20041958 Ver 1_Complete File_20040128

i
Triage Check List
Date: 1/18/05 Project Name: Leicester Village
DWQ#: 04-1958
County: Buncombe
To: Kevin Barnett, Asheville Regional Office
60 day Processing Time. 1/13/05 to 3/13/05
From: Cyndi Karoly Telephone : [phone]
L_J
The file attached is being forwarded to your 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 (Meuse, 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
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!
0
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f ?
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director
Division of Water Quality
December 17, 2004
CERTIFIED MAIL: RETURN RECEIPT REQUESTED
Leicester Village, LLC
6 Roberts Road
Asheville, NC 28803
Subject Property: 868 New Leicester Highway, Asheville, NC
REQUEST FOR MORE INFORMATION
DWQ Project # 04-1958
Buncombe County

On December 8, 2004, the Division of Water Quality (DWQ) received your application to impact 150 feet
of streams to construct the proposed residential subdivision. The DWQ has determined that your
application was incomplete and/or provided inaccurate information as discussed below. The DWQ will
require additional information in order to process your application to impact protected wetlands and/or
streams on the subject property. Therefore, unless we receive the additional information requested below,
we will have to move toward denial of your application as required by 15A NCAC 2H.0506 and will
place this project on hold as incomplete until we receive this additional information. Please provide the
following information so that we may continue to review your project.
Additional Information Requested:
1. Plan Details
a. Please show all stream impacts including all fill slopes, dissipaters and bank stabilization on the
site plan. It is unclear from the map provided as to what the extent of the impacts are at the two
stream crossings on the UT to Dix Creek.
b. Please locate any planned sewer lines on the site plan and any temporary or permanent impacts
associated with sewer line crossings.
2. Mitigation
150 feet-of compensatory stream mitigation is required for this project. Please provide a
compensatory mitigation plan. The plan must conform to the requirements in 15A NCAC 2H.0500
and must be appropriate to the type of impacts proposed.
Please respond within three weeks of the date of this letter by sending this information to me in writing
and Kevin Barnett of the DWQ Asheville Regional Office. If we do not hear from you within three
weeks, we will assume that you no longer want to pursue this project and we will consider the project as
withdrawn.
This letter only addresses the application review and does not authorize any impacts to wetlands, waters
or protected buffers. Please be aware that any impacts requested within your application are not
401 Oversight/Express Review Permitting Unit
1650 Mail Service Center, Raleigh, North Carolina 27699.1650
2321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604
Phone: [phone] / FAX [phone] / Internet: http://h2o.enr.state.no.us/ncwetlands
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An Equal Opportunity/Affirmative Action Employer- 50% Recycled/10% Post Consumer Paper
DAY ENGINEERING SERVICES, PA
6 ROBERTS ROAD
ASHEVILLE NC 28803 I
828-277-3292(ph) / 828-277-3993 (fax)
Email: Julie(Cl-dayengineer.com
David R Day, President Structural and Civ E ineering
NC Professional Engineer #15984 Commercial & Re d ial'
LETTER OF TRANLAO
SMITTAL
DATE: 1-11-05
TO: Division Of Water Quality
Attention: Cyndi Karoly
RE: Leicester Village
WE ARE SENDING YOU:
QUANTITY DATE DESCRIPTION
M?-MX'10'flwa n-
2 Plan Details
DENR-
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THESE ARE TRANSMITTED FOR:
X FOR APPROVAL APPROVED AS SUBMITTED RESUBMIT _ COPIES FOR
APPROVAL
X FOR YOUR USE APPROVED AS NOTED SUBMIT _ COPIES FOR
DISTRIBUTION
x AS REQUESTED RETURNED FOR RETURN _ CORRECTED
CORRECTIONS PRINTS
X FOR REVIEW AND FOR BIDS DUE PRINTS RETURNED AFTER
COMMENT LOAN TO US
REMARKS:
COPY TO: SIGNED: JT
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DAY ENGINEERING SERVICES, PA
6 ROBERTS ROAD
ASHEVILLE NC 28803
828-277-3292(ph) / 828-277-3993 (fax)
Email: Julie(a)dayengineer.com
David R Day, President Structural and Civil Engineering
NC Professional Engineer #15984 Commercial & Residential
LETTER OF TRANSMITTAL 9 58
DATE: 11-29-04
TO: NCDNER
PAYMUIT
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RE:
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WE ARE SENDING YOU:
QUANTITY 4 DATE DESCRIPTION
7 Site Plan
1 Pre-Construction Notification PCN) Application Form
I

THESE ARE TRANSMITTED FOR:
X FOR APPROVAL APPROVED AS SUBMITTED RESUBMIT _ COPIES FOR
APPROVAL
X FOR YOUR USE APPROVED AS NOTED SUBMIT COPIES FOR
_
TION
DISTRIBU
x AS REQUESTED RETURNED FOR RETURN _ CORRECTED
CORRECTIONS PRINTS
X FOR REVIEW AND FOR BIDS DUE PRINTS RETURNED AFTER
COMMENT LOAN TO US
REMARKS:

COPY TO: SIGNED: JT
Office Use Only: p Form Version May 2002
8
USACE Action ID No. DWQ No.
kii any pai Liumar ttctn is not appncame to tors 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
2. Nationwide, Regional or General Permit Number(s) Requested: Nationwide 14
pp, 3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required,, check here: ? N/A
RE
4. If payment into the North Carolina Wetlands Restoration Program (NCWRP) is proposed for
PA\ mitigation of impacts (verify availability with NCWRP prior to submittal of PCN), complete
section VIII and check here: ? N/A
RECEi°V?'Ll
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: ? N/A
II. Applicant Information
.411
1. Owner/Applicant Information ROULgy V D
Name. Leicester Village, LLC nf:c n
Mailing Address: 6 Roberts Road
Asheville NC 28803 DENR - WA
TER @RANCH
Telephone Number: 828-277-3292 Fax Number: 828-277-3993
E-mail Address:
2. Agent/Consultant Information (A signed and dated copy of the Agent Authorization letter
must be attached if the Agent has signatory authority for the owner/applicant.)
Name:
Company Affiliation:
Mailing Address:
Telephone Number: Fax Number:
E-mail Address:
Page 5 of 12
III. Project Information
Attach a vicinity map clearly showing the location of the property with respect to local
landmarks such as towns, rivers, and roads. Also provide a detailed site plan showing property
boundaries and development plans in relation to surrounding properties. Both the vicinity map
and site plan must include a scale and north arrow. The specific footprints of all buildings,
impervious surfaces, or other facilities must be included. If possible, the maps and plans should
include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with the property
boundaries outlined. Plan drawings, or other maps may be included at the applicant's discretion,
so long as the property is clearly defined. For administrative and distribution purposes, the
USACE requires information to be submitted on sheets no larger than 11 by 17-inch format;
however, DWQ may accept paperwork of any size. DWQ prefers full-size construction
drawings rather than a sequential sheet version of the full-size plans. If full-size plans are
reduced to a small scale such that the final version is illegible, the applicant will be informed that
the project has been placed on hold until decipherable maps are provided.
1. Name ofproject: Leicester Village, LLC
2. T.I.P. Project Number or State Project Number (NCDOT Only): N/A
3. Property Identification Number (Tax PIN): 9619.07-58-1320
4. Location
County: Buncombe Nearest Town: Asheville
Subdivision name (include phase/lot number):
Directions to site (include road numbers, landmarks, etc.): 868 New Leicester Highway
Asheville, NC 28806
5. Site coordinates, if available (UTM or Lat/Long): 35° 36. 897' N 62° 39. 057' W
(Note - If project is linear, such as a road or utility line, attach a sheet that separately lists the
coordinates for each crossing of a distinct waterbody.)
6. Property size (acres): 52.975
7. Nearest body of water (stream/river/sound/ocean/lake): UT Dix Creek
8. River Basin: French Broad
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at http://h2o.enr.state.nc.us/admin/maps/.)
9. Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application: former dairy farm
Page 6 of 12
10. Describe the overall project in detail, including the type of equipment to be used:
Construction of a residential subdivision including two stream crossings
11. Explain the purpose of the proposed work: construction of a subdivision
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.
None
VI. Proposed Impacts to Waters of the United States/Waters of the State
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. The applicant must also
provide justification for these impacts in Section VII below. All proposed impacts, permanent
and temporary, must be listed herein, and must be clearly identifiable on an accompanying site
plan. All wetlands and waters, and all streams (intermittent and perennial) must be shown on a
delineation map, whether or not impacts are proposed to these systems. Wetland and stream
evaluation and delineation forms should be included as appropriate. Photographs may be
included at the applicant's discretion. If this proposed impact is strictly for wetland or stream
mitigation, list and describe the impact in Section VIII below. If additional space is needed for
listing or description, please attach a separate sheet.
Page 7 of 12
1. Provide a written description of the proposed impacts: Construct two stream crossings to
build two roads
2. Individually list wetland impacts below:
Wetland Impact
Site Number
indicate on ma
Type of Impact* Area of
Impact
acres Located within
100-year Floodplain**
es/no Distance to
Nearest Stream
linear feet
Type of Wetland***
None

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: mechanized clearing, grading, fill,
excavation, flooding, ditching/drainage, etc. For dams, separately list impacts due to both structure and flooding.
** 100-Year floodplains are identified through the Federal Emergency Management Agency's (FEMA) Flood Insurance Rate Maps
(FIRM), or FEMA-approved local floodplain maps. Maps are available through the FEMA Map Service Center at 1-800-358-9616, or
online at htt_p://www.fema.gov.
*** List a wetland type that best describes wetland to be impacted (e.g., freshwater/saltwater marsh, forested wetland, beaver pond,
Carolina Bay, bog, etc.) Indicate if wetland is isolated (determination of isolation to be made by USACE only).
List the total acreage (estimated) of all existing wetlands on the property:
Total area of wetland impact proposed:
3. Individually list all intermittent and perennial stream impacts below:
Stream Impact
Site Number
indicate on ma
Type of Impact* Length of
Impact
linear feet
Stream Name** Average Width
of Stream
Before Impact Perennial or
Intermittent?
leasespecify)
1 Culvert 75 UT Dix Creek Perennial
2 Culvert 75 UT Dix Creek Perennial

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: culverts and associated rip-rap,
dams (separately list impacts due to both structure and flooding), relocation (include linear feet before and after, and net loss/gain),
stabilization activities (cement wall, rip-rap, crib wall, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is
proposed, plans and profiles showing the linear footprint for both the original and relocated streams must be included.
** Stream names can be found on USGS topographic maps. If a stream has no name, list as UT (unnamed tributary) to the nearest
downstream named stream into which it flows. USGS maps are available through the USGS at 1-800-358-9616, or online at
www.usgs.gov. Several internet sites also allow direct download and printing of USGS maps (e.g., www.topozone.com,
www.mal2quest.com, etc.).
Cumulative impacts (linear distance in feet) to all streams on site: 150
Page 8 of 12
4. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.) below:
Open Water Impact
Site Number

indicate on ma
Type of Impact* Area of
Impact

acres
(if Name p Waterbody
applicable) Type of Waterbody

(lake, pond, estuary, sound,
bay, ocean, etc.
None

{ List each impact separately and identify temporary impacts. Impacts include, but are not limited to: fill, excavation, dredging,
flooding, drainage, bulkheads, etc.
5. Pond Creation
If construction of a pond is proposed, associated wetland and stream impacts should be
included above in the wetland and stream impact sections. Also, the proposed pond should
be described here and illustrated on any maps included with this application.
Pond to be created in (check all that apply): ? uplands ? stream ? wetlands
Describe the method of construction (e.g., dam/embankment, excavation, installation of
draw-down valve or spillway, etc.):
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.):
Size of watershed draining to pond: Expected pond surface area:
VII. Impact Justification (Avoidance and Minimization)
Specifically describe measures taken to avoid the proposed impacts. It may be useful to provide
information related to site constraints such as topography, building ordinances, accessibility, and
financial viability of the project. The applicant may attach drawings of alternative, lower-impact
site layouts, and explain why these design options were not feasible. Also discuss how impacts
were minimized once the desired site plan was developed. If applicable, discuss construction
techniques to be followed during construction to reduce impacts.
Subdivision road layout was arranged to minimize the number of stream crossings
VIII. Mitigation
DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC
Division of Water Quality for projects involving greater than or equal to one acre of impacts to
freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams.
Page 9 of 12
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on March 9, 2000, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
but are not limited to: reducing the size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.
If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USACE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCWRP concurrence shall be placed on hold as
incomplete. An applicant may also choose to review the current guidelines for stream restoration
in DWQ's Draft Technical Guide for Stream Work in North Carolina, available at
http://h2o.enr.state.nc.us/ncwetlands/stnn-gide.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.
2. Mitigation may also be made by payment into the North Carolina Wetlands Restoration
Program (NCWRP). Please note it is the applicant's responsibility to contact the NCWRP at
[phone] to determine availability and to request written approval of mitigation prior
to submittal of a PCN. For additional information regarding the application process for the
NCWRP, check the NCWRP website at http://h2o.enr.state.nc.us/wrp/index.htm. If use of
the NCWRP is proposed, please check the appropriate box on page three and provide the
following information:
Amount of stream mitigation requested (linear feet):
Amount of buffer mitigation requested (square feet):
Amount of Riparian wetland mitigation requested (acres):
Amount of Non-riparian wetland mitigation requested (acres):
Amount of Coastal wetland mitigation requested (acres):
Page 10 of 12
IX. Environmental Documentation (required by DWQ)
Does the project involve an expenditure of public (federal/state) funds or the use of public
(federal/state) land?
Yes ? No
If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at [phone] to review current thresholds for environmental documentation.
Yes ? No ?
If yes, has the document review been finalized by the State Clearinghouse? If so, please attach a
copy of the NEPA or SEPA final approval letter.
Yes ? No ?
X. Proposed Impacts on Riparian and Watershed Buffers (required by DWQ)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
Will the project impact protected riparian buffers identified within 15A NCAC 213 .0233
(Meuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 2B .0250 (Randleman Rules and
Water Supply Buffer Requirements), or other (please identify )?
Yes ? No ® If you answered "yes", provide the following information:
Identify the square feet and acreage of impact to each zone of the riparian buffers. If buffer
mitigation is required calculate the required amount of mitigation by applying the buffer
multipliers.
Zone* Impact
(square feet Multiplier Required
Mitigation
1 3
2 1.5
Total
fi Gone 1 extends out 3U teet perpendicular from near bank of channel; Zone 2 extends an
additional 20 feet from the edge of Zone 1.
Page 11 of 12
If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e., Donation
of Property, Conservation Easement, Riparian Buffer Restoration / Enhancement, Preservation or
Payment into the Riparian Buffer Restoration Fund). Please attach all appropriate information as
identified within 15A NCAC 213 .0242 or .0260.
XI. Stormwater (required by DWQ)
Describe impervious acreage (both existing and proposed) versus total acreage on the site.
Discuss stormwater controls proposed in order to protect surface waters and wetlands
downstream from the property.
Existing impervious .426 acres proposed 3.71 acres of road estimate 5.3 acres of residences
and driveways (total 52.975 acres) Storm water will be collected in curb gutters and pined to
existing stream channel and swales
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.
Wastewater will be piped to Metropolitan Sewerage District WWTP
XIII. Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H.0500) or any Buffer Rules?
Yes ? No
Is this an after-the-fact permit application?
Yes ? No
XIV. Other Circumstances (Optional):
It is the applicant's responsibility to submit the application sufficiently in advance of desired
construction dates to allow processing time for these permits. However, an applicant may
choose to list constraints associated with construction or sequencing that may impose limits on
work schedules (e.g., draw-down schedules for lakes, dates associated with Endangered and
Threatened Species, accessibility problems, or other issues outside of the applicant's control).
Applicant/Agent's Sigi
(Agent's signature is valid only
Date
letter from the applicant is provided.)
Page 12 of 12
_... _.._...__....._ __....___, ..... 7275
DAVID R. DAY, P.E.
Division of Water Quality 11/30/2004
U@@@flw@N
DEC 0 S 2004
DENR - WATER QuAL1T`.
DS AND SIOF WATFR BRANCH
200.00
First Citizens Bank Leicester Village 200.00
DWQ# ? - r g 51S Date -t / - 0
Who Reviewed: E?S
Plan Detail Incomplete
? Please provide a location map for the project.
( Please show ail stye impacts including all fill sIMS, d'ssipaters, and bank tabilization on the site Ian. of- 4" 101ACIF. ? Please show all wetland impacts including fih slopes.on the site plan. S 0 UkT
G(b55?n? Y?
? Please indicate all buffer impacts on the site plan.
? Please indicate proposed lot layout as overlays on the site plan.
? Please indicate the location of the protected buffers as overlays on the site plan.
? Please locate all isolated or non-isolated wetlands, streams and other waters of the State as overlays on the site plan.

? Please provide cross section details showing the provisions for aquatic life passage. - -- -- - -- -- - - - --- -- - - - - --
e?Ntan4e_4_ - _'Kfaa
Please locate any planned sewer lines on the site plan./ Q ?\y -?'a(?FOrar, OT p
aSSocIJ`
? Please provide the location of any proposed stormwater. management practices as required by GC
? Please provide detail for the stormwater management practices as required by GC C, Vo SS c 4/1 ,
? Please specify the percent of project imperviousness area based on the estimated built-out conditions.
t ?? Please indicate all stormwater outfalls on the site plan.
? Please indicate the diffuse flow provision measures on the site plan.
? Please indicate whether or not the proposed impacts already been conducted' ;
Avoidance and/or Minimization Not Provided s
? The labeled as on the plans does not appear to be necessary. Please eliminate the dr provide additionW
information as to why it is necessary for this project.
? This Office believes that the labeled on the plans as can be moved or reconfigured to avoid the impacts to the
. . Please revise the plans to avoid the impacts.
? This Office believes that the labeled on the plans as can be moved or reconfigured to minitnize the impacts to the
Please revise the plans to minimize the impacts.
? The stormwater discharges at the location on the plans labeled will not provide diffuse flow through the buffer because
. Please revise the plans and provide calculations to show that diffuse flow will be achieved through the entire buffer. If it
is not possible to achieve diffuse flow through the entire buffer then it may be necessary to provide stormwater management
practices that remove nutrients before the stormwater can be discharged through the buffer.
Other
? The application fee was insufficient because over 150 feet of stream and/or over 1 acre of wetland impacts were requested. Please
provide $ . This additional fee must be received before your application can be reviewed. '
? Please complete Section(s) on the application.
?; Please provide a signed copy of the application.
? Please provide copies of the application,
copies of the site plans and other supporting information.
Mitirgatio
?? of compensatory ST+ mitigation is required for this project. -Please provide a compensatory mitigation plan. The
plan must conform to the requirements in 15 A NCAC 2H .0500 and must be appropriate to the type of impacts proposed
? Please indicate which 404 Permit the USACE would use to authorize this project.
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--2220--_ _ __..-.._---2210,_-_-,. '1 i, _ ' ` ~ Rd. _ ri - ~ 1111!
. r_. tJ s ~ ~
_ J__- r , s
_ ~ ~ N _ ~ ? 141!1 W
' \ ra rN O ~ ,
Clara DeBruhl ~ ~s~. _ VICINITY MAP (NOT TO SCALE) ~
PIN X19.07-59-8185 `'c.,. ~ ~ _ Concrete R/w ` Concrete R/W
N46'39 t~3 W 0 \ - ~~naument Found \ D.B. X892 P .475 21.07"~'; 9 Monument Fou d ~ ~
S46'39'03"E N.C. ROUT~fi3--~----_ ~ i o See NCDOT'P-Ions for Project # 9.8130210 f CAF
5.77 E. 22,30 ~ Qj r ~
N46'39'02"W - ~ ti _ >.d 1 + 0 N45' 18'55' W 'P~
_ • 562.86' 559.46' - / - ti N
, 2.52 - _ _ 2200...,_ ~ 'j I ~ \ ~ ti~ 1 ~
\,532'27'3 ~ I 33.85'..'' ~4 - I U
Crete R/W _ a.~._ ~ 2 - Z _ I / I ~ Gravel Parking 0 / i Encroac ment ~ ~.~`1`----2220 I ~ ~ / ~
ment Found - - - - - - - -I - ~Zti^ - - w JAN 1 3 Zp
I ~ I ~ CONNECTIONS FOR THE I T 05 A ;TIONS FOR THE PROPOSED / ~ o
`Lti~~ I r ~ JI ELECTRIC TELEPHON E, p C, TELEPHONE, AND CABLE _ " - I h . M ~ ,J Q 0118 S ,J DENR • WgTE >z
I % TELEVISION UTILITES SHp \ ,f'~ I AT THE PROPOSED ROAD ION UTILITES SHALL BE MADE I •~s~ I Nry ' N ~ DSANDST R QUALITY 9p PROPOSED ROAD ENTRANCE I' 0 ~ ~ D.B. ;r 'ATERBRAI~
' ~ PRIVATE 18' WIDE ASPHALT 'V ~ I / „ ti ~ 223 ~ ~e I ~ ;L z C o---_____--- ~~o ; PIN 9 61
ROAD WITH 18 VALLEY CURB C4 C4 I I
I ' AND 45' RIGHT-OF-WAY 0 ~ ~ 42,824 s . ft. o j q 0.983 acres j 12,824 sq. ft. / ~ ~ ~ ~ I 0.983 acres
i ! _ ;x,;.._42,334 sq. l
I C3 1 ~ . ~ I e• \ i 2 I 3s,o7o sq. ft o~~ ey 0.972 a res I C6 e4~1 I , 41,674 . ft. ~ LEGEND
1 42, 89 s . ft. 0.874 acr ~ f I 0.9 acres ~ 1 ~ 0 n
\ ~ C1 0973 ocres ! a I I D.~o,~ / 22q -i x U a 0, e ~ ~ / ~ COMPUTED & UNMARKED CORNER W
~ 1 44,423 s . ft. q 1 `C) ~ ~ 0 ~ ~ 1.020 acres I I ~ Hain p, i I I 0 5 8 REBAR ~ ~ , D / SET OR CORNER AS NOTED Q
2 \ ~ I ti c \ I o .~°i Buildings ~ ~ Q 5/8" REBAR FOUND OR CORNER AS NOTED Q O~ ~ I ~ ~ '
• I F! I i ~ PK NAIL SET I ~ i ~ / ~ NAIL OR SPIKE FOUND A ,p ~ I S N07ED
~ ~ i -p I ' I i ~ ~ r0i r I i'~. I i~ ~ CONCRETE MONUMENT W/BRASS DISK SET Ll
~ ~ ~ ~ ~ i ~ 1 (CONTROL CORNER = CC) - -tJ.~s I ti' I / ~ I ¦ MON ~ ~ ~
~ o , / ~I I ~ o _ / UMENTFOUND ~ I
~ ~ ~ ~ti 6 I ~ 0~ / ~ TREE (SIZE & SPECIES AS NOTED) ~ n. ALL EXISTING STRUCTURES ry~ ~ i I a.
\ I titi I D ~ Idi ~ c; I ~ I ~ , ~ I TO BE REMOVED i l / n,~ I PP POWER POLE ~ a
\ ~ I ~ ALL EXISTIN ~ I G STRUCTURES , ~ ~ ~ -X- FENCE l' I ~ fl r / I
\ I TO BE REMOVED w~ 250 ~ ! i ~ ElP EXISTING IRON PIPE ~ ~ ~ I I C?
~ A ' ' _~_1__ i _ _ _ _ - - ~ - ' ' , C L CENTERLIN ~
rn o. ~ ~ ~ - - Building . 'o cr ~ I I ~ ` Well ~ R WiIGHT- F- A Well i ( 18'x60' TEE TURN I ~ `V / 0 wAY r- ~
w w \ House . ~ L. ~ o \ I i 'h I House / ( AROUND / r Y I ;y I 20.0 PRIVATE! -E - ELECTRIC POWER LINE Q z
~ ~ B Id' / - r ~ ~ DRIVEWAY EASE NT -T - TELEPHONE LINE ~ U d
~ i ! -SS- SANITARY S W > I I I 90 o I 8$ E ER LINE ~ ~ 1
?2\ • \ ~ o I ~ I ; ; ll~ 0~. r ~ \ ~ ~ I ~ I ~ i 12, 1 sq. ft. WATER LINE , f~ 12, 1 sq. ft 97 ~ 3,042 sq. ft. N I I n 14,249 sq. ;ft. ' ~
~ 103 102 101 81 acres ~ 12 4 s . ft. I 81 acres I 10,896 sq. ft. 0.299 acres ~ i 0.327 ocr~ ~ ® SANITARY SEWER MANHOLE ~ r11 ~
PACK q 13,511 sq. ft. ~ 776 s . f : ~ / \ 0.28 acres I 0.310., acres ~ q \ k~459 sq~~ ft. ti ~ 0.3 re 0.250 ocres I \ ~ ~ = I ` ~ I ~ ~ I ~ i ~ WATER METc : ~ C~a ~ ~ I I
\ ~ 0. 2 ocres ~ I I ( ~ . ~ WATER VALVE fC ~ ~
\ ~ ~ 1 MSE RETAINING WALLS TO I - - - - - - ~ \ ~ Building , - - - T ' I CO 4" PVC CLEAN OUT
BE DESIGNED BY OTHERS ~ ~ Hou
~ / o o ~ ~ I o' ~ ' , - s~ ~ R ,`y a Q, , q( Ko
gg I I , e e
~ ~ ~ ` 12,353 sq. ft. \ ~ \ \ \ L7 O •~0 ° 0.284 acres 'u. O V 12,353 sq. ft. I ; gt 0.284 acres / ~ 10 927 s . g
~0 ~ \ k Cg N ~ 6 ~ Buildings I q I ~ Id,~ngs ~ ~ 0.2$1 oc
G ~ o Dirt' . V ~ ~ I R ~ I / ~ ; 4 .0 ~ 11, 60 sq. ft., ;
~ ~ 've c 1 ~ ~ N ~ ~ ` I 0. 65 ocres s err 'eaa
11,9 sq. ft. , R, ` ~ 11 O ----J ~ ,t,,,4ie4~,4
0.274 cres ~ X90 0 ? / B Idins _ - - - - - - 6 , J 96 - a - - - 11,008 . ft. A ~ I
I 0.2 acres 22jG~ ~ I J I _
`2 l _ I T I I _ - N
. ~ 2?~ v ~ 33 I p , . o ~ ' , 0 ~ 92 ~ N
i 0 \ 1,202 sg. ft. ~ ~ O ~ 1 _ 0 ? ~C ` o \ C X0.257 acres O 11,476 1 0 1j,438 sq. ft. P~
- 11,476 q. ft. ~ _ _ _ 0.263 acres t.' I i ~ ~ 0.263 Gres I ro - - I j „ N
\FF V ~~s X , ~ 0.263 ~ \ ~ ALL EXISTING STRUCTURES o ~ ~ ~ a~
"c TO BE REMOVED \ ~ \ I p I 1 86 , N ~ , PRVATE 18 WIDE ASPHALT - _ _ _ 2,686 sq. f . i {'0 aD
A ROAD WITH 18 VALLEY CURB 0.291„acre~' C.?
\ \ \ ~ AND 45' RIGHT-OF-WAY I o ~ ~ ' U I e0
\ ~ \ ~ ,34 \ ~ I - _ I ~ ! ~ ~t ,
~ w ~ 0. 58 acres ~ ~ 95 ~ ~ rn 10,346 sq. ~tt. I / _ j,.
\ o ~ 32 ~ Id H se ~ , _ _ ~ m t~ • ~ I .238 acres 93 ~ / ~ ~ Q ~
12,964 sq. ft. q 0.422 acres \ ~ \ ~ \ \ ''q 13,664 sq. ft . ~ - ~ ~ r„ Q Q 1- _ ~
_ ,S, ~ ' , ~ 0.298 acres N \ ~ \ \ ~ ' • a 0.314 acres ~ N Q CL ~ 0 ~ ~ - N
2~~ti. I ~ ~ \ ~A ~ ~A ~3 ~ / (Ja 00 Q f"'
?o ~ \ ~ s PRIVATE 18' WIDE ASPHALT ' x230 ` \ L.,
ROAD WITH 18" VALLEY CURB ~ ' ~ ~2\ ` \ \ I 2~~, ~ ~ i` ~ ~ 0 I 12,092 sq. f ~
AND 45' RIGHT-OF-WAY . ~ \ ~ ~ \ I ~ ~ ~ N o 0.228 ocre ~ ~ ~ ~ ~ I ~ N
• - - - - - - - - ~ MSE RETAINING WALLS TO \ ~ , ~ \ I 1 ry ~ r. V 1
'"'r N 0-- BE DESIGNED BY OTHERS 4 .0' ~ ~ \ ~ \ ~ I ~ n' C~ 1V
' ~1 ~ ~ 60 ~ \ ~ \ ' Cy 0 I o N
• ~ I 18,31'}9 sq. 35 0.420' cre ~ 1e,3b9 s ~ . ' ~ o ~ ~ ~ - - - - - - REFERENCE. m ra q• I \ DEED B ~ W ~
\ ~ 0.420 acres r , ~ I ~ OOK 892, PAGE 475 4~ \ 4 DEED BOOK 1224 PA 4 ~ \ r~ I GE 90 S~ ! N
_ , . _ 3,1 _ I 0.387 acres • 0 0 15,8 sq. ft. I ! C?
m 0+ 11,367`s~ ft. 2240 2? I 30 3 "2 s ~ ro ~ 0.261 acres ~ ~ \ "J~ l , o.3s~acres I AREA: ~ ~ I a
0 12;210 s t. ~ \ ~ I~ . N ~ 0.280 res J \ /i / ~ I 84 52.975 ACRES BY COORDINATE COMPUTATION METHOD ~ ~ ~ Cv 12,097 sq. ft.
o ip ~ ~ , ~ ~ Ao ~ I 0.278 acres kL1 ~s I X \ SURVEY NOTES:
MATCH LINE B f i -~~J_ \ o ~ o o I
a ~ \ _ \ \ ~ ' ~ `s \ t'\ MATCH LINE B ' REFERENCE A BOUNDARY SURVEY FOR LEICESTER VI \ I LLAGE, LLC BY q \ ~ ~ \ DAY ENGINEERING SERVICES, PA DATED SEPTEMBER 25, 2004, Lt_ w
1 ,rye _ 22 ~24~ ; \ \ ~ ~ ~ DRAWING N0. 92504-2. ~ - ~
. j \ I I \ ~ ~ "TOPOGRAPHIC DATA PROVIDED BY BUNCOMBE COUNTY d
~ ~ ~ \ L ~ ~ ~ ~ \ 6 ~ I'} - - - - _ - TECHNOLOGY (GIS) DEPARTMENT. ELEVATIONS BASED ON NGVD 29. ~ I ~ \ D } \~''~2 8,364 sq. ~ +
i O ' ~ 3 ' ~ t) 23 \ S ? \ I 0 \ .422 acres X d' THIS SURVEY IS OF AN EXISTING PARCEL OF LAND. ~ ~ ~
30 ~ a ~~p o~ ~ ~,wY 36 , 2g t ~ _f 12,630 sq. ft. ~ 1 I 2gp I \ \ ~ _ ~ 'THIS PROPERTY IS NOT MAPPED IN A SPECIAL FLOOD HAZARD ~ ~ I 0 ,
~ 14,368 sq. ft. o N ~ 0+ 0.290 acres a ~ / 0.330 acres , I ~ ~ ~ \ \ r AREA. I I A -
o O ~ - ~ A_ ` V ~ Z 3 ~ • THIS SURVEY IS SUBJECT TO ALL APPLICABLE EASEMENTS ~ 11,538 s ft. '
d I 22 , ~ 60 I I A m ~ RESTRICTIONS AND RIGHTS OF WAY OF RECORD. V I ~ I' / ~ .265 ocr~gs ~ ~ D
41 I ,o cn N U 2 4o''~n~ f+ I ~ 1 ~ 1 ~ \ ~ 'ALL AREAS COMPUTED BY COORDINATE COMPUTATION METHOD.
Day. • THIS PLAT DOES NOT SHOW ALL THE IMPROVEMENTS WHICH MAY
Engineerin g EXIST ON THE PROPERTY. ONLY THE IMPROVEMENTS LOCATED ARE SHOWN.
Services PA m m
. ~ 1"A ,A nnrr~ niTr n~ w . ~ ' NO HORIZONTAL CONTR01 F(lI INII wITHw 9nnn' f r~'~/~~. fit.), nur nn n n n~ rn gyn..
MNLIyMULU N I t rLRIN
a 0 PIN 9619.07-59-8185
1 50' C2 r LEICESTER TOWNSHIP - BUNCOMBE COUNTY, NC 0 Day Engineering Services, PA, 2004
CL 0' 50 100' 150' 200' 140. DATE REVISION DESCRIPTION {
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sm- r aJ

PVI STA = 13+21.50
PVI ELEV = 2310.03
A.D. _ -2.0000
K = 10.0000
2330 20 0000' vc
a.
- _ - o - - 2330
- o O
~ _ . o~_
2320 _ - ~-M ~
+ p-~ N ~1l1 r`) N_~ W
w-U ~ 2320 ~ U U-W W
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2310 - - - - - - ~
- ~ - - - - PVI STA = 10+27.75 2310
- - - PVI ELEV = 2274.78 _ Q'
- - A.D. = 4.0000
- K = 10.0000 -
2300 -
_ 2300 PVI STA 8+49.22- _ - CUT
-PVI ELEV = 2260.50 - ~ - -
A.D. _ -9.9638 r- 2 _ EXISTING GROUND
2290 - - K = 10.0000 ro + N -
~ ~ p N_
X53 o ~ 2290
_ O- N U U-_ FINISH GROUND
- - - N ~ W - U _ W w ~
2280 O ado- U ~ 0
- - PVI STA = 6+50.08 of ~ m m ate. rn ~
- - PVI ELEV = 2224.72- - - , - - - - - - + N _ 2280 - N - ~ Q
- - - ---A.D. = 25.9638 -
- K = 10.0000 PVI STA = 3+68 - - - - U U - _ Q C
2270 - - _ PVI ELEV = 2247.29 - - - I - -ww - _ _ a~ C?
A.D. _ -18.0000 - _ c - Q ~ d ~ O ~ $ O - U U1 a.
- - K = 10.0000 c - ~n- _ 2270 ~ a
_ ~ -c ~ - - I p) ~ -p ~
- - co o-- ~_r 00 O-+ N 0~- ~ I
2260 - ~ - + N- I\ W ~ i
_ I~ N_~ ~ > W r m
~ w m m 2260 Q _
0) ~ ~ U U- 00 N ~ O > ~ ~ ~ W W U U p U W W J - - Q I
_PVI STA - 0+91.50 + ~ N ~ - - O 0
PVI ELEV = 2219.64- cv N cn N --N ~ _ 2250 , ~ N ~ w o ~
A.D. _ -20000 U w- W_ ~ N ~ - ,1g• - ~ d 0 ~ }
K = 10.0000 m ~ W ~ N z r. m J 4 2250 ~ N z z
m w _ 0 ~ ~ w LL ~ CC .j _
U U PVI STA = 0+08.57 > > - _ a ~Gliro~~p U
_ _ m m PVI ELEV = 2209.69 - - FlNISH GROUND ~ 0~~`'"~QESSIp''~~~ ` PO tiq.,,ti
- o - - - CUT
A.D. F 14.0000 ~ ~ 8 - CUT _ oy,~ - - 2240 ~ s~Ai
K = 0.4286 0 ~t-~ o - - - ~ ~-O N - 2619 - - -
6. '_YC- Tao=+ N - Dp ~ N - _ ~ tt- 4
+ N-.. - - C 0 _ -
2230 o N-(!l v - Q°Jo (~N~` G
~ ~ r to U U-w w FlLL u7 ~ ~?=o m m- - / ~ 6
ui ~-o 2230
0 0 - + N +-N IXISTING GROUND 'ING GROUND
O N O-N - - N
2220 vi w ~,w- - - FlNISH GROUND - - - _ N -
W-L>i1 - m m - - - ~ -
- EXISTING GROUND - - - - _ 2220 - _ n CV
- -~Z~ - _ V ~
-2.0% _ -
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N 221 o L~
-
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2200 ~ ~ ~ ~
~ ~ - ~ ~ _ ~ ~o ° ~ _ ~ ~ ~
Q ~ N
2190 - - L w ~ W ~ N Q ~
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 A' U ~ ~ ~ W ~
6+50 7+00 7+50 8+ 50 ~ 8+00 8+50 9+00 9+50 10+00 10+50 2190 ~ ~ 11+00 11+50 12+00 12+50 13+00 13+50 ~ N ~
14+00 ~
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S 7- OF 3

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7
d
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232 2320
~
231 - - _ _ PVI S ~A = 9+63.94 2310
- PVI ELEV = 2269.80
A. D. = 7.0000-
K = 16.0000 w~
230 - - ~ ~ u 2300 w
- - - ~ ~
o N
+ rz[ Q
229 O N _1 D N 2290 0. 4 'i r W > ~ ~
tip U Flo ~ W p > > 0' a ~ a~. I
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227 a
2270 - O ¢ a d
fl ~ ~ ~ ~ ~ - :Z CA - N Z r
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~ ~ ~ J ~ _ a O U
226 - _ PVI STA = 3+08.20 - - - 2260 '~°~n
PVI ELEV = 2217.34 - - - , - - - - GARS ~ , ~~`~0~"'MESS!"',,,
' A.D. = 16.0000 ~ - / ~ Q ~iy 7 ''s
K = 16.0000 - / ~
cur a
225 EXISTING GROUND 2250 4,.
~ ~~/o a
_ FINISH GROUND p 8' N ~ ~ ~
- --N FILL ~ ~ r; - i~ ee~
CO N ~ N + N N - - ~
224 ~ N ~ N 2240
' ~ W (%j W ~8 j U_ U_ N _ _
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° 219 - - - - N ° 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 - 2190
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D SUBJECT e~ - 7 ~ _ ~ RADI»S PROPERTY oiF
\ „ --2240 ARC lEf~ a`' ins _ - CHORD BEARI ~
_ \ ~ _ , . v, w . _ J i,~,__ _ _ `.~,1 CHORD DISTAN Roberts Rd.
--2220---__ _ _ - ~w¦
_____.__._._.2210 _ ~ ; _ - _
~ -
_ - y \r `SQ i ~ N r
, ~ ti n~ ~ W ; s, p ~
? c?? VICINITY MAP NOT TO SCALE ~
o
~ 0 ~ ~ _ Concrete R/W
p --~doaument Found N46'39'63"W p MP. GRAVEL ` ~ N.N. ROUT~63----___ ~ ~
INV=2200.00 226 L.F. OF 42° CMP TEMP. GRAVEL 21.0T`' ; INSTALL CLASS 2 0 5=1.94% __;21 CONSTRUCTION ENT INSTRUCTION ENTRANCE OF See NCDOi`' P4ons for Project ~ 9.8130210 ~ ~ F0 ~ ~
S46 39 03 E , RIP RAP ~Z30 i ti
v , 5.77' TIE! ~ 0'Q~. ` N45'1855 W ~
N46'39'02"W ` ~ 1~1 INV= 221; ~ 562.86' _ Cl~ INSTALLC _ - - INV= 2212.13 559.46' ~ / /
, ` ~ .01'~r~r _.L ,r~.. RIP RAP ----2200,..... INSTALL CLASS 2 I ~ 0~ ~ ~ RIP RAP ~ f ti~ r~ i' I /ti
S 52.52 _ I , ._._--3~.~~._, _ 32. ~ , > I ~ ~ I Gravel Parking 00
2I li,. ~ 0 ; , 34 ~ _ _ ~ s ) _ 1 1` 44 L.F. OF ~ ~ ~ ~ _ 2 - 44 L.F. OF 42" CMP Encroac~(ment ~
- - _ , 0 S=14.25 Crete R - "`N „ = I ®S 14.25% 220- i w ,z ~ ~ ,o o ~
ment Found y---''~ I -•""'f t / r~ 1 ! ti ~ ti CURB INLET _ , cuRB INLET ~ James L I _ ry 9
q;~0 CURB INLET T. ( CATCH BASIN ~2 N r O CATCH BASIN ~2 I ,i, I ~ ~ D.E
~ I CATCH BASIN ~1 TOP=2212.36 \ I TOP=2211.89 _ TOP=2212.36 ~ ~ / - ry~ INV=2za5.BS /~-1--223p ~ I / z PIN
~ I INV=2204.39 INV-2205.86 ' ~s.~.~ j I ~ ° ~ C4
~ 42,824 sq. I ~ i ~ C4 / / ~.I i I ~ 42,824 sq. ft. ~ ,
' I 13 LF• OF 18" CMP ~ o 0.983 acre: ~ I 0 S=11.31% ~ , f,. ~ 0.983 acres I / I LEGEND
/ ~ ~ ~ ~ I C3 / o C6 y ~ - L'~.972 acres • , ; _ ~ ~ 41,674 s(. ft. ,1 ~ I
I 38 070 s . ft h ~ ' ~ ' ~ 0.9 acres p'~ Q COMPUTED & UNMARKED CORNER F-
\ ~ - ~ 42,$$9 sq. ft. I 0.874 acr ti 0~~ ° r~ 1 C) 0 ^ ~ ~ti2 ~ / 0 5 8" REBAR SET OR CORNER AS NOTED W ry, ~ I / ~ / ~ /
~ ( 0973 acres N N 7 ~ 0~ s C1 I TEMP, SEDIMENTATIO BASI #1 a 0 I 0 ~ I ~ I Q 5/8" REBAR FOUND OR CORNER AS NOTED U
? 44 423 s . ft. ~ DRAINAGE AREA=0.376 0 ' 9 I ti~ ~ PK NAIL ET ~ I .ti 4 ~ 4 D s ~
p ~ 1.020 acres I ! DEPTH= 3.0' ~ I ; ~ ~ j I ~ NAIL OR SPIKE FOUND AS NOTED I ~ W ~ ? CONCRETE MONUMENT W/BRASS DISK SET Z
I i i~ I 13 L.F. OF 18° HDPE : ~ TEMP. SEDIMENTATION BASIN X20 - ~~`3~~ ~ / ~ I d - ;t", I I (CONTROL CORNER = CC) p DRAINAGE AREA-0.371
I / _ I. ~ I / I ®S-3.85% ~ 0> ~ . _ ,0' I ~ ' ~ MONUMENT FOUND p,, DEPTH 3 ~
I ~ ~ TREE (SIZE & SPECIES AS NOTED) ~ W 0
? 0 o i I ~ y I - / I ` ~ /J. ~ PP POWER POLE ~ Lu a ~
a ~ I I CURB INLET a I 4 CATCH BASIN ~3 i q ~p I o ~ ~ / ' ~ Q ' / ~ ~ ry -X- FENCE
CURB INLET $ I TOP=2222.31 ,tip f LIMITS OF DISTURBED ~ EIP EXISTING IRON PIPE I i I d. i
CATCH BASIN 4 ~ INV=2217.31 ~ ~ I~ ~ I I I ~ _ . ~ AREA ICAL ~ I 250 - ~ ~ ~ I C/L CENTERLINE o
TOP=2222.31 ~ i '"M / INV=2217.81 ` S,~ I , I N ~ ~ /2 I r' I ~ m _ _ II L----- --•~--------1-- R/WiIGHT-OF-WAY
1 ~ - ---1`-- - -h ~ ~ r ~ > - - 7 ~ r 1 -E - ELECTRIC POWER LINE u i m ' ~ ( l
o _ \ ~ CURB INLET \ ~ I ~ INV=22 .00 I T- x CURB INLET ( i -T - TELEPHONE LINE Q z
'o v' I i~ CATCH BAST w ~ f "S ys \ \ I 35 L.F. OF 18" HDPE I ~ TOP=2240.5 CATCH BASIN 11 INSTALL CLASS 2 I p U i I I RIP RAP ' -SS- SANITARY SEWER LINE J TOP=2240.56 ;2;;5~ I C ~ i
~ ~ \ ~ 0 S=23.74% ~ INV=2236.0E a I ~ I ~ \ a j I INV-2236.06 I ~ I I -W- WATER LINE o 0 ~
I I gp o I( 88 0 ~ a I ~ ` ~ 4 4 s ft. SANITARY SEWER MANHOLE ' a_ 13,042 sq. ft. a I ~ 1 ,2 9 q ® ~ „ ~ a.
\ ~ I 0 \ ~p . 'qs ~ I I 12,2 1 sc 12,2 1 s ft. I " 97 N 0.327 ocr ' ~ fr WATER METER 0 ~ r ~ Q I q 10,896 sq. ft. 0.299 ores I ~ z T- m ~
`~s \ ~ 103 ~ 102 101 81 ac \ \ 13 511 s . ft. I I 0 81 acres ( r I 4 WATER VALVE ~ ~ ~ Z ~ 0.250 oc es ~ I I - m ~ ~ ~ w
PACK gib, 12,4 sq. ft. q 13,776 sq. f$! MSE RETAINING WALL 4 9 f ~ ; ~ 0.28 acres ~ 0.31 a acres ~ ~ 0.316 acre 1 I ~ ~ 46 LF. OF 18 HDPE I o d~ 13 L.F. OF 18• HDPE ~ O S=0.8071 I I ' CO 4" PVC CLEAN OUT d o O U
J 5 s~ , 0. 2 ocres ~ I ~ - _ TEMP. SEDIMI I 0 5=3.85x - - ~ TEMP. SEDIMENTATION BASIN ~8 - - - - - I
\ ~ \ INV=2209.00 w 30 L.F. OF 18° HDPE DRAINAGE AR 1 INSTALL CLASS 2 ~ - v - DRAINAGE AREA=0.510 CURB INLET ` ;f 1 ~M uiiui~~~~ ~ II
~ ~ V \ ~ RIP RAP 1 ~ ®5-0.93% 1 DEPTH- 3.0' ~~2~.8fl ~ V ~ ~ ~ I N N DEPTH= 3.0' I CATCH BASMI X18 I i . - y~`;B` CA TOP=2260.37 r J "~"'o,,,C~ CURB INLET o, EROSION CONTROL LEGEND . ~ Q s
1 ` # 1~S ~ ~ ~ ~ ~ i`~07 I CURB INLET INV=2255.37 ~ I CATCH BASIN #17 I N N s
~ ~ ~ ` CATCH BASIN 10 99 \ \ Q # I 99 TOP=2260.37 I ~ 12,353 sq. ft. I _ 1 ~ 91 ~ 11
\ ~ TOP=2240.78 0 12,353 sq. ?2~ \ O INV=2235.78 ~ a 0.784 acr INV-2255.87 t .r 0.784 acres ~ I 10,927 sq. tt. I I SILT FENCE ~ a I ~
\ ~ ~ 75 L.F. OF 42" CMP ~ k ~ ; ~ 0.251 acre ~ 8 , r ' ~ D~ TEMP. SEDIMENTATION BASIN ~16 ~ I 11 60 ~ LIMITS OF DISTURBED ~
' ®5=5.24% ~ ~ ~ 0 S=10 "HDPE - ~ . ' 50 LF. OF 18 DRAINAGE AREA-0.220 I I Q~e'~ ti 0. 65 a I HDPE CULVERT PIPE Mf lµ,~. ~ 0 S=10.0871 ¦ 3.0
\ ~ ~ ~ ~ ~A s 1 ? cv DEPTH _ _ J N i F`. C~~;atF . ~ 96 - - - - - ` - ° CATCH BASIN CURB INLET ~y~nnHU"'"M
~ ^ ~ O , 11,9 sq. ft.~~. N / _ II ~ / - -----~J 11,008 ft. ~ I
- INV=2207.73 0.274 cres ~ 'I \ CURB INLET I 0.2 acres TEMP. SEDIMENTATION BASIN X15 I RIP RAP
INSTALL CLASS . ` C RIP RAP I , ~ ~ C DRAINAGE AREA=0.135 I _ CATCH BASIN ~9 I - ~ , . r- ~ Tti
\ o II ) TOP=2235.62 CURB INLET ~ DEPTH= 3.0' I , ~ ~ ~ TEMP. CONST. ENTRANCE ~ I CATCH BASIN #15 ~ I ~ tea INV=2229.12 92 0 ,
LASE REUN~NNG WALL ~ ? ~ 33 1100 LF. OF 18" HDPE , o,~\ ` I TOP=2272.03 0 ? ,'I ~ DESIGN CONTOUR .--2016 f~~"
?~0 \ ? 1,202 s . ft. ®S=6.67% \ O \ q I . 1 O INV=2267.03 1 1,43,8 sq. ft. N 0.263 acres I q _ - j / SLOPE DIRECTION -~j ~ r , 11,4 6 . ft I _
CURB INLET a 0 \ aS \ \ .257 acres 2~ O , 11 - a ~ ~ . TEMP. SEDIMENTATION BASIN ~7 JS CATCH BASIN 5 - F 1' .26 cres I N - - 2 8f ~ I q0 ~ 13 L.F. OF 18" HDPE ~
- oc` \ F '~s, DRAINAGE AREA-0.333 ~ ~ TOP 2127.07 - r, ` DEPTH= 3.0' I o ~ 0 S=3.85% I 8 cD ~ 2,686 fj. ~ ~
INV=2222.57 \ \ . 0 ~ I V ~ ~ CURB NiIET ~ - - - - - ' - - 0.291 re '
\ ~ ` I 41 LF. OF 24" HDPE TE]AP. SEDMAENfAT10N BASIN #18 INV=2217.81 ~ \ " 0 S=21.15% I GTCH BAS91 #12 CURB INLET 0~ ~
~ ~ h~ ~ NAGE AREl1=0.282 R y/ INSTALL CLASS 2 t'~, TCH BASIN 16 I y ~ ~ V I MN=2241.10 ~ ~ s o TOP=2272.03 I ~
DEPTH= 3.0 \ ~ RIP RAP \ I \34 , ~ 97b s . ft. ~ TOTAL LIMITS OF DISTURBED ~ 95 -INV=2267.53 ~ _ o I I <a AREA-26.11 ACRES ~ ra G
~ INV=2220.45 0. 58 acres p ? s ? 10,346 sq. ft. , ~ ~C ~ ~ ~
w TALL CLASS 2 ~ ~ ~ m ~ ~ ~ 32 ~ INS ? ~s \ RIP RAP ? ` ~s ~ ' I e .238 cres, ~ 93 _ ~ ~ ~ ~ ~ s -_,..°Og 13,664 sq. ft. ~ - ~ N I-
N o 2 ~ ~ 18,366sq. ft. ~ ~ ?0 " - ~ 12,964 sq. ft. ~ 0.422 acres \ ~ ~ ' 48 L.F. OF 24 HDP 72 L.F. OF 18" HDPE 0.314 acres ~ L.F. OF 24 HDPE ~ ®S=3.03% I / ~ ~ ~ ~ F--
~ ~ \ N ~ 0 S=1.60% 0.298 acres ~ MSE RETAINING WALL ~ N ~ ~ S=1.60% j o CURB INLET ~ ~ ~
0 ~ ~ ~ 0 33 LF. OF 18" HDPE't., ~ ~ ~ ~ SF ;A i 1~ v I ~ Na " ~ CATCH BASIN 13 I ~ _ CO Q W ' ;A ~ ~ ~ ~ `a = . TOP=2269.35 85 ~ ~ ~ ~ ~
0 S=12.91 % ~ ~ 13 L_F. OF 24 I 13 LF. OF 18° HDPE ~ ~ ~ ~ CURB INLET ~ ~ ~ ®5-3.85% 13 L.F. OF 24 HDPE 0 I N N ~ ~ ® 5=3.85X ~ ~ ~ N INV=2264.85 I 12,092 sq. ft/ Cif
0 S=3.85% a CATCH BASIN #8 ~ § 'CURB INLET Q - - - - - - - I 0.278 acres ~ ~ ~
~ TOP=2234.89 ~ \ Cl 1 # ~ CATCH BASIN #6 INV=2229.89 ~ C~ INLET C I a` 41 LF. OF 18~ o ~ ~ CURB ~ (tip , I ~ ®S~.027i I •"i CATCH BASIN #7 , /
a - - - - - - ~ TOP=2227.07 ` ~ ]L INV=2222.07 1~•, ro ~ TC - 9 ? ~ ~ I~ TOP-2234.8 I
LIMITS OF DISTURBED J4 ~ ya; A9.--~ I ~ . \ N p IM ~ INV=2217.63 \ ~ W INV=2230.39 ~ ` ~ CURB NdIET o • Cv I O ~ ~
AREA (TYPICAL) ~ ~ ~ 3 \ ~ INSTALL CLASS 2 \ ~ F ~ RIP RAP V ~ 18,3b~ 38 L.F. OF 18 HDPE CATCH BASIN /14 ~ ~ t.~ 60 = \ ~o TOP=2270.59 I N w _ _ _ _ REFERENCE. ~ cv o
1 h I 18 3b s ®S 4.5571 0 r N aa;7 c0 9 q ~ INV=2266.09 , DEED BOOK 892, PAGE 475 ~ ~ ,.1 0.420 acres ~ ~ I I DEED BOOK 1224, PAGE 490 ~ N ' f Q
NCE ~ 1 V I`~~."~ 16,853 sq. a N N , SILT FE (T1fP) ~ . p N ` INI
~ F 3. I 0.387 acres, N W N s ~ ~ , IN. t ~ _ - 11 362 §'''ff. ~ - 240 3 Rlf N INV-2220 ~s o 5, ~ AREA: ~ ~ ~ INSTALL CLASS 2 I S .3 c I `
~ u 1 0+ d I 0' ~ \ c A m S 0.261 acres PTT TH ~ ~ RIP RAP I _ I 84 52.975 ACRES BY COORDINATE COM U A ION ME OD INV-2263.12 12,097 sq. ft. W
i 12,210 s a ~ ~ ~ MSE RETAINING WALL INSTALL CLASS 2 `,I I .-1 o.27e acres SURVEY NOTES: ~ 1 RIP RAP ~j I
° ~ 0.280 cres I 75 LF. OF 42 CMP ~ ~ <<? II a ~ 0 S=4.15% ``d v- o . U' . C N \ ~ ~ ~ S
MATCH LiN ~ - _ _ ~ o ~ \ N _ _ \ ~ i ~s MATCH LINE B * REFERENCE A BOUNDARY SURVEY FOR LEICESTER VILLAGE, LLC BY Q ~ - ~ ~ \ \ I DAY ENGINEERING SERVICES PA DATED SEPTEMBER 25 2004, u-
N ~ -rte - - _ I~ ~ ~ DRAWING N0. 92504-2. ee''
a ~ry ' - _ ~~S ~4c ~ ~s I / CURB INLET * TOPOGRAPHIC DATA PROVIDED BY BUNCOMBE COUNTY
c J u • ~ ; u~ ~ 267 L.F. OF 18" HDPE ~ ~ 181 LF. OI ~ ' ~ I TEMP. SEDIMENTATION BASIN II5 0 5=12.0E 3 ~ 0 S=8A9% - \ ~ \ ~ I AS ~ ~ ~ `CATCH BASIN TECHNOLOGY GIS DEPARTMENT. ELEVATIONS BASED ON NGVD 29. 161 L.F. OF 24" HDPE ~ 61 ~ ~ D - ~ ~ ) \ ~ ~ TOP=2311.58
CURB INLET I DRAINAGE AREA-0.30 ~ 0 5=12.00% \ ~ 8,36 Sq. `~s~.c' ~ INV=2306.58 * THIS SURVEY IS OF AN EXISTING PARCEL OF LAND. \ .z23 \ ~ u, ~ ~ O \ .422 mcres ~ ~ n
i I _ ° CATCH BASIN #23 j ~ DEPTH- 3.0' L TOP=2248.67 c .3 _ I 30 I 36~ ~~A ~ O \ b J' ~ I ~ 44 L.F. OF 18 I 2? I \ ,n ~ = THIS PROPERTY IS NOT MAPPED IN A SPECIAL FLOOD HAZARD
INV-2244.17 ti ~ r ~ 12,630 s ft. ~ p a 2 q• I 14 368 s. ft. C R~ CURB INLET \ \ I 0 ~ a ®S=19.89% AREA. CATCH BASIN X33 I ~ TEMP. SEDIMENTATION BASIN ~9 F- ~
s 0.290 acres q `~<S 1 ~ ~ 1 0.330 acres S~ II i9 83 _ \ - Z s * I RV I J CT TO A L APPLICABLE EASEMENTS TOP 2257.11 "<t e:; \ ~ DRAINAGE AREA-0.932 ~ TH S SU EY S SUB E L ,
"o c cn ` / ~ ~ \ INV=2252.11 DEPTH= 3.0~ ~I, ~ ~ (1'~ 1,5 s I RESTRICTIONS AND RIGHTS OF WAY OF RECORD. \ 55 a I I~ / D 2 c
° c ~ ~ I 226 13 L.F. OF 18" HDPE a ~ / i I ~ ~ ~ * ALL AREAS COMPUTED BY COORDINATE COMPUTATION METHOD. .
a • ai * THIS PLAT DOES NOT SHOW ALL THE IMPROVEMENTS WHICH MAY
v t Day EXIST ON THE PROPERTY. ONLY THE IMPROVEMENTS LOCATED ARE SHOWN.
v Engineering
Sernces PA f * NO HORIZONTAL CONTROL FOUND WITHIN 2000'. PIN 9619.07-58-1320
~ A nTnnl? A 1AlATEI-I1 I'll A AI
i Vl J 1 Vri1v1 vvM i Crl rLMIv FIN yb I y.U /-Sy-iS I ISM
T LEICESTER TOWNSHIP - BUNCOMBE COUNTY, NC 0 Day Engineering Services. PA, 2004
1 "=50' o , O, 50, 100' 150' 200. N0. DATE REVISION DESCRIPTION
T Y
CL 2 SCALE : 1 = 50' SHT 1 OF 38
Q.
Drawing name: S:\DAY_LEICESTER VILLAGE\CIVIL\ORG. DESIGN\dwg\Cl-Site Plan.dwg Nov 18, 2004 - 9:00om

CONCRETE BLOCK CATCH BASIN
No. 5 WASHED STONE FlL1ER _
- •1 ~I; /I/ ~ ~ I ~ o ew
~i METAL POSTS i
¦ ROADWAY T lie
I~ - r SEDIMENT STORAGE VI
GALVINIZED I zoNE NOS: HARDWARD WIRE _ i. AT END OF PROJECT, CATCH BASIN R\W OR Q Q OR R\W PROJECT, CATCH BASIN CAN VARIABLE R\W
EXTENDS TO BE RAISED AS NEEDED PLUGGING 0 COURSE OF BLOCK WITH MORTAR. S NEEDED PLUGGING OPEN (LOCK WITH MORTAR.
TDP of eox I UI T A A STANDARD VARI BlE
2. RISER CAN BE BUILT AS A STAND/ - - ~ ~ CATCH BASIN/JUNCTION BOX (WITH EB L S /JUNCTION BOX (WITH ~ ~
WEEP HOLES) AND BE UTILIZED AS SUCH WHEN PROJECT IS STABLE. AND BE UTILIZED AS I 'ROJECT IS STABLE. ~•w1 I
CULVERT 03 / plpE t~' GALVANIZED HARDWARE ClEANOUi & 5 5 ^ 2 2' 5' S' WATER METER SIDEWALK UTILITY UTILITY SIDEWALK CLEANOUT & WATER METER
CLOTH W/ 1/2' GRID STRIP STRIP !
PgNT OF R ~ . C OWN 2.1 MAX. CUT SLOPE
PERSPECTIVE VIEW SAME AS OTHER SIDE 1/4' ; 1 1/4" : 1' ~ _ - m
T- ~ 2:1 MAX. FlW SLOPE
_ ? TELEPHONE ~ i
GALVANIZED HARDWARE CLOTH 1/2" X 1/2' GRID - SEDIMENT STORAGE ZONE ~ CONDUIT ~
(TOTAL BASIN CAPACITY) FLOOD STORAGE ZONE COURSE OF BLOCK LAID SIDEWAYS ON 3 SIDES OF CATCH BASIN GAS (SOUTH AND
_ FLOW - MINIMUM 10' BETWEEN WATER AND SEWER UNE WEST SIDE )
_ 1.0' WATER ELECTRIC (NORTH & EAST SIDE) CONDUIT SANITARY SEWER
FLOW FLOW CULVERT 1.5' - ~1 - PIPE
1 c ~f
# 57 WASHED STONE ts' - -
- CONCRETE FOOTING PAD CROSS SECTION ~ -THERE SHALL BE AN 18" VERTICAL
No. 5 WASHED STONE FlLTER LAID AGAINST HARDWARE CLOTH (t : 1 MAX. SLOF 0TH (1 : 1 MAX. SLOPE) N.T.S. SEPARATION BETWEEN WATER AND I SEWER LINES
CLEAN OUT POINT (1/2 DEPTH SEDIMENT STORAGE ZONE) -WATER AND/OR SANITARY SEWER LINES
SHALL BE A MINIMUM OF TWO (2) FEET FROM THE EDGE OF THE CURB
SECTION VIEW AND GUTTER W
PR TECT N AI - ~ET 0 0 DET ~ STANDARD CATCH BAS N IN 0.
CAS CH BAS N RISER FIETER DETAIL STANDARD STREET CROSS SECTIONS
N.T.S W Q
N.T. N.T.S a I I
~ > I
J F-; °z ~
8' MAX. VARIABLE AS DIRECTED BY THE ENGINEER ~ ~ I
4,000 PSI CONC. SLAB ~
p
Ri -Ra A?ron Ener V Dissi ater MIN.12-1/2GA. I- / ~ INTERMEDIATE -1/z cA. ~ r EDIATE \ } i
for Storm water Out et Protection MIN. tO GA W1RE5 LINE WIRES I-2 ASPHALTIC CONCRETE F r Y ~
4, . Q S 6" t] U
, FINISHED GRADE - - - - ~ j
Notes ' - ~ GRADE ,RADE ° 0 ~
7 - - - _ _ A ~ A = - ' ° ~ A I. Apron lining may be ~ - - r ~ 0_ N ~ a fB ~ 0_
-a rip rap, grouted rip rap, - _ O Z r F_ I °
~ , ' ~ ; y4 or concrete. ::.r o a ~ ~t _ _ t~ ~ ~ W _ ~ CC J I
2. La is the len th o - f - _ 9 d ~ D U
the rip rap apron. - - ',,,p1 ilslli _ 8" COMPACTED NCDOT ,~~`,~N R~ k
FRONT VIEW 3. d = 1.5 times the ABC STONE c'~ 'hk,,, ~
Plan maximum stone diameter P I a 11 woOD OR
but not less than 6 srEEL Posr COMPACTED SUBGRADE i
IFlCheS. La WOVEN HARE FABRIC 9
La SILT FENCE FABRIC 4. Dimensions and spec- -=.t 10' INTERVALS IN CONCRETE CU@B. _ ? Q- y ~
ifications must be "I ~ o INTERVALS AND AT RIGID STRUCTURES. E~; ~ u w w \ s~
i determined by aPProP- , ~ ~ ~ FILL SLOPE e~~ ~ ~,r, AI L "4p~ F. GQ,,,,~
riate en ineerin t~ ? FENCEEFULU ERS,~USE a' g g ~ No. 57 WASHED STONE method. -USE SILT FENCE ONLY WHEN DRAINAGE AREA iv AS AN ANCHOR NMEN 'ENCE FAILURES, USE f~ginlu~a`` Jo. 57 WASHED STONE.
„ DOES NOT EXCEED 1/4 ACRE AND NEVER IN ro v r'GRADE FENCE IS PROTECTING 45 AN ANCHOR WHEN SILT -ENCE IS PROTECTING n
Section A-A d 50 =MINIMUM STONE DIAMETER = 4 AREAS OF CONCENTRATED FLOW - - = CATCH BASIN. INSTALL SYNTHETI d MAX =MAXIMUM STONE DIAMETER = 6" INSTALL SYNTHETIC :ATCH BASIN. !~l
FILTER FABRIG APRON THICKNESS = 9° FILTER FABRIG b - s" MIN. covER (V
EO = 9' i OVER SKIRT Section A-A " f'~ i
*INSTA = ANCHOR SHIRT AS LL RIP RAP AT INFLOW AND OUTFLOW END OF PIPE. DIRECTED BY ENGINEER
n ~
. _ SIDE VIEW rn i~~° ~ V/ ~
Pi e Outlet To Flat Area Pi e Outlet To Well-Defined Ch annel p P C.~ W
With No Defined Channel STANDAR T MP RARY D E O S F LT NC DETA U I~ ~ 1IA~LEY CURB DETAIL ~ ~
N.T.S
~I.T.S ~ ~
N ~ a c~
~ SHALLOW TYPE INTERMEDIATE TYPE (4'X4') DEEP TYPE 5'X5' ~ ~ ~Q
ASPHALT OR CONCRETE NQTE i0 CONTRACTOR:
-RESIDENTIAL DRIVEWAYS TO BE 12' TO 18' IN WIDTH. TO 18' IN WIDTH. (5 FEET OR LESS IN DEPTH) (5 FEET TO 20 FEET IN DEP1H) (OVER 20 FEET IN DEPTH) ~ ~ ~
50' MIN. -COMMERCIAL AND INDUSTRIAL DRIVEWAYS TO BE A %/~i = MAXIMUM OF 36 FEET WIDE. :WAYS TO BE A _ _ _ ~ W ~ ~„a _ ~ ~ ~
BRrVewAY:w ~iFI~RS SIDEWALK STANDARD N ~ M OF 4000 P.S.I. STEPS 16° REINFORCED ~ ~ ~
lO' MIN. -ALL CONCRETE SHALL BE A MINIMUM OF 4000 P.S.I. L c~ -REINFORCED ON CENTER 36" CONCRETE CV ~ 1.~ ~ rl CONCRETE SLAB
-ELEV. "B" MINUS ELEV. "A" EQUALS 1 INCH. ~ 1 INCH. - SLAB C'a ~ Ci 36"-f ~ W ~ r 36 ¢n
6" ~ 48 1.,,, 60° STANDARD nn11 W STANDARD STEPS 16" ~
25' OR WIDTH OF CONC. DRIVEWAY DRIVEWAY BY OTHERS EXISTING PROPOSED STREET, APRON w/6" MIN. W/ MAX. RECOMMENDED Gf 3Y OTHERS I , ~ sTEPS 16° oN oN CENTER s" fl? ~,I MM D GRAD ECO ENDE E CENTER MIN. f
ROADWAY CLEAN STONE (NO. 57} WHICHEVER IS THICKNESS 6" • - . i J ~ I_ _ MAX Q,1 ~ ECT
GREATER. 5' M W
B 5.5' - _ a ^j. `MIN. 6" WASHED ~ LL.
~ I 12' MIN. k~s~ _ _ k~6 STONE BEDDING MIN. 6° WASHED - 1LK STONE BEDDING \
o lost SIDEWALK _ , . 1/2" EXPANSION--- o RISE FRAME, GRATE & HOOD FRAME, GRATE & HOOD `MIN. 6" WASHED PER D.O.T. STD. 840.03C PFR D.O.T. STD, 840.03C STONE BEDDING ~
0 _ . JOINT 42" RADIUS I az CONCRETE ~ - _ ~4$ FRAME, GRATE & HOOD ~ `/s PER D.O. i. STD. 840.03C ~ _J
E / DRIVEWAY 5' .PLAN _ A a 5' i REINFORCED
APRON v rj' ~~Oy" ~ CONCRETE SLA~ s N a ~ LU I I- REINFORCED ~ g 26"
= _ - 1 /2„ f 26" --26" CONCRETE SLAB " NOT TO EXCEED 5' I L" ~
8" C. A.B.C. EXPANSION JOINTS EXPANSION , 60" 6" ~ ~ I L 48" i 8" OVER 20 S MIN. i ~ 1. I "e ~ ti;;,
o .JOINT " EXISTING CURB AND GUTTER I a ~ _ ~ , i FROM 5' TO 20' MIN. I;, ~ . 6 -1 .j I' 6' MIN. 'r MIN a ~ - '
35' MIN. 15' MIN. NEW CONSTRUCTION EXISTING PAVEMENT - MIN. 6" WASHED I _ ~ ~~'~~~E d STONE BEDDING ~ ~ , - 'cy
o EXISTING ROADWAY TYPICAL SECTION ~N 6^~ ~ ~
0 C „ P N.T.S. _ 12 MIN. LAN VIEW g~ _ 6 NOTE:
0 6" MIN. N.T.S. 1. CONCRETE SHALL BE 4000 PSI MIN. FOR ALL PRECAST `MIN. 6" WASHED o CONCRETE CATCH BASINS. STONE BEDDING ~ a
a _ _ - NOTE: 1. CURB SHALL 8E TAPERED TO 2. PRECAST CONCRETE STRUCTURES MAY ONLY BE INSTALLED SLAB DETAIL SLAB DETAIL MIN. 6" WASHED ~ 10 DEPTHS CERTIFIED AS ACCEPTABLE BY THE STONE BEDDING N 5
~ NOT ' FINISH FLUSH WITH I WA K ~ S DE L . MANUFACTURER. o 3."WAFFLE" BOXES ARE ACCEPTABLE FOR SHALLOW TYPE
RESIDETAL DRIVEWAYS-6" CABC WITH 6" CONCRETE e I 2 EGNNING RADIUS SHALL NOT ENCROACH ON CATCH BASINS. ~ g^ SLAB THICKNESS AND z " I I i REINFORCEMENT FOR 8" SLAB THICKNESS AND m 60 i r"-35~ SOIL AND 1RAFFIC 36" REINFORCEMENT FOR ~ -
ADJACENT PROPERTIES BASED ON A PROJECTION c°' OF THE PROPERTY LINE FROM THE RIGHT OF WAY !2g^~ LOADING BY AN 72" SOIL AND TRAFFIC ~ ENGINEER 26 LOADING BY AN
R SECTI N TO THE CURB LINE. L C OSS 0 ENGINEER DV°'(,~. ('~C~, I-so"

3. SIDEWALK SECTION SHALL NOT BE REQUIRED ALONG 72-
a STREETS WHICH ARE NOT PLANNED FOR SIDEWALK. 0
0 PRECAST CONCRETE CATCH BASIN DETAIL
T CONSTRUCTION ENTRANCE STANDARD v r
0 N.T.S N. T. S N.T.S g
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Seitices PA m
0 0
OVERALL PROPOSED UTILITY LA 0 -ITY LAYOUT (D-Day Engineering Services, PA, 2004
1" =100'-0" a NO. DATE REVISION DESCRIPTION
0 o:
~F;r 161
Drawing name: S:\DAY_LEICESTER VILLAGE\CIVIL\ORG. DESIGN\dwg\Water & Sewer Utility Plans.dwg Nov 18, 2004 - 7:56am

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_ PROPERTY aFa „ ~ v
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- 221 ~ _ _ - ~ -
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~ Clara DeBruhl _ _ VICINITY MAP (NOT TO SCALE)
PIN X19.07-59-8185 °ti ~ Concrete R/W
N46'39 W 0 ` . _ a7'~~ D.B. 892 Pg. 475 _ _ Monument Fou d
546'39'03"E 21. - N.C. ROUT ~ E`63---- z -
5.77' TIE! ~ ~ I w z ~~nn 3c7` ~ ~ J
EW EW EW Ew4g~g'pZWN EW, EW N~1-8'~5„ , _ EW
\ ~ 562.86' , ® Q"1 ` 59.46, ~ W ' ~7 ,a
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a. 4 _ w i''~` ` . ~ I r i F
~ 1 ~ Q j i ~
- - _ _ u ; , cw ' °-2220 _ i ~
/ , _ PROP. PUMP. STATION ~ i s % Tf 'p / ~ ' ` ~ u
=0+00.00,. 2Q~ ~ ~ 1 r Z i TOP=21 ' -_I - I ti - I - Z~S-- ; ~ ~ ~ ti ;
INV=2154 ~ ; I n'~ ~ti C r
• ~ ~ ~ 1 Lam. ~ ~23p~~~ Lei ~ Ito
4 I- 1 / M 4 % ! ~ ; 2,824 4 ~ ~ 42 824 s . ft. /
1. O / 0.983 c~N / . q / ~ 0.983 acres ~ ~ 1
370.32 L.F. OF PVC - 0 ~ C3 ~ i _ E - 42,33~s C ~ ~
SAN. SEWER ®S-4.13 5 a PROPOSED S SEWER ~ MANHOLE 38,070 sq. ft ~ - • e ~ - ~W.972 a res , ' C 6 / sll~e i~ to / 41,674 ft. A
` ft. 0.874 ac 0 STA OOq• 'g ! p., 0,9 acres 3 'h I rf ~ ~C A N
9 1 C 1 TOP=21 3 acres o PROPO SAN SEWEf~., s i•~' Nou~e ~ ~
MANHOLE 1~ `a 44,423 sq. ft. INV=223.0 (IN) , 1-)- 0 # ` 1.020 oc s - 'S0 ~ ®STA=1+05.0 . ~n~ ~ ~ INV-7,22.8 (OUT) I ~ , i ~ ~ ` ~ ~ Buildings; / a
TOP=2195.0 ~ \ ~ ~ - k`~0 ~ M OLE X34 0 O~ _3 ; i / ,
INV-2191.9. (IN) f j ~ i / ®STA=0+00(8+65) f_
INV=2195.99 (OUT} / TOP=2338.0 ~o o' EWER ; ~ i' o~ 33 ~ ~ ~ ~ ~ i~
INV=2231 (IN) U ~ y ~ ~ INV=2230.8 ,(OUT) N i i _ ~ ~ STA=1 +05.00 ~ ' Q I
~ ~ ~ E OP=2 / 1 ~ 248.0 % ua - ~
370.32 LF. OF 8 . PVC I .ti's ( , SAN. SEWER S=4.13X ~ Np i / ~ Idin o NV=2243 IN ` / q t:G i _ o ~ o ,7 a q ~ NV-2242 (OUT) - +n ~ 0 ~ a ~
\ ? ,f p ~ rye, ~ `I k N + ~ `til I ry
~ ~ ~ ~ ' / • i" ;i ~ g0 /
_ ~ S',., Q ~ I . J 1 ~ ~ W X, ~0 V7 O ~ O to O i ~ t~ O,: ~ V7 O p,,~~ ,~Z O O ~ j 0 O O ,f ~ p ~O f O ~ p / ~ O ~
v i G ~ I ~ ,ti . T~ ; ~ ~ r }
s o N ~ ~o O O ® Band' cp °O Wellr c0 c0 u7 to ~ m I w T"
z S i ~ ~ ' House - I- r 1 Q S p {
\ s I 0 a 'ti`p' ~ 0 i6 Idi;. ? I \
N ~ ~ ' a O ~ ~ t, l \ ? c~ ~ + , ~ ~ - 7 90 o i o o
PROPOSED SAN SEWER 'y, ~ \ v 103 ~ 12, 9] 3,042 s.. ft. cw x 14,: Q tr 12,2 1 sq. ft. :.^c~ 0. q N ~ 0.: ~ c6 } na.
MANHOLE 2 ~ ? 102 101 ~ 12,4 sq. ft. ~ 13,51) sq. ft. } ~ ~ _ 81 acres 10,896 sq. ft. ~ 299 ages p O O } m Q ~ 0.250 ayes x ~ ` Z O m ~
0 STA=1+05.00 ~ ~ ~ e~ PA~x 0.28 acres ~ [ 0.31 O acres I ~ 776 sq. 1 TOP-2200:0 ~ ~ k~459 sq~, 0 ? ` { 0,3 red . - PRO?OSED SEN(ER ~ ~ o ~ ~ w
INV=2194.0 (IN) 0. 2 acnsal ~ tiWr OLE ~ t ~ O ~ U
INV=2193.8 \ ~ ~ ~ ~ 1: ~ ~ ( ~f ° Building t~ i ~ p i / TOP 2271. t C
~ ~ \ \w Hou O N 0 ® s o n1 _ II'~ y^ r 'e ^ ~~jl~,. a ~ x,111 M, •j
p ~ I 175.66 LF. OFD ~ \ O e~ ~=~0 0
\ \ ~ X , O ? SAN. SEWER 0 ~ ~ I-- . 99 ~ ~ N t sr~~ 4' PVC LEANOUT/SAN. .,5 ~ OG,,
~ ~ 12,35; ~ l O o 12,353 sq. ft. SEWER I " " ~ 3 _ L ~ ERV CE (TYP.} , ;r91 q,~ ~ 0:184 acres I c,F° ~ 1
~ PROPOSED SAN SEWER S~ ~,1 ' N a ~ ~ s 10,917 sq. fit. ~ . a " "fi• _ Buildings ~ ~ L? 0.21 acre j i 1 i
~ NHOL 3 ~ ~ CS ~ ' ~'i' ~ Buildings E i~ \ p ® =1 +96.76 ~ r ~ V 0~ 1 0) O 0 ;n ,r `o 11, 6f s~ 0,:
TOP= s ~ ~ ~ 've 1 1 N
INV=2196.19 ' " \X' ~ 11,9 sq. ft. ~.45 L.F. OF 8 n ® ~ INV=2195.99 (OUh 0.274 Gres u.,` ~ 96 j ' ~ o ,
h SAN. SEWEf1. ®S=4.1 X ` ` 11,008 . ft. i
\ _ fr I 0. acres °f ' ~ 3 I i f
~~i~ r ~ ~i S ~ , o ~ ~ ~ 0, 0; ~ % cv i ~ ~ O
~ 02 ~ S' A 4 0 \ ~ \ Oa 1 202 s . ft. ~ :0 ~ 92 cv ~ ~ ~ ~ ~
~ ~ 9 P 0 OSED SAN SEWER 0 \ ~ X0.257 ocres MA OLE X19 ~ ' 1 0 ? I ~1 438 s . ft. ~ ~ 0, 1 ~ q .1~
' 11,47.,6 q. ft. _ 1 0.263 acres / 1~~ ' 2 80-x- C~1 0.26 Gres J ~ g ~ j ~ ,
. 1^ t TO =2 41.0',, pl, o ~ ~ i ~
~ \ ~ h~ IN =223 0 Ifd ~ ' ~ . U;.~ lNV=2236. OUT) \ ~ ~ n~ ~ ~ m 2, (i?
( 0 ~ ~ ~ Y I \ ~s ` ~ I ~ ~ 0. i p ~
120.05 .F. 0~' ~8 P,V6 ~ I ~ ~ SAN. S R ~ S'4.(3~ ~ • A ~ \ ; ~ , ~ ti
Y JIN T/J 1 ~ y~ TOP=26.0 ~n ' o ~ ~
9,97D,sq. ft. ~ ~ ~ INV=2220. (N) w 0. 58 acres ~ ~ a~, 95 Z i U ~ ~ 10,346 sq. -I ~ I
INV-2220.37 (OIfT) ~ ~ ~ 32 ~ ~ . ~ ~ . ~C ~ ~ } • A .238 cres 93 ~ ~ Q ~ ; Og ~ t~
N ~ , 18,366~.sq. ft. A ..T , , , ~ ' ~ 12,964 sq. ft.,~ f , 0.422 acres ° ~ ~ ~ 13,664 sq. ft. 1~.--~-~ qj t~ ~ . ~ ~ 0.314 acres ~ t:j
2? ~ 0.298 acres N <u0 N ~ PROPOS Q SAN SEWER - ~ x~ ~ ~ / tv ~ _ \ ~ j j O. / ~ ;y tit i
, 1 1 . ' i MANHOLE ~3~ ~S 2{ v\,, ~ 0 ~ ~ I = ~,A, 0 A s / cV s
. 1 t ~ 0 STA 6+91 220 \ ~ , ~ ~ I ~ P ~ SAN SEW ~ ~ ~TDP=2301.0 iA ~ ~ ED ~ r~; ~ i / ~ ©CC
/5 ®INV=P196.19 (IN) ,<<?, ~ ,.5 ED 5~ SEWER ' r~`' ~ ~ ® ~ ~ v ~ Z +n 0 1 Q 37 ~ _ .ter' • ~ cv cu
0 STA 93.77 l =2195:99 (OUT) ~ } SF 0 6 0 A=6 TOP=2235,0 a ' \ ~ 0 A=6 91 o L N
o ~ ~ ~ti ; \ ?a INV=2217 ~ W ~ ~ INV=22,7 (I I ~ ~ ~ ~ ~
,Z ° \ ~ ~S ~ ~ =2216 J , =221 0 ~ ~ ~ W f` ( ~ 0 ~ x~ r 4' PV ('C N
t \ \ . ~ o • ' l I 0 I o SEWEF cP ~ n ~ N
~ i ~ ~ f ~ 4" PVC CLEANRi~, \ \ 1f ~ ~ ~ i o ~ REFEREN C0 ~ 163bs s . ~ ~ > CE. ~ ~ q + ~ ~ ~ N O
~ ~ SEWER SERVICE (T1P.) ~ , 35 \ ~ t 16,$55_ sq. ~ \ ~ ~ 0.420' acres \ ~ o ~ ~ ~ ~i~~~, 0' ; ~ 4 ~ DEED BOOK 892, PAGE 475 ~ ~ ~ v ~ ~ ~ li!
_ _ , 3,a . V ~ 0.387 acres ~ ' ~ \ ~ 15. ft. ~ DEED BOOK 1224, PAGE 490 ~ ~ ROPO D ~
t 11,362 `sQ:~ff. _ _ ! X240 ~ ?~3 2n,r \ ~ t0. 3 ~ 0.261 ocres ~ ~ f HOLE 2 0• ~ 1~w ~ AREA:
~ N 12;110 sq,.~t. ~'i , I ~ ~ .0.280 ,acres i ~ ~ . ~ 0 'ETA=3+ +00) ' ~ TOP~2270.0 ~ > 1 52.975 ACRES BY COORDINATE COMPUTATION METHOD W
MATCH LINE B ~ , , ~ , ` , o ~ 22s6s ~ ~ SURVEY NOTES: ~r ~ MA
~ III ~ ~ J h \ ~ ~ o ~ w *REFEREN ~ ~ ~ CE A BOUNDARY SURVEY FOR LEICESTER VILLAGE,
+ ~ `w ~ i 1 ~ ~ ~ ~ ~ ~ LLC BY DAY ENGINEERING SERVICES PA DAT ~ ' ~ ~ ~ ED SEPTEMBER 25,
~ ~ tta f ' ~ F ~ . ' f .t ~ ~ ~ ~ ' i ~ \ ~ . \ rr sp 2004, DRAWING N0. 92504-2.
3 ~ r , 1 z ~ ~ ~ ~ ~ ~ r \ \ D * TOPOGRAPHI C DATA PROVIDED BY BUNCOMBE COUNTY ~ ~2 ~ 8,364 sq. s ~ D~ , --I
~ r ~ 230 \ .422acres ; '.~G TECHNOLOGY (GIS) DEPARTMENT. ELEVATIONS BASED ON NGVD ~ . , 0 \ ~ 29. 1r
~ 5 ~ 71 30 ~ 36 ` \ 5 22 Ms ° `~V' ~ 12,630 s . ft. ~ 40 ~ ~
• q ~ 14,368 sq. ft. ~2, ~ ~ \ 4' PVC CL~'4NOlIT/SArI. 0.290 acres I 0.330 <S. 4? acres \ ®0 rw THIS SURVEY IS OF AN EXISTING PARCEL OF LAND. } ~ ~c r ~ ~ ~ - ~ ~
zry. ~ ~ ~ Z * THIS PROPERTY IS NOT MAPPED IN A SPECIAL FLOOD HAZARD _ AREA.
* THIS SURVEY IS SUBJECT TO ALL APPLICABLE EASEMENTS,
RESTRICTIONS AND RIGHTS OF WAY OF RECORD.
Day * ALL AREAS COMPUTED BY COORDINATE COMPUTATION METHOD.
Engineering Services PA
* THIS PLAT DOES NOT SHOW ALL THE IMPROVEMENTS WHICH C~~ MAY EXIST ON THE PROPERLY. ONLY THE IMPROVEMENTS
i n~ ern n l I [11Tr nl A A 1 pitJ OF10l17-~.R_ 17111 innerrn .or
I V V r-M/-XLL JI 1 C rLHIN r n. Jv I a.vi .!V I.IGV win w nr%[ 3nunrv.
PIN 9619.07-59-8185 NO HORIZONTAL CONTROL FOUND WITHIN 2000'.
1 "=100' LEICESTER TOWNSHIP - BUNCOMBE COUNTY, NC 0DayEngineeringServices,PA,2004 I OF 550' Q 50 100' 150' 200' NO. DATE REVISION DESCRIPTION
Drawing name: S:\DAY_LEICESTER VILLAGE\CIVIL\ORG. DESIGN\dwg\Water & Sewer Utility Plans.dwg Nov 18, 2004 - 7:51am SCALE : 1* = 50' r 27 F~
S~lI ~~=f- ~,a_

J
Z
U
2380 2380
2370 2370
i I~
2360 2360 ~
~t
PROPOSED SAN SEWER MANHOLE ~9 z
2350 ® srA=l3+ss 2350
TOP=2336.00 ~ INV=2326 (IN) _
INV=2325 (OUT)
tU
2340 2340
2330 2330
PROPOSED SAN SEWER MANHOLE #8
0 STA=12+20
TOP=2318.00 1 ~ INV=2196.12 (IN)
INV=2195.99 (OUT)
2320
2320 U w
0
PROPOSED a
PROPOSED SAN SEWER 8" STORM DRAIN
2310 MANHOLE 7 STA.12+50 ~ # Q 0 STA=10+19
TOP=2298.0 2310 ~ _ 180.24 L.F. OF 8" PVC ~ Q Ul
INV-2293 (IN) SAN. SEWER 0 S=10.54% ~ ~ ! INV=z28~.o (ouT) 0
'
~ ~ I
PROPOSED
2300 8" WATERLINE 2300 ~ ~
scat t+75 ° ~ (v g ~
~ }
w~ m ~ a _
O U ~ 64,80 L.F. OF 8" DIP ~
2290 SAN. SEWER 0 5=16.98% 2290 >
O 0
W ° ~ a Otn Q
W z m to ~ N Z Z
. = 3 W ~ ~ ~ J I
2280 PROPOSED SAN SEWER a O D U 2280
MANHOLE ,~6 W •f° GAR
0 STA=8+87.00 TOP=2260.0
INV=2253.20 (IN)
INV=2253.0 (OUT) J
2270 2270 2
4 ;
`~e, GI y ryN~N ~
52.57 F F IP ,~~''~qF~ a`'°°° 2 L.. 0 8 D ~p~~ru~o aft°~
EXISTING GROUND FlNISHED GRADE SAN. SEWER 0 S=13.38X
2260 2260
N
C~ N
c~
PROPOSED SAN SEVER MANHOLE #5 h~ h•-
2250 0 STA=3+93.71 ~ N r
TOP=2235.0 2250 (n N ~ ~
INV=2229.20 (IN) MN=2229.0 (OUh
U ~
~ ~ ~
PROPOSED 2240 8" STORM DRAIN
STA.5+75 2240 ~ Q) ~ ~z~ ~
PROPOSED SAN SEWER ~a ~
MANHOLE ~4 273.74 L.F. OF 8" PVC 0 STA=2+73 SAN. SEWER 0 S=8.699 ai ~ ~ ~ N ~ ~
TOP=2226.0 ~ CO ~1 cn
PROPOSED SAN SEWER INV=2220.57 (IN) N ~'~1! O N
2230 MANHOLE #3 INV=2220.37 (OUT) 0 STA=1+96.76 2230 ~ ~ ~ ~ ~
TOP=2223.0 ~ N ~ 0 ~
INV=2196.19 (IN) L N ~dc~ ~ ~ ~
INV=2196.00 (OUT) ~ ~ ~ 0
~ ~
2220 2220 ~ ~
77.75 LF. OF 8` PVC SAN. SEWER 0 5=10.89 ro ~ N a~
v 0 ~ N
o PROPOSED PROPOSED 0 8" WATERLINE B" Sid~ll DRAIN ~ ~
y 2210 STA.1 +75 STA.3+25 N 2210 ~
E a J i
0
N c 68.85 LF. OF 8" PVC SAN. SEWER 0 5=4.13x
PROPOSED
~ 2200 8" STORM DRAIN r STA.2+10 2200
a
a u
a c
0 190.87 L.F. OF 8" PVC SAN. SEWER 0 S=2.OOx
a 2190 2190
N 92.4 L.F. OF 8" PVC SAN.
v z SEWER 0 S=3.259
DWG, (~0,
2180 2180 ~ a
o Day.
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 (Mneenn 6+50 7+00 7+50 8+00 8+50 9- a +50 9+00 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 0 ay Engineering Services, PA, 2(XM
T ervices P e a NO. DATE REVISION DESCRIPTION
0 SEWER UTILITY PROFILE NORTH a JORTH DOCKSIDE FROM STA 00+00 TO STA. 14+50 ¦
Drawing name: S:\DAY_LEICESTER VILLAGE\CIVIL\0RG. DESIGN\dwg\Water & Sewer Utility Plans.dwg Jan 05, 2005 - 11:48am Sjj HORIZONTAL: 1n=50' VERTICAL: 1"=10' SHT X32 OF 38