wN ~
~ ~ ~ ~ ~ ,~o ~ ~ • ~ a ~ ~ W ° a ~ a a
w ~ ~ ~ n. ~ a
Q ~ ~ ' / J ~ ~ ~ ~ ~ MH-21 W a
• ~ STA 10+79.14 = 0+0
NAIL IN 16" POPIAR ~ N ~ ELEV. 1051.73 ' ~ ~ 9 RiM 1102.75 a
o' 0 1 INV. IN 1094.10 >>o5s • INV. IN 1094.10
1~ tNV. OUT 1094.00 ~
~ 1 1114.5
OREN D. HUFFMAN JOHN . ORICK do
's• . & DOROTHY L. HUFFMAN -KENNETH ERIC KIRBY E RONALD E, BOLICK DEED BOOK 905-1205 JANICE H, ORICK DEED BOOK 934-630 r~; TAX MAP 87-76-07-095.00 DEED BOOK 903-2037 W & JUDY L. BOLICK
EXIST. MH O TAX MAP 87-76-07-105.00 TAX MAP 87-76-07-097.00 U DEED BOOK 868-146
RIM 1054.62 INV. 1047.42 / z TAX MAP 87-76-07-02
~ ~ ~ 1 = J
• / ~ a`4
.1112.3 LawN w
_ _ ~o
_ r. _ U
'1 N M
LINE D L21 S ~ N N
EXIST. MH ~ . S INE D 2
50' 25' 0 50' 100'
1 "=50' LI LI' LARRY E. HUFFMAN, JR. dt _ - --{-Z- LISA E. HUFFMAN STA 12+79.33 - - _ ~ MH-23
HORIZONTAL D~ DEED BOOK 728-498 ~ _ - TAX MAP 87-7s-o7-o62.oD RIM 1119.91 ~ A `t5~75'-----
~ ~ ~ T~ 10 5 0 10 20 INV. IN 1111.25 ~ RIM 1118.60
1 "=10' INV, OUT 1111.15 ~ INV. IN 1112,54
VERTICAL INV. OUT 1112.44 woaDs
112a
1116 n +
1112' r
r- i
18 10 il~
1104
r
1100'
A
1096 M ~
1092 a
1088
1084, as
rZ
~ / 1080
1076

1072 ~ ~ /
~
1068 •Fo
106 ti0.
_
1060 o ~ ~ ~
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1056 = o
r. o >
1052 ~
' U \
104 ~
+ +
1044
C ON
1040
DATUM E~!>~
1035.00 N'
N ~ 00 rn QO cD ~ I~ ~ ~ f~ c0 r~ O N 01 ~ I") ~ ~h M d' ~ I~ M O N ~ N ~ ~ rn O OC o w r oD o0 o rn ~ ~ In ~t ~ N ~o rn In ~ co ~ ~ o ~ co N rn N ~ ~
O (0 O N ~ I~ ~ ~ u0 00 m O r t7 U? (p 00 O ~ t7 ~ '~t ~ (0 00 O N In 00 N N N M, ~ ~ u~ ~ ~ ~ co m o o c~ m ~ r r ~ ~ n r r ao 00 00 o rn rn rn rn I N N? d' In (0 OD 00 4l O N N N d ~ O ~ r ~ O r N N r O 00 fl0 r ~ 00 ~ Qt O Ol 0) ~ 01 O1 01 O O O O O O O r r N N N N N N N r
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o c ~ O O O O O O O O r r r r r r ~ r r r r r r r r r r r r ~ ~ r r r r r r r r r r r r r r r r r r r r r r r r r r r
0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50 8+50 9+00 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00
SEALS CONSULTANT REV DATE DESCRIPTION APP COMM N0: 60768 CIVIL
ISSUE DATE:
DESIGNED BY: PSB
PROGRESS DRA19I1~TGS _ DRAWN BY: I~
rucr~rrn av. Qee n n r~ ~ ?rn i ~ e i r /1
0 JGVVLM UIVt
FOR REVIEW PURPOSES ONLY SUBMITTED BY: PSB
0o NOT USE RIDGE ROAD AREAS ARCHITECTS ENGINEERS KANNI PLAN & PROFILE. PLANNERS
FOR CONSTRUCTION TOWN OF HILDEBRAN HAVES, SEAY, MATTERN & MATTERN, INC NATTERN, INC. STA + 15+75
STREET
NORTH CAROLINA 1305 NORTH CENTER STREET HICKORY, NC 28601 16 ® HAYES, SEAY, MATTERN do MATTERN,
BURKE COUNTY [phone] WWW.HSMM.C www.HSMM.coM INC., 2005. ALL RIGHTS RESERVED.
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4
UN KtCUHU IN IHt f3U Kt CUUNIY Kt6151tH OF DEEDS OFFlCE SHO A 20 UTULITY ~ R1 N
THOMAS A CHURCH do EASEMENT OUTSIDE OF E ROAD R/W.
FRANCES W. CHURCH I
i DEED BOOK 936-1852 TAX MAP 87 76-07-104.00
O ~ Q ~ ~ 4 a I b ° ~ a
o ~ ~ z ~i o pp
~~v pqy fp a E ~ ~ pR ~ ~ TRNSF ~ TEL ,P OAK ~ TRNSFMR p. R~~
~ ~ MH- 5 ryF 1 W ~ STA 2+15 43 ~ c P TEL GE ~ RO wM wM A~ TEL PED u o ~
' wh C1 RIM 1118.12 _ GE I I ~t I FH _ T UGE WM x
b INV. IN 1112.30 C5 C6 ~ W ---T U ~ Ix
N p~ INV. OUT 1112.20 W NPE GE Z
LIN " u LAWN E E ~ ,~CfE~RdG WM LINE "E" W l24 W ~ ~
• ~ ` ~ CHERRY / F • 0 sH~pg-'- T - i~II~'- T ~ ~
~ 2 ~ E -.fl v, ~ ~ SH U8 WM T L25 v ~ - TEL PED
JOHN E. ORK:K do WM JANICE H. ORICK RONALD E, BOLICK ~ TEL ~ ~ WM - T ~ NPED _ - T m 1142.2
DEED BOOK 9O -2037 ; W d< JUDY L. BOUCK ~ ~ PFO o 5 ~ MH-26 - _ -
TAX MAP 87-7 -07-097.00 ~ DEED BOOK 868-146 Z TAX MAP 87-76-07-029.00 ~ ~ o ~ ~ STA 5+ 0 ° RIM 1142.1 'f - ° MH 27
~ .tt W N ~ . ~ ~ , o: 2 ~ RONALD ~ 1136.5 ~ ~ ° a ~ INV. IN 1134.32 LARGE EVERGREEN HEDGE RAIL FENC ` STA 8?25
N 8t JUDY , ~ o a INV. OUT 1134.22 RONALD E. BouCK do ' r RIM 1144.31
i ~ ~ ~ W Law 'N W D® I w , T.11.97-+ -063`00 W Q JUDY L BoucK Z ~ INV. IN 1136.07 DEED BOOK 880-891 C1 t` m IN
~ PROPDSED 12.5 a.14 = 0+0 ~ a TAx MAP 87_7 - _ V. OUT 1135.97 6 07 096,00 C5 C6~ _
TEMP C ]5 a~ QNSTRUCTIDN EAS MENT 94.10 1to5.s • m a
~p ~ 94.10 I
- _ ~ _ aONALD E. Boy 1094.00 1 I a , - . JUDY L. 8000E 1 I I
D® BOOK 42~ ~ • 1114.5
~ TAX MAP 87-7E OREN D. HUFFMAN UNE 2 ~ ~ pORp~{ KENNETH ERIC KIRBY JOHN E. ORN PP(q SHRUB Qj 01
Y L. HUFFMAN DEED BOOK 05- JANICE W. OI _ DEEO BOOK 934-630 9 _1205 DEED BOOK JOHN E. ORICK & JANICE W. ORICK RONALD E, BOUCK
_ 24 O TAX MAP 87-76-07-105.00 T~ 87-76 07-095.00 DEED BOOK 903-2037 w do JUDY L B~JCK TAX MAP 87 76-07-097.00 ~ DEED BOOK 866-146 SHRUB x
5fA 17+85.31D \ Tax MAP e7• - ! ~ MH-23 + _ _ RM~I 1128.47 z rAX MAP el-is-o1-029.00
~ A~T5~'18--~- _ _ I ~ RIM 1118.60 NrV. OlR 1122.31 • • 1143.2
I ~ INV. IN 1112.54 ~ MH-28
v a o o s INV. OUT 1112.44 LaNDSCAPING ~ STA 10+30
RIM 1144.27
PROPOSED 25' INV. IN 1137.40 wM INV. OUT 1137.30
UTILITY EASEMENT 1138.9
RONALD E. BOLICK dt 1 t a5.1
RONALD E. BOUCK do JUDY L. BOUCK JUDY L BOLICK DEED BOOK 424-339
DEED BOOK 424-339 TAX MAP 87-76-07-028.OpSHR PHILO R. & ILA MAE SAIN
TAX MAP 87-76-07-026.00 50 25' 0 50' 100' I
1 "=50' GRAVEL DRIVE ' ~ ~
HORIZONTAL
10' S' ' 0 10 20 SHR UB ~
1 "-10' SHRU MH-29
VERTICAL STA 11+30
RlM 1145.33
e• cEOAR INV. OUT 1138.00
PP
A S ~y ~ ~j N N . ~ ~1~
N~~ ^M MM~r-
~ ~ P7r ~~ir- N17'
N. ~ i ~ ~ 5
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114$ ~I
• 1144 _ ono
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~ 1140 Q n N Q N
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•
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. • N
M 1128 K1 r
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4• 1124 ~ 8• a
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a~
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~ ILI
' 1108 ~ z
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s
1100 xN sF A
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a. ~ 1096 Q
NN DATUM E M
~ ~ o ~ o 0 o N o0 1090.00 •
~ ~ ~ ~ cv ri co r r rn o N u~ r1 co ~ ao ~ ~ co rn ~ ao rn ~
~ N N N N N N N ~ N d' ~ of O N r~ ~ cD o~ O N et c0 ~ O O O O ~ c0 O r~ ~ cp ~ 00 r N I~ N m N ~ N d~ ~ ~ ~ .
r r r r ~ M _ _ ~ N N N N N M M ~ T r r r r ~ _ _ ~ ~ ~ Oi r N N M M ~ d' ~t MI d' ~ ' r to O r O ?'T M ~ ~ N t7 ~ ~ d' t} ? ~ ~ ~ ~ ~ ~ d ~ d' tt d' ~
r 1" ~ r ~ r r r ~ r r r r r o- r r r r r r r r r r r r r v- r r
15+50 16+00 16+50 17+00 17+50 r r r r r r r
0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+5 0 4+00 4+5( 4~ 4+50 5+00 5+50
6+00 6+50 7+00 7+50 8+00 8+50 9 +00 9+50 10+00 10+50 11+00
SEALS CONSULTANT
REV DATE DE~RIPTION APP COMM N0:
6078
CML ISSUE DATE:
DESIGNED BY; P SB
PROGRESS DRAl1INGS DRAWN 9Y: PSB 0 FI LE
t
. w vow vri M is ..w w MEOW, i i` v i FOR REVIEW PURPOSES ONLY am& • a CHECKED BY: RAA LINE STA +
DO NOT USE RIDGE ROAD AREAS
FOR CONSTRUCTION SUBMITTED BY: PSB C5
TOWN OF HILDEBIRAN ARCHITECTS ENGINEERS PLANNER: MAWERS LINE
HAYES, SEAY, MATTERN do MATTERN. INC. TTERN INC.
NORTH CAROLINA 1305 NORTH CENTER STREET HICKORY, NC 28601 FRE ET 11
BURKE COUNTY (829) 327_2971 W WW.HSNM.COh © HAYES, S'EAY, MATTERN MATT ERN, NW.HSMM.COM INC., 2005. ALL RIGHTS RESERVED.
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11/16"
ROAD INSTALLATION 5 8" / „ 2" I-1 OR I-2 5/8 SAW CUT EXST PAVEMENT EDGES
CI MH FRAME AND FIN GRADE COVER (SEE DETAIL 1" 8-3 4" JUST BEFORE REPLACING ASPHALT
2 PICK i - 0 1-1 4" _ ~ / 1-1 4" „ 0 0 0 0 / o 36 MIN. CROSSING
HOLES 5/$" 1/4 1/4" UNDER ROADWAYS, _ ~ '
- 10 FROM TRAVEL SURFACE -
1 7 8" GRADE RINGS / 12" = 12" ASPHALT BASE COURSE TO TOP OF PIPE OR ° TYPE HB, TO THE ° ° ° ° ° ~ ° °
OR BRICK AS RE D ~ ~ Q ENCASEMENT OR ° ° ° ° ° IGINAL SUBGRADE OR ° ° ° ° ° ° °
~ 12" A MINIMUM OF 6" OF HB - -
WHICHEVER IS GREATER. _
t~ ECCENTRIC CONE 1 " 12 - _ 1/2 P
5 " SEE SP S /8 2 0 ( ECS) 1 _ BACK FILL TO BE PLACED MIX ASP A 10 COMPACTED „ H LT - IN 6 LOOSE LAYERS FREE CRUSHER RUN
' SIDED 12" FROM ROCKS AND 12" STABILIZED W 5%
~ JOINT SEE SPECS ( ) 1 /2" RIBS t / MECHANICAL TAMPED , , PORTLAND CEMENT
1/2 PIPE BEFORE NEXT LAYER - - S
- - SELECTED BACK FILL
= 1/4" - TAMPED IN 6" LAYERS Y ~k:
m
V F PIPE
NOTES THIS • DETAIL.
23 5 8" / " 1. THE BACK FILL AROUND AND UNDER PIPES OR OTHER
= 3/8 INSTA UTILITY LLATIONS ON ALL OPEN-CUT SECTIONS ACROSS OR
NO SCALE _ PARALLEL TO HIGHWAYS WITHIN CONSTRUCTION LIMITS SH
M BE MAD ~ SAW CUT E OF APPROVED MATERIAL FREE FROM ROCKS IN 6
3 1 4" LOOSE LAYS ~ EXIST. CONC. " RS, OR OTHER APPROVED METHODS, AND SHALL BE 6 MIN.
/ • 1/2 COMPACTED TO AT LEAST 95% OF STAND ARD DENSITY AS DETERMINED BY AASHTO METHOD T-99. WHEN COMPACTING fN LAYERS ' ~ '
8 1 2" RIBS 8" MANHOLE ~ " / / - MUST B ,EACH LAYER ~ ~ CONCRETE : ~ ' EXIST. CONC. DRIVE E THOROUGHLY TAMPED BY A MECHANICAL TAMP BEFORE ~ ~ ~ a:'
STEPS _ ~ EXISTING 4 0 MIN. IS PLACED. A PN NEXT LAYER - ISTING EUMATIC TAMP, A GASOLINE RAM TYPE TAMP, OR A - _
DQAIL THIS 4'-0" ID PAVEMENT Sit SHOULDER VIBRATING TAMP WILL BE REQUIRED TO MEET THE SPECIFIC = PRE MOLD
A MECHA ATIONS OF ED EXP. LAICAL TAMP. 1 " JT. MAT'L 2 i2
3/4" 23 5/8" 3/4" ~ MONOLITHIC BASE o o ~ / r 2. WHERE IT IS NECESSARY TO OPEN-CUT ACROSS ROADS
u = ~ \ / 0TH WITH SURFACES ~ ER THAN CONCRETE, THE PAVEMENT REPAIR
5 8 PIPE ~ \ „ ~ ~ ~ ~ ~ SHALL BE AS DIRECTED ~ ~ BY THE DEPARTMENT WIT " s'" H NO LESS THAN A MINIMUM OF 2 OF SURFACE ~ - SELECTED BACK FILL
1 COMPACTED ~ ~ , / COURSE AND ASPHALT BASE COURSE P - " TY E HB, TO THE ORIGINAL S
BACK Fl ` OR A MINIMUM OF UBGRADE _ TAMPED IN 6 LAYERS 6 OF HB, WHK2iEVER IS GREATER, - SURFACE AND OR ~E REI'LACEMEM' - / BASE SHALL EXTEND A MINIMUM OF 1 ON
7 1/4" w ~ \ EACH SIDE OF THE
a 1 ~ PIPE UN ~ PIPE UNE EXCAVATED OPENING. THE THICKNESS OF THE REPLACEM ENT MATERIAL SHALL BE SUFFICIENT TO PROVIDE A BASE AND SURFACE OF E UIV
" „ ~ ~ \ / TO Q ALENT STRENGTH PIPE ~ T'HE UNDISTURBED BASE AND SURFACE. ALL. REPLACED S
1/~ 22 3/4 ~ M SHALL M URFACING EET THE SPECIFlCATIONS OF THE DEPARTMENT BOTH AS
33' \ . i. i. / MATERIAL TO ~ ~ AND PERFORMANCE OF WORK.
•
1, lOP OF MANHOLE FRAIL E AND COVER TO BE FLUSH WITH R
FMIISHED GRADE IN PASTUR ' ES AND HIGHWAY RIGHTS-OF-WAY. j NEENAH R-1642 1. ALL PAVEM ENT SHALL BE REPAIRED WITHIN THE
MANHOLE FRAME, SOLID UD Z ~ INVERT S Ct SAME WEEK IT tS CUT. NO SGIIE
WILL 8E FlLLETED TO PREVENT SOLIDS DEPOSITION 1. EDGE OF SEWER LINE TRENCH SHALL BE NO CL( OR EQUAL PpQ IS EST THE ABUSED. EDGE OF EXISTING PAVEMENT THAN THE DEPT L BE NO CLOSER TO Ct To C5 C8
T ~ OF THE TRENCH. ~N THE DEPTH
1. MANH LE FRAM ,COVER AND RING5 TO BE LOAD
BEARING IN HIGHWAY RIGHTS-OF-WAY. '
i
NO SCALE N 0 SCALE 2. MACH ED BEARING SURFACES BETWEEN COVER do FRAME.
• ~
NO SCALE fi' ~'r
• ~~r,
STANDARD MA NHOLES
SCHED LE OF GOVERNING DIMENS " 1. MANHOLE BASE SFULL a ~ BE MANUFACTURED _ w
IONS SUCH THAT THERE IS a A SMOOTH TRANSmON ~
ANGLE P?~E sltE : 2` X 3/16' CAIN STRAP PIPE OD DIAMETER MANHOLE "R "X" " t FROM INVERT IN TO INVERT;~a OUT. ~ ~ a
• " ; w 1/2 X 6" GALV ANCFIOR + 1-1/2 APPROX 2~ M o
S ! TO 15 0' TO 90' 4'-0" 2'-0" 0" TS-1 REpb EACH SnE " 6 6' , "
1 TO 30" 0' TO 90' 5'-0" 2'-0" 6"
3 TO 42" ' 0' TO 60' 6'-0" 3'-0" 9" NO SCALE
2 LAYERS
_ DIP FELT 3 TO 42" 60' TO 90' 6' 0" 3'-0" " ~ 1 2 - - / ~ - 3/4 GROUT - / / r~\ / ~
OR LARG D' TO 45 7'-0" 4'-0" 6" ~ iii
- 1 1 1 M t 1 11 t ..n OR LARG 45 TO 90' 8 - ~ i¢I~ ar
• f .~..1 12 / r.
12 , a SEWER LINE . n
• NOTE. ~ " \ ` „ , G
W 0 r. ~ . ~ - ~ 4- 8 DIP. z UT All PIPE FLUSH WITH INSIDE WALL ; Q #4 VERT - ~ OF MAN ~ a..~ • / „ . ¢ ~ 8 DIP. STANDARD
HOLE. FORM INVERT UNIFORM N AN ' I D SMOOTH. CUT OFF TOP HALF OF ' n MANHOLE
-PIPE AT WALL • a~ • : ' _ •
~3 TIES ®12` s " , ~ ~ ` CREEK - / _
CHANNEL - - - - ~ ~ .
:a~ ~ '
12" ~ , , - lT CONC ENCASEMENT '
° i 1 8" ~ . ~ . • DIP. ~ 2000 PSI MIN & o
FLANGED/REED JOINT . ~ . DIP. 6 h11P1 COVER
- DawEls 0 M FLANGED P ~ ~ Z /LAIN END AROIgrD PIPE &
z 6 VARIES 6 ~ o F~TER •
MAIN L--- _ 2-~4 CONCRETE PIER ~ . ~ o ~ o
SEWER = w ESTRAINED JOINT ~ ~ SEE DETAIL THIS SH ~ .
i x ~ 1 PERS TO ~ " BE PLACED UNDER EACH DIP. & SHALL C _ LEAR PIPE BELL BY 1 0 (TYP) '4S SID ~ . ~ iv MANHOLE (TYPICAL} ~ ,
~ o Z) IMr SOIL BEARING 3 KIPS SQ FT INVERT I s
/ NOTE: DROP SIZE SAME ~ . , • o
3) EXCAVATION FOR ALL PIERS S PIPE CROSSING UTIU HALL BE TO FIRM UNDLSTURBED SOIL OR ROCK. ~ AS I ~SSING UTIUZ " SEWER UNE • ' ~ ~ . ES 19 3 LENGTHS OF FLANGE-PLAIN END MID FLANGE-BELL s
° NO LESS TWW 4' UNLESS ENGINEER IS CONSULTED. (FASTITE, MJ OR OTHI OVER 12" IN DIAMETE OR OTHER PUSH-ON RESTRAINED PpE. MJ PIPE IS NOT V - ~ ~ ~ ~ - ( A NLABLE
\ MINIMUM THICKNE ~ SSE; IN DIAMETER.) SINCE PIPE CROSSI t1~lUZES FLANGED 9pr Bprp - ; . e • : v v. ~ : v v • : v ¢ v o = - PIPE JOINTS, - °~.a•• ~ o'°•.a•• ~ o'°~.v~• ~ ~.~.?'~~.a~~ P'°~.a.. ~ ' THICKNESSES SHOWN IN AWWA C115 ARE REQUIRED. I - -
-II =
. I-I I I~ II-III-
>b a
NO SCALE UNDISTURBED SOIL (TYP)
NO SCALE
NOS NO SCI NO SCALE
SEALS j CONSULTANT
REV DATE DESCRIPTION APP COMM N0: 607x8
CIVI ISSUE DATE: ~

oESir,NFn av c~a
PROML-3- SHEPHERD COURT AND OAK
FOR REVIEW FUiOS =S NLY 0 JLVJL JLVIL RAWN BY: PSB STANDARD DETAILS C6
DO NOT USE 1vt tD HECKED BY: RAA
FORCONSTRUCTION RIDGE ROAD AREAS UBMITTED BY: P S13 KMNERS
TOWN OF HILDEBRAN ARCHITECTS ENGINEERS PAWNER ?TTERN, INC.
NORTH CAROLINA HAYES, SEAY, MATTERN & MATTERN. INC. 1305 NORTH CENTER STREET TREET
BURKE HICKORY, NC 28601 COUNTY 828 327-2971 ~>I ~HAY ES, SEAY, MATTERN do MATiERN~
WINW.HSMM.C01 MIW.HSMM.COM C.. 2005. ALL RIGHTS RESERVED.
MFILES\60000SERIES\60768\CADD\DWG\FP5CO6.DWG C60726 02/14/2006 17:56:33 SBE
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- d,;
1'-6" MIN
'1 SEEDBED PREPARATION {SP)
A - SEEDING METHODS SM { )
9` MIN SP-1 FILL SLOPES 3:1 OR STEEPER TO BE SEEDED WITH A HYDRA
(PERMANENT SEEDINGS ,GRASS LI ULIC SEEDER SM-1 FILL SLOPES STEEP NED CHANNELS, ER THAN 3;1 (PERMANENT SEEDINGS
-I ~ 1-I 11=1 I I-~11'-= I-I 1I- 1 USE HYD ) LEAVE THE LAST 4-6 INCHES OF FILL LOOSE AND UNCOM RAULIC SEEDING EQUIPMENT TO APPLY SEED AND PACTED, ALLOWING APPLY 40001b/acre GROUND A RI FERTILIZER. ROCKS, ROOTS, LARGE CLODS AND OTHER DEBRIS TO REMAIN ON THE G CULTURAL LIMESTONE AND 10001b acre 10-10-1
_ - - - - - - - - - SILT FENCE SLOPE. AFTER AUG 15, USE UNSCARFIED SE / 0 FERTILIZER. 2) ROUGHEN SLOPE FACES BY MAKING GROOVES 2-3 INCH FOR NEA ED FOR SERICEA LESPEDE7A.
= I III-III-'~III-III- - - - - - - - - ~ I I III- - - _ _ - _ - I I-III-III-III-.I 1I- _ _I ES DEEP, PERPEN- TER APPERANCES, OMIT SERICEA AND SUBSTITUTE 401b acr DICULAR TO THE SLOPE. OR 151b/acre BERMUDA G / e BAHIAGRASS
I_--- II , ~ -III- _ - - - r, RASS (USE UNHULLED BERMUDA IN THE FALL. 3) SPREAD LIME EVENLY OVER SLOPES AT RATES RECOMMEND ) ED BY SEEDING METHODS (SM-1).
- - _~II _I III_ - FlLTER FABRIC - - - - -
I I~ I ~ 6' MIN ~l4IE ~ Flow SP-2 FILL SLOPES 3:1 SM-2 GENTLE TO FLAT SLOPES OR TEMP OR STEEPER (TEMPORARY SEEDINGS) ORARY SEEDINGS 1) LEAVE A LOOSE, UNCOMPACTED SURFAC 1) BROADCAST SEED AT THE RECOMMENDED RATE W
E. REMOVE LARGE CLODS, ROCKS, AND SPREADER, OR CULTiPACKER S ITH A CYCLONE SEEDER, DROP DEBRIS WHICH MIGHT HOLD NETTING ABOVE THE SURFACE. EEDER.
1) DO NOT gVSTALL IN LNE - - - - - - _ 2 RAKE SEED INTO THE SOIL AND LIGHTLY PACK TO ESTABLIS 2) SPREAD UME AND FERTILIZER EVENLY AT RATES H
A STREAM. DRAINAGE AREA LIMITED TO 2 ACRES. CULVERT OR RECOMMENDED BY BEDDING METHODS (SM-3) 3 APPLY 40001b/acre GROUND AGRICULTURA GOOD CONTACT. 3) INCORPORATE AMENDMENTS BY ROUGHENING OR GROOVIN l LIMESTONE AND 1000 Ib acre 1 - - GSOIL SURFACE ON THE FERTILIZER. / 0 10 10
Sf0Ti1 DRAIN CONTOUR. 4 BETW
.L11. YY.1o6.t~i]~J~ S SP-3 GE ) EEN MAR 31-AUG 20, APPLY 501b acre KOBE L NTLE AND FLAT SLOPES SEED PERMAN / ESPEDEZA, KEEP MOWED; ENT MIXTURE IN EARLY FALL. 1) REMOVE ROCKS, AND DEBRIS.
NOTE: SILT FENCE SHALL MEET THE 2) APPLY LIME AND FERTI UZER AT RATES RECOMMENDED BY SEEDING METHODS SM-2• SPR SM-3 TEMPORARY SEDD
REQUIREMENTS OF 3/C7 EXCEPT THE EVENLY AND INCORPORATE lNTO THE 70P 6 { ~ ING
STAKE SPACING SHALL BE 3 FEET. ROTARY TIIJ.ER. WITH A DISK, CHISEL PLOW, OR 1) APPLY 20001b/acre GROUND AGRICU 10-10-10 FERTILI LTURAL LIMESTONE AND 7501b/acre ZER.
CULVERT INLET P 3) BREAK UP LARGE CLODS AND RAKE INTO LOOSE UNIFO M
ROTECTION I 2 2 NO SCAIE 4 RAKE TO ~ R SEEDBED. SM-4 GRASS LINED CHANNELS• } LOOSEN SURFACE JUST PRK)R TO APPLYING SEED. APPLY 40001b/acre GROUND AGRICULTURE 10001b/acre 10-10-10 FERTILIZER. PLACE LIMESTONE AND
CLASS A R B EROSION LININGS AS NOTED ON PLANS.
CONTROL ONE
1 ~ MULCH {MU , N.ANf`F SrHED u F
ALL SEDIMENT AND EROSION CONT
0 AT ROLS ARE TO 8E INSPECTED MU-1 STEEPS P LEAST ONCE EVERY SEVEN (7) CALENDAR DAYS AND AFTER L0. ES (3:1 OR GREATER}
I N ANY STORM EVENT OF 0.5 INCHES OR GREATER OF PRECIPITATION APPLE 1001b/1,000 sq, ft. GRAIN STRAW. COVER WITH NETTING AND STAPLE TO THE SLOPE. DURING AND 24-HOUR PERIOD.
MU-2 GENTLE SLOPES (LESS THAN 3:1)
STABILIZATK)N G ausF APPLY 1001b/1,000 sq. ft. GRAIN ST CONTRACTOR SHALL ESTABLISH GROUNDCOVER ON EXPOSED LOPE.
STAPLE TO THE S RAW. COVER WITH ASPHALT OR WITH NETTING AND SLOPES WITHIN FIFTEEN (15) WORKING DAYS BUT NO AiORE THAN
THIRTY (30) CALENDAR DAYS, FOU.OWING MU-3 APPLY 1001b/1000 sq, ft. AND ANCHOR STRAW BY
• V PHASE F OOwIPLEiION ~ ~ STAPLING NETTING OVER THE TOP. 0 GRADING; PERMANENT GROUNOCOVER FOR ALL DISTURBED AREAS WfTH~I FlF?EEN (15) WORKNG OR NO MORE
THAN NINETY (90) CALENDAR DAYS FOLLOWNG CDIpLEfIpN OF
CONSTRUCTION OR DEVELOPMENT. MNNTENANCE (MA
FlLTER FABRIC SECTIO,_ H~A
MA-1 REFERTILIZE IN LATE WINTER OR EARLY SPRING TH
0 ~ I iv OTiCH CHECK SPACING DESIRED. RESEED, FERTILIZE E FOLLOWING YEAR. MOW AS ,AND MULCH DAMAGED AREAS IMMEDIATELY, r
qiP Q
Q ~ ~''I
5' MIN. HEIGHT I :k~i
4'X4' FDICE FbST
(B) PosTs (A)
SIETl 1. DETERMINE AND MARK LIMITS OF DISTURBANCE.
Q 2. CONSTRUCT STABILIZED CONSTRUCTION ENTRANCE AND TEMPO
? 1 FABRIC 3' WIDE AND TEMPORARY C RARY ACCESS ROAD
(MIRAFl REEK CROSSING. OR EQUAL 3. HARVEST TIMBER. BEGIN AT ST
ELEVATION OF TOE OF DITCH CHECK (A) I IS EQUAI. TO THE ELEVATION OF THE ABILIZED CONSTRUCTION ENTRANCE. DEBRIS FROM NG IS TO BE HAULED TO AN APPROVED LANDFILL SITE. NO
TOP OF THE NEXT DITCH CHECK (B). ALLOWED ON THE PROJECT SITE, BURNING IS SILT o
1 Z iv ~ 4• PLACE PERIMETER SEDIMENT FENCE AND OR D
NOTE: GRADE / VERSION BERMS WITH PROGRESSION Of' LINE WORK.
~ YX4' HORIZONTAL SLATS . 5. CONSTRUCT TEMPORARY SEDIMENT TRAPS AND SEDIM IMMEDATELY ENT/RETENTION PONDS. PLACE
WNL ~ PLACED A MIt~MUM NO SCALE DISTANCE f,1F 2' FROM TREE. . AFTER CONSTRUCTING THESE STRUCTURES. THESE STRUCTURES SHAI.L•,8E aDNSTRUCTEp PRK)R TO THE DISTURBANC
LENGTH ~ S1A15 WILL E OF EACH CONTRIBUTING AREA,
DEPEND UPON TRUNK PIASIIC FENCE OR - ' DIAMETER. SNOW FENCE 40' HIGH ~ 8. CONSTRUCT SWALES. ~ENCE OR b
TR PROTE . CTI N rCE 40 HIGH ~ ~ 7. PLACE, SEDIMENT TRAPS IN CHANN ~ ~ ELS.
NO SCALE ~ a » ° 8. REMO~!E TOPSOIL AND STOCKPILE FOR USE ON SLOP
' DIG 6 WIDE & DEEP ON PLANS. ES. STOCKPILE AREA IS DESIGNATED
TREN 6» iv CH, BURY BOTTOM
1'-0» OF FABRIC„ TAMP ~ 9. PLACE; REMAINING SEDIMENT FENCES ROUG H GRADE SITE, CONSTRUCT CHANNEIS, INSTALL IN PLACE CHANKEL LININGS.
10. CONSTRUCT STORM DRAINAGE. EXCAVATED DROP INLET PROTECTION AND OUTLET PROT
TO BE CONSTRUCTED CONCURRENTLY WfTH STORM DRAIN ECTION S.
• 11. PLACE TEMPORARY SEEDING ON ALL DISTURBED AREAS.
2 X 4 WOOD FRAME ~ 12. COMPLETE FINAL GRADING.
DROP INLET WTiH GRATE
13. PLACE~PERMANENT SEEDING AND DO FNAL LANDSCAPING.
.y ° FRAME - FRAME 14• TEMPORARY EROSION CONTROL MEASURES
o o , ~ , AFTER SITE IS STABILIZED. N0 SCALE 15. EST1rI.ATED TIME BEFORE FINAL STABI
LIZATION IS 12 MONTHS.
Z
~V ~ O ~
W a
d - - II
I PIPE OUTLET TO FLAT O GATHER SEEDWO MOTRlFiE . ,t,. 5
AREA WITH iV0 DEFN~ED ~ EXCESS GATHER AREA PEfI1N1ENT EEOBED EXCESS N0. DESCRIPTION SEASON ~ a~ SEEDING
I CHAI~IEL I AT CORNER CLASS A RIPRAP ~ AT CORNERS ~ ~/ac ~N METNO D MULCH NANCE NOTES
1 STEEP AUG ZO - TALL FE9a~ 100 SP-1 SLOPES; LOW OCT 30 gE~ tl~PEDEU ~ ~ SM-1 MU-1 MA-1 BETWEEN MAY 1 -
PERSPECTNE VIEWS srAKE MAINTENANCE ~ 1 _ K0~ Z,q 10 AUG 15, ADD t01b/acre
(GREATER GERMAN MILLET OR
PLAN VIEW THAN 3:1) APR 15 151b acre SU / NDAN
FABRIC GRASS. PRIOR TO MAY 1 OR AFTER
AUG 15 ADD 401b/acre
2 LOW 20 _ ~ RYE GRAIN MAINTENANCE ~
AREAS ~ 25 ~ APPLY 401b acre 0 ~ / F
8'-O' (3.1 SLOPES ~B 1 _ NRROGEN AFTER A
OX OR LESS) ~ 31 Sp_3 - STAND OF GRASS HAS SM-2 MU-2 MA 1 BEEN ESTABLISHED.
• ~ O AVOID APPLYING BIQD ~ TNO ~ NITROGEN DURING THE
~ 18 / 1 l ! I . i I I ~ . SUMMER MONTHS.
9" BLS SEE SM-2 NOTE 4
GEOTEXTILE ~ BEDDING MATERIAL M N ~ DETAIL A VAS { )
KEY W 6 -9 FOR A . ENTIRE PERIMETER NO SCALE ~ 3 TEMPORARY JAN 1 - t.
SEEDING MAY 1 + 120 TREAT TEMPORARY EZA 50
SECTION A-A MAY 1 - DNERSION AS LOW-
ELEVATION OF STAKE AND NOTE: DETAIL APPLIES ALSO AUG 15 GERMAN 40 SP-2 SM-3 MU-1 MA-1 MAINTENANCE, PERMANE 15 - r ~ (AREA 2)
TO PIPE OUTLETS WITH NO FABRIC O p~ 30 RYE GRAN ii 120 INCLUDE TOPSOIL STOCK
END TREATM N RIENTATION E T. PILES HERE 4 f~tASS FEB 1 - TALL FEICUE 200 r
LMiED ~ 15 r, BETWEEN APR 15 -
au CWWNELS AUG 20, PLACE GERMAN AUG 20 - TALL SP-1 g _ _ MILLET AT 40Ib acre.
No scAlE Ft'.~CIlE 200 M 4 MU-3 MA 1 / OCT 30 BETWEEN NOV 1 -
FEB 1, PLACE RYE GRAIN
i201b/acre, & KOBE LESPEDEZA 501b/acre
ke i
SEALS CONSULTANT y1.~ I'. }
REV DATE DESCRIPTION APP ~y NOt B07N I
CML
IS~lE QATE:
OkD 8Y: PSB
PR O~WIAd BY: PSB
OL DFTAII
ORWVIE~~ r.v A CH.CKED W 1 • ray{
• P L:{~ 4s LYL.V Vr~~li & GRASSING SEQUENCE NOTES
DO RIDGE ROAD AREAS L PJO1 USE F ARCHITECTS ENGINEERS PLANNE OR CONSTr~ r RS SUBMITTED 9Y: PSB C7 PLANNERS
UCTI ON TOWN OF HILDEBRAN NORTH CAROLINA HAYES, SEAM MATTERN & MATTERN, INC.
1305 NORTH CENTER STREET 'ERN, INC. IEET
H ORY, NC 28601 O HA SEAM MATTER N N dt IrIATTERN.
BURKE COUNTY 327-29 (828) 1 WWW.HSMhI.COM N.NSMM.COM INM. 2005. ALL RIGHTS RESERVED. `k
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Cramer Rd. Huffman Ave. 2 r ~
1680 ~ fi ti.+ .,.5 ? I ~
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AR~NTECTS BdGINEERS PLANNERS
URST - Ma or
ALBERT L. PARiCH Y F j.
(NOT TO SCALE) 1
FOR REVIi:W PURPOScS GNLY HAYES, SEAY, MATTERN dt MATTERN, INC.
N T E 1305 NORTH CENTER STREET DOOUS HICKORY, NC 28601
FOR CONSTRUCTION
Jennie Cook .
Michael Orders COMMISSION N0. 60768
Wendell Hildebrand
Shannon Livert 0 itoyds, Seoy. Yatbm ~ I~attem, Inc., 2005. All rights reserved. This notice
shah apply to tIM design drawings, specifications, and other documents, as well of to any facgily corntructed therefrom. Reproduction of drawings, specifications, 0
Emil Williamson Y and otlia~ doaunenta, including those in electronic formot, prepared by HSMM
G1 COVER SHEET & INDEX and its consultors (coAectively referred to hereafter as `Documents" in any farts for any purpose other than in connection with the construction of the
G2 ABBREVIATIONS AND LEGEND G3 KEY MAP subjsd Project is prohibited without the expross written consent of HSMM. F~~
udle -Town Clerk C1 PLAN & PROFILE LINE "A" STA 0+00 TO 14+55 Ella Ca Such ibcum~b pro Instruments of Service intended for use solely with respect ~ ~ ~ . TO 14+55 tD the subject Project. Such Documents are not intended or represented to be ~FM ~QQ
- C2 PLAN & PROFILE LINE "A° STA 14+50 TO 28+09 . De u Ta n Clerk " „ 0 TO 28+09 R. w 6 „ „ „ „ su~obM for reap on extensions of the Project or on ony other project. Any QSgNO grFR
Frederick Rankine Jr. w ~ p E LINE A STA 28+09 TO 30+78 C3 PLAN & PROFIL 9 TO 30+78, LINE B , LINE C such ruse or modification without written verification or adaptation by HSMM and st Q wil h ~NlyfUq(~n,
C4 PLAN & PROFILE LINE "D" STA 0+00 TO 15+75 I TO 15+75 ~ canultanta, a appropnote for the apec~fic purpose intended, I be at t e t~ " " uses sole risk and without liability or legal exposure to HSMM or its ~Cy 5 TO 17+85, LINE E
C5 PLAN & PROFILE LINE "D" STA 15+75 TO 17+85 ' C6 STANDARD DETAILS oamuitonts. Submhsion or distribution of such Documents pursuont to regulatory
C7 EROSION CONTROL DETAILS & GRASSING SEQUENC I UENCE roquinments or far similar purposes is not to be construed as publication in NG SEQ darogolion of reserved rights.
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47

MPRESSED AIR C.O.G. Cl~ANGE OF GRADE FLG FLANGE LLH LONG LEG HORIZONTAL A AMPERE, AIR CO PSIG POUNDS PER SQUARE INCH GAGE TSD TEMPORARY SLOPE DRAIN' PT POINT OF TANGENT, POTENTIAL TRANSFORMER TSP TWISTED SHIELDED PAIR
AASHTO AMERICIW ASSOCIATION OF STATE HIGHWAY COL MN FLSH FLASHING LLV LONG LEG- VERTICAL AND TRANSPORTATION OFFICIALS COMB. TION FLUOR FLUORESCENT LOC LOCATE PTN PARTmON TST TWISTED SHIELDED TRIPLE
AB ANCHOR BOLT COMP QbMPRESSION, COMPRESSED FOB FACE OF BRICK, FRONT OF BUILDING LONG. LONGITUDINAL PVC POINT OF VERTICAL CURVE, POLYVINYL T'STAT THERMOSTAT
ABT ABOUT CONC E FPM FEET PER MINUTE LPS LOW PRESSURE SODIUM CHLORIDE TU TERMINAL UNIT PVI POINT OF VERTICAL INTERSECTION N TELEVISION, TELEVISION OUTLET / / /
ABUT, ABUTMENT COND OR, CONDUCTIVE, CONDENSER FR FRAME, FROM LPT LOW POINT ABV ABOVE CONN CT, CONNECTION FRICT FRICTION LR LONG RADIUS, LINEAR REGISTER 'I PAVEMENT / / / .G STER PVMT TYP TYPICAL EARTH
AC ALTERNATING CURRENT, AIR CONDITIONING CONST UCTION FRT FIRE RETARDANT TREATED LS LUMP SUM, UMIT SWITCH ~ PVT POINT OF VERTICAL TANGENT, PRIVATE UC UNDERCUT PWR POWER OF UNDERFLOOR o 0
UNJT, ACRE CONT UOUS, CONTINUATION FRZR FREEZER LT LIGHT ACI AMERICAN CONCRETE INSTITUTE CONTR ,CONTRACTOR FS FAR SIDE, FULL SIZE, FLOW SWITCH LTG LIGHTING QT QUARRY TILE UFD UNDER FLOOR DUCT CRUSHED S70NE
ACM ASBESTOS CONTAINING MATERIAL COORD TE FT FOOT LV LOW VOLTAGE ~ ROUND (DIAMETER , PHASE UG UNDERGROUND
ACMU ACOUSTICAL CONCRETE MASONRY UNITS COP FTG FOOTING LVR LOUVER R RISER, RIGHT, RA IUS UH UNIT HEATER ~ , 2K R/W RIGHT OF WAY UHF ULTRAHIGH FREQUENCY , ,
ACS ACCESS COR FUR FURRED, FURRING LW LONG WAY, LIMIT OF WORK ACST ACOUSTIC, ACOUSTICAL CORR ,CORRUGATED FURN FURNISH LWC LIGHTWEIGHT CONCRETE RA RETURN AIR UL UNDERWRITERS LABORATORY CONCRETE
A.C.T COUSTIC CEILING TILE COV FUT FUTURE LWL LOW-WATER LINE RAD RADIUS LILT ULTIMATE PURE RAF RAISED ACCESS FLOOR UNIF UNIFORM
ACV LARM CHECK VALVE CP PLASTER, COI~ISATE PUMP FWC FABRIC WALL COVERING L.W.T. LEAVING WATER TEMPERATURE ADD. ADDITIONAL GE FXTR FIXTURE M MICROPHONE, MANUAL RAS RETURN ACTIVATED SLUDGE LINO UNLESS NOTED OTHERWISE STEEL
ADW ADHESNE CPT G GAS MAIN OR SERVICE UNE m METER RBR RUBBER UPS UNINTERRUPTIBLE POWER SUPPLY
ADJ ADJACENT CR REGISTER, HOT CONDENSER WATER GA GAGE, GAUGE MACH MACHINE RCP REINFORCED CONCRETE PIPE UR URINAL RCPT RECEPTACLE U.S. URINAL SCREEN CONCRETE MASONRY UNITS
ADMIN ADMINISTRATNE CSD STEEL DECK GAL GALLON MAG MAGNETIC AFF ABOVE FINISH FLOOR CT TILE, CURRENT TRANSFORMER GALV GALVANIZE, GALVANIZED MATL MATERIAL RCVG RECEIVING UTIL UTILITY
AFFF AQUEOUS FILM FORMING FOAM CTR GC . GROUND COUNTERPOISE MAN MASTER ANTENNA TELEVISION iION RCVR RECEIVER V VOLTAGE, VOLT, VENT, VALVE RO ROOF DRAIN, ROAD VA VOLT-AMPERE
AFMS AIRFLOW MEASURING STATION CTRL GCMU GLAZED CONCRETE MASONRY UNIT MAX MAXIMUM AGGR GGREGATE CTSK NK GDR GUARDRNL MBH 1000 BTU PER HOUR RDCR REDUCER VAC VACUUM VOLTS AC BRICK
AH IR HANDUNG, AIR-HANDUNG UNIT CTWi GHT GEN GENERATOR MBR MEMBER REC RECESS VAR VOLT-AMPERE REACTIVE
AHR ANGHOR CU COPPER GFE GOVERNMENT FURNISHED EQUIPMENT MCB MAIN CIRCUIT BREAKER RECIR RECIRCULATING VAV VARIABLE AIR VOLUME RECT RECTANGLE, RECTANGULAR VB VAPOR BARRIER a, ACOUSTICAL TILE
AIC AMPERE INTERRUPTING CAPACITY CULV Y~RT GFECI GOVERNMENT FURNISHED EQUIPMENT, MCC MOTOR CONTROL CENTER AISC AMERICAN INSTITUTE OF STEEL CONSTRUCTION CV CONVERTER CONTRACTOR INSTALLED MECH MECHANICAL RED. REDUCING VC VERTICAL CURVE
AL ALUMINUM CW D~+IES'TIC COLD WATER GFI GROUND FAULT INTERRUPTER MEMB MEMBRANE REF REFERENCE VCT VINYL COMPOSITION TILE REFL REFLECTED VD VOLUME DAMPER ~ ROUGH WOOD
ALT ALTERNATE CWB WATER BARRIER GFM GOVERNMENT FURNISHED MATERIAL MET. METAL AM. AMMETER D ,DEGREE OF CIXtVE, DIMMER GHZ GIGAHERTZ MFR MANUFACTURER REFR REFRIGERATOR VDC VOLTS OC
AMP AMPERE ! 9MrtTCH, DRAINU MOUNTED IN DUCT GI GALVANIZED IRON M/G MOTOR/GENERATOR REINF REINFORCE, REINFORCEMENT REINFORCED VEL VELOCITY
ANSI AMERICAN NATIONAL STANDARDS INSTITUTE DB OR1f 8UL8, DIRECT DUCT, DEEP GL GLASS MGD MILLION GALLONS PER DAY 4Y REM REMAINDER ~ VENT. VENTILATE GHT, METAL HALIDE REQD REQUIRED VERT VERTICAL FINISH WOOD
AP ACCESS PANEL ~MIK. DECIBELS, DEED BOOK GND GROUND MH MANHOLE, MOUNTING HEIGHT, METAL H APPR APPROVED ` DBL DDLIBLE GOVT GOVERNMENT MHZ MEGAHERTZ. RESIL RESILIENT VEST. VESTIBULE
APPROX APPROXIMATE DC [~ECf CURRENT GPH GALLONS PER HOUR MID MIDDLE REV REVISION VFD VARIABLE FREQUENCY DRNE RF ROOF, RADIO FREQUENCY VHF VERY HIGH FREQUENCY ~ PLYWOOD
APS ALARM PRESSURE SWITCH DEC CIDUOUS GPM GALLONS PER MINUTE MIN MINIMUM ARCH. ARCHITECTURAL DEFL CT, DEFLECTION GR GRADE MISC MISCELLANEOUS RFG ROOFING VIB VIBRATION
. AREMA AMERICAN RAILWAY ENGINEERING AND DEG tiEE GRAD GRADUATED MJ MECHANICAL JOINT RFH ROOF HATCH VIF VERIFY IN FIELD ~ ~ ~
MAINTENANCE-of-WAY ASSOCIATION DEM OUNTABLE GRL GRILLE MK MARK RFI RADIO FREQUENCY INTERFERENCE VIN VINYL COMPOSITION TILE ~~~~:':~~u~~> PLASTER OR GWB RL ROOF LEADER REFRIGERANT LIQUID VLT VAULT
ASB ASBESTOS DEPR RF.SSED GRT GROUT MKBD MARKER 80ARD ASPH ASPHALT DEPT DEPARTMENT GRS GALVANIZED RIGID STEEL MLO MAIN LUGS ONLY RM ROOM ~ VM VOLTMETER
ASSY ASSEMBLY DET NL GSU GLAZED STRUCTURAL UNITS mm MILLIMETER RND ROUND VOL VOLUME RO ROUGH OPENING VR VAPOR RETARDER GATT INSULATION
ASTM AMERK;AN SOCIETY FOR TESTING AND DF KING FOUNTAIN GN GATE VALVE MO MASONRY OPENING MATERI'LS DH HEATER, DOOR HOLDER GVL GRAVEL MON MONUMENT RPM REVOLUTIONS PER MINUTE VS VERTICAL SLOT
ASYM ASYMMETRI AL DI IPILET, DUCTILE IRON GWB GYPSUM WALLBOARD MP MEDIUM PRESSURE RR RIPRAP, RNLROAD Vi VINYL TILE
ATS AUTOMATIC TRANSFER SWITCH DW GYP GYPSUM MPa MEGAPASCAL RTE ROUTE VTR VENT THRU ROOF RIGID INSULATION S SOUTH, SANITARY, SEWER, SPEAKER, VWC VINYL WALL COVERING
AUTO. AUTOMATIC OWG DIACONAL H HIGH MPH MILES PER HOUR AUX AUXTLJARY DIFF HB HOSE 8166 MR MOP RECEPTOR SWITCH, SUPPLY W WEST, WATT, WIDE, WIRE, WATER MAIN OR
AV AIR VENT, AUDIOVISUAL DIM. HBD HARDBOARD MSL MEAN SEA LEVEL SA SUPPLY AIR SERVICE LINE COMPRESSIBLE FILLER
AVG AVE GE DIP. DUCTILE MiOM PIPE HC HANDICAPPED MT MOUNT AWG AME 1CAN WIRE GAUGE DIR DARE OXtECT HD HEAD, HEAT DETECTOR MTD MOUNTED SAN SANITARY W/ WITH SCFM STANDARD CUBIC FEET PER MINUTE W/0 WITHOUT
AWS AMERICAN WELDING SOCIETY DISC. HDPE HIGH DENSITY POLYETHYLENE MTG MOUNTING SCHED SCHEDULIE WA WAINSCOT
AWWA ERK:AN WATER WORKS ASSOCIATION OISCH CFIARGE HDR HlWDRNL MTR MOTOR SD STORM DRAIN, SMOKE DETECTOR WAS WASTE ACTIVATED SLUDGE SEC SECONDARY WB WET BULB, WIND BEAM
B AITERY DISP D~PENSER HDW HARDWARE MTZ MOTORIZED BAL ALANCE DN DMSK)N HDWD HARDWOOD MU MULCHING SECT SECTION WC WATER CLOSET
BdcB AND BURLAP DK DECK HDWL HEADWALL MUL MULLION SF SILT FENCE WD WOOD, WIDTH sPRAYEO FIRE PROTE PLAN SHEET NUMBERING IFFIC CONTROL SFP CTION WDO WINDOW
B TO 6 ACK TO BACK DL LOu4D HGR HANGER MUTCD MANUAL OF UNIFORM TRAFFIC CONTR01 BC OLT CIRCLE, BOTTOM OF CURB DMH MANHOLE ~ HGT HEIGHT DEVICES SH SHEET WFD WATER FLOW DETECTOR LI
BD OARD DML ON, DEMO'USH H.I.D. HIGH-INTENSITY DISCHARGE MVYP MEMBRANE WATERPROOFING VG SHV SHELVgVG WG wATER GAGE DISCIPLINE DESIGNATION
BDL UNOLE DMPR HM HOLLOW METAL N NORTH RICK EXPANSION JOINT DN HOA HAND-OFF-AUTOMATIC NA NOT APPUCABLE SIM SWILAR wH wALI HYDRANT (1 OR 2 CHARACTERS) SK SKETCH WHA WATER WINNER ARRESTER
BEJ BET. ETWEEN DR ORNE HORIZ HORIZONTAL N.C. NORMALLY CLOSED SLP SLOPE WHS WELDED HEAD STUD PLAN SHEET
BF LIND FLANGE DS DRIP STATgN~ DIGESTED SLUDGE HP HORSEPOWER, HEAT PUMP N do D NAIL AND DISC SMR SURFACE METAL RACEWAY WI WROUGHT IRON DE S N SOLID NEUTRAL wl WIND LQAD, WATER LINE K~P~ AREA
OTTOM GRILLE DSD SMOKE DETECTOR HPF HIGH POWER FACTOR NEC NATIONAL ELECTRICAL CODE BG - R BITUM ITUMINOUS OTWH DfIAI. TEMP WALL HYDRANT HPS HIGH PRESSU E SODIUM, HIGH PRESSURE NEUT NEUTRAL S T SEALANT Wf~l WATER DETER
BL, 4 UILDING LINE, BASE LINE DUP DUPLICATE STEAM NFPA NATIONAL FIRE PROTECTION ASSOCIATIO )N ASSOCIATION SOG SLAB ON GRADE WP WORKING POINT, WEATHERPROOF
• BLDG UILDiNG DVR DOVETAIL HPT HIGH POINT NIC NOT IN CONTRACT SP SPACE, SPACES, STATIC PRESSURE WPF WATERPROOFWG SPD STATIC PRESSURE DROP WS WATER SURFACE, WATERSTOP
BLK LOCK, BLOCKING DW QUMBWAITER HR HOUR T N.O. NORMALLY OPEN BLW ELOW DWD NG WATER CISpFMSER HS HORIZONTAL SLOB NO., NOS NUMBER, NUMBERS SPEC SPECIFICATION WST WASTE
BM EAM BENCH MARK, SOIL DWEL HTG HEATING NOM NOMINAL SPKR SPEAKER WT WEIGHT LEVEL OR FLOOR SPMR SINGLE-PLY MEMBRANE ROOF WTR WATER
S~(ABIUZATION/BLANKETS dt MATTING DWG HTR HEATER NPRN NEOPRENE BOL EGINNING OF LINE DWL HV HIGH VOLTAGE, HEATING-VENTILATING UNIT NPW NONPOTABLE WATER SPR SPRINKLER WTS WELDED THREADED STUD STATUS (E FOR EXISTING)
BOT OTTOM DWV VENT HW DOMESTIC HOT WATER NRS NONRISING STEM SPRT SUPPORT WWF ED WIRE FABRIC (D FOR DEMOLITION)
B.O.W. OTTOM OF WALL OX ANSION HWC DOMESTIC HOT WATER CIRCULATING NS NEAR SIDE SPS STATIC PRESSURE SENSOR WELDED WIRE REINFORCEMENT) SQ SQUARE XARM CR ARM
BP E PLATTt, BACKFLOW PREVENTER, E ENC1f HWL HIGH-WATER LINE NST NONSUP TREAD BEARING PLATE EA HYD HYDRANT NTS NOT TO SCALE SHEET NUMBERING ss SANTARY S~ xFS~t TRANSFORMER
BR ROOT, BOTTOM REGISTER EAT. AIR TEMPERATURE HZ HERTZ 0 TO 0 OUT TO 0~'T sso stlwt,~ oRAa~ xFR TRANSFER SOL SUiCIC XMTR TRANSMITTER SHEET TYPE
BRG FARING ECMT I INTERCOM OA OVERALL, OUTSIDE• AIR BRK ff IC INTERRUPTING CAPACITY OC ON CENTER MR STANDS SFJW METAL ROOF YD YARD F:
BRKT EFlS FINISH INSULATION SYSTEM b INSIDE DIAMETER OD OUTSIDE DIAMETER SST STAINLESS STEEL YHYD YARD HYDRANT ;
BSMT p,R ~ IG ISOLATED GROUND O.F. OUTSIDE FACE ST STREET, STORY, SIFJIM, SEDIMENT TRAP RACTOR-INSTALLED STA STATION
BTU H THfwRMAL UNIT . SIGN JOINT IMC INTERMEDIATE METAL CONDUIT OFCI OWNER-FURNISHED CONTRACTOR-INST~ BTUH PER HTDUR ELEVATION IN. INCH OH OVERHEAD, OPPQSITE WWD ND STD STANDARD CUBIC FEET PER MINUTE
BU 1-UP ~ ELEC ELECTRIC, ELECTRICAL INCANO INCANDESCENT OP OUTLET PROTECTION STER STERILIZER SEQUENCE STIF STIFFENER
BUR UILT-UP ROOFING}, BURIED EIEV ATOR ~ INCL INCLUSNE OPNG OPENING BW 0TH WAYS'. EM IETAL INCR INCREMENT OPP OPPOSITE STIR. STIRRUP IP I AT N
C OURSE, C NVECTOR EMER WD INDUCTION OS&Y OUTSIDE SCREW AND YOKE ~E STL STEEL G GENERAL I INTERIORS
'C EGREES C LSIUS EMT iETALLIC TUBING INFL INFLUENT OVHD OVERHEAD STOR STORAGE s HA ASBESTOS ABATEMENT QF FOOD SERVICE STR STRAIGHT, STARTER V SURVEY FA FIRE ALARM
C TO C CENTER T0, CENTER ENCL ENCLOSURE INSTL INSTALL, INSTALLATION OZ OUNCE INSULATED, INSULATOR, P POLE, POWER, PUMP CdcG URB AND 'GUTTER ENG INSUL INSULATION, STRL STRUCTURAL
C&R UT AND REPLACE ENGR INSULATING PA PIPE ANCHOR STRUG STRUCTURE B GEOTECHNICAL FP FIRE PROTECTION SUBSTA SUBSTATION C CIVIL P PLUMBING
CAB. INET ENT TNT INTEGRATED, INTERIOR Pa PASCAL CANTLE R ENTR INTMD INTERMEDIATE PB PUSH BUTTON, PANELBOARD IRO SUP SUPPLY L LANDSCAPE DQ MATERIAL HANDLING
CAP. ACITY EOL OF LIE INV INVERT, INVERSE PC POINT OF CURVE, PIECE SURF. SURFACE S STRUCTURAL M MECHANICAL
CAN BLE TELEVISION EP PROOF, EDGE OF PAVEMENT IP IRON PIN, STORM DRAIN INLET PROTECTION PCC POINT OF COMPOUND CURVE, PRECAST IRVE, PRECAST SUSP SUSPENDED LS LIFE SAFETY E ELECTRICAL SV SHEET VINYL, STEAM VENT A ARCHITECTURAL T TELECOMMUNICATIONS
CB TCH BASIN, CIRCUIT BREAKER EGL IPF IRON PIN FOUND, IRON PIPE FOUND CONCRETE CCN LOSED CIRCUIT TELEVISION EQPT IR IRRIGATION PCP PRECAST CONCRETE PANEL EL SVCE SERVICE
CD CEIUNG DIFFUSER, ROCK CHECK DAM ER 10 REMAIN ISOL ISOLATOR PCSP PRECAST CONCRETE SANDWICH PANEL DWICH PANEL SW SHORT WAY. SWITCH, SIDEWALK
CE CONSTRUCTION ENTRANCE ESMT J JOULE PD PRESSURE DROP CEM EMENT E TO E END TO END JB JUNCTION BOX PED PEDESTAL SWBD SWCTCH80~ARD SWGR SWITCHGEAR '
CENT. ENTRIFUGAL EV EVERGREEN JC JANITOR 5 CLOSET PEJ PREMOLDED EXPANSION JOINT JOINT SYMM SYMMETRICAL COMMUNITY
CF ELLULAR FLOOR EW ~ EACH WAYL,E-_ND WALL JCT JUNCTION PF POROUS FlLL SYS SYSTEM ROOM T TREAD, TOP, TANGENT, TELEPHONE, THICKNESS 213
URIC FEET PER MINUTE EWC SCI( COOLER JST JOIST P.F. POWER FACTOR CFM PA CFS UBIC FEET PER SECOND E.W.T. WATER TEMPERATURE JT JOINT PG PIPE GUIDE, GE 0 T&8 TOP AND BOTTOM
CG DRIER G ARD, CHANGE OF GRADE, EXC • ATE, EXCAVATION K KEY OPERATED, KIP PH PHASE, PENTHOUSE T&G TONGUE AND GROOVE FLOOR NUMBER ~ Z- SPACE NUMBER
• CEILING GRILLE EXH EXHAUST KCM THOUSAND CIRCULAR MILS PI POINT OF INTERSECTION CH BEET HATER, CHORD EXP EXPOSED KCP KEENE S CEMENT PLASTER PN POST INDICATOR VALVE T&P TEMPERATURE AND PRESSURE TAF TROWEL APPLIED FNISH
• CHAM HAMPER EXPN EjtP kg KILOGRAM PL, R PLATE, PROPERTY LINE TBM TEMPORARY BENCH MARK ELEVATIONS DETAIL
CHBD HALK80AR~? EXST NG k /S KILOGRAM PER SECOND PLAM PLASTIC LAMINATE TC TOP OF CURB, TIME CLOCK TDC TURNED DOWN CURB EXTERIOR NUMBER
CHEM HEMiCAL EXT EXTERNAL Z KILOHERTZ PEAS PLASTER CH1S HISELED EXTN km KILOMETER PLATE PLATFORM TEL TELEPHONE i
CHKR HECKER, CHECKERED F . ,FAN kN KILONEWTON PLF POUNDS PER LINEAR FOOT DT TEMP TEMPERATURE, TEMPERED, TEMPORARY NUMBER 1
CI AST IRON 'F FMIRENHEIT KO KNOCKOUT PLYWD PLYWOOD CIP CAST IN PLACE, CULVERT INLET PROTECTION FACT 1 MID THERMOSTAT[C kPa KILOPASCAL PNL PANEL TER TERRAZZO TERM. TERMINAL Al 1A A50
CIRC IRCUTAR, CIRCUMFERENCE F TO F F• TO FACE KSF KIPS PER SQUARE FOOT PNLBD PANELBOARD T RO 1 TFE EiRAFl.UO ETHYLENE A1026 SHEEP WHERE DRAWN
CJ ONSTRUCTION JOINT FA ALARM KSI KIPS PER SQUARE INCH PNT PAINT, PAINTED TG TOP GRILLE A101A A201 THERM. THERMOMETER
CKT IRCUIT FAB F TE kV KILOVOLT POB POINT OF BEGINNING CL, ~ ENTER UNE FABL ALARM 6Ell kVA KILOVOLT-AMPERE POL POLISH, POINT ON UNE THK THICK SHEET(S) WHERE TAKEN
CLF HAIN UNK'i FENCE FACP ALARM CONTROL PMlFL kVAR KILOVOLT-AMPERE REACTIVE PPH POUNDS PER HOUR THKNS THICKNESS I~,~IOR
CLG CEIUNG FC FMI C0~ UNR KW KILOWATT PR PAIR • CLJ CONTROL JOINT FD DRAIN, FlRE DAMPER kWH KILOWATT HOUR PRC POINT OF REVERSE CURVE THR THRESHOLD SECTION IE TKBD TACKBOARD 1
CLO CLOSET , ; FDC DEPARTMENT COWECTION L LEFT, LENGTH OF CURVE, LONG PREFIN PREFlNISHED TLSD TOP LINEAR SLOT DIFFUSER NUMBER
CLOS CLOSURE FDN TKIIN LA UGHTNING ARRESTER PRESS. PRESSURE TMV THERMAL MIXING VALVE TOC TOP OF CONCRETE 1
CLPR CALIPER FDR LAB LABORATORY PRI PRIMARY CLR LEAR FE EVER LAM LAMINATE PRL PARALLEL TOF TOP OF FOOTING 2
CLSD EIUNG LINEAR SLOT DIFFUSER FEC CATI[N~T LAT LATTNDE, LATERAL ~ PROP. PROPOSED T05 TOP OF STEEL. A101A A401 A101A A201
CLSR CEIUNG LINEAR SLOT RETURN FES END SECTION LAV LAVATORY PROV PROVIDED CM CENTIMETER FGL LB POUND P.R.S. PRESSURE REDUCING STATION TOT. TOTAL 1TION TP TREE PROTECTION
CMP CORRUGATEp METAL PIPE FH H06E LCG LACING PRV PRESSURE REDUCING VALVE, POWER R VE, POWER ROOF T.O.W. TOP OF W DRAWING REVISION
CMPSN COMPOSITION FHC HOSE CABMIET LDG LOADING VENTILATOR TR TOP REGi IL UWENT SEEDING, TRANSV TRANSVERSE
CMU CONCRETE MASONRY UNITS FHYD I•IYDRANT LF UNEAR FOOT, LINEAR FEET PS PRESSURE SWITCH, PERMANENT SEEDI~ CND CONDUIT FIG. LG L.ENGTH, LONG POINT OF SWITGH TRTD TREATED
CNDCT CONDUCIVE FIN. UQ UQUID PSC PRESTRESSED CONCRETE TS TEMPERATURE STEEL, TIME SWITCH, TAMPER
CNDS ONDENSATE, CONDUITS FL FLASHING LKR LOCKER PSF POUNDS PER SQUARE FOOT CO LEANOUT, !.,COUNTY FLEX. F~EII~LE LL LNE LOAD PSI POUNDS PER SQUARE INCH )OT SWITCH TEMPERATURE SWITCH, THICKENED REVISION NUMBER CH SLUDG~, TEMPORARY SEEDING, TRAVERSE
I STATION LIMIT OF REVISION
REV DATE DESCRIPTION APP C~IM N0: 60766
SEALS ~ CONSULTANT `s CIVIL
ISSUE DATE:
DESIGNED BY: PS8
DRAWN BY: PS8
CHECKED BY: RAA AAlll I ~r^~~in /1
FOR REW2W PURPOGES ONLY _
DO NOT USE RIDGE ROAD AREAS SUBMITTED BY. PW
FOR CONSTRUCTION :RS PLANNERS
TOWN OF HILDEBRAN S, SEAY, MATTERN & MATTERN, k MATTERN, INC.
ER STREET
NORTH CAROLINA 1305 NORTH CENTER STREET HICKORY, NC 28601 28607 ® HAYES, SEAY, MATTERN & MATTERN,
L(828) TECTS ENGINEERS PLAT BURKE COUNTY 327-2971 WWW.HSU INC., 2005. ALL MGM RESERVED. WVYW.HSMM.COM
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SEALS CONSULTANT REV DATE DESCRIPTION APP CONY NO: 60748 CIVIL
ISSUE DATE:
C ~ DESIGNED BY: PSB _ -
orUwN ev: ase KAY MAP
PROGRESS D1tA1PING5 _ I i ~r e ~ n ne ~ ~
VI 11.1 111.11%V %0%0%01 1% 1 I'11~V %0"'% SE"' 'NOMW d"* CHECKED BY: RAA
FOR REVIEW PURPOSES ONLY
DO NOT USE RIDGE ROADAREAS ARCHITECTS ENGINEERS KANNE PLANNERS SUBMITTED BY: PSB G3
FOR CONSTRUCTION TOWN OF HILDEBRAN HAYES, SEAY. MATTERN & MATTERN, INC
AATTERN, INC. STREET
NORTH CAROLINA 1305 NORTH CENTER STREET HICKORY, NC 28601 601 0 HAYES, SEAY, MATTERN & MATTERN,
BURKE COUNTY [phone] WWW.HSMM.C INC., 2005. ALL RIGHTS RESERVED. WWW.HSMM.COM
M:\FILES\60000SERIES\60768\CADD\DWG\FP5GO3.DWG C60768 02/14/2006 14:43:55 SBELL NCS-HSMM_Full.ctb RF: !!fp5v_exspOl!!,??!!fp5voexsp0l!!??,!!fp5c_nxOlpr!!,!!fp5xbdr!!
i

M SEWER MANHaLE TABLE
LINE LENGTH BEARING
~ L1 250,00 S88.17'25'E
CYNTHIA DIANE YOUNG w L2 250,00 S88'1T25'E ~ L3 150,00 S88'17'25'E
DEED BOOK 953-1254 TAX MAP 87-24-03-035.00
2~ cv L4 143,15 S88.17'25'E p~ = LS 257,37 N04.49'06'E
• NED W. SUDOREiH, JR. ' dt LORI H. SUDORETH U v1 L6 228,74 S85.39'40'E
DEED BOOK 998-867 W L7 175,43 S63.26`OB'E
_ TAX MAP 87-24-03-033.00 ' 1084.8 • • \ ~ ~ L8 835,70 S85.38'38'E 1 MH-6 ~ l9 397,06 S09.4?'43'E
~ 1068.5 • o n ~ STA 10+50.52 I- ~ tost.2 ~ RIM 1086.83 Z L10 39974 S09.13'S6'E
~ ~ i MH-14 W INV. IN 1077.38 D JEAN GRAY PLEMONS Lll 322,33 S08.45'48'E
~D o ~ STA 2+40.69 ~ r scAP1NG ° sMALI o RIM 1087.07 o c ~ DEED 800K 899 347 ~l NV I 1 77 38 L12 268,42 S08.41'40'E a I N 0 t 088 s ~ E TAX MAP 87-24-03-009.00
~ id' OAK - - - _ M WM ~ DOGWOOD TEL INV. OUT 1 OSO.BO ~ ° 2~ INV• OUT 1077,28 t tot.9~ p L13 240,69 N84 52 47 W w1
- r - ucE T usE r ~ PED Z 1058.5 - r'-------:-~ RNS~MR 18 OAK o - E U ~ Q ~ L14 47,36 S47.89'14'W ~ ~ o ~ 1 L15 302,64 S89.42'29'W
a - uc~ wM wM wM wM 18• DqK 1 ~ W MH-8 L16 100A0 S86.51'OS'E
1~ I~E~OUND POWER o UNDERGROUND CABLE N SHE ° ~ . , , ~ ~ PH STA 14 - TEL ER z +54.69 L17 287,01 S86 5105 E D
CYNTHW DIANE •YOUNG DEED BOOK 962-373 • A y y EDGE OF PA4E4EM L 13 --~"=T ~ '~D B z ~i RIM 1112.98 ,4 S •a' r , SHRUB o O = L18 391 1 83 0 22 E _ _ UR .13 x T INV. IN 1100.72 ~ •
TAX MAP 87-24-03-008.00 _ T T - ~~r. ~ r V r - _ uce ~1~ee Mw v ti l19 300,72 S70 55 58 E ~ ~ HRUB SHRUB Q INV. OUT 1100.62 L20 200,20 S25.43'15'E
. - - - ~ TEL r y-~.______ W4 PED L RNER - cE r v L6 ' - _ RUB L PED~ ~ L21 295,67 S88'OS'00'E
ED SHRUG"- - - -~.'~1~tPE~E ' r y~._ UNDERGROUND IEtEPHONE c BIRCHES r ~ ~ t 8 RCP ~ ~r '~v r'~ _ _ L22 210,39 S68.05'00'E
WATER UNE ~ - ~ v T - - - - . L83 215,43 N72.32'20'E c wM 18. OAK r---•---,'"'T'---v-_____--~ l.7 • ~ .
z no c wM 18' OAK • 1074.1 ~ ------.-~T ~-________`v L24 334,57 S87 56 20 E
V C1 ~ ~ wM r r v L25 275A0 S87.56'20'E C1 ~ ~e'''~---~ r`"-v L26 205,00 S02.05'15'E
to Q ~ N '~-~''"`~.,w~ "`--~~`r . , q p I ~ EOGEROIy ---_.....______r L27 100A0 S17 40 58 E
• 1079.4 C1 C6 C1 C6 0 I ~ MH-7
RODNEY WILLUW RUFUS M. CUBBAGE do C2 C2 v STA 12+79.26 - ° ~ z RIM 1101.50
DEED BOOK 111 GLENDA R. CUBBAGE TAX MAP 87-2 ` 1a66a DEED BOOK 1119-112 3 ~ INV. IN 1093.89
RUFIJS M. CUBBAGE ~ BASEMENT LE4EL TAX MAP 87-24-p3-037.00 I NOTES THIS SHEET. I INV. OUT 1086.79 1 t~PP C
. GLENDA R. CUBBAGE • DEED BOOK 1119-112
• TAX MAP 87-24-03-040.00 C1 C6 1, CONTRACTOR SHALL CONFIRM THE ELEVATION OF THE EXISTING 10° SEWER LINE AT MH-1,
• • 1070.9 10 ~ • ~ 1075.3 C2 1073.7 ~ T ~ KENNETH OWEN FOX, JR. do
~ 1080.9 LINDA H. FOX 2.
• MARC C. WIWAMS -927 DEED BOOK 1256 WIWAIIS 14• 1 • DEED BOOK 836-27 H( 1256 927 O TAX YAP 87-24-03-015.00
= BENCH- E IN 18 MAPLE TWOTFIY RYAN COFFEY & TERRY MOORE & TAX MAP 87-24-D3-036 • ~ ELEV. 1033.84 15HLEY PATTI MOORE , ~ 87-24-D3-036 b ~
~ ~ - DEED BOOK 1012-359 DEED BOOK 1012-359 1 TAX MAP 87-24 03 038.00 l W N I • / 14 HILDEBRAN UNTIED
„ TAX MAP 87-24-03-039.00 , i YETFIODIST CHURCH
EXIST. MH ~ ~ MH-2 / DEED 600K 932-1309 I TAX YAP 87-24-03-027.00
RIM 1033.es STA 2+50 INV. to2s.64 MH-4 .4 I
1 RIM 1041.18 0 ~ INV. IN 1036.19 STA 6+5 6+50
PROPOSED INV. OUT 1029.94 Rlt~i 1064.38 1064.38 LDP ~ FENCE
U>7 EAR INV. IN 1055.89 r INV. OUT 1055.7 IN 1055.89 1 . _ _ OUT 1055.79 CONTRACTOR 15 RESPONSIBLE FOR REMOVING
1 AND REPLACING DOG PEN N
r 10 O '
. L4 L4 ~ N M
5 ~
+00 1 T STA 0 MARSH AREA - _ _ _ _ _ _ _ _ RMd 10$5.55 N 1 PROP06Ep 12.5' - - - - - - STA 7+93.15 E
INV. IN' 1026.94 ~ ~ TEJVIpORAR1f ooNSTRUCraN EASEi1ENi w o 0 o s STA 5+00 ~oQ + - - - - RIW 1075.06
INV. 1 LINE = 1026.84 ~ RIM 1061.68 INV. IN 106673 ~ INV. OUT 1088.63 m = ~
INV. IN 1054.29 °o INV. OUT 1054.19 w -
~o 1 LARRY L. HILDEBRAND ~ rn
CHARLES CARVER WILSON ~ t ~ do YARTHA C, HILDEBRAN DEED BOOK 70$-908 ~
DEED BOOK 815-1590 1 1 ~ ~ CHARLES CARVER WILSON TAX MAP 87-24-03-007.00 a ~ DEED BOOK 815-1590 TAX YAP 87-24-03-006.00
~ 1~ TAX MAP 87-24-03-007.00 ~ , - ~ ~
w ,•~i
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1096
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0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 5 C:
REV BATE DESCRIPTION APP CQ!MM NO: 60768
SEALS CONSULTANT CIVIL ISSUE DATE:
DESIGNED BY: PS8
50' 25' 0 50' 100' ` DRAWN BY: PSB
n~nr_o~er nn~?~cr>v~C ~ucoucon ~r~~ ~~T ~A~ 1
lrawvau+?a&a uaWWVVA&.vv 1"=50' Jn« ncnv wwwIN I rvw W"% FOR REVIEW PURPOSES ONLY HORIZONTAL t nL;, ltU tST: IW1 LiNt A
SUBMITTED BY: PSB
DO NOT USE log 2W 10 . 5 o RIDGE ROAD ' AREAS ARCHITECT'S ENGINEERS PIANN S PLANNERS STA + 14+55
FOR CONSTRUCTION VER11CAL TOWN OF HILDEBRAN HAYES, SEAY, MATTERN & MATTERN, INI
MATTERN, INC. STREET
NORTH CAROLINA 1305 NORTH CENTER STREET 8641 ©HAYES SEAY MATTERN do MATTERN
GRAPHIC SCALES HICKORY, NC 28601 BURKE COUNTY [phone] WWW.HSMM. WWW.HSMM.COM INC.. 2005. ALL RIGHT'S RESERVED. !
M:\FILES\60000SERIES\60768\CADD\DWG\FP5COl.DWG C60768 02/14/2006 14:40:18 SBELL
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INV. IN 1102.24 BASE WITH YARD RIM 1117.16 INV IN 1112.00 STA 28+09.51 z
WARLICKS CHURCH ROADINV. OUT 1102.14 LIGHTS INV. IN 1104.72 ROAD SR 1628 INV. IN 1107.10 RIM 1126.61 -'
RAN ____lNV. OUT 1104.62 a — _ C1 a POINT SURV# CONTROLINV. IN 1120.16EXISTIIN�G WATER LINE INV. OUT 1107.00—�- — —a_INV. OUT 1120.06W W W W W C2 C6 AFH—�_ —— W
CONTRA TOR TU REMOVE AND REPLACE SIGN W W
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PROGRESS DRAWINGS
FOR REVIEW PURPOSES ONLY
DO NOT USE
FOR CONSTRUCTION
CONSULTANT
50' 25' 0 50' 100'
1"=50'
HORIZONTAL
10' 5' 0 10' 20'
i"=10'
VERTICAL
GRAPHIC SCALES
SEWER INFRASTRUCTURE
IMPROVEMENT'S
SHEPHERD COURT AND OAK
RIDGE ROAD AREAS
TOWN OF HILDEBRAN
NORTH CAROLINA
BURKE COUNTY
ARCHITECTS ENGINEERS PLANNERS
HAYES, SEAY, MATTERN & MATTERN, INC.
1305 NORTH CENTER STREET
HICKORY, NC 28601
[phone] WWW.HSMM.COM
DESCRIPTION
APP
COMM NO: 60768
ISSUE DATE:
DESIGNED BY: PSB
DRAWN BY: PSB
CHECKED BY: RAA
SUBMITTED BY: PSB
O HAYES, SEAY, MATTERN & MATTERN,
INC., 2005. ALL RIGHTS RESERVED.
s, CIVIL
Y"
SHEPHERD COURT &
WARLICKS CHURCH ROAD
8" SEWER LINE C2
PLAN & PROFILE
STA 14+55 TO 30+78
w\rILL. %J\
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