20020969 Ver 1_COMPLETE FILE_20020618

NCDENR
North Carolina Department of Environment and Natural
Michael F. Easley, Governor
Division of Water Quality
November 28, 2005
Mr. Bill Martinez
West Coast Funding, Inc
Waters West Plaza
19310 Holy Lane
Lutz, FL. 33548
Subject Property: Fox Lair Crossing Subdivision
APPROVAL OF STORM WATER MANAGEMENT PLAN
Dear Mr. Martinez:
Resources
William G. Ross, Jr., Secretary
Alan W. Klimek, P.E., Director
DWQ Project # 02-0969
Buncombe County
On November 22, 2005, the Division of Water Quality (DWQ) received the revised storm water
management plan prepared by your engineer, Mr. Richard Moore. This Plan has been reviewed and
satisfies the 401 Water Quality Certification issued on July 18, 2002.
The structural storm water practices as approved by DWQ as well as drainage patterns must be
maintained in perpetuity. No changes to the structural storm water practices shall be made without
written authorization from the Division of Water Quality. Storm water easements shall be recorded for a
distance of at least 10 feet on each side of all storm water conveyances on all lots containing these
structures including future access for maintenance. The storm water easements shall allow for the ability
to maintain the structures, perform corrective actions as described above and shall provide protection of
the structures from potential alternations by future property owners.
The authorization to proceed with your proposed impacts or to conduct impacts to waters as depicted in
your application and as authorized by the certification shall expire upon expiration of the 404 permit.
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 Samuel A. Aghimien, at 919-733-3574.
Sincerely,
Cynd ?Bell Karoly, Supervisor
401 Oversight/Express Permitting Unit
CBKlsaa
cc: DWQ Asheville Regional Office
USACE Asheville Regulatory Field Office
File Copy
Central Files
Richard Moore, West Coast Funding Inc, P.O. Box 342324 Tampa, FL. 33694
02-0969 Fox Lair Cross, (Buncombe) BMP Approv 11-28-05
401 Wetlands Certification Unit
1650 Mail Service Center, Raleigh, North Carolina 27699-1650 One
2321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604 NorthCarolina
Phone: [phone] / FAX [phone] / Internet: http://h2o.enr.state.nc.us/ncwetlands -A7 _ _ /1-
An Equal Opportunity/Affirmative Action Employer - 50% Recycled/10% Post Consumer Paper
West Coast Funding Inc.
P.O. Box 342324, Tampa Fla. 33694
Ph. 828-645-2883 Fax [phone]
11/16/05
Attn: Sam
Ms. Cindy Karoly
Division Of Water Quality
Reference: Fox Lair Crossings DWQ # 02-0969
Sam, I will put in the mail today a complete sent ofplans that was
approved by all the agencies, County Erosion Control, Army Corp
and DWQ prior to construction.
May be I did explain my se(f but this project is finished and complete
and we have done every thing that the local DWQ and Erosion
Control has wanted done.
Since the local DWQ has determined that every thing leaving the
site is a stream I don't know i f installing a spreader in the steam at
this time would be more detrimental to the project and the water
quality. Also I don't think the local DWQ would want any thing in
the streams.
I have given your number to the consultant that is helping me with
this project in trying to get this matter resolved. His name is Mr.
Richard Moore and his number is 828-298-5188.
I hope we can get this matter resolved quickly.
T7 you
I'M
Bill Martinez
Nov 16 05 08:13a Willam Martinez 8286457566
West Coast Funding Inc.
P.O. Box 342324, Tampa 14a. 33694
Ph. 828-645-2883 Fax [phone]
iY/i6/o5
Attn: Sam
Ms. Cindy Karoly
Division of Water Quality
Reference: Fox Lair Crossings DWQ # 02-0969
Sam, I will put in the mail today a complete sent of plans that was
approved by all the agencies, County Erosion Control, Army Corp
and DWQ prior to construction.
Iain my se(f but this project is finished and complete
and May we be I hdidave done every thing that the local DWQ and Erosion
Control has wanted done.
has determined that every thing leaving the
Since the local DWQ
site is a stream I don't know }f• jnstalling a spreader in the steam at
•and the water
this time would be more detrimental to the project
quality. Also I don't think the local DWQ would want any thing in
the streams.
p.l
I have given your number to the consultant that is helping me with
this project in trying to get this matter resolved. His name is Mr. Z-
R' • rd Moore and his number is 828-298-5188-1
I hope we can get this matter resolved quickly.
CCX
rh kfou fall ?o
Bill Martinez

I101.J-15-2 0 5 TUE 81:11 TEL:[phone] NAME: DI-10-WETLHIIDS F. 1
Nov 10 05 03:06p Willam Martinez 8286457566 p.l
149
// /0, 's (A n
West Coast Funding Inc.
P.O. Box 342324, Tampa Fla. 33694
Ph. 828-645-2883
Ms. Cindy Karoly
Division of water Quality
Fax [phone]
November 10, 2005
Reference: Fox Lair Crossings Subdivision DWQ # 02-0969
Revised calculation of impervious surface
a) Site total is 68.32 acres Phase 1, 2 & 3
b) Phase 2 & 3 is 38.64 acres to be built in the future
c) Phase 1 is 29.68 acres completed now
d) Phase 1 consist of 46 - i/'2 acres lot MOL see plans
d) 30 % impervious surface of 29.68 acres is S. go acres
e) There are no side walks on site
f) Impervious surface of road:
Road A 250 (f X 30 ft t wide = 7400 4f
Road A 2200 (fX 24,f t wide = 52,800 sf
Road B 1200 ( f X 22,f t wide = 26400 sf
Total impervious surface of road = 86,70o sf or 1.99 acres
g) Impervious surface of dwelling:
4000 4f X 46 lots = 184,000 sf or 4.22 acres
h) Impervious surface of drive ways:
1000 4f X 46 lots 46,00o sf or 1.05 acres
Total acres of impervious surface 7.26 acres
Total percentage of impervious surface
based on 29.68 acres of phase 1 24-46%
Bill Martin
IJCUJ-11-1-200 THIJ 0,4, OFD TEL: [phone] IJAME: DkJQ-WETLANDS P. 1
11 /,2, l f 2A05 04: 08, 181:39495559
Fax Fax
PAGE 01
pax
Wiest 'oast Funding
Tampa
Ph. 8.13- 949-7944
Fax 813-949-SW9
Inc.
Asheville
Ph. 828-645-2883
Fax [phone]
Date.-ii /17 / 2005
Attn: Sam
Sam attached is the rough sketch of the perforated
overflow pipe installed that was requested by the .Roger
Edwards and Kevin Barnett of the DWQ Asheville office.
I also included a plot plan showing where it was installed
on lot 39.
Thank you
Bill Martinez

[11111-L1-2005 HOH 0,4:13 TEL: [phone] NAME:DWO-WETLRNDS P. 1
11; ;'1; 20A5 .'4]: C5 181 9495559
William Martinez
P.O. Boa 342324
Tampa, Fl. 33694
Attn: Sam
Sam, Richard Moore said be spoke to you and ti
of the over flow riser. I have made you a new ski
riser that l hope is much easier for you to see. I
Edwards of the Asheville DWQ office wanted an
PH: 81.3/ 949-7944
FX: 81.3/ 949-5559
11/22/05
PAGE 01
t you needed a sketch
-h of the overflow
is is what Roger
it is already installed.
I'll be in Tampa this week till the 28`* if you bave!auy questions you can
call me this week at 813-949-7944 and my fax h re is 813-949-5559.
IICU,J-Ell -`00F:s 1,1011 20:'11 TEL:[phone] HAME:DWQ-WETLAJDS P. 1
111 11• A 0 5 21 0 : E15 181394955.59

PAGE 03
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I Ur-ill, - 21 - DnO' 5 MCIF 1 20: 12 TEL : [phone] NAME : DWQ-WETLANDS P. _
W ATF Michael F. Easley, Governor
\Otu qpG William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
6 r Alan W. Klimek, P.E. Director
> __q Division of Water Quality
o ?c
July 18, 2002
DWQ# 02-0969
Buncombe County
Page 1 of 2
Mr. Bill Martinez
West Coast Funding, Inc.
Waters West Plaza
19310 Holly Lane
Lutz, FL, 33548
APPROVAL of 401 Water Quality Certification with Additional Conditions
Dear Mr. Martinez:
You have our approval, in accordance with the attached conditions, to place fill in 135 linear feet of perennial streams
in order to construct road crossings at the Fox Lair Crossing Subdivision in Buncombe County, as described in your
application received by the Division of Water Quality on June 18, 2002. After reviewing your application, we have
determined that this fill is covered by General Water Quality Certification Number 3375, which can be viewed on our web
site at http://h2o.enr.state.nc.us/ncwetlands. This Certification allows you to use Nationwide Permit Number 14 when it is
issued by the U.S. Army Corps of Engineers. In addition, you should get any other federal, state or local permits before you
go ahead with your project including (but not limited to) Sediment and Erosion Control, Non-Discharge and Water Supply
Watershed regulations. Also this approval will expire when the accompanying 404 permit expires unless otherwise
specified in the General Certification.
This approval is only valid for the purpose and design that you described in your application. If you change your
project, you must notify us in writing and you may be required to send us a new application for a new certification. If the
property is sold, the new owner must be given a copy of the Certification and approval letter and is thereby responsible for
complying with all conditions. If total wetland and/or stream fills for this project (now or in the future) including future phases
of this subdivision exceed one acre or 150 linear feet of perennial streams, compensatory mitigation may be required as
described in 15A NCAC 2H .0506 (h). For this approval to be valid, you must follow the conditions listed in the attached
certification, as well as the additional conditions listed below:
1. Deed notifications or similar mechanisms shall be placed on all lots with remaining jurisdictional wetlands and waters or
areas within 50 feet of all streams and ponds. These mechanisms shall be put in place within 30 days of the date of this
letter or the issuance of the 404 Permit (whichever is later). A sample deed notification format can be downloaded from
the 401/Wetlands Unit web site at http://h2o.enr.state.nc.us/ncwetlands ;
2. The following condition applies unless you can demonstrate to the Division that the anticipated buildout impervious area
is less than 30%: A final, written stormwater management plan shall be approved in writing by this Office before the
impacts specified in this Certification occur. The stormwater management plan must include plans and specifications for
stormwater management facilities designed to remove 85% TSS according to the most recent version of the NC DENR
Stormwater Best Management Practices Manual. Also, before any permanent building is occupied at the subject site,
the facilities, as approved by this Office, shall be constructed and operational, and the stormwater management plan, as
approved by this Office, shall be implemented. The structural stormwater practices and well as drainage patterns must
be maintained in perpetuity. No changes to the structural stormwater practices shall be made without written
authorization from the Division of Water Quality;
3. All culverts must be designed, constructed and placed to allow aquatic life passage;
4. You are required to return the attached Certification of Completion form to notify DWQ when all work included in the 401
Certification has been completed.
N.
C. Division of Water Quality 1617 Mail Service Center Raleigh, NC 27699-1617 [phone] Customer Service
1 800 623-7748
July 18, 2002
DWQ# 02-0969
Buncombe County
Page 2 of 2
If you do not accept any of the conditions of this certification, you may ask for an adjudicatory hearing. You must act
within 60 days of the date that you receive this letter. To ask for a hearing, send a written petition which conforms to
Chapter 150B of the North Carolina General Statutes to the Office of Administrative Hearings, P.O. Box 27447, Raleigh,
N.C. 27611-7447. This certification and its conditions are final and binding unless you ask for a hearing.
This letter completes the review of the Division of Water Quality under Section 401 of the Clean Water Act. If you have
any questions, please telephone Mike Parker in DWQ's Asheville Regional Office at 828-251-6208 or Cyndi Karoly in the
Central Office in Raleigh 919-733-9721. Questions regarding stormwater requirements should be directed to Todd St. John
in the Central Office at 919-733-9584.
AW K/cbk
Attachments
cc: Corps of Engineers Asheville Regulatory Field Office
Asheville DWQ Regional Office
Central Files
File Copy
Michael Calhoun, Vaughn and Melton, 1318-F Patton Ave., Asheville, NC, 28806
020969
?11 A 0 5 u.-.: _F 121:-,9x95559 PAGE 01
West Coast Funding Ine.
P.O. Bog 342324 PH: 828-645-2883
Tampa, F1. 33694 FX: 828-645-7566
November 22, 2005
Ms, Cindy Karoly
Division Of Water Quality
Attn: Sam
Reference: Fox Lair Crossings Subdivision
Maintenance Agreement for Overflow Riser
Sam, attached is copy of the maintenance agreement you wanted. I
also put on it that it would pass to the Horne Owners Association after
we finish the project.
I will put the original hard copy in the mail to you today.
Thank
3
Bill Ma
F1U?:?-LL-L4_II C TUE 0-':4n TEL:[phone] NAME:DWQ-WETLANDS P. 1
11/''1`2'/2t_A5 02: ?5 18139495559
West Coast Funding Inc.
P.O. Box 342324
Tampa, Fl. 33694
Ms. Cindy Karoly
Division Of Water Quality
Reference: Fox Lair Crossings Subdivision
Ply: 828-645-2883
FX: 828-645-7566
November 22, 2005
Maintenance Agreement for Overflow Riser
Installed on Lot 39
PAGE 02
As the developer we shall inspect and keep the overflow riser clean at
all times. We shall inspect every three month or when ever there is a
heavy rain. It shall be kept clear of debris, trash, and dirt at all times.
When ever any dirt has settled at the bottom of the riser it shall be
removed and cleaned and installed back the way it was.
This maintenance agreement and responsibility shall pass on to the
Home Owners Association when ever and at such time that the
developer has sold and completed said project.
f - K pate 1.1122/05
William Martineri Pd.
West Coast Funding Inc.
William Martinez has signed this document in my presence on this 22"`J
Day of November, 2005.
T. WELDEN
MY WW{MISSION N DD40M
EXPIRES: August 25, 2009
eondtd TM Adoock l WWR
_tw? -
Notary
1101,1- 020051 TI IE CE: 41 TEL: [phone] NAME: DWQ-WETLAND'S P. 2
10o2?'
box 3 I q
West Coast Funding Inc.
P.O. Box 342324, Tampa Fla. 33694
November 3, 2005
Ms. Cindy Karoly
Division of Water Quality
1617 Mail Service Center
Raleigh, NC 27699
Reference: Fox Lair Crossings Subdivision DWQ 401 # o2-o969
Dear Ms. Karoly,
I am the owner of a development known as Fox Lair Crossing
Subdivision located in Buncombe Co. NC. I am seeking to satisfy the
Division of Water Quality stormwater management plan
requirements with regard to this development. I am attaching with
this latter two pieces of supporting documentation that the
anticipated build out area of impervious surface will be less then
30%.
The first item contains calculations showing the anticipated build
out of impervious area to be 24.79 %. This includes all roads plus
the anticipated residential construction limited to 5000 sq. A of
impervious area on each lot. These calculations are supported by
my engineer Mr. Mike Calhoun of Vaughn & Melton Engineers.
The second item is a copy of pages 3 & 4 of the deed restriction that
limits the individual lots to a maximum 45000 sq.ft. of impervious
surface. Please note that the developer has to approve the plans
prior to start of any construction.
I trust that this igformation is adequate to satisfy you and your
agency and that a written stormwater management plan is not
required. V you have any questions concerning this matter please
feel free contact me or fax me at the above numbers.
Also any correspondence mailed if you could please fax me a copy to
the above fax number it would be greatly appreciated.
9@-aR0bG
k you NOV 8 2005
G DENR - WATER
WETLANDS AND STORUWATER BRANCH
Bill Martinez
West Coast Funding Inc.
P.O. Box 342324, Tampa Fla. 33694
Ph. 828-645-2883
Fax [phone]
Fox Lair Crossings Subdivision 29.68 acres
Impervious surface calculations
Road A impervious surface = 65,280 sq. f t.
Road B impervious surface = 26,092 sq. ft.
Estimated residential build out
Residence @ 4,000 sq. ft. x 46 lots = 184,00o sq. ft.
Drive ways @ 1,000 sq. ft. x 46 lots = 46,00o sq. ft.
Total impervious surface 321,372 sq. f t.
Total acreage 7.36 AC
Impervious of 29,68 acres is 24-79%
Bill Martinez
f
/ U
c. Approval by the developer of the plans and specifications will be
based upon meeting of all the requirements of the deed restrictions.
The aesthetic value along with the surrounding other homes will be a
considerations which shall be at the sole discretion of the developer.
d. Erosion control while the residence is under construction it will be
in strict accordance to Buncombe County Erosion Control measures .
Silt fences shall be installed prior to any land disturbance and
construction. No silt may run off the lot unprotected. If notified by
Buncombe County Erosion Control of any violation the developer has
the option to stop construction of the residence till such time that
violation is corrected. The lot owner will pay for all cost and repairs and
or fines.
3. Completion Approval:
a. A final inspection by the developer of the site and dwelling will be
approved in writing. The approved plans and specifications would
have been completed and a Certificate of Occupancy by the city or
county inspection department will have been obtained and the
landscaping site plan completed prior to moving in to said residence.
b. Construction Time: the main primary dwelling as approved by the
developer and the governmental agency must be completed from start
to finish with in twelve ( 12 ) months. Time allowed shall start from the
time the construction starts on site.
c. If a secondary structure is to be erected it shall be of the same
material and construction and shall conform architecturally with the
primary structure. All out buildings shall be approved by the developer
or assignee prior to construction and shall be completed with in 6
months period.
4. Dwelling Size:
a. Any dwelling structures permitted on any lot for a single family
detached home shall have a minimum a living area of 2,400 square feet
for the first floor and a minimum of 2,800 square feet for two story
dwellings. The living area shall include the air conditioned and heated
space. Patios, porches, garages, basements and cellars shall not be
included in calculating the minimum living area square feet required.
Page 3
b. Impervious surface area of each lot, shall not exceed 5000 sq. ft. per
lot including the residence and drive ways. If a lot owner wishes to
exceed the 5000 sq. ft. of impervious surface he or she has the option to
add a second story to said residence to maintain the maximum of 5000
sq.ft.
c. Log Homes, will be allowed but the minimum living area shall be
3000 square feet for the first floor and a minimum of 3600 square feet
for two story dwellings. All logs shall be a minimum of 10 inches in
size. The living area shall include the air conditioned or heated space.
Patios, porches, garages, basements and cellars shall not be included in
calculating the minimum living area square feet required.
5. Architectural Design
a. Said dwellings shall not exceed two ( 2 ) stories in height above the
basement. All dwellings will have a minimum of two ( 2 ) car garages
or more.
b. All drive ways shall be either of asphalt paving material, concrete or
brick or decorative brick pavers and all must be approved by the
developer and submitted with the plans.
c. Roof pitches the minimum roof pitch should be a 6 in 12 pitch.
Roof vents, vent stacks, ventilators and other roof protrusions should be
located away from the public view and on the back side of the roof.
e. Roofs materials shall be a architecturally designed 30 year
dimensional fiberglass singles GAF, Georgia-Pacific or equal. Also
barrel tile, slate or shake type roofs are acceptable but must be
approved by the developer. No flat asphalt or fiberglass shingles will
be allowed.
d. Front elevation shall consist of a minimum of at least 50 %
decorative brick, stone, wood, wood lap siding or cedar shingles. Hardi-
plank siding may be used subject to approval by the developer.
Concrete block will be allowed for the sides and rear of the home but
shall have a sand or decorative type stucco style finish. ( no brick or
stone veneer will be allowed unless it is approved by the developer ) .
Page 4
West Coast Funding Inc.
P.O. Box 342324, Tampa Fla. 33694
November 10, 2005
Ms. Cindy Karoly
Division of Water Quality
1617 Mail Service Center
Raleigh, NC 27699
Reference: Fox Lair Crossings Subdivision DWQ 401 # 02-0969
Dear Ms. Karoly,
I have revised my calculations of the impervious surface as per
conversation with Sam in your office. The Fox Lair Crossing
Subdivision located in Buncombe Co. NC. I am seeking to satisfy the
Division of Water Quality storm water management plan
requirements with regard to this development. I am attaching with
this latter two pieces of supporting documentation that the
anticipated build out area of impervious surface will be less then
30%.
The first item contains revised calculations showing the anticipated
build out of impervious area to be 24.46 %. This includes all roads
plus the anticipated residential construction limited to 5000 sq. ft.
of impervious area on each lot. These calculations are supported by
my engineer Mr. Mike Calhoun of Vaughn & Melton Engineers.
The second item is a copy of pages 3 & 4 of the deed restriction that
limits the individual lots to a maximum of 5000 sq. ft. of impervious
surface. Please note that the developer has to approve the plans
prior to start of any construction.
I trust that this igformation is adequate to satisfy you and your
agency and that a written storm water management plan is not
required. If you have any questions concerning this matter please
feel free contact me or fax me at the above numbers.
I am including the site plan and erosion control plan that Sam
requested.
ou DO 77
C.??_ C ? ...? NOV 1 6 7005
:11 Martin
WETLANDS AND S IOWWAIER BRANCH
West Coast Funding Inc.
P.O. Box 342324, Tampa Fla. 33694
Ph. 828-645-2883 Fax [phone]
November 10, 2005
Ms. Cindy Karoly
Division of Water Quality
Reference: Fox Lair Crossings Subdivision DWQ # 02-0969
Revised calculation of impervious surface
a) Site total is 68.32 acres Phase 1, 2 & 3
b) Phase 2 & 3 is 38.64 acres to be built in the future
c) Phase 1 is 29.68 acres completed now
d) Phase 1 consist of 46 -1/'2 acres lot MOL see plans
d) 30 % impervious surface of 29.68 acres is S. go acres
e) There are no side walks on site
f) Impervious surface of road:
Road A 250 VX 30,t wide = 7,500 sf
Road A 2200 JfX 24 ft wide = 52,800 4f
Road B 1200 (f X 22ft wide = 26,400 sf
Total impervious surface of road = 86,70o sf or 1.99 acres
g) Impervious surface of dwelling:
4000 sf X 46 lots = 184,000 sf or 4.22 acres
h) Impervious surface of drive ways:
1000 If X 46 lots = 46,000 sf or 1.05 acres
Total acres of impervious surface
Total percentage of impervious surface
based on 29.68 acres ofphase 1
ill Marti ez
7.26 acres
24-46%
b. Impervious surface area of each lot, shall not exceed 5000 sq. ft. per
lot including the residence and drive ways. If a lot owner wishes to
exceed the 5000 sq. ft. of impervious surface he or she has the option to
add a second story to said residence to maintain the maximum of 5000
sq.ft.
c. Log'Homes, will be allowed but the minimum living area shall be
3000 square feet for the first floor and a minimum of 3600 square feet
for two story dwellings. All logs shall be a minimum of 10 inches in
size. The living area shall include the air conditioned or heated space.
Patios, porches, garages, basements and cellars shall not be included in
calculating the minimum living area square feet required.
5. Architectural Design
a. Said dwellings shall not exceed two ( 2 ) stories in height above the
basement. All dwellings will have a minimum of two ( 2 ) car garages
or more.
b. All drive ways shall be either of asphalt paving material , concrete or
brick or decorative brick pavers and all must be approved by the
developer and submitted with the plans.
c. Roof pitches the minimum roof pitch should be a 6 in 12 pitch.
Roof vents, vent stacks, ventilators and other roof protrusions should be
located away from the public view and on the back side of the roof.
e. Roofs materials shall be a architecturally designed 30 year
dimensional fiberglass singles GAF, Georgia-Pacific or equal. Also
barrel tile, slate or shake type roofs are acceptable but most be
approved by the developer. No flat asphalt or fiberglass shingles will
be allowed.
d. Front elevation shall consist of a minimum of at least 50 %
decorative brick, stone, wood, wood lap siding or cedar shingles. Hardi-
plank siding may be used subject to approval by the developer.
Concrete block will be allowed for the sides and rear of the home but
shall have a sand or decorative type stucco style finish. ( no brick or
stone veneer will be allowed unless it is approved by the developer).
Page 4
c. Approval by the developer of the plans and specifications will be
based upon meeting of all the requirements of the deed restrictions.
The aesthetic value along with the surrounding other homes will be a
considerations which shall be at the sole discretion of the developer.
d. Erosion control while the residence is under construction it will be
in strict accordance to Buncombe County Erosion Control measures .
Silt fences shall be installed prior to any land disturbance and
construction. No silt may run off the lot unprotected. If notified by
Buncombe County Erosion Control of any violation the developer has
the option to stop construction of the residence till such time that
violation is corrected. The lot owner will pay for all cost and repairs and
or fines.
3. Completion Approval:
a. A final inspection by the developer of the site and dwelling will be
approved in writing. The approved plans and specifications would
have been completed and a Certificate of Occupancy by the city or
county inspection department will have been obtained and the
landscaping site plan completed prior to moving in to said residence.
b. Construction Time: the main primary dwelling as approved by the
developer and the governmental agency must be completed from start
to finish with in twelve (12 ) months. Time allowed shall start from the
time the construction starts on site.
c. If a secondary structure is to be erected it shall be of the same
material and construction and shall conform architecturally with the
primary structure. All out buildings shall be approved by the developer
or assignee prior to construction and shall be completed with in 6
months period.
4. Dwelling Size:
a. Any dwelling structures permitted on any lot for a single family
detached home shall have a minimum a living area of 2,400 square feet
for the first floor and a minimum of 2,800 square feet for two story
dwellings. The living area shall include the air conditioned and heated
space. Patios, porches, garages, basements and cellars shall not be
included in calculating the minimum living area square feet required.
Page 3
MEMORANDUM
TO: John Dorney Regional Contact: Michael R. Parker_
Non-Discharge Branch WO Supervisor: rrest Westall
Date:
SUBJECT: WETLAND STAFF REPORT AND RECOMMENDATIONS
Facility Name Fox Lair Crossing S/D
Project Number 02 0969
Recvd From APP
Received Date 6/18/02 Recvd By Region
Project Type road crossing
County Buncombe
County2
Region Asheville
Certificates Stream Stream Impacts (ft.)
Permit Wetland Wetland Wetland Stream Class Acres Feet
Type Type Impact Score Index Prim. Supp. Basin Req. Req.
14 Stream O Y OO N F-- 6-87-(10) ?? 40,302. F_ 135.00 135.00 r-
Mitigation wetland
MitigationType Type Acres Feet
Is Wetland Rating Sheet Attached? 0 Y 0 N Did you request more info? Q Y 0 N
Have Project Changes/Conditions Been Discussed With Applicant? Q Y Q N
Is Mitigation required? Q Y 0 N
Provided by Region: Latitude (ddmmss) 354223
Recommendation: 0 Issue 0 Issue/Coed 0 Deny
Longitude (ddmmss) 823129
Comments:
Looked at site for crossings and all appear to be perennial. Engineer stated that he did not know of
any other stream impacts anticipated for this erect. Recommend issuance of Certification No. 3362
with subdivision deed restriction requirements and also advise applicant that should he im al c? t any
other streams or wetlands that mitigation may be required.
cc: Regional Office
Central Office Page Number 1
I ?
Triage Check List
Date: (26 6/a a
To: ?RRO Steve Mitchell Project Name ' JY L4 &53
?FRO Ken Averitte DWO Project Number J1? -D 9?9 J -
?WaRO Deborah Sawyer County &nc'd22,?2E
?WiRO Joanne Steenhuis
?WSRO Jennifer Frye
[?KRO Mike Parker
?MRO Pete Colwell
From: C 't / Telephone [phone]?
The file attached is being forwarded to you for your evaluation. Please call if you need
assistance.
? Stream length impacted
tream determination ? f F,,? f
? Wetland determination and distance to blue-line surface waters on USGW topo maps
minimization/avoidance issues aL-f
? Buffer Rules (Neuse, tar-Pamilco, Catawba, Randleman) j ?. r?_s-s,1 rJ
? 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 concerns

VAUGHN & MELTON
Consulting Engineers L 1J TEM OF URQAMEWUL
1318-F PATTON AVENUE
ASHEVILLE, NORTH CAROLINA 28806
DATE JOB NO
[phone] 6, 7 _ C)
FAX [phone] ATTENTION
TO N C l?l v 15'- o[ IJ ?, Q 1 C ? - - __S
RE
CrceA iZo(,A
N p???9? =-('T
JUN 1 8 IUU2 ;
WE ARE SENDING YOU X Attached 1 I Under separate cover via_____.___..

? Shop drawings
? Copy of letter
COPIES DATE NO
-IIt-02

1.1 Prints ! I Plans ? Samples
? Change order 1-1
the
I*9?U I'
.IT, r„
? Specifications
----- - ----------------------- - -- --
DESCRIPTION
Co- sVcuc-io No?A (Ac,4-1o,.- A PI ?cG?4 o
?00 Cl'eck
THESE ARE TRANSMITTED as checked below:
RFor approval I J Approved as submitted
C.1 For your use I_ I Approved as noted
? As requested C1 Returned for corrections
? For review and comment ?
? FOR BIDS DUE -19__

REMARKS
f I Resubmit copies for approval
? Submit copies for distribution
! 1 Return corrected prints
11 PRINTS RETURNED AFTER LOAN TO US
COPY TO - - - - - SIGNED: - -?---
RE: Foxl.air Crossing
Subject: RE: FoxLair Crossing
Date: Tue, 16 Jul 2002 16:36:07 -0400
From: "Michael A. Calhoun" <[e-mail]>
To: "Cyndi Karoly" <[e-mail]>
Cyndi,
The address is:
19310 Holly Lane
Lutz, Fla.
33548
-----Original Message-----
From: Cyndi Karoly [mailto:[e-mail]]
Sent: Tuesday, July 16, 2602 10:30 AM
To: Michael A. Calhoun
Subject: FoxLair Crossing
I'm working on your 401 cert for the Fox Lair Crossing project. Please
refer to your copy of the PCN form: page 5 is missing the full mailing
address of the applicant. Please let me know what the city, state and
zip are for West Coast Funding. I'm guessing the Tampa area.
Thanks.
I of 1 7/18/02 9:57 AM

Office Use Only: Form Version February 2002
QZ®q f)
USACE Action ID No. DWQ No.
If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A" rather than
leaving the space blank.
I.
II.
Processing
1. Check all of the approval(s) requested for this project:
N Section 404 Permit
? Section 10 Permit
401 Water Quality Certification
? Riparian or Watershed Buffer Rules

JUN 1 8 an
2. Nationwide, Regional or General Permit Number(s) Requested:
3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here: ?
4. If payment into the North Carolina Wetlands Restoration Program (NCWRP) is proposed for
mitigation of impacts (see section VIII - Mitigation), check here: ?
Applicant Information
1. Owner/Applicant Information
Name: Cow. v A% ^C, 0 b-,c, 63,
Mailing Address: Q o.}tr5 l es ?' 1 a z?a
1 -01 ty L4h P
\ CS 3 I c>
C,J) e KC-
Telephone Number: <d I 3 °?LI°1 - 9 Fax Number: 13 `7 4101 - S55
E-mail Address:
2. Agent 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: VA\3?o e\ I\ CAA?.ovo. . P
Company Affiliation: M 1
Mailing Address: \ N Je
Telephone Number: (N o?7l J o0_!)- a''/-7b Fax Number:
E-mail Address: rAo?.ca\l^oc„ @ Va„?U,? Me4 v, . c or,
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: VoX c C(bSS\"!::% SyI:nA%Vtssb•,
2. T.I.P. Project Number or State Project Number (NCDOT Only):
3. Property Identification Number (Tax PIN): °? ?5 3 3 - L1 c7 -
4. Location
County: r ??^ e Nearest Town: V1_SGC.v e,,-v 1 11 e
Subdivision name (include phase/lot member): F-r \,,o c Goss. ease 1? I_ 3? f?1-bb
Directions to site (include road numbers, lan arks, etc.):
5? :?1?? Q1 ?? FoY CC" c ( .
5. Site coordinates, if available (UTM or Lat/Long): Sec 13
(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. Describe the existing land use or condition of the site at the time of this application:
7. Property size (acres): 3'-1 **-«3
8. Nearest body of water (stream/river/sound/ocean/lake): Qeev,..) &CA
9. River Basin: Fcr,^C1" CS (Note - this must be one of North Cam?
arolina's seventeen designated major river basins. The
River Basin map is available at http://h2o.enr,state.ne.tis/admin/maps/.)
Page 6 of 12
10. Descr'b I the purpose of the proposed work: o b? o. ?1 Cu S ?d? ?t stems
- 'tom (' o to A S A.a-? H" pr
11. List the type of equipment to be used to constrict the project:
12. Describe the land use in the /vicinity of this project:
Sv?c?\u4S??] ???F CJvrce
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.
V. Future Project Plans
Are any fiiture 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. 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 brief written description of the proposed impacts:
/?10.CM4 neu not .- off.- -v 6va, cA -. /%
2. Individually list wetland impacts below:
Wetland Impact
Site Number
indicate on ma
Type of Impact* Area of
Impact
acres Located within
100-year Floodplain**
es/no Distance to
Nearest Stream
linear feet
Type of Wetland***

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: mechanized clearing, grading, fill,
excavation, flooding, ditching/drainage, etc. For dams, separately list impacts due to both structure and flooding.
** 100-Year floodplains are identified through the Federal Emergency Management Agency's (FEMA) Flood Insurance Rate Maps
(FIRM), or FEMA-approved local floodplain maps. Maps are available through the FEMA Map Service Center at 1-800-358-9616, or
online at htty://www.fema.Lov.
*** List a wetland type that best describes wetland to be impacted (e.g., freshwater/saltwater marsh, forested wetland, beaver pond,
Carolina Bay, bog, etc.)
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
I e;,Oc 3 °1 u ?b Qe?-sC?e?c ?' Tr !-ems k}e_
?- e Z1 2( It ?, •? ?? ti
3 P; c y? •? ., •, 2? ?,

* 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.uses.eov. Several internet sites also allow.direct download and printing of USGS maps (e.g., www.topozone.com,
www.mapguest.eom, etc.).
Cumulative impacts (linear distance in feet) to all streams on site: 13 S ?+.
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.

List each impact separately and identity temporary impacts. Impacts include, but are not limited to: fill, excavation, dredging,
flooding, drainage, bulkheads, etc.
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 easible. Also discuss how impacts
were minimized once the desired site plan was developed. If applicable, discuss constriction
techniques to be followed during construction told reduce impacts.
E -.
\ hoc. V -, C& V'. c G ".L e Y''f \ r-,, - ? 0' ? vw?wC?
VIII. Mitigation
I
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.tts/ncwetlands/strmaide.htmi.
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) with the NCWRP's written agreement. Check the box indicating that
you would like to pay into the NCWRP. Please note that payment into the NCWRP must be
reviewed and approved before it can be used to satisfy mitigation requirements. Applicants
will be notified early in the review process by the 401/Wetlands Unit if payment into the
NCWRP is available as an option. For additional information regarding the application
process for the NCWRP, check the NCWRP website at http://h2o.enr.state.nc.Lisharl)/indcx.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 (DWQ Only)
Does the project involve an expenditure of public (federaUstate) funds or the use of public
(federal/state) land?
Yes ? No P?r
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 (DWQ Only)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Meuse), 15A NCAC 213 .0259 (Tar-Pamlico), 15A NCAC 2B .0250 (Randleman Rules and
Water Supply Buffer Requirements), or other (please identify )?
Yes ? No N If you answered "yes", provide the following information:
Identify the square feet and acreage of impact to each zone of the riparian buffers. If buffer
mitigation is required calculate the required amount of mitigation by applying the buffer
multipliers.
Zone* Impact
square feet Multiplier Required
Mitigation
1 3
2 1.5
Total
' Zone 1 extends out 30 feet perpendicular from near bank of channel; Zone 2 extends an
additional 20 feet from the edge of Zone 1.
Page I 1 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 (DWQ Only)
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. 55 /'
1,51 emw ;?,,verAov5 otcre" a(bPoseJ e,, 2`l!. (.5r oacr[s of vooJy,
XII. Sewage Disposal (DWQ Only)
Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of
wastewater generated from the proposed proj(e,ct, or available capacity of the subject facility.
410sA sek-7e4- U-%k1 CW".-et \ A-b, M570 SQwGf,
XIII. Violations (DWQ Only)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H .0500) or any Buffer Rules?
Yes ? No rVI
LAJ
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 Signature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 12 of 12
xingjnk.oac
Copyright (2000) GEOPAK Corporation
All rights reserved G E O P A K
Project:
Subject:
Job No. JNK Operator: AC
Date:. Friday June 14, 2002 8:38 am
SYSTEM FIX 4 ASEC 2 BEAR PRI 0 RED NE STA 2 FILE: 'XING'
Coordinates for Crossing of Stream
1 Print Point 80-82
Point North East Station Elevation
----------- ---------------- ------------------- ------------- ------------
80 729,929.5420 955,537.4040 0+00.00
81 729,825.0640 955,430.6150 0+00.00
82 729,870.8370 955,189.3380 0+00.00
Page 13

April 30, 2002
Mr. Michael A. Calhoun, P.E.
Vaughn & Melton Consulting Engineers
1318-F Patton Avenue
Asheville, North Carolina 28806
To Whom It May Concern:
Please be advised that Michael A. Calhoun, P.E„ of Vaughn & Melton
Consulting Engineers is representing us as our agent iregarding the
engineering and obtaining all necessary governmental approvals for the
protect known as Fox Lair Crossing Subdivision in Weaverville, North Carolina.
This pertains to the US Army Corp of Engineers permit ¢ nd any other
necessary permits and approvals.
Should any addltlonal Information of confirmation be needed, please do not
hesitate to contact us at 828-253-2796.
Sincerely,
WEST COAST FUNDING, INC.
Bill Martine,
President
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VAUGHN & MELTON ENGINEERS - ARCHITECTS
DATE INVOICE NO. DESCRIPTION INVOICE AMOUNT DEDUCTION BALANCE
-
< i U ?U11' SECT ON
020969
CHECK / CHECK BO
DATE 7 ' O? NUMBER TOTALS
?c?o?
PLEASE DETACH THIS PORTION AND RETAIN FOR YOUR RECORDS
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RECEIVED

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SHEETS
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ROADWAY PROFILES
LL -1
UNE PLANS
EC -0
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EC -OA
AND WATER DETAILS
EC -1
AND EC -2
EC -3
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WEST COAST FUNDING, INC.
WEA VER Vil,lE, 1110
BUNCOMBE
DESCRIPTION
COVER SHEET
PRELIMINARY SUBDIVISION PLAT
NOT USED
LOT LAYOUT
EROSION CONTROL INDEX
PHASE / CLEARING LIMITS
DRAINAGE AND EROSION CONTROL SHEETS
DETAIL
SHEETS
ROADWAY PLAN
ROADWAY PROFILES
SEWER
UNE PLANS
WATER
UNE PLANS
SEWER
AND WATER DETAILS
V&m
#:A
COUNTY
DEVELOPER: WEST COAST FUNDING, INC.
OWNER CONTACT:
BILL MARTINEZ
WATERS WEST PLAZA
19310 HOLLY LANE
33549
L
UTZS FL
TEL. [phone]
FAX (813) 99i9-5559
CONTACT: MICHAEL A. CALHOUN, PE
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DIGITAL MAPPING SERVICES
104 EAST NORTON STREET
ZESULON. NC 27597
[phone]
Vaughn & Melton
Consulting Engineers
Park Terrace Center
1318-F Patton Avenue
Asheville, North Carolina 28806
[phone]

• •
REVISIQNS NOTES. NAD s N~pp7p
ADJOINING NAME PIN DB PG N0. DATE DESCRIPT.
PARCEL 1. AREAS SHOWN ARE SUBJECT TO EASEMENTS OF RECORD.
2. RECORD REFERENCES: D.B. 1345 PG. 0738
statB m Nortn cordma aun~,nae cou~nv ~ WEST COAST FUNDING, INC. 975303407568 D.B. 1345 PG. 0738 3. PARCEL 1.D. NUMBER: 9753-03-40-7568
4. THIS SURVEY CREATES A SUBDIVISION OF LAND WITHIN THE AREA
I,L/ayd D.B~avn certify iMl tNs mov Was drawn under my supervfslan from an 2 MICHAEL D. RUSSELL 975201488364 D.B. 2361 PG. 0634 OF A COUNTY THAT HAS AN ORDINANCE THAT REGULATES P
~fuo/ survey mode under ay direct supervlsfon from reference deeds recorded !n rNK Fox Cov M E PARCELS OF LAND, p
DaedBOOK 1345.Page738:tMttfgralloofwecistar 3 FRANCES MARIE ANDERSON 975201489521 D.B. 1881 PG. 0363 5. AREA BY COORDINATE METHOD. p
as colculale0 by latliudas and departures Is 1:10,000; tMF tide map was pra/.~rad !n accordanco wdAGSA7-30 as aireraded.w7nass my orfgtra/ sigmlur~ 4 JEAN ROWETT 975201459674 D.B. 2044 PG. 0738 6. THE DISTANCES ON THIS MAP ARE UNADIUSTED HORIZONTAL
reglsl~aBOn num0er,ofd seal tNs Oay of 5 MARTHA MADDEN ROHRBACK 975202580745 D.B. 1465 PG. 0691 GROUND UNLESS OTHERWISE NOTED. Vf
7. BOUNDARY SURVEY FOR PARENT WAS TAKEN FROM A PLAT T
DRAWN BY HIGH COUNTRY SURVEYORS DATED 11399.
surveyor 6 DANIEL PAUL STRATTON 975202592017 D.B. 2052 PG. 0395
RIGHT OF WAY FOR FINK FOX COVE ROAD (SR 21Z1J
Regtst~ol~on Num6u 7 KENMORE ENTERPRISES, INC. 975202583998 D.B. 2397 PG. 0617 IS 45'. SEE D.6.1607 PG. 0569.
9. FOR CAROLINA POWER AND LIGHT RIGHT OF WAY
8 CHARLES E., JR. AND LUCINDA J. BALL 975202691431 D.B. 2170 PG. 0464 SEE D.B. 1434 PG. 0704.
I0. THIS PROPERTY IS SUBJECT TO ANY OTHER RIGHTS OF WAY,
9 JULIAN J. AND CAROIYN C. RICE 975202597859 D.B. 1373 PG. 0157 RESTRICTIONS, OR EASEMENTS OF RECORD.
10 MCGILL ASSOCIATES, PA 975303401079 D.B. 1928 PG. 0097
ll. KENMURE ENTERPRISES, INC. HAS RETAINED A 2' WIDE STRIP
Se°~ II VERN AND SALLY J FELTNER 975201493601 D.8.1802 PG. 0642 0f LAND ALONG ITS EASTERN BOUNDARY LINE AND IS
THEREFORE THE AD101NER OF RECORD. SEE P.B. 59 PG. 35 AND VIC/NlTYMAP
StNe of North CarWlno 12 WAYNE 5. AND NANCY W. LEININGER 975201493364 D.B. 2326 PG. 0526 P.B. 60 PG. 71 FOR FURTHER INFORMATION. NOT TO SCALE
CWT ~ 13 EARNEST AND M. LYNN PINTER 975201494172 D.B. 1728 PG. 0543
I, Review Officer ar' County.cazilfy tMf de mop a p~otio wroth tNs cerllfiaailon Is aiflxed meals ol~stmurory requlremeMs for rewrdlny. 14 JENNIFER JACOBS 975201486734 D.B.1833 PG. 0176
Dale
Review Offber
The fa~oing certlftwie of a REVIEW OFFICER of
CouMv,ls cerNited M be wneci. Preaenied for r~lsirollon aM remrd~ in tNs office )n BOOK OF MA"S PM,E f s Me _ Oay of 20_ EXISTING IRON PIN OEIP
aF ^'GacK ~4f. EXISTING MONUMENT C]
TREE
IRON PIN SET ®IPs
POINT NOT SET 0 1~,,
CONTROL MONUMENT ¦ i IPS W/CAP
~ ~ ROY M. AI 9 ZOY M, AND DEBORAH Y. FIELDS ~ PHASE LIMITS
2220 ~ Q 975 ~ 69 83 PROPOSED LOT NUMBER 8
i ~ D.B. D.6.1134 PG. 0043 z CONTROL CORNER ~
i W
JOHN G. SHRAM DERSHIE B. MCDEVi1T ~ O r` ?
975304613437 975304610036 / ~ ~ ~ ~ I 4 Q
D.B. 2052 PG. 0220 D.6.1906 PG. 0081 Z U . ~
J ~N z
~
~a~ 1 0
I ' v> >r r v ~ Q
~ p z P l ~ U
I ~ - I A,
' ~ . I"' ~t'~' Q1 z
~ O ~ / ~
HARRY 5. AND CAROL D. ACCORNERO ` JULIAN J. AND CAROCYN C. RICE ~ f a ~ \ O
975300520185 975304506527 ARC ~ KENMURE ENTERPRISES, INC. ~ ~
D.6.2062 PG. 0795 0.6.0957 PG. 0393 975202588648 ~ ~ W
i OQ D.B. 2397 PG. 0617 • ' ~ m
~ \ ~ ~
W$ ova s M OIL76 AC. ; ~ , RBC.ARBA\, Q
/ Ya Ac-• 1 r z
~y M a ~
iHASE 3 ~ ; 13.589 ACFES ; Q ~J~ ~ j ~ ~
~ p 5 .
f ~ i
C hQ o.ssa we acre wa ~ mn ea 1 ~ ~1 5,aaw asi~ wc. I oxl5 Ac. l ~s~w~i r' °
PHASE 1 >s '~1 3i ~ PHASE I. Z9.68Y ACRES OA09 AC 0.M1 AC ~
1` / ~ G 1 \ I
15.0.19 ACRFS ~ ~ ~ 6 \ MN AG
O.iB AC. / D
als7 AC. AC. f eo ata orp. DIGfTAL MAPAlNG SERVICES
` F Q6% AC. i I 0.111 AC 0.17! AC. ~ \ ~ ,gar own i I oc~ Aa r ~
~ ~ ' ; I 104 EAST HOR70N STREET
~ ~ ou ~ ~p 66 osu sa NC 27597
'~~I: p6A AC. ~ 0.505 C. \ oA99 AC. ' I f9i91269-5744
' \ ~ ; 0.600 AG f ~~~T-- 1 ~ 0.62a AC. Ob76 AC. ~ ~ I ' I /
R~ ~ Piw' I ~ , Q /J ~yi ` PROJECT SUMMARY: A~ , ~ ~ ~ t\
-PROPERTY UNE LOCATION !S APPROXIMATE \ ~ I I °S6 AO ' I 0.651 AC, ~ ~ ~ ~ O.f1i Afl 0,606 AG I ~ i ~ ~ /
AG ~
-ALL ROADS W/1L BE PRNATE ~+;o \ i i ~ -TOTAL AREA: 68.32 t Ac. \ ~ 0.~ ~ ~ 6 ~ ~ ~ \ y` ~ Od10 AC. ,
FRED A. BLACKWELDER ,F ~ ~ o~~o. D _ 3 \ oar AC. 1 O,b88 AG .0.606 AC. ~ G ~(436v1JlyLJL1~~
- PHASE /PROJECT AREA 29.682 f A~. 975300367876 .7„r.a ~ \ ~ i i a9 ~ \ i 2 r KENMURE ENTERPRISES ~
- PHASE 2 PROJECT AREA l5A49 f Ac. D.B. 1131 PG. 0269 n' @ c.s1e ec. i osn AQ oua Ac. 2 014 2 __-r.. o.6x „G 975 873 7
- PHASE 3 PROJECT AREA 23.589 f Aa ~ I 1 ; D.6.1954 PG. 0406 Middlesboro, a6sa AC, ~ r i \ ?
-NUMBER OF RESIDENTIAL LOTS: 66 ~ z a%^ °G Kentucky t i ~ , G 0,600 AC. 606.248 6600
- MlN1MUM LOT SIZE: (LOT 16982 sq. ft. w ~ ' .S Od97 AC. Greeneville
-MAXIMUM LOT SIZE: (LOT 30) 4/377~sq. ft. Q9 ' ~ 61 j ass9 Aa ~ ~ ' os7a Ac. r ~ Tennessee
-LENGTH OF PRNATE ROADS: 5678 ft. 4 ~ ~ `S gM1E( AC. 0.15 AC. AC. ~ ~ ~ \ I 1 423 639 027 I
- MAXIMUM ROAD GRADE lS l8% ~G 4 ~ I I ~ \ / ~ ~ Asheville
-SUBJECT PROPERTY IS ZONED R-2 ~ ~ ~ ` 7 ¦ North Carolina
- REEMS CREEK GOLF CLUB SUBDNISION !S ZONED R-l 60 acu wc. 628 253 Q796 i"'~ / ~ Copyright ® 1998 Vaughn & Melton
ALL OTHER ADJOINING PROPERTIES ARE ZONED R-2 ~ 57 ~ ~ I f AIIRfghts Reserved
- ALL PROPOSED ROADS TO BE l8' PAVED o:oi moo. / 1 ~ / 1 I
- ALL ROAD RIGHT-OF-WAY TO BE 45' 0f01AC CIO; ~ / DRAWN: ACC
- CUL-DE-SACS TO BE CONSTRUCTED WITH 35'R,40I1 - -
- RADI! FOR TRANSITJON INTO CUL-DE -SAC JS 35' NAD 83 N.C.G ID CHECKED: LDB ' R
-ALL RADII AT INTERSECTIONS TO BE 3d JOB N0: 30067-01
-RIGHT-OF-WAY AROUND CUL-DE-SACS TO BE 5d SCALE: I°=200'
- DRNEWAY RIGHT-OF-WAY TO BE 45'
- SEE EC-0 THRU EC-4 FOR ALL STORM WATER AND EROSION DATE: AUG 4 2003
CONTROL ITEMS KENNETH A. AND ANN M. MAYS MAYS
- SEE SHEE7 R-l FOR ROADWAY PLANS 975201392954 GRAPNlC SCALE SHEET TITLE:
- NATURAL GAS. TELEPHONE. ELECTRIC AND CABLE ONES D,B. 1422 PG. 4165 zoo o ioo 20o aoo soo Pf?ELlMI,NARY
WILL BE INSTALLED UNDERGROUND
- CONTACT INFORMATION: _ _ n Y 1 d 1l? 1?!1 C C T]? ~ T T D 1l ~T 1T c~ Tn a T n n SUBONISION
nnrr r~,rr~?rA nt~ nr ~ m P~Ar
(N?NtFt: Wt S/ GOASl hUNU/NG ING G/O LilLL MAH1 1NtL L t/~~ I~1ll\ t./jIL L,FV 4ij1x LjJ 47VOL.i Yl Jl VLF( - 1-,Exx
ENGINEER/SURVEYOR: LDEWAYNE BROWN, PE,PLS 1"1[GL1LY1111(~`llt 1op ( IN FEET ) I inch =200 ft,
SHEET SHEET N0:
2 INC UNG,
0 WNER: WEST COAST FUNDINC . OF C-1
21

' REVISIONS
, ~ N0. DATE DESCRIPT.
\ , A 1 I ~ j ~-2-01 75' LOT WIDTH
! t ~ ~ ~ ~ I l l ~ / FOR LOrS 14,23,
\ \ \ ? / ~ i 25,28,AND 56
~ ~
• ! ~ / - ~ ~ ~ ~ ~ I ' ~ i / Z 6-11-02 MOVE ROAD B
D
AND PNASE
(F. \ ~ I , ~ ~ ~ ~ ~
I
\ \ , d , t ~ 1 ~ \ ~ ~ 1 1 1 ~ ,
~~Fr ~4':. 1 1 i, ~ ~ ti ~ ~ ~ ~ ~ ~ ~ A 'y ! `I I ~ ~ a ~ TYPICAL 30 WIDE 1 TYPICAL 10' WI AL 10' WIDE
~ ~ ~
~ ti ~ a ~ . ~ ~ ~ ~ BUILDING SETBACK ~ UTILITY EAS h ~ iL E ~ ~ a ti ~ ' A re ~ f s l `h ~ / ~Y EASEMENT
I ~ 1 ~ V I ~ ( ~ l cV ~ ~ ~ ~ ~ 1
v ~'vA ~,IIi~' fl, ~ , y: \ ~ ` : i ~i ~ i \ ~ i . , _ --k°11N~- _ - i
v ~'es ~ I ~ A I "I' ~ ~ \ ~ ~ G~ - - -
'N~. •v ~ ; , ~ ; ; ~ ~ TYPICAL LOT WIDTH 1 ~ ` \ 0 ~ II ` ~ , 1~ i I c a ~r
_ ~ 1 - .,~k'- -
~ ~ _ ~ ~ ~ E t I ~ , _ -o.,- ~ / %rafi~'_ - ' _ ( y;,l.,. SAGE` '~~~l~i
'v ~ I v r ~ ~ ~ 2~ \y ~ ~ I ~ F ~ ~ ~ A ~ A. ~Jt~.. 2j C - - I
.b , Q i ~ ~ i ~,b, \ \ \ B ' ~tJ 'fie 's i ~ \ ~ ~ ~ - ' 1 >c1a- - ?
sb~- ~ ~ i i ~ I /
-.~z,;~- . ~ a,~, ~ ~ 1 !
\ ~ ` l ` ~ ~ \ 1 1 1 I I ~ ,d ~ i r ~ ,
' - ~ •A ~ ~Le ~ : .v , ~ 1 ~ / ~ ~ i ~ ~I a ',?I
~ ~B ~V V G \ ' ~ ~ `I 1 ' r , ~ 1 II ~
t
' ~ ~ ~ ` ~ d ~'s ~ ~ I ' ~C. ARC 1 w r
•1 ~ o f t a ~ ~ ~ 0.165 A ?I ~ \ ~ ,
\ ~ , 4 3. `dy'(' \ a~ ~ `,u ~ 1 1 'd~ - 1 1 I ' Ip~ ~ f Y Y l I ; ~ ~ ~ ` ~z~~ :
l f. ~ AlI• t \ 1J i " ryl ~ ~ / :2 ;
~ ~ ~ I 1 ~ ~ ? ~ 1N ~ I F~ j ~ ' ~ A ~ ~ y t it ~ i i ~ ~I C ~ r i 1 ~ ~ I ~ ~ Vin, S ~ ~1 ~ ~ li i I ~ r / ~ ~ m \ ~ , ~
~ ~ S ~ ~ I ~ ~ t ~ ( / r I ! V u s i~~ I 1 / ? ` .
v / ~ bC ~ ~ ~ ,v, 'I f ~ ' Q q f ti I 'I I y a ° ~ ~ i m ~ ` i 1' ` , m I 1 ~ I o i ~ ' ~ i i fir, 'v, ` ~ ~ , ARE ~ ~ ,vas, , ,
REC`. t~RE ; v ~C. ~ i ~ ` i ~ ~ ,
~ a I 6, ~ i i ~'a i ~ 'I a S ~ 1 I ~'i I a ~ 8,r~ ~ 1' r^ \ ~ 3 1, A \ V ,H ~ A A.. ~ ~i ` ~ ~ / \
~ 1 ~ s~ 1, I j I ~ ~ ~ r t ~ k. ~ ~ \ ti ~ 1 ~'I i 3~ ~ ~ \ ti ~ i ~ f i i ~ ~ ~ ~ - , ~ ~ / ~ N I /
! t i 1 y m ~I z i ' I r r. f~
~ ! i l i ~ 1 r / Il, ~I ~ ~ ~ j 1 f i \ ~ \r3oa> be,, ~ ~ ~ 1 ,1 l ` I \ ~ ~ \ :1 t i ~ y f i~ u ~ ~ t3~o s, ~ ~ ~ ~ \ / / 1 .
~ I ~ - ~ I / I A ~ 'ate s. A 1 :N i i 1 ~ ~1 ~ ~ ~ ~ ~ i 1 ~ ~ ~ ~ ' ~ 1 i ~ ~ ~ ~ ~ ~ \ ~ Yoh ~ ' , ~ ~ ° ~ ~ ~ ~ i Bk501 A:C. ~ ~ % ~ ~ Q ~ r.,~ ~7f ~ z ' ~ 21 ,0.496 AC. -
, i- ~ s. ' ~ 'C ' V \ ~ ~ A ~ it ~ A A ~ - ~ ~ a i I j i / ' I L, r- _ . , . ~ -
V ~ ~ I A ' V A ~ ~ V i _ ~ h I I ~ i it ~ r i h+~ y ~ i 1 ( Z i ~ / ~ i~ ~ , _ ~ i ' ~u,v ~j c` A "e'ra`. _ I ~
~ > ~ ~ / / i
ti ; , ~ i f ` ~ 127 _ ~ ~ 4 0.4 s ~C. ~
'6 G. ~l ~ q ~ ~ ~ ~I i ~ o ~ ~ 1 ~ .l ~ / ~ / 9~ ~ J , v`_~ `ems - ire. ~ ~ s
ti ~ ~ ~ ~ ~ ~ s ~ ~ +ti: ~ I ~ _ r ~ 4 : ? ~ ? ~ 12 o.4~h ~~C. ~ 1 z/y
~ { _ -ear-' I ~tii: '`e>r. ~ A ~ ~`ti ~I 1 I ~ ( ; / 1 ~ ~ ' ~ ti ` r~ f ~ 1 1 ~.`i I , , \ .,,E a l `a- 1 • 1 I ~ ~ 1 1~5~ ~ -r
_~4:. ~ l rl n na ~ t i 2 h, ` \ ~~.~1L1/'"'{ ul~o~~~ ~ \ OrV
'y , ~ 1 r ~ ~ ~ v o 1 A \
_ ; s ~ ~ ~ ~ V ~
V- r y H .e R ? 8. 1
\ , ~ 187 ~ _ ~ - . , .47a Ac. W ~

~ s ~ / f R ~ ~ ~ MKS: \ v. b \ •489 AC.
sa I ~ ~ ~ ~ ~ i .1 it I ~ / ~'a. ~ ~ t / ~ i ~ ~ ~ r ~ h I ~ y ~ - X69 A' 186 ~ Q y ~ ~ 185' ~ f - _ x\ w 1~ A " ! x ~ l~j
i ~S• ~ ~ ~ 1. e A A I ~ 1, , 's 4 i a ~ I \ _ ~ ~ ~ ~ ; 0.472 AC. ~ ~ ~ ~ ~ ~ Z m
\ n. \ \ i ~ ~ g 1 'v 'lry i l i I ~ ~ c I 'y \ ~ ~ p ~ - ~ ~ 1 I 1 ~ • 7 ~ \ ~ v ~ ~ ~ i ~ . ~ ~ O ~
~ ~ 1 ~ ~a ~ . ~ Y c ~T l,' I f l ' 1 I ~ ~ ~ i'I ` ~ f I ~ nI ~ot~~ 1'vYva I ~ ? ~ ~ 1 1 d ~ I \ ~ i N _ { y ~ ~n as 1 } , I ~ ' I i ! ~'1 I $ I ~ ~ tv ~ ~1 ~ ~ ~ I I j ! I i 1 ~ ~V ' ? ` ~ . ~ yam` ~ \ ; ~
L . , - . ' , 0.497 C. ~ \ 0.499 AC. z
~ ~ 165 ,
I. 1 , A~ ; ~ ~ g i ;S ~ ; r I • ~ r A , • i ~ m
\ { , ,'Q 47';2 A I ~ i 1 ~ ~ j r( ~ A A ~ ~ ti ' 0.,~~R+' ~V.j. ~ r ~I ~ ~ •~tV ~ ~,,d ~ ~ ~ ~ ,183
- ~ • i ~ a m ~ I v ~ 1 ~ ~ \ v183 I i -~-1:r ~ Q ~ ~ ~ ~i ` ~ 1 ti I ~ ~ ' ~ . i~~ 0.692 AC.
\ / I M I~ tel. ~N. I Or513 'Li g I ~rl I \ m ' 1 a ~ z fl n\i ~ 1 \p f ~ ~ / ` t~ ~ , r \ 23~ i ~ ~
A Zd h ~ r~ ! l• r~ I I 1 ~ I I i i I \ I i~ it ~ r ~ T r Je. I. ~ 5 ( i. ~ ~ h
1 p - - ~ ~ 1 1 ~ ~ ~ I56 / ~ ; a ~ ~ \ % ! ? .0.500 ~,C. ~3~
t a , ; ~ , / r a' l c , : A, I , I , r' ~ ~ ~ ~ - . - - ~Teo~ata ~or .
~ r~ ( ~ i ~ i r ~ 'J a \ ~ \s ~ ,J l;l ~ s ~ ~ ~ t 0.625 ~,C. ~ 0.15 C• ~ i ~ ~ =~Hr~ , i M D!GlTALMAAP/NGSERVKES ~ ~ ~ ~ v t ~ ti
poi r 1 ; ~ ~ - Iz i ~ ~
~ r ~ .F~` ~ ° Ir j!' ''z~l ~s6a'Z >V I I I 1 A ~ ~ \ ~ ~ ~ ~ . , ~ 'I @ . 155 0:11 `AG. ' ~ _ 199 1` `~~a~/ i ~ 1 tfi~ f ,.za" -F' _-_1 -z. e,! 1 1 1 ~ 'Max:'- , 0~ 1 104 EAST NORTON STREET
~s ~ ~ I ti i ~ 1 V~ A~~~ ~ ~ I IUl.~ ~ V ~ ~ ~ 1 i \ ~ ~ ~ 1 ~~A ~ ~ ~ I I .V r' ~ ,1 ~ a' f 7i< ~ y\, d. ~ ~ b "a ~ A, k Y r ` K r 1 ~ 4 \ ~ ~ ,1 ~ / / ll , ~ ~ ~ 1 y~ ' ; ~ _ ~ - ZEBULON, NC 27597 \ r 1 ~ ~ i ~ 254 1 ~ t , 1 1 O•~1~ ~ 1 \ / ~ - - t919S269-5T44 \ ~ , , ~ ~ ~ ~ t ~ ~ - ; , 102 ~
I It ~ ! / ~ ~ l~ 1 I ~ x ~ V J ~ ~ rya i ~ ~p.521 AC
< ~ v v v ~ / V I~~ v I y \ A ~ I n ~'~f ~ ~„y, ~ ~ ~.I. ~ . ~ ~ ~1nJ ~ ~ 1 I I 1 ~I l i 1~ A o V ~ ~ i V ~1 `ehy v. ~ I~ ~ i /w f f i v ~ ~ ~ is r , N. a.,583~AC. abOb C. i~ , , , , ,tl, , ti;- ~
-sue ~~"y- 'CN ~~r,~ ~ 'i ~ i ti ~ k r ~ ~ //'//j••~~/-/"////~ ~ 128 ~ _
. Wis. ~ ~ \A at `~.8v$ el \ ~ I ~ ~ - I I ~ ~ ~ ' I ry v i - ~ ~ 122 ~ I .~L \ y :t ~ ? ' _ ' I~r. y ` ~ 1 ' 1~-- ry ~ t / f75
~ ~e,,, s, z ~ v ~ , . ~ ~ - I , ~ 0.37 i C~ j ~ v ~I Iv I ~ _ ~ I
v ` v. ~ A I I L ~ 1 I ~ ~ ~ `v ~'~C ~ ~ A ~ ~ ~ ~ , A~~' it ` 1 ~ ~ ~ r~ ~ ~ , I ~ ' i ~ / ~ ~ 1 1 i % J a` yN. 1 S I U•51d~~'EAC, / ~
_ 103 . \ b.59 ~A rt, _ ~ ~~r.
~ ~ ~I I „ _ 3~q3, ~I~ ~ ~.®•121
f~~ ~ 2501: _ / ' ~ 10~ i. ~ ~ i ~ ~ ~ ~ . ` ~ ~ ' 0.60` ~~C• _A r -
~ - i • i ~ ~ I ~ ~ n I I'' I• I ~ ~ o 'rte ~ s • / ` `v ~ ~ ~ t~~-.~ 1 `a Middlesboro, ' s~ ~ i ~ ~ ~ ? Kentucky
` yr ` ? ~ l ~ ~ - ~ ~ 0.54.3 AC. ~ ~ 606 ~z4a shoo ~ . _ - _ 2;.. - 0591 AC. ,
r r , _ -...5~ cG "~1• ti l 1 ( 1 ( ~ 11 ~ ~ ~ =i ~y~ ~ / ~ i : ~aC, ' I ; _~,...rx%; f 0:5~~ AC:,~ ~ Greeneville,
1 i'i ~ ~ r ' I ~ . ml ~ r I ~ Y r ~ i~ ' ~ - ~ ~ ~ - _ ` ~ , ? Tennessee
\ y; Z~ ~ ;c Fy f ~ ~a . ~ ~ ~ I `ti' ! I ' ~\f ~ ~ ~ ~ 11//~~ p/~y {{AA~~``y ~ • O.f ~ ~ 1 ru 'x imp~._ ~ ~ - ~ ~ ~ ~ i~ 423 s39 027 I 0.698 ~C. ~ ~~00~' - ~ ,I ~ ; ` ~ ~ ,
\ ~ Y ~ ~ S ~l ~ l ~ 1 ~ ~0".2 `1Y0 dam`=~•J . \ 0. ~ ! ~ ~ ! - ~y4 ~ 2 Asheville, ` . C, II ~a l ~ North Carolina
to iL / / 9 % ~ l / ` \
/ ~ 1 ~ % / ~~i ~ ~ t i .rem" .:,~r. z'' I ~ ~ ~~y~-. `"2, i I i ~ . , Q+ , • w" •.y ~ 828 253 Q796 ° ~ e ~ ~ 1 % ? ~ Q~ ~ Copyright m 1998 Vaughn & Melton
~ Ail Rights Reserved i ~ i ,
I I ( i' ~ I ~ ~ ~ ~~(i' .t ,V ~ NAI? 83 N.C. G ~ 5 _ , . \ 0.4 7 AC. 's ! ! ~ ~ SEAL ~
/ I ~ I \ s_ ~ -as-R-_ t ~ \ ~ ~ \ ~ i •i 6267 ' 0~ 73~AC. \ ~ ~ ~ / ~ C~~ t ?l~-i DRAWN: ACC . \
- ~,536.. ~C~ ~ q,{r ~ y. 05 ~C, y. v ~ r ,t~ r / , F L1`.. CHECKED: LDB
~o. j 4 ~ ~a~z i ~ 8•, "ice.. ~ ~ ~ A \ ~ / ~ 7~' ~ ~ ~„,tt« ,E,.ra- _ JOB N0: 30067 01 ~ ~ ` ~ / '
fa ~ ' ~ ~ ~ ~ r ~ ~ t_ , ti ~ ~ ~ ~ ~ ~ ~1~ Ct, ~ scA~E: I -loo `N
' NCH. ~ -HTE_°--_ ~ I ( ~ ~-U3I~~L_i_ 'y ! l 1• ,.t3:St V A 1 , ~ ~ ~ ~ .r`i f? ~ i ~ i, b . 04'ti. ~L ~ ~ % ~ 1 ! ~x~ ? - 1 o _ DATE: AUG 4 2003 a f~ ~ / ~ ~ ~ '
~ ~ I c ~ I raw J \ ~ ~ I r ~ i / i~ 3P a ,i 1 i ~ ~ ~ / ~ ~ ~ , ,
~~a I , a 15 ~ , ' ~ 1 SHEET TITLE: , r ~ g ~ ~ f 1
L t = ~ ~ ~ .-r. nor ~Arour
\ ~ - ~ N ~ _ 1 V GRAPHIC SCALE ~ ~ ~ J y/ ` " 'r ' 1
4 ~ < _ ~ ~s,~. s~ ~~~sr ~ ~ ~ (PHASE I1 ti ~ I ~ ~ ~ ~ 'reasa ' --a.,.~ _ V A, c f ~ k. ~I .
inn n cn inn onn enn A ~ ~V 1, t Ai~ V I. Ii : I I ~ :
1 i~1 Z3 1 6. I
SHEET SHEET N0:
~ i
~ IN FEET) ~ba~~. \V ni i i
Inch =100 ft. -cb LL-4
2 1

REVISIONS
N0, DATE DESCRIPT,
j11HINII/f•..~ 1
r ~
t ~ 2 ~i:~t~
£ ~ ` "z~~ r S(~~ ~ G
ass, 'ti~'lHti~~' ~~s' NJ~
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1
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a ~ ~
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tib ~
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~d~ ~ ~ I I I~ C 'I 1 ~ iii ~
~r~l I ~I 7 ~ 1 l ~.C (m ~ Y/ ~e
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1 ~ \ ~,G ~
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\ / yam. \ \
~ ~ ~ ~
~ ~
~ `I '11 ! J ~ , ~ ~ ! 1 ; ~ 9 . ~ A ~ ~ ~ p
/ 'fi't \ ~ i lI \ F ~ F U
\1 i 1, ~ I \ ~ ~ ~
~ ~ m
~ 4
~ 8 ~ \ , C ~ ~ i fit. ~ ~i
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~,1 ~ ~ x c~\ 1M ~ t ~ ~
l < <i i ao ~r ~ i
d I
d I t I I ~ 1 II y 6 ~ ~ a i ~
v ! % ~
Y2 I ~ ~ I ~ I I~, ~ ' 1 it ~ ~ i ~ ~ 20 ~ to C r
s ~ t<< ~ I c ~ ~ 1 i 1 1 o a o p. I ~ I , t3 ` { 1 DIGITAL MAPINNG SERYN:ES
~ , i ~ ~ ! 1 ~ ;A ~ ~I 1! I '1 ~ i ~
~ 1 >s I I F ! ~ I ; j ~i~ V~ f04 EAST NORTON STREET
~1 ~~~1 V ~ ~ ~ ' 1 ~ I ~ ~ i I II ~ I 1 ~ ) ~ ~ ; ~ ZEBlB.ON. NC 27591 { ` ! i ~ 1919)269-574
~ ? i ~ , ~ i
l 1` ~ \ ~ i \ ~
ti ~ i ~ C\ ~ \ ~ I
\ ~ ~ \ I ~ ~
l \ ~ ~ I II I ~ / , / ~ / I
~ \ ~ 1,
/
1 ~ ~ ~ ~ ~
\ I I ,1 ~ 1.- ~ , ` \ i
~ 1 ~ 1 I \ r1 ~ ~ I - ~ j; Middlesboro,
~ ~ ~G '1 11 ~ JAI l .r, „1 ~ o Kentucky
~ 11 II l ~ ~ ~ ~i' 606 '248 6600
ao I~ 1 q` 1~ i ~ i _ - Greeneville V ` O r
j ~ C i ~l SZ ~ ? Tennessee
i l W ! G 4 ~ / / 423 639 027f
1 Asheville,
~ - / ~ ¦ North Carolina 828 253 2796
G ~ y CoDYright ~ 1998 Vaughn & Melton
All Rights Reserved
NAD 83 N.C. GRID
oRAwtJ: Acc
CHECKED: LDB
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~ ~ i ~ s ~ A i % ~ ¦ North Carolina 826 253 Q796
• Copyright © 1996 Vaughn & Melton
~ _ 1 ~ ~ ~ ' _ . I- - - ,r' AIIRights Reserved
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v ~ . ~ / / l ; ~~7(~ x~ . ~ i , ~ N ,G SARI G I~IM S ~ 1 \ , ~ v 1` ~ 1 A ' ` ` ~ A ~ ~ ~ \ ~ .l~ / + l Copyright ® 1998 Vaughn & Mellon
+ / , M+~ ` ~ 1 + l 1 , t1 ~ \ ~ ~ ~ \ \ ~ A!I Rights Reserved
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THIS MAP WAS PREPARED IN ACCORDANCE WITH THE ACCEPTED , ~ i \ , \ \ \ \ \ ~ - - _ - / ,!r , r , : , : ~ ~ , ~ ~ ~ ~ ~
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AY N MEET NATIONAL MAP ; 1 , . ~ ,A v - , ~ ? ~ 1, ~J' , i . mss- - _ INSTRUMENTS. SMALLER DASHED CONTOURS M OT E - , ~ ~ : ` ~ : ' ~ ~ v v v- ~ _ _ - ~ - ~ l: r , , r - i ,n ; I 40~ - 1 1. I I 1':~,,~ VAy\vvA ~ ~ J,, rl I,~,''J',~ ~ = - r ~ ~i ; , . , l` t- , / / i i / _ PROPOSED OUTLET PROTECTION _ - _ _~~~%i. , ' .,;./l is \\~~1\ - , _ SEE DETAIL
DATA CAPTURE IN DIGITAL FORM USING ANALYTICAL STEREOPLOTTING f ~ ; \ , - _ . _2ae__ _ ~ l., : , , ; ; > I , '/ry/y~l„i ; i;, ; ~ ` _ : _
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'iI i Iltl ,~~i` /i i!`• ~/i~ r 1 ~~~~I , i. ~ \\A /~~-vim / - pp i ~ ~ / l / ~'i ,i~; ~ - vim. AME-"GATE ; ~ ///i/ ~ ~ U ; ~ ~ _ 1; - / ; : „-/~i ! ' , ~ ~ 56~ _ SEE SHEET EC-0 w
II 1i~,1 ~ 1' > i~ / / i h _ !//f %I~ ( l' II /jy Z~ \ ~ 7 ~ /Tr ~ - _ , ~~`i'~/-1-~ _L ;'7.1-T=~-Y
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,t; ~ A`\` 1 •ll ,/h / / / /1 •1 .rte ! h i
,I. ~ / ~ •(I' ~nl; J; -'l, 'j~ ~ / / / •'~I,/ '/fir// V v v~ 61~ _ ~ _ / 1 ' 4 I, ~ \ `i \ \ ! I I i ' I l r('r~. f /i 1/ % / ~ / j/ ii~' ~,C' 'i' ~ \ ~ . ~ _ ' - , /mar / , 90~ r ~ ~ ~ ~ / / l r I l / / / `~A' '~'.-1- II ~ . ~ , / / \ ~ _ /i~ / / . 104 A T NORT R T / ^i / l % ~ , / ? / i ~ / j / ' / / \ . \ • " / j , ~ E S ON ST EE
, / ~ / ~ ~ ~ ~ / / , / ~ / / ' ~ \ . \ ~ \ . - / / , i ~ ZEBULON, NC 27597 i , / l r ' r ~ / / / , i / ' ` ~ ~ \ ~ \ - 3~6 ; / / / ~ 19191269-5744
, ' ~ - ~ I '4. 'I.~.(}J .';i I'i I~•r 0I •,~I II( ~ / % 7/ A/' V~~VA ~ `I/ Y" 'I'~ / I V ~V ~ \ I •i ~ I I ! ~ ,i', ' ~ I I E ' - ~ ~ ~ / ~ % ~ / ' i / / V ~ v _ _ •j i O,~ . ' _ , w, / /y"~58~--- "'j ^ y/ ? / ~ / / / v _ - / / / / 1, ` y , ~ \ v v ~s v -y ~ _ - i / / ' ~ /
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\ - / I 'III / / / i \ l-. i- _
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V A V \ V ~I-- - % ~ i .I ~ 1\11 • \ ~A. Lp 111,+~ ~ II V ' A I I ~ I I / % ~ i / / _ - ~t~ ~ - / j~~J ~ .i'i , ~~y~~ _ / - / / ; / ~~l / ~ ~ / i o~ ~ j y ~ ,v, v - _ / / j, , "tea
~ ~ ~ ~2 % '~J 1' ,I,,1' I I ~ 1,,4~ 1111' i II ~/i' / / - 1. f ~ - ~ ~
~ \ . _ _ _ I~ `~~.~,I: ~1i11 IIti ~jl~' I~, li ~ ~ / / / / r - _ ,y ~ / _ V3 / / / ~ I y-;'j ~I' I i t t { ' I .1 ~ I I j . / ` ' j- j .1 / v
\_..--27- _ _ ;~i~ iG ~'~~~I r~ 111! J II / _v~ r' _ - ~ i%/i ~.A - _ i / / , _ _ ~ \ \ / i / i / ~ - J- • ; Middlesboro,
- \
_ / { I ~ _ - f/ ~ / l l . \ ~ / l ' ; iD•, i \ \ ~ - _ - / / 606.248 6600
_ 1 r?-, I~ ~1 ;1. ;I, I~~ I iE~, , F 7 - - - X25// / - _ % / sl ~ / ; , / / ~ ~ ~ q~ \ - pA ~ , Greeneville /
/2 ; " - _ / / ~J a~ ~,J ! ~ ~ ' I',,. IJ'~ l , ~ ~ ~ i 11, 1 'I k i 1 I 1` ! ~ ~ ~ l ~ - _ = ~ / ~ ~ r^7 ~ / / j r, , r I~ 'I~ ~ I ' ; .1 ~ / r% ~ _ - - - _ - - ~ , 3@+85 / / ~ 1'l,' / , / , % / . ? Tennessee _ / / ,i / / / ~ i ~ ~ / ~ l l ~ ~ % l , .v \ v A 4 . ~ ~ / ~ / i 423 639 027 I
, - ' ! j ' ~ ~ ~ ' i „ ~ ,1 ; ; ~ j i ~ ' I , ~ ! ~ ~ - _ _ X53 -6a~ ' ~ ~ I ij ~ ~ I ~4 , ' ~ ~ I' ~ / / r`,r,I,~ ~l f v' _ ~ - - - - _ . - ~ _ , `3AP-~~ll:fs9- i--- - A~ 6 ~j ,i 1 I .I r, I.I. i r, ~ \ .i _ _ ~J,/1
~ r.-.......~~1 .////i',/~,,,/ % I'!r` Ijii,/ ,~~I ~f I Ilfj f! ! J~.--''r/~i//% i / - _ / I r 11 , ~ ~ / ~ _ _ _ / ~ ~ ~ / / ! \ rye % ~ Asheville v v ~ , h ~ l ~ ! / / / A ~ v. A V ~ - - ~ " / North Carolina
i _ - `~6 - - - , ~i i/L l / I 111 ~ , i ~ ! I ~ ~ , ~ ~ I I ~ l / i / l ~ / y ~ ~ --2530"' _ _ ~ 2 -i52@-- - _ I-T-25@7.44 ii % , `Ifl7.~2~ f8a'HDPFl~PI~E ~,i~ i r ~t~ l l~ ' ~ / ' r,. \ - _ . _ ~ ' / / 628 253 8796
, ~ . ; - ~ - - ~ ~ - ~ / i ' ' , r ~lI 1 , ICp) 1 i I i4: / 1'.'11 I I I ~ ~ I I I 1 ' ~ , / ~ / f i ' _ _ _ ' `hL ~ _ - - J- / . - ' - ~ ~ ~ ~ ' ~ 7w0 :O rr / 'v ; / i \ V - - / ~ ~ ~ CoPYrl9ht m 1998 Vaughn & Melton _ -q-~ , „ , , 1/~;' ' ; - r , i _ / l ~ r \ Ail Rights Reserved
-:A~ j. ~ l 'l y i~ II+If1,I l 'I _ ~ ~ r - ~ `i. ~1.t
\ ~ / / I, 11'^4 Il,ji. 1'~Il I ~I I /1 ~ - ~ ~ ;1,11-~1 - G r i ' ~ j .:1 ~ I : ~ J / ( _ ~ - --~~0-" gg~ _ ~ - X510-'- i x'510--~- • ;='j' ~ , , ~ v v ~VA ~ / j l I , i ~ i~ \ i-
' y~~/ , ~ 6~,_ ~ . _ /j / / " ~ ' l ! I / "'tl I ~ i ~ ' : t~' ' 1 I ~ I (1 ~ ` ~ a'1 I l i ' r ~ _ - •I _ - i / ,i - G ~ , / / ; v, ~ / - / ~ ~ ~ g\ 'y \ \ - DRAWN: ACC
/ r ~ _ - - --z66~ / / ~l ' ' f ; ! t ~ ~ ~ r ' ':A ~ 1 1 r l I ~ J ~ , - - _ -~4- - - -r_ i / r 0~ - r.. r'" i / - ;r w ~ l~ ' ; % / ~ : \ \ \ _ " / CHECKED; LDB
- 1, I , ~v 1 _ _ 5 - / / r - 4 / i i / / ! : ~ l r~' ~ ~ / 4 1 ~ ~ i 1 V' , 1 V ~ \ VA , I ~ ~ % i ~ V _ - ='ice' a i \ ~ - / / i , l \ ' _ JOB N0: 30067-01
/ E ~ ~ \ ~ l 480-- ~ i r ,r Z?4 \ ' - _ = - SCALE: I -50
, l _,P- ~ - , RIME T,E, ~ D hl K ~ ~ - i / ~ ~ - ~ ~ - -
. - ~8,5'.Q / ~ l~ -3.~, / ; i~ \ ` ~ _ ~ \ DATE: AUG 4, 2003 -~aqo? - i . ;1 C~E~ ~I EAR(NG fib / ~ \ ~ _ - '
~,:i; - ,,~svvv - - - ' ' 1. l l , ) v v~ ~v `vvvv , ~ , _ 6 ~ - O 251LI69j ~Z~~, ~ y ~ _ ~ / 7 ,r-` v v A ~ - 50'' ~Q
~ ; ; l ; ; 1\t 1 i.-.A• .A ~\A VA V\~ AV\;A• '~`i-~j ~ i I , - _ ;-d y~ ..a--- - i -~-.J- ~ ~ _ - ' / ~J, a. - f \ SHEET TITLE:
as / ~ / - % / .y , \ \ - \
' ~ ~ j' -\\E~~ - _ - ~ \ 30' ' / / / / i~/! i`: /r`~j } ~ \ - \ ` ~ ~ \ \ . \ G°+~.- ~ t! 480- r'!/~r f 1i 'I1` A~ _ / ///f~°~ I \ i~,11 V A 4. AVM' ~ A - .i~Y/- r- 2480- ~ - , ' / / / ~ ~ ' - = / ~ ; i / ~ ~j` \ ~ \ , _ - _ ~ / ~ _ _ A6~i / ~r~ _ EROSION CON7~ROL
- _ " - - PLANS
: ,
- _ _ / '-2450-- (rr-- SHEET SHEET NO: r

~ ~ X460-"' l / ~ i~ ~ 1;I , • ~ ~ T~~ ~ ~ ~~~~~VA V ~ / ~ ~ ~ j / ~ j .q/' ~rirf ~r~` ~ ~ ~y `GS' VYJ ~^r~..--!. ~ / 71 ~ ~ / / r ~ 1 r~ ~ 1 ~ i r ~ ~ ~ ~ri ~ ~ ~ • cp h V~ ~ 1 / EC-2
i ~ l j ~ r ~ ~ f i 1 AV~~\~~. V . ~6 V J ~ r ' % j r , r f. ~ ~ ~ ..l . I 4 J r I 1 ~ i I ~ r ~ ~ f V ~6 , ? i ~ 21
MATCH LINEEd S Ed S 1 E , AE i S HEE 4 T ivL:iC--,l

TaBtE ~ TaBtE 3 TaB~ REVISIONS TABLE 4
N0. DATE DESCRIPT.
OUTLET PROTECTION tDETAIL * i) PIPE QUANTITIES DRAINAGE I DRAINAGE QUANTITIES Qo $ _ UANTff(ES p o j 716-3 Q
0 2D # 2D 4D F LENGTH ° OF TYPE 'E' ° OF TYPE 'F' • OF TYPE 'G' 00 PIPE PIPE SIZE FRAME & GRATES FRAME & GRATES FRAME & GRATES DF TYPE 'G' • IijE " OF DAB INLET • 4F DROP Q~ MAN,
0 0 (FT) tFT} (FT) tFT) 0 dE & GRATES CATCH BASINS- FRAME AND GRATES INLETS Z 11-20-3 TABLE 9 pp o
0 0 NP-9 DITCH WIDTH 6 DITCH WIDTH 2 10 7
0 00 7 19 ! ( p~ 2°-3" WASHED STONE `'c Oao 0 0~
F 0 0 0 D NP-42 DITCH WIDTH 4 DITCH WIDTH IS INCH O 1576 0 e~ ~ ~ ~
o NP-12 6 12 18 24 INCH 272 ~ 0 0 0 0 8~ 8 ~ o 0 ° o
o NP-15 2.5 5 7.5 30 INCH 120 o' ° ° ~oo
0 NP-16 3 6 9 36 INCH 92 0 og 0 0 0 0
NP- IO,NP- I 6.5 13 19.5 0 80 q °g 0 0 0
2' NP-17 NP43 6.5 13 19.5 6 MiN 80 0 -2 I
0 0
NP-47,NP-50 12 24 36 4D 0 ti
NP-22 3 6 9 .
PLAN NP-7 3 6 9 CARP . .
NP-45 6 12 18
FILL SLOPE $ILT FENCE-~- FENCE-~•- _ ~pj, ,
5 GRAVEL MUD MAT TO BE INSTALLED A T ENTRANCE ~ S EXISTING 16267
CLASS IRIP RAP TaBtE 6 Ta T EXISTING BtE Outlet pipe GROUND ,ISTING GROUND EC-3 Not to scale ROUND E 0
PAVING TO INCLUDE 2' CONCRETE VALLEY I~IITTER .,ti• ~G~11F
TABLE 5 - TABLE 9 I, C
Note: min 15' 0 PHA I ITEM SY ITEM QUANTITY SPECIAL DITCN (DETAIL #4> ~ uJh~ a~
thick, on filter fabric. 0 _ EARTHWORK tCY? 3.-03
0 _ ~ 0 0 I%z' S9.5A 7400 2' GUTTER 7400 LF PECIA OTTOM WIDTH 112 S L
0 - 0 - 6' ABC 7400 6' ABC 2500 SY DITCH ~ g (FTf
- - = CUT 34600 . 0 0 6 I 3
o
~i=== - - - ~ FILL 42500 Filter fabric. _ - - - - - - - 2 2
3 0
- - _ _ _ _ _ - Q SPECG 4 SPECIAL DiTCH FILTER FABRIC 4 ~
=1 ! I=1 I I=131=1 I I=1 L I=1 I I=1 I I=1 11= Not to Not to scale 5 5
NOTE NOTE :SEE TABLE 9 6' 0 ~0 MAX. WITH WIRE
SECTION (6 MAX. WITHOUT WIRE) 7 2
ti
8 0
EXISTING 12~ GAUGE MIN. 9 D
I GROUND $iDDLE AND VERTICAL WIRES `139~CIAL DITCH 6 f'~1
TYP. PROTECTION AT OUTLET 70' FOR FULLWIDTH CUL-DE~- SAC Not to scale 4 ~ 2' 9, SILT FENCE NOT REQUIRED Vj
9' 2'-~- 4' 10 GA' 10 GAUGE MIN.
NOTE :SEE TABLE I EXISTING ~i99 A _ _ I%2" S9.5A GROUND +T99 AND BOTTOM STRAND -
~S Q ~i
- 8/ 8/ ~I~-~~~= 2~ 2~ 2 v z ~ ~ z
o A
1' THICK #57 STONE ON SPILLWAY FACE ABOVE CLASS BSTONE _ I ~ I rw CO ~
EXISTING GROUND 5` MIN. - - I_I I! ~ Q O v
III =III FILTER FABRIC WIRE Z
SPILLWAY CREST ~ ~ 6" ABC JN =
0 6 ABC 6 ABC fit, W
UNDER VALLEY GUTTER UNDER VALLEY GUTTER ~ 5' MAK. i~ ~ O ~Z
D PROPOSED APPROXIMATE II/p' ASPHALT CONCRETE SURFACE COURSE, TYPE S9.5A. NOTES ~ „ ~r Q~ a
USE WIRE A MINIMUM OF 32 FILTER FABRIC ~ ~ ~J _
IN WIDTH AND WITH A MINIMUM U ~ f-- OF 6 LINE WIRES WITH 12" STAY ~ ~ Z
L ~ TYPICAL SECTION COMPACTED FILL ~ SPACING. ~ p ~
CLASS B EROSION STON EC-3 Not to scale USE FILTER FABRIC A MINIMUM V O
FA TEN ~ Ca OF 36 IN WIDTH AND S ~
SIDE VIEW ADEQUATELY TO THE WIRE AS ~ GINEER. I W DIRECTED BY~THE EN I I ~ m
TaBtE 2 POST OF THE PROVIDE 5 STEEL I ~ W ~
EXISTING SELF-FASTENER ANGLE STEEL TYPE. i i Z O
GROUND 2 i' MIN CLA55 B EROSION STONE V TEMPORAR I SEDIMENT TRAPS USE 6' WOOD POST WITH I ~ - ~ U
4` Min. 3" DIAMETER. 4" I STEEL POST 2~ 0~~ DEPTH My ~ .~?QAD POST - 3 -0 DEPTH Z I ~
SEDIMENT DEPTH WEIR WIDTH I IM LENGTH M N UM I I I m _I
1.5' o~ cooo TRAP (-f'$ VOLUME ( ) EXTENSION OF FAC'iIC AND
D W (f6 X (f6 L (f6 5 MAX o ~o~~ 2: I MAK. SIOESLOPE -~f~BE INTO TRENCH rr~~
FILL HEIGHT OO i 305 4 I~ I 7 1; I MAX. 51DESLOPE 2Q3 20 0 ~J
2 3e5 4 8.8 17 54 n6 0 EXISTING GROUND 3,
3 305 4 9.9 MIN. 908 684 3A S11 T FENCE
FILTER FABRIC MBANKMENT FILL 4 3e5 4 2403 EC-3 Not to scale
48.6 4140 X
5 3e5 4 15e6 31.3 17 0
END SECTION 6 3.5 4 Ilol 2202 864
TABLE ICb6-I
7 3.5 4 905 900 630 2 TEMPORARY SEDIMENT TRAP PHYSICAL PRC~ERLIES OF ENGINEERING FABRICS
c-3 Npt to scale 8 3e5 4 12. I 2402 1~6 PHYSICAL PROPERLY TEST METHOD TYPE I TYPE 2 TYPE 3
NOTE :SEE TABLE 2 (ARTICLE 1066- CLASS A CLAS5 B
MINIMUM ROLL W 1DTH - - - 361nct1es 361nches
MINIMUM FABRIC WEJGHT I 4,Ooz -
10' MAX. CTRS. MINIMUM TENSILE STRENGTH 2 901b. 2001b. 501b. IOOIb.
ELONGATION 2 8C1/. Max. 15Y. Mln. 3C!/. Max 25Y. Max.
MINIMUM BU STSLRENGTH 3 150p~ 400p~ IOOp~ 180p~
MINIMUM PUNCTURE SiRENG1N 4 451b. 801b. 301b. 601b.
J.5' ~ a ~G~~o~ APPARENT OPENING SI7E-MAX,MIN 5 60/100 30/130 2Of0 20f0
mfn. A (U.S. STANDARD SITE)
TAMP a MINIMUM ULTRAVIOLET EXPOSURE 6 801b. 1401b. 401b. 801b. Middlesboro,
9' BACKFILL N ~ SLRENGIIi RElEN110N ? Kentuck y
min. N FUNGUS RESISTANCE 7 NoGrowfi NoGrowfi NoGrowfi NoGrowfi 606248.6600
MINIMUM PERMEABILITY 8 Q2an~ec - - - Greeneville,
L= The distance such thot points p A and B are of equolelevotlon - - - (THICKNESS X PERMITTIVITY) ? Tennessee _ =1 ~ I-I ~ A23~ 639.0271 FILTER FABRic To ~;r MINIMUM PERMII~IVITY 8 - - Q 15 Sec Q 15 Sec
Fllter Fabric p - - - - w w { ~ ~ ~ - ~ ~ ~ FILTER FABi
vwi i = I ~ ~ 1= BE BURIED l - 1= BE BURIED UN4ER LYPICALAPPLiCAIIONS ShalderOroin UnderRipRap TempOrorySll"I'Fen08 Asheville,
A 8 EXISTING GR EXISTING GRADE « North Carolina 828'253 2796
A STEEL P STEEL POST Copyright m 1998 Vaughn & Melton
7 I/2 OZ. FILTER FABRIC B~ All Rights Reserved
D
a Class A ar B 1/aT N VI W N W PRAWN: ACC SEC Tl~ VIE
Erosion Control ELE 10 E Stone CHECKED: LDB
CI NOTES: C1 JOB N0: 30067-01
Q D
Q I. Fence shall be a minimum 32 In width and shall, Q z4'max ' ith and shall have a minimum 8 Ilne wires SCALE: N.T.S.
F!lter Fabric 2~ at center with 12 stay spacing. 2. Burlap shall be 7 I/2 oz. weight and a minimum 1d a minimum of 32' in width. Burlap shall be DATE: AUG 4 2003
fastened adequately (12' max. apart) to the fc rt) to the fabric. MIRIFI 14Q or equal may be used.
3. Steel post shall be 6 to 7 feet In height and height and Z or 3 inches in dla.. Wire fabric
shall be fastened to wood post with no less 4. See 6.62 sediment fence in the EROSION CONTRA rith no less than no. 9 wire staples I- I/2" long. SHEET TITLE:
SECTION A-A for silt fence considerations. :ROSION CONTROL PLANNING AND DESIGN MANUAL DETAI~.S
PHASE 1
6 ROCK CHECK DAM
EC-3 Not to scale 3 SILT FENCE IL T FENCE SHEET SHEET N0:
EC-3 Not to scale of to scale 9
OF
~EC-3
21 1 1.

REVISIONS EXISTING
CONSTRUCTION SCHEDULE MAINTENANCE PLAN GROUND N0. DATE DESCRIPT.
I. CBTAIN PLAN APPROVAL AND OTHER APPLICABLE PERMITS. I. ALL EROSION AND SEDIMENT CONTROL PRACTICES SMALL BE
0 00
2. FLAG THE CLEARING LIMITS FOR PROTECTION. CHECKED FOR STABILITY AND OPERATION FOLLOWING EVERY RUNOFF-PRODUCING RAINFALL BUT IN NO CASE LESS THAN 0 0
0
3. ATTEND THE PRECONSTRUCTION CONFERENCE PRIOR TO STARTING CONSTRUCTION. ONCE EVERY WEEK. ANY NEEDED REPAIRS SHALL BE MADE IMMEDIATELY TO MAINTAIN ALL PRACTICES AS DESIGNED. 0 ~ p •S•
i 1 ~
4. INSTALL SEDIMENT TRAPS, SEDIMENT BASIN, AND SILT FENCE AT THE FIRST CONSTRUCTION ACTIVITY. p. SEDIMENT SHALL BE REMOVED FROM THE SEDIMENT TRAPS WHEN 0 0 D
STORAGE CAPACITY HAS BEEN APPROXIMATELY 50% FILLED.
5. COMPLETE SITE CLEARING. GRAVEL WILL BE CLEANSED OR REPLACED WHEN THE 12" MINI 0
O ~ 00 p °o
6. ROUGH GRADE SITE, STOCKPILE TOPSOIL, CONSTRUCT CHANNELS, INSTALL CULVERTS AND POOL NO LONGER DRAINS PROPERLY. op o 0
OUTSET PROTECTION, AND INSTALL SEDIMENT FENCE AS NEEDED. MAINTAIN DIVERSIONS 3. SEDIMENT SHALL BE REMOVED FROM BEHIND THE SEDIMENT FENCE Op 0
ALONG TOP OF FILL SLOPE DAILY. WHEN IT BECOMES ABOUT 0.5 FEET DEEP AT THE FENCE. THE ~ .,1~ CLASS B RIP RAP ,.~~;~~,CAR,p~
SEDIMENT FENCE SHALL BE REPAIRED AS NECESSARY TO MAINTAIN ON FILTER FABRIC y c'Z~Q~ 9~:9'
7. COMPLETE FINAL GRADING FOR ROADS AND PARKING AND STABILIZE WITH STONE. BARRIER. SEAL
3' 26960 Q
8. COMPLETE FINAL GRADING OF GROUNDS, PLACE TOPSOIL, AND RIPRAP AT PIPE OUTLETS. SEEDING SCHEDULE . F ~v: i~~ •.,h'G1N~,.•
eF ~ M. S
9. ALL EROSION AND SEDIMENT CONTROL PRACTICES SHALL BE INSPECTED WEEKLY AND Seeding mixture ,•Nf1j1N111/N1
AFTER RAINFALL EVENTS. NEEDED REPAIRS SHALL BE MADE IMMEDIATELY. !2 S OPE DRAlN L
~ d3 1 C-~ Not to scale
10. AFTER SITE IS STABILIZED. REMOVE ALL TEMPORARY MEASURES AND INSTALL PERMANENT Species Rote (Ib/acre)
VEGETATION ON THE DISTURBED AREAS. Tall fescue 100
Sericea lespedeza 20
Korean lespedeza 10 Armor fore slope w/Class 'B' stone 6" deep
Redtop 5
Kentucky bluegrass 5 See NCDOT Std. Dwg. No. 840.16 1`
EROSION CONTROL PLAN for std. drop inlet frame C
Seeding note ompacted flll to 98/. Proctor and grate
~Itc 2: f Slope 2: i Slope h I!n
I. INSTALL SILT FENCING AS SHOWN IN EC-1& EC-2. STRIP TOPSOIL FROM ALL CUT OR After Aug. I, use unscartffed seed for serlcea lespedeza. PIS. 6 Ch .,,y
FILL AREAS AND STOCKPILE THEN PROCEED CONTINUOUSLY WITH SITE GRADING Nurse plants D1t~h
Ilne F ~I
2. CONSTRUCT DRAINAGE PIPING. MAINTAIN SILT FENCING IN GOOD I~'Ch `~-a.
CONDITION UNTIL NEW SURFACE COVER IS ESTABLISHED. PLACE Between May I and Aug. 15, add 10 Ib/ocre German millet or I5 Ib/acre Sud CRUSHED AGGREGATE BASE COURSE ON PAVING AND OTHER REQUIRED Prior to May I or ofiter Aug. 15, add 40 Ib/acre rye (grain). It may be be AREAS AT EARLIEST POSSIBLE GATE. plant the grasses in late summer and overseed the lespedezos in Morc 'acre Sudangrass.
ay be beneficial to
is in March. Q ~I
V Z I J
3. ON ALL DISTURBED AREAS, CONSTRUCT TO FINAL GRADE, SPREAD Seeding dates w O
TOPSOIL, FERTILIZE, SEED, AND MULCH. GROUND COVER SHALL BE Possible V
ESTABLISHED WITHIN IS WORKING DAYS OR 30 CALENDAR DAYS OF Best Q Q U
COMPLETING GRADE WORK, WHICHEVER IS SHORTER. Below 2500 ft: Aug. IS-Sept.l July 25-Sept. IS
Mar. l-AprJ Mar l-May 10 Drop Inlet see r ~ N =
4. WHEN GROUND COVER IS ESTABLISHED, REMOVE SILT FENCING AND NCDOT td. Dw N 4 14 ~ W ~ S g. o, 8 0. ? ~
FERTILIZE, SEED. AND MULCH IN ACCORDANCE WITH SEEDING SCHEDULE. Above 2500 ft: July 25-Aug. 15 July IS-Aug. 30 • PROFILE SECTION f' O
Mar. 20-Apr.20 Mar.5-May 15 (n Z
5. PAVE AS SOON AS POSSBLE AFTER BASE COURSE HAS SET UP AND IS Complete seeding earner in fiall, and start later In spring on north- an DETERMINED TO BE STABLE. east-fiac(ng slopes. ~ Q~ a o
~orth- and C m f l V~ a patted II to 98/1 Procter , I-
NZ ~ ~
6. CONTRACTOR SHALL CONTROL DUST AT ALL TIMES AND COMPLY Soilamendments Shoulder Shoulder to ~ \O
WITH ALl ORDINANCES REGARDING OUST CONTROL. WU U
Apply lime and fierttlizer according to soil tests or opply 4,OOd Ib/acre ~S f Ib/acre ground W
agriculture limestone and 1.000 ib/acre 5-10-10 fiertNfzer. ~ m
'l. W ~
c 1.5. i Slope 3: I Slope O
MWch ~ U ~ Z
Apply 4,000-5,000 Ib/acre groin straw or equivalent cover of another Armor fore slope ~
~/q" WIRE MESH ;a•:'~ mulching material. Anchor mulch by tacking with asphalt, roving, or netts another suitable w/Class '8' stone " d m 6 eep
" or netting. f see pro Ile section above.
' fl~• . • , Netting (s the perfierred method on steep slopes.
:Q.~. TYP. CUf OITCH SECTION SNOWING DITCH PL~1G
~ i °
•~O, • O,p: . 8 fYPICAZ D1TCN PLUG FOR DROP !HEFTS
P: ~ As noted on erosion control plans
A o. ~o.~;. A Y R~ Y II Not to scale i
.,p:^;. i eo eta orp.
pre~rat n~aPp~nw ssev~c;Fs
~o
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.o .
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'•~.d: 'O'~• ~/4" WIRE MESH L~
~:d :o:•a.~:.d :o:~o.~:,~:o:~a: 2' VALLEY /
C~ a ~C1Q~10f~
MAXIMUM POST SPACING 4 FT. ~ ,p~.! SEE NOTE FOH POST DESCRIPTION G U T T E R
.D ::p. Middlesboro/
~ Kentucky 606 •Z48 6600
VARIABLE_~* * NOTE ~ O Greeneville,
DIMENSION ~ USE N0. 5 OR N0. 57 VARIABLE~~ A S P H A L T ~ ~ Tennessee
12 STONE FOR SEDIMENT DIMENSION Q23 639 4211 _ i
2' CONTflOL AND PAV FOp F~~ 2' P A V E M E N T ~ Ashev11ie1 _ , ~
AT THE CONTRACT UNIT FLOW. EDGE North Carolina
' ---T-"-- ' PRICE PER TON SEDIMENT ~ ~ 828 253 Q796 ~ Copyr(ght ~ 1998 Vaughn & Melton
SEDIMENT ~ ` 6"~ CONTROL STONE. SEDIMENT ~ 6" II AIIRights Reserved
CONTROL STONE 2~ USE HAfiDWARE CLOTH 24 CONTROL STONE
1'-6" GAUGE WIRE MESH WITH 1J4 1'-6" DRAWN: ACC
* INCH MESH OPENINGS. ~Ir i CHECKED: LDB
PLACE TOP OF WIRE MESH A MINIMUM OF ONE FOOT f
BELOW THE SHOULDER OR AVERAGE BOX I JOB N0: 30067-01
AVERAGE BOX ANY DIVERSION POINT. SCALE: N.T.S,
DIMENSION VARIABLE INSTALL 5 FT. SELF FASTENER DIMENSION VARIABLE I ~ DATE: AUG 4 2003
FILTERED ANGLE STEEL POSTS 1.5 FT. FILTERED
WATER DEEP MINIMUM. WATER i
SECTION A-A INSTALL 6 FT. TALL, s iN. SECTION Y-Y SHEET TITLE:
DSA. W000 POST 1.5 FT. DETAILS
DEEP MINIMUM. (PHASE IJ
SPACE POSTS A MAXIMUM
MI11 TT._~1T~CPTTA\IA~ CI AW of a Fr. crur.~ G_nrQ~cTTnue~ CI AW lA \ TVf11A I f Al 11'11'1. 1 T ~ T/~/ l F1 I !•Il f
IIIVL. i i YiI7GV 1 P% Lm VL WWW v+nM~.~. n `%FWN IV IV I TI-R AL (,UKV A I UA I (rl [iHJAV
C-4 U-4' Not to scale
SHEET SHEET N0; 'o EC-4
s TYPICAL PROTECTED INLET
C'~V Not f0 scale OF
21 1 11

I REVISIONS NA? IS NGN1D
ROAD 'A' N0, DATE DESCRIPT,
N~~ 83 N.C.GRTD CURVE A-0 CURVE A-I CllRVE A-2 CURVE A-3 CURVE A-4 CURVE A-5 ;URVE A-5 CURVE A-6 CURVE A-7 CURVE A-8
PI STA. f00+70.62 PI STA. 104+42.12 PI STA, 106+75.98 PI STA, 28+48.71 P! STA. 27+31.10 PI STA, 28+35.84 ~A, 28+35.84 PI STA. 29+36.19 PI STA. 30+86.73 PI STA. 31+68.99
A = 26'50'35.!' {l.T) D = 599'13.5' tE.T) A = 41'06'47.8' tLT) A = 202'51'33.1' tRT) A = 21'21'53.1' tLT) A = 42'43'46.6' T = 47,726 T 102.505 7 = 150.005 T = 989.252 T 47.158 T = 58,677 42'43'46.6' (RT) ~ = 21'2!`58.6' iLT) ~ = 22'40'50.1` (LT) ~ = 39'!2'43,88' !RT)
L = 93.700 L = 186.36! L = 287.025 L = 708.112 L = 93.221 L = IIE.864 58,677 T = 47.164 T 50,138 T = 53.429 IIE.864 L 93.232 L = 98.963 L = 103.655 P/NK FOX C M
R = 200.000 R = 180.000 R = 400.000 R = 200.000 R = 250.000 R ~ 150.000 OVE 150.000 R = 250.000 R = 250.000 R - {50.000 ~
5E = RC SE = RC SE = RC SE = RC O
RO = 40' RO = 40' RO = 40' RO = 40'
CURVE A-9 RV A~1 ,BUR I! CURVE A-12 CURVE A-13 CURVE A-14 CURVE A-14 CURVE A-(5 CURVE A-16 CURVE A-17 ~ h
P! STA. 36+75.2! Pl S . 92. PI STA. + .56 P! STA.. 46+02.04 PI STA, 47+94 4 I T . 49+19.12 T . 49+19.12 P 5 18 Pi ST I+ 48 T . 5 + 7
A = 156'43`30.3' {LT) A = 174°26'55,0' lRT}A = 44°34'39.!° {LTl A = 34"1Tl9.0" {LT) A = 108'0 51, tR,~r 6fe'r4'{ 6j,~4 { - 39
T = 436.997 T = 81,976 T = 67 T = 124,211 83.410 L = 246.184 1. _ ~ 3 155.59 9 L = 169.878 L = !50.449 83.410 32 T = 6 t - = !50.449 L = 61.682 = 130.963 L = 104.131
R = 90.040 R = 90.000 R = 200,000 R = 220.004 R 90.000 R = 140.000 - 140.000 R = 90.000 R = 130.000 R = 90,000
SE = RC SE = RC SE = RC
RO = 40' RO = 40' RO = 40' CAr'tp''-. \p • ~~1,• ,
;~~@: aF~ssroy •.•y .
ROAD 'B' CURVE DATA SEAL -
CURVE B-I CURVE 8-2 CURVE B-3 CURVE B-4 26960
P1 S1a 11(34.64 PI Sta t5+43,22 Pl Sta 16!8723 PI Sta 18+2T.39 z~~ NGINE .
A=1518' 385' (LTJ A=21'33' J23' IRTJ A=2554' 58.6" (LT) A=70' 33`09.4' (RT7 ,,ry~~' M.
D = 510' 02.4' D = 21'13'!4,4' 0 =19'05' 54.9" D = 63" 39' 426" L = 167A1' L = 130,31' L = 156.64' L = 1102' yr1ry1,1, VIC{LAITY MAP
7 = 84A1' T =66.45` T =8015` T = 63b7' I ~ NOT TO SCALP p
R = 625.00' R =274.00' R = 300A0' R = 90A0' q3 ;1
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IIi ~ 9 1 h~' \ ~ o ~ I DIGITiu n+IaralNfi SERVICES
I~ i i i ti II ~ I
~ , ~ I ~ 104 EAST NORTON STREET
~ 1 ! I ~ Q ~ 1 i ~ ZEBULON, NC 27897 ~ ~ ; ~ [phone]
A - \ E I I ~ , r ; /
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~ i Y 606.246 6600
'ti t I I Greeneville,
a , ~ PRC 43+0.58 PC 40+36.56 a ~ ~ s~ © Tennessee
i ! 1 423 fi39 427 I
~ ~ i r2 ~ ~ ' I Ashev Ile,
• ¦ North Carolina 828 253 e796
s i~ \ Copyright ® 1996 Vaughn & Melton
AIIRights Reserved
I
~ ~ DRAWN: ACC
CHECKED: LDB

I J08 N0: 30067-01
~f SCALE: I`-100'
1 . DATE: 17 APR 2001

i
SHEET TITLE:
r ~1
~ MINARY PRELI
i PNIC SCALE ROADWAY PLAN GRA
PR~PFRTY ! 1NF I flf'dTIl1N /S dPPR~?X/IIdTF
100 100 0 50 100 200 400 \
SHEET SHEET NO:
11 t IN FEET }
I inch = 100 ft. 4c, OF R-1
2I

_ . _ . ; _ _ . , ' PROJECT REFERENCE NO. SHEET N0.
. H . .
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a ROAD _ _ ~ _ . E ~aIAJF,~ ENGINEER
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i~7 - ~ : _ I ~ , _ I _ _ ~ . ~ i OADWAY DESIG - - R N ; , Ely ; ENGINEER
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NCGS MARKER ~ ~ ~ ~ ~,v ~ \ ~ ~ ~ `€?1~°-#II ~`t „ ~ 1 ~ ~ w . „.^yyEAVERViLLE" ~ """f•-~ ~ ~ - t •_#17ti \ \ 1 tt Phone: [phone] ~ ~
z N ~ ' 72591.52 _ _ . . - _ - _ - . ' - \ ' ? Greeneville Tennessee 37743 . ti \ \ \ / ~ `1 r ~8g Phone: [phone]
E 9431,i1.5~- ' ~ PMH ~ - . ! ; ~i , ~ ~ . ~ ~ ~ ~ / ~ S~'A. 2?86.87 EIP' \ C98- ti - ` ~ ~ m, _ • -
~ _ . , ' " ~ ~ ' ~ ¦ Asheville North Carolina 28806 ~ , V ~ ti , P t , J _ ~n z : - ' ~ , , hone 828 253-2796 ^ •y. w -a 'PMH .~15
ti . r ~za~ - i M 0. ,a.. NDily~ 1816. WEST COAST FU I ~ l _ ; , - 4\.
. ~ KE.NMURE ENTER~RISES_'~-. ~ ~ ~ . _ _ ,,97,53 3 `~40 588 ~ . 2 w , = % ~ ~ . ~ } . Vau hn d Melton Consulting Engineers r
, F.. 9752...01 37 7346 . , ; , . , ~ ~ ; , ~ - I, , . r , _ - - . ~ i~°d. 1345 PG. T38 r 1 \ I . _ , . ; , ,,s ~ ~ : FOX LAIR CROSSING SUBDIVISION PHASE 1
~ - 4 B: 1504 PG. 675 . ; ~ ~ ' .14429 ~3 - . _ a ~ ~ ~ I I ` y~ . , ,p w ~ tU -`~ti4/ . i s0 /~;r , ~ ~ / ~ r;o';urrul~.~` ~ . ~ ,~;r W , , . ~ % ~-'r ~ , - , : ; ~ -STA. 10+00 TO 5TA. 28+53.13
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..w_ . - ~ " .,.._,..M.., ~ 1 1 71 F STA. i 1+99.77 - . - . ~ ._.2 _ . - , ~ I t N . '4 ~ / ~~j N ~ ,C ~ ~ , ~a ! : i ~ ` ~ ' ' ~ ; SCALE: ~ DRAWN BY: JCM/IAM DWG NO.: SS-1 , , . ~ I ,
_ / . , ~ ; ~ . r ; ; ~ w , ; ~ ~ - ~ ` ~ ' p, ~ DATE: 7 23 02 JOB NO.: 30067-01 SHEET # 15 DE 21 ~ / /
S, , , ~ - 1 ' _ - ';I ~ ~ ~ ~ wa
- • . I A V'' i '~w , ',1 ~ ~ : I . ~ . ~ NO. DESCRIPTION: DATE: ~ a ~
. . \ ~ _ - , . ~ - , ~ t , ~ ~ 1 MSD COMMENTS 7/23/02
\ ,rte : ~ ; ~ ~ , , i ; - STA. 17+97.64 _ ; ~ , ~ \ r ~ - ` ~ .~.w _ _ V ~ 1~ • 1G / ' ~ ~ ~G ,v ~ ' 9r~: 1- ~ ' I : I, \ ~ ; : ' ,,~P ~ 2 CORRECTED PROPERTY OWNER INFORMATION 8 13 02
f - - 3ZDA - r. _ F J ~ ~ r'~~ " ` ` ~ ~H E J . , p ~ / / \ ~ a? \ ; 4 A~~ ,1 ' ,PRaPSED cK ~ PMH 7 DROP ~ I I Rim ` ~ ''2 ,
a } , \ ~ . a ~ , I .2°„ , aE K D ~t~ STA. 0+ 8.75 LINE A= D I , ~ ~ - 3 MOVED PHM S 1-4, ADDED 1 A 10/01 /02
; A. 10+00.00 LINE H ~ ~ I ` ~ l I ~ ~ 4 MOVED PHM S 1-5 3 11/03 -eE ~ /
~ / l ~ ~ PER _ _ ~n~ t ~ V A 1 ~ I ;W , ~ ~~~t L I N 17 03
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{BY OTHERS) \ , $ - \ _ _ . _ - - - SSEL ~ ~ - \MICHAEI= D. RU ~ 1 \ D / ~ ~ 6 MOVED PHM S 1-5 3/21/03
STA.9+75.94 \975`2-01 :48-8364'' S ~ # . . STA. 9 67.08 FRANCES..MARaE_ ATtBEf~S'6R' \ ~ ~ STA. 19+51.59 - ~•pRI}P...ig',.ND&E~-PY ' , v I ~ 1 ~ ~ ~ . ~ , . ~ ~ . - ' ~ ; / } \ \ ~ I : 7 RENUMBERED SUBDIVISION LOTS 7/01 /03
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(BY OTHERS) 'SIN • I ~ I A t I ~ 1 v ~
LOCATION IS APPROXIMATE cP-ao ~ k ~ \ - \ ~ N= 728572.76 ~ ; • \ ~ ~ ; , \ \ \ , ~ (~T PMH 9 ~ \ ~ '
NSTIiiICT E= ss508as2 ~ \ ~ . , \ ~ ' ( ? _ CONTRACTOR SHALi/ RBCO ELEV. 2300.32 ~ ~ \ _ ; ~ 167?9~6 STA. +78,17 I . \ , .....w _ \ t y ` ~•-P 18' HDPE PIPE ~g \
1213616 BXI3TliNG INVBRT T8 ACCOI[ODATB ~ ~ , ~ - w \ t \
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THE LOCATION AND DEPTH OF ALL UNDERGROUND - Rp AA ~ X308. "'23 ~ l ~ f. _ ` _ lNVZ7IN 2399, ~ . / _ A ~ ~ ~ ~ ~3 _ ~ - . ~ ~ \ / INV, _ pl1T 239$ 59^ ,
UTILITIES ARE APPROXIMATE. THE CONTRACTOR SHALL NORTHING FASTING ~~x # 1 , \ \ ~ ~ ~ r ti. _ ~ ~•ti~. ~ I _ ,
VERIFY ALL UNDERGROUND UTILITIES WITH NORTH CAROLINA 0 954987.58 ~ 1 728213.7 ~ ~ . . , i ~ , TS 12 3 4 AND 5 MAY / ; , _ U ~ ^
ONE CALL PRIOR TO CONSTRUCTION, 1-800-632-4949. 2 728374.27 954828.09 CP-39 ~ N= 728948.15 ~ _ _ z, _ RE UIRE UMPS / PaaP, ;36' r~Pe~-f'~PE . v ~ . ~ _ , _ Q INDNIDUAL GRINDER P
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THE CONTRACTOR SHALL COMPLY WITH THE N.C. NATURAL 4 7ze67a.o4 954918.63 ELEV. 2320.94 `t \ ~ ' . . . _ \ \ ~ ! ,INV, qdt 2392, ,K9 Z
RESOURCES AND COMMUNITY DEVELOPMENT'S EROSION AND 728933.88 955001.43 5 / , .x ^ .
SEDIMENTATION CONTROL MEASURES. 6 729075,47 9550&1.39 . - ~ -
7 729211.79 955048.22
••1//N111N/////.1 MSD STANDARDS SUPERCEDE ALL OTHERS IN SEWER UNE 8 729260.91 955169.80 9 729479.90 955303.24 CAA _ , ~ v ~
CONSTRUCTION. ~ ~a~4 10 729835.23 955422.98 Q•~.•• ' ~:.04ESS1py'•.
a ~ ~ ~ , : ~ i N= 729355.72 - , . ~ ' \ I ~
ALL NEW SERVICE LINES ARE TO BE 4 IN SIZE. SEAL E= 955484.63 - ~ y / , , SEAL ELEV. 235eso ° ~ - ~ I / / /
~szs7 7r t 16257 ^ \ / ! ,
THE EXISTING ROAD R W FOR PINK FOX RIDGE ROAD IS 45', ~ ~
' NT IS RECORDED ON EACH Fnc~~~~.. AN ADDITIONAL 5 UTILITY EASEME 4~ , `•y ( ,uP
,,,,~1 A SIDE IN THE RESIDENTIAL SUBDIVISION RESTRICTIONS FOR ~ .V ~ ~ ~
SUBDIVISION RECORDED IN THE PINK FOX COVE ESTATES II"~ ~ ~ I I c.~"u.,•~ Q
BUNCOMBE COUNTY REGISTRY AT D.B. 1434 PG. 687. \ A / ~
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.M _ - ~ \ Phone• 606 248-8 0 ~I;
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4 _ ~ ~ ; \ \ ~ 1 .,.,.,.o ° . I ~ l NCGS MARKER CP-48 C' j~l ~ 1 ¦ Asheville, North Carollno 28806
, ~ , ~ . ,l ~ ~ ' to ; "WEAVERNLLE" N= 72963 .46 .r , J , ~ 2 ~ z'478- ~ N 728691.52 E~ 954501.77 S`, r-i;'"~ t , '•fa~ _ ~ ~ ~ r , i ; , ~ ; ; ; ~ m', Phone; 828 253-2796
E 943131,51 ELEV. 2485.96 ~~-,f ~ ~ ~ , r ` `~V V~~ V~~ I,,~,
v --SEE SHEET SS 3 _~f , ~ ~ ~ - ~ I r ; ~ ~ , ~ 1 ~ , ; ` ~ ~ ~ Vaughn & Melton Consulting Engineers
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~ \ ` ~ _ ~ r t i , ; FOX LAIR CROSSING S BDIVi ~5 N., U SION PHASE 1
; , . . , ~~,'4: ~ ~ , •a3 LINE B STA. 10+00 TO STA. 24+06.21
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~ 'I~ ' - - ~ - ~ ~ r 1 , ~ - - -2478- -m ~,1~, ~ , { y , - ~ _ , :i~ ~ 1 ; , ~ .1 , , , ~ . , DATE: 7 23 02 JOB NO.: 30067-01 SHEET 16 F 1 ~
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. , : ~ ~ . ~ ~ ` ~ 2 ADDED DIP BETWEEN PMH S 7 & 11, & AROUND 14 3 17 0 .
, . ~ ~ / _ ~ ti ~ / , . ` j - f , l . ~ l .,1 ~ `......5
\ \ ~ 436"" . ~ ' / ~ , ~ 1 - , _ _ j / _ ' I ~ ~ , ~ ` ' ` ~ ~ ~ - 3 RENUMBERED SUBDIVISION LOTS 7 01 0
. ~ A ~ ~ -24 r _ ' ' ~ \ ~ as 1 ~ Z
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_ rb M \ ~ w , . , ' ~ v \ ' I a~ , M` ~ - - ~ ~ ~W,...,,~0 ' UTILITIES ARE APP , 1 . g~ P ; ROXIMATE. THE CONTRACTOR SHALL
. . ; ' , ' ~ ~ , ~ . \ ~..L-- - ; ~ •;y': VERIFY ALL UNDERGROUND UTILITIES WITH NORTH CAROLINA
, P fa~7 DROP ~ ! ` 1 •2 ~ - ~ s-- ONE CALL PRIOR TO CONSTRUCTION 1-800-632-4949. y \ ~ - SEAL
- \ STA. 20+88.75 LINE A- ~ \ ~ STA. 10+00.0 ~ ~ ~ i ~ ~ i a; ~ : t 7r : 16281
~ ~ 0 LINE B ~ ,I . ~ ; ~ ----i ~ - ~ : THE CONTRACTOR SH _ . , ~ , , _ ~ y•., fh~ ALL COMPLY WITH THE N.C. NATURAL
_ 1 , i,; ~ •r ~ ; c , : \ F~. ~ ; , y F RESOURCES AND COMMUNITY DEVELOPMENTS EROSION AND
, \ , s ~ ~ . ! ~.,r ' r,/I a C SEDIMENTATION CONTROL MEASURES.
- , ' / ; w ~ - _ ~,l ~ .
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Q = Q ~ ~ g r. TOP PROP. GRADE N ~ ~ ~ `,rJG PRO , 36" INV.
~ D' (n 24D .49 PR P. 8' OIP / ~ 13 ~3~ HDP PIPE INV. INV. 2424.00
• WA ER tJNE ( ~ I) II N ~ T TO ~ 7~ 9 • INV, 2422. 2423.80 2g3' 2421.
2400 Q m ~ 2 5.27 23 .25 ~ 0 0
w 2400
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Q~ ~ LINE COMING 2 7,2,75 ~ / I { ,01' ~ .5196 WATE UNE 2380 0 / 7 m 2.2796 X42 / wATE uNE 23 9.80 PENS , APPROP LATE TESTING MUST BE
49.2 ~ PER RMED IN s AREA. 2380
r o o L?NE A i ~M I s" DIP\ 23 0.00 N t` ~ / Q~Q 6 I 8 DIP 386.20 ~ - 'INV. + ti ' 1 ,00' 1800 _ - 2388.61 I
~ ~ ~ 2 2.20 INV. ~ .5196 -PROP. 24" = Q Q EX, GROUN i ~ I~ 01 .2r'9: HDPE PIPE ROP. 18"
~ ~ ~ ~ ~ i b~ 2382.00 2386 DD DPE PIPE
D- N ~ ~ Q M ; FILL MATER PLACED I TH1S I AL MUST 2360 r, r, ~ ~ BE COMPA TO 95~ ANDARD P OCTOR-
N 2360
OP , / INV' PERFORMED IN THIS AR 2348.76 / = Q 2 Q ~ 2364.1 "
~ ~ ~ ~ / M MAINTAIN 12 " a ~ a ~ ~ INV.
~ ~ \ 8~ rVC N + ti~ 2363.95 S ARATION B EN HDPE PIPES \32.26 4.0396 ~ ~ AN SEWER LIN
~ \ OP 6 (C RRENT DESI - 1,00 ) 2,340 OR SEWER UN MUST BE D P
INV. OM PMH 8 2340
LINE DROP CON ECTION \ ~ RE R TO DETAI MSD 10 F R KEYING P PES ON SL ES ~ CRO ~
2338.8 " ~ 4 ~ B EN PMH 11 TO X12 D PMH ~1 TO X13, { S ~ AN HOR SPACIN SHALL NO E%CEED 36'
~ 177.67' 0.9696 `~p- 0 INV.
_ . ~ PROP R" f11P 2~~1 7A
2 320 IW` / WATER DNE INV.
2328.00 M nip / INV. Im- 2331.58 2320
18. TER LINE 2330.08 2350.28 INV. FROM PMH 1 m 0.)6% PROP. 24" FILL MKIERIAL PLACE IN THIS I RVAL MUST
HDPE PIPE i BE COM ACTED TO 95X STANDARD PROCTOR 232 .20 DENSITY. APPROPRIA TESTING MST BE
PERFORMED IN THIS EA
12,300 9-00 10-t-00 11+00 12 00 13 00 14+00 15±00 16±00 17+00 18+00 ~ zsoo 19+00 20+00 21+00 22+00 23+00 24+00

, . . ! - 1 , I I , , 1 l , ~ ti`. ~
t N, ~ , t , . ~ ~ . i , ~ , \ ..w ~ : .511 y i t ' t ~ I ~ , ~ Middlesboro Kentuck ~ ~ ~ ~ \ . _ ` I': ~ '.l ` i Phone: [phone]
~ X519-- - - - --2516-` ~ + ~ ~ 1., \ N= 729632.46 I . _ - ~ :1 I ~ ~ ~ \ ti \ • s fob ~ s ~ ~ \ . , \ ~ ` , , . s ~ \ • s , ~ . . - , , ; l : , ~ ? n Ile Tennessee 37743
NCGS MARKER _ i E ~ , , _ ~ -.„:..~'..•'i I II ~ < < - / , / ,A. . , ~;~'S ~ a l „ E- 9545Q1.77 s ~ ~ _ ~ . i ~ I I ~ 1 ~ ~ ~s~ _ , . I~ 1, WEAVERVILLE" ; , , , : \ _ f ~:=N , , ; I ; , ~ r e' \ ~ \ w ti o \ ~y ~ 1,, 1 : ~ ; I ~ Phone: r'423) 639-0271 , Vie-- r. ~ l ~ I . I ~ ~
N 728sst52 ELEV. 2485.96 i , ~ -~e - - . ~soe- - - ~ , ; I ~ _ . f 1 -,n, ; ,25 \ ~ ~ ~ti, , \ n., _ t 7 i _ ~ \ , . , v , ~ , ,,v\~ - ,1 ' , ¦ Asheville North Carolino 28806
E 943131.51 , _ ,v , ~ ~ , _ ; w. H ,I . V~ ~ Phone: [phone] ~ \ \ . ~ \ ~ ~ ` - ~,F&~. •,V ~ 629'' ~ 1 ; ti`s. ~ ~ r ' 1, ,
, A \ ~ _ , , ~ . `~'49~ - --2496-- dg>~ t \ ~ ~ , 6 - • \ L \ ' ~ `.V~ ~ ~6 s ~ 1 \ ~ , ~ A ~ ,1 \ . , , Vaughn d Melton Consulting Engineers '
0 ~ "25 S ~ - ~l I ~ ~ ~ , \ \ A' 618-- - ` ,
~ > ~ PRDP, 1.8 HD :E- PIPE $gILiP' ?4~..:3} f z , I , ; j 1 ~ 53g,~ c3 3~ @-'4, S/ \ , 4 . ~ - - _ . r ~ , ~ ~ ; 2'76 1 f23...8~.~-~8-9~`~ „ . ~ ,x,11, 1' f o~ , , ` ti 1T- ` t
' ~ _I NV ._-i~1~2~3~°~51 i- I`°'`c':c~ \ _..~5~..:,~ V AU-T 2A7~~;~ f ~ \ _ ~ ~ ~ ~ _~6 ~ 1~ ~ ~ 1' ~ FOX LAIR CROSSING SUBDIVISION PHASE 1 ,
2~y INV;'`01lT °2.4.29x9 - c`Q, . ~ , ~S, . , ~ - , ~ . ~w.,-I; , , ~s ~ ;~r,,:~~;t t; ~.,ti _ ~ . _ LINE C- STA. 10+00 TO STA. 20+95.80
~ . u.. ~ - . , - , . - , ~~/~y~/~ p~
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1 o r, . w~. - y.. _ ~ , ti.. , . 7 .w..,_ I , , \ _ \ ° DATE: 7/23/02 JOB NO.: 30067-01 SHEET # 17 OF 21
\ ` J ~ y\ . - . . . Nr - - - ~ ~ -o~~ co PIIdH X21 ~ \ \ #~RtiP,' ~.~°S TfPE.~C~,IP ~ ' ~ ' ~ - I . ~ , , - , , . ~ , : ~ 5 ~ -2519- ~ ~ ~ ti \ ~ ~ . ;
- - , \ , ~ STA, 16+29.98 + y~ l t , , . , ,l I s -~I V. , rN. C479, 49 ,1 , ~ ~ { •
r,.. , _ ~ ~ ~ Aa STA. 19+36.81 w . i~ ~ ~ ~ , _ c 0 ~l ~ ~ ; ~ v v y ~ 1 •.A v~ .y~. 0 ~ _ - 6 - N . '~,.~t~lv. ~,2~~ , ~ --~s 6 ~ ~ DATE: ~ a , N . ; \ _6e- I I~ , \ , \ s~ DESCRIPTION. 0 o l \
I _s , - y , .r / ~ .,~2.. ~ ` ` . 1
` 1 i o ~ ~ ~ _ PR Pi ~3. ~-f1DPE~~P.i PE-• , _ - , • . ~ : ~ t'.~ ~ t~ ~\y V ~ ~ ~1" .@,, ~ , + ~ _ 30'.b5~ 94l,„- 13x'24 1'~, ~ • ' ~ _ r y 4s~'~ ~ , ~ > > ~ ~ I ; , , ~ , ~ _ 1 MSD COMMENTS 7/23/02 I, , . 4 „"l. ~ ,
, , _ 38 -ear , ~ ~~1 ZQ I N,!•r'.~I~N ~ : b~ i ~ ~ 47~•- ~I? 247'3, •'lti-~:;uj n , A ~ \ ~ , G , `t6q , , _ , \ ~ ..:w„~_ - , 2 ADDED CLEAN OUT TO LOT 60 3/17/03 • \ \ - , .
; ; `y. ~ ~ 1 . . _N-~ . , - ~ \ 7 01 03 1', . ~ ~ _ _ _ _ , s, ~ \ . RENUMBERED SUBDIVISION LOTS / / j ' ' .
_ r„ _ "-?4 ~ PRdI~ L8' Hb E PI,P s ,~.A~~ ~ ` 1 ~ ~ - ~'+a~ ~ STA. 11+73.72 _ _ - .'2a'I 1 r r ` w ~ _ - z'4 ~ 6., 0'` @ 16 7-4'/. .,r Y ~ `
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1 + 'l. \ - 'L° i . ~ --2436'" ~ . ~ j ! i ' t 1 i ~ f ~ ` S A) r , . n ' J 4 , ~ "-7„w STA. 20+95.80 - -.~e.
. ~ ~ ~ a \ I ~ S ~ :1' 1 ~ t ~ -
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, - , „~4 ~ -2419- - ~ ~d.> _ _ ~ A QP:' ~ +a , ~ ~ ~ ; ~ , . 57.5 .
~ I 'l r , , , , ~ ~ r ~ , , ~ ~ ~ T 77 ~ ' ; . , ; 3 ti . y- ' "'S~' _ \ 19 729076,83 954856.56 5 , , , - >t , , : ' ; ' ; ~ . ~ \i` , s„ ~ 20 729835.72 954693.33
_ _ 952'29_ - _ , / , , , I , _ , , \ V'~. ~ ~ , _ t ~ ~ . ~ _ - y 1.
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. _ - t , I ,J I ; A r i ~ ~ , I . , \ : , - vw: 730182:08 955109.10 . , _ ~ P ~ 8,. Dili PfPF`•, '~'S s ~ \
~ i _ , . l ~ ~ ,f ~~v 1 ~ 9 'd 4 ~ ' 'R ~ A , ; ~ P 3a-- = - - 23 730343.12 955253.13 • _ `I.NV ~ ~~07 44"... _ _ , • ~ T. ~ I 251 0 ~ ' ' ~
i ~ ~ _ _ ~ •S~' \ NOTES: ~ `zr~~, ~~'s~ ~ IN nu`. a~e~,'~~.~. - - - - - --2529- - - - 4 ; ;
\ ~ \ ' < i" ~ f A , - 37$- _ ~ R- 5. / \ ~ , _...v . , ~ ,s ~ : THE LOCATION AND DEPTH OF ALL UNDERGROUND
, . 1 \ iV- 29793.94 ~ ` Y \ , E . SE SHEET SS 2 - , .r _ i , ~ ~AGJ' i / ~ti~ \ ~ , ~~q>~ LOTS 44,45,46,AND 47 MAY ~ _ _ ~ ;
~ , ~ _ . x ~ r , ! ~ - ~ , ~ - 'z ~ ~ , v,.' F. _ a~A r , , , - ~ , _ pp~~ - , '237 - ~3 ~ ` ~ ~ '1 REQUIRE INDIVIDUAL GRINDER PUMPS ; ; { ~ ~ ~ ~ I - w,~_~,,__._M-:: _wY~.~,~ 1 UTILITIES ARE APPROXIMATE. THE CONTRACTOR SHALL
.r . . _ , t / _ 'r w.~.. - - .w , ; ~ , _ ~ ; _ r..,. ' ` ~ l ~ ~ ~ - VERIFY ALL UNDERGROUND UTILITIES WITH NORTH CAROLINA \ • ` - -X508-- - \ - s
0 = ~ f ~ i ~ ` / ~ 3 - , \ \ - r . r \ ~ _ - Ilf \ ~ir _ 366-_ ~ ` / I , ' N;,.. - - ~ ~ ~ , ONE CALL PRIOR TO CONSTRUCTION, 1-800-632-4949. • 1 ^ ! , . .w....... ~
r , \ '~J .r, / . ; e , .,.r ' r ~ ~a r..~ ~ J ' Z'3 , ~ _...._M ~ 366' ~ , / , ` _ r ; , i . _ .
. , , - _ I'It~ f - ,.r - . ' ~ ~ ~ THE CONTRACTOR SHALL COMPLY WITH THE N.C. NATURAL ~ ,1 , ;
- -2358- ~ ~ - ~ 1 ~ , I 1 _ ve;~'-ter- l \ ~ ~ Z~ . s , , , _ , - ..=J~i2 , ~ ~ y~~ _ _ ~ ~ r , i ~ 4s~ , \ , . ~ ~ ___-_-...-._~w ; - _-,.ti ,f , , RESOURCES AND CQMMUNITY DEVELOPMENTS EROSION AND
, ,a. ^ ~ \ "'65.~ r w.. . 4+ 2 ~L `O r. ~ . ~ ~ _ _ - - SEDIMENTATION CONTROL MEASURES. ~ , .
, "51 , i ~ , ~ • \ y , ~ ~
, _ . , , , \ , . ' - r / " : 0;•~o yq y MSD STANDARD5 SUPERCEDE ALL OTHERS IN SEWER LINE
_ ~ , _ ~ . ! J v , q `79--_ - - - ~ ~ CONSTRUCTION. a \ ~ ~ , `..-24 _ SEAL.
~ 8 . , ~ ~ eta ~ \ ' • ~ , ~ • ~ w..,~ - ~ t 6267 ;
- , , ~ ,0 ,„w- . , ~ - ~ ~ ' . , / ~ \O,o~ ~ , , ~ ~ ..M - „ _ ~ ; ~5 ~ ~ ALL NEW SERVICE LINES ARE TO BE 4" IN SIZE.
r, ~ 'A ~ J \ ~ . ~ --2326- - ~ : 1 V , ; 9 _ ~ - \ •
r ~ < , ' r r ,
SEE SHEET SS 2 ~ ti - _ . ~ M wt~ . , g z5-o3
2580 2580
N CONST CTION OF RASE 2
~ WILL QUIRE RECD FIGURING
~ _ THE OF THIS LE
2560 r ~ a 2580
p. N + N ? ~
p N 00 N~ TP
~ ~ 0 ~ SI ' 2 3.28 _ ~ PROP. GRADE
W ~ ~ ~ g Q PHASE i H
2540 I a~ o. N 2540
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O ~ N c0 O ~p . oRADE ~
~M
p = Q I N M ~ F" I ~ INV. g'k INV. 2535.50
2520 I ~ a ~ 90 2535.30 2520
=Q I ~ ~ TOP y ~~0 i
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-
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25oa ~ - ~ 2500
' ~ I 24s~ss , ~ o PROP. 8"
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N 711: d I~ / \ .17 ~ INV. 0 \ A5 INV. INV. 2494.90
2480 o II D I _ 0 2494.~a 2a94.7a 2480
TOP %
~ W W 0~ + EX. GRD ND ! 2466.64 ~ W Z Z ~ ro' ~ PROP. "DIP FILL MA RIAL PLAC IN THIS I RVAL MU
p J J a" puC WATER LINE / .2276 PR P. 18 BE COM ACTED TO % STANDAR PROCTOR
FN- t0 0 = Q ~ 17~ ~ I HD E PIPE DENSTIY APPROPRUI TESTING M ST BE PERFOR EO IN THIS EA
u1O ~ f' 28g. INV. 2 8.20 2460 24~a.oo Q' ~ PROP. 8" DIP 2480
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SE LINE B t + + '
FO ADDITIQ L ~ ~ O DROP I PROP. 18" I ' 2460.00 HDPE IPE LL MATERIAL PLACED IN IS INTERN MUST
LI E COMING T4 = ~ B COMPACTE TO 95~ DARD PRO OR TH S MANHOL ~ Q Q INN, D SITY. APP PRIATE TE NG MUST 8
2440 d~~ _ QP• ~8" P R 1 I N to 2452.00 FORMED TH S AREA. 2440
TOP , ' * ~ 9
2433.22 $ 1g 2451.80 0
. GllADE o ~5g'
2420 PRO . 8" DIP 2420
TOP ' 2407.49 ; ' * C ~
8 127 INV.
242 .00 ~ ~ g 1Z INV.
16 2419.80 2400 ,
' PROP. 8" DIP 2400
INN, 398.80 WATER L E ' DRO CONNECTIO
niece n h wr e~
2350 FROM PMH15
2380
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PERFORMED IN THIS ARE
9 TOO 10 00 11 00 12 00 13 o0 14 o0 15 00 16 17 00 00 1s o0 19 19 00 20 00 21 00 22 00

. \ w \ \ 1 N ~ I `
_ , , MARKER . , , ~ - ~ , ~ - ~ ~ _ . NCGS . 2~ ~ "WEAVERVILLE" ~ ,w . - °ti; ~ . M 1 ~ ~ 1 o Middlesboro, Kentuck # ~ \ ( Phone: f 606) 248-6 00
"tJ 728691:x2, _ . , ~4 ~ _ E 93]31.51 ~ _ / , ; \ \ \ ~ ;FOR CONTINUATION ~ ` \ \ ! 1,, ' / o Greeneville Tennessee 37743
'i. v~ / 7 - OF WATER LINE 2 Phone: [phone] t ~ V ; ~ / SEE SKEET
- ~ _ _ - E ROAD R W 45 m . ~ _ ~ ~ PMH #2 ~ ~ ~z ~ I I w_.~ . • . ~ - - : ~ 'z 1 ~ ~ ~ 4 ~ - ¦ Asheville, North Carolina 28806 ~ ' i - ~ ~ x~ ~ r' Phone: 82$ 253-2796 . ,
' ~ / 5 UTILITY SEMENT ~ - ~ I • ' f ~ _ STA. 12+90.89 ~ ~ - 2 , 9ti ~ ~ C.O. d , ` ~ ~E, J~::,~,. ~ , Vaughn Melton Consulting Engineers
KENMURE ENTERPRISES,` s~i._ IDE ` i - ( I / ~ ~ , - # ~ EACH S ~ I _ _ A ~ PMH 1 % ~ ~ ~ = - _WEST COAST FUNDIN INC. 2~ + ( ~ F . 9752--01 37 7346 = ~ - - SEE NOTES i I ~ , I . . . _ ~ ,
, F STA. 12+13.23 I ~ f ~ D: B. 1504 PG. 675 y-~ ~ ; ,4 ~ - - - ~ \ w r. • i . . 9:~~~3 X3:.•40 ~ 75,68 ~.._..._.y- . - : " ; -:.r ~ - ' ~ , IR CROSSING SUBDIVISION PHASE 1 . 4___ / w.. : X LA _ -
. / I ~ A F / / , i ~ i^-/. ~ , , p _ _ _ - . , . r~ II`0 ,UTICIl~ ` / ` ; ' WATER LINE 1- STA. 10+00.00 TO STA. 26+31. 0 r ~ 6y 1d~:", Io ,untlr~ -.l . ~ S E W E R L I N E B ~ i
_ - - . • u.. _ , { ~4S;:ME - ' .t - - , WATER LINE 2- STA. 10+00.00 TO STA. 20+85.00 ~ 1YRlCA ~ ~ r^ ~w _ . -SEE SHEET #SS 2 PFx 7 z G.v. s~
~ 1, { ~ y ~I N _ PMH 3 - - - - ~ ~ ~ ,o,: , ~ ~ r SCALE: v~nc,LL; so DRAWN BY: JCM/LAM DWG N0. W 1 > ~ ~ 8"XB"XB TEE ~ ~ / .a: ?PROPI cB!.
# z / _ _ _ • \ / : , ~ - v - • ~ ~ STA. 14+78.25 _ , ~ , _ PMH . _ . ! 1< _ x - ,.STA. 20+$5.00 ~~r r" w ~TP 2 ~1~~1~i w ~ ~ . q a A 20 02 JOB NO.: 30067-01 SHEET 18 OF 2i
/ 4 - -$Ie 1a ti ~ _ . , , . - _ _ .,,..w e , I ~ ~ / . ma " , .
; STA. 16+51.55 ' \ t ~ . r._ !1 . \ ~ ; ; ( N0. DESCRIPTION: DATE: p. ~ - ~ ~ ~ ~ , ~ v . i ~ 'PROP. ;'ie` HDPE PIPE ~ ~ `±a ` TOWN OF WEAVERI+ILLE COMMENTS DATED. 9 8 02 10 03 02
. . - _ _ \ ~ ~ - - - . ~ t f ~ 108, 14 ~ 12, 39% : ~ 1
, .w--- _ PMH 5 , , ~ ~ ~ ..ter ~ . , . ~ 1 • _ ~ ~ .A ~ \ , \ ` i / INV, iIN 4 2. 91 P~ A s yt~; A ` 1 INV. I Olf T 2399. 52 ; ~ \ ~ ~ : I , : 1 ~ + TOWN OF WEAVERYILLE COMMENTS DATED 12 27 02
'"`1. / . , / ' ~ ` ye\ '4a ~ ~ ~ . • PMH 7 DROP ` ~ ; ~ I ` . . NU BE ED S N LOTS ti # 1 x I ~
~ , `s , ~ ~ STA. 20+88.75 LINE A- I ,c,o.p . ~ \ ~ ~y ~ , ~ P{~OR X18' PE IRE ~ . ~F
d . _ _ _ ~ ~ ~ ~ i r_ t ~ ~ 10+00.40 LINE B ' ~ ' 23, ~ 4. 9L ~ l 'PROP, lI ~ w ~ AIR RELEASE VALVE . . ~ ~`i STA. TOp 242Ti6 w,~ ,I''1+-~ ~ . -9££~ 1 • I1 V, IN ; 2413, 9 ~ r ;
~ - ~ ~ ~ ~ ~ _ t~ - _ EXIST. M.H ~ ~ ~ _ i ` 1 . ' ~,1 , ~ ~ ~ ~~~,INY, ~puh 242, 91 STA. 17+05.00 , ~-m ~ I w ' \ ~ R L I N E B \ ~ ty !-T--- ,CON TRUCT CONCRETE
i / • ~ BY OTHERS) \ ~ , , ~ ~ ~ - ~ SEWE .
1 V ~ . _ , ~ ~ MICHAEL~,D. RUSSELL ` 7i i~ ~ c.o. PMH lA ~ ' ~ ~ ~ \ SEE SHEET #SS 2 . - ~ PM 17 , w. ~ ~ _
STA. 10+00.00 ~ ! ~ ~ \ ~ I y I" ~ ~ ' - ~ .-e~s~- ~ PMH 6 752-01 .48-8364. ~ ~ TA. 10+20.52 ~ ,,FRANCES 1vtARIE., A1JDEftSOrT ~ " , L . i~ STA. 19+51.59 • V ~ , . w _ r ~ ~ '1 y # \ PROPc 36' H PE~.PIPE ~ ~ . , ~ 1 V ~ ~ ~ , . w.. i ; ~ : ' B"X8"X6 TEE ~
~ B. 2361 ~~,,634 ! r ~w 9752-~0~1-48-952.1..:....,. \ , ~ f . ~ ~ - 'I , ~ w f: ~ ~ .0. , \ 48.1 G. 10, OS%: --es 1 , 1 \ ~
- ~ ~ 1 . 3 ~ ~ ~ Er -esea- . ~ ' _.D.B 881 PG 63 ...e5 - , ' `r " ~ `PMH 8 \ t \ ~ STA. 17+37.00 ,INV. IN 2431, 2 , - ' # / \ ~ gyp, \ . ,INk~. DUI 2426, 47 ~ ~ - ~ STA. 22+21.73 ~ ~ ~ V 1 - ~ ~ \
„ EAN ROVE ~ . _ _ . ~ 1 _ , a ~ ~ - _ , -,T, { ~ / , i f:. r
I ~ , \ I , ~ ~ • ' .c ~a _ ~ - ~r` D~B. 4~~•~ PG~, '738 \ r ~ ( - _ . M1._. \I ` ~ i~ _ / ~ ~ / ~ i l lr q I I\ ~ ~ ~ ~ 1 f 7 ~ . ~ ~ \ \ A
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f E~ ~ ~ w SEWER ~ ~.Ayv ~ v ,
-ez-- ~ ~ ~ \ MA TMA~, MAD E(~,ROHRBAG, I .w ~ _ ~ ~ • ~ / ~ I ~ a I i \
N= 728298.09 - , fV ~ ~~M3( ~ ~ ~ 1 i
E= 955003.44 ~ ~ V 'D2.-ti$~07~5 , ~ . ~ ~ - ~ , ti ~ ~ ~ ._....f 1 ~ - ~ ~ , ~ D. `1465'` ,691. ~ \ I I / ~ ' ~ ~ ~ ~ ~ ~ ? ~ 2a WATER E~~r , ~ ~
" \ ~ ~ ~ v I \ ~ ~ a~ f' ~ TYPICAL \
EXISTING 8 WATER LINE ` {BY OTHE ) CP-40 ~ ~ ~ ~ \ , ~ ~ J ~ \ ~ `~:v 1 ~ \ ~ ~ I v A PMH 9 , - ~ \
. ~ ` ` \ ~ STA. ~4+78.18 1 \ \ c,o.'
N= 728572.76 ~ ~ ~ ~
POINT OF CONNECTION E- 955080.82 ~ ~ . ~ ~ ~ , \ ' - •i:- . ELEV, 2300.32 ~ \ ~ a ! \ . ~ \ \ PMH ..#i8 \
BEGIN LINE i- STA. 10+00.00 / ~ . ~ _ 8 GATE VALVE ~ ~ Yeti \ ~ \ \ R. F ~ \ \ ~ ..1 ~ . ~ - \
PFH 1, B° G.V. ~ ~i , ~ ~ .~A \ _
8"X8°X6 TEE ~ 1, ~ ~ ~ Ae- NOTES: ~ s 3 , - ( PMH 1 ~
3TA. 13+50 ` ~ , PFH 2, 2 G.V. .,~ys- _ .z _ ~ ~ ~ ~ ~ 1; i._ 1~~ ~ : ~ ~ ` ~ S'$8"X6 TEE ~ ~ 3 ~ /jt~... - ~ ~ \ ` ` , ~ ~ .~3PROP,~~' ~ w~,~ ' ~ ' : STA. 28+53.13 I '
THE LOCATION AND DEPTH OF ALL UNDERGROUND ~ . ~ ' STA• 16 ~ ~,n.. ~ . ~ , ~ ~ W 3 W 3 - _ , ~ . .,.b~ , ~'H #5, 2 G.V• S ,
R SMALL h~ = , ~a4 -;-~33e' ~ , UTILITIES ARE APPROXIMATE. THE CONTRALTO ~ - _,_e.--~-_ : , ' W3 \ I, ~3 ~ ~ w ~ • "XB"XB" TEE
L UNDERGROUND UTILITIES WITH NORTH CAROLINA ~ ~ f VERIFY AL , ~ ~ ~ , v ALONG R AD B _ ~~s77 t , y \ ~ ` ~ ' . ` ' ' - . ~a9s. . r~3 A. 13+85.00 _ ~ , , SEE SHEET W-2 ~ ;
~ ' ~ ONE CALL PRIOR TO CONSTRUCTION, 1-800-632-4949. • ~ ~ti+r~ ~ ~ W , , \ - \ 1 r ~ \ ~ , ~ - t ~ ~ 3gg~ ~ .w, • ~ ,
~ ~ ~ ~ \ ~ 3 yg`.
THE CONTRACTOR SHALL COMPLY WITH THE N.C. NATURAL Wl W1 ~ - ~ ~ ~ _ ~ . - , _ ~ p: .
RESOURCES AND COMMUNITY DEVELOPMENTS EROSION AND - , ~o STA. 10+00.00 TO STA. 26+31.00 ~ , ~ , . , ~ ' C . , \ ~ 3 ~ " . "'23 INV 8 27 . ,~1
SEDIMENTATION CONTROL MEASURES. ~i~ ~ ~ , ~ ~ ~ ~ `•J1~,V ' OUT 2420; T • , ; ~ PFH 8 2 G.V. S ° - . _ i..'- ~7
I ~ \ . f v
~ TOWN OF WEAVERVILLE STANDARDS SUPERCEDE ALL OTHERS i CP-39 ~ ~?•-y r ~ , v 8"X8"XB TEE sa - I s / ~ . 21+60 LOTS 5,4,3,2 AND 1 MAY i - _ ~ , ' ~ w~~
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4't'1 , ~ ~ ~ - ~ ~ ~ ~ -Asp / \ ~ ~ ~ ~ ~ ~ I t \ .\\~l ! ~ ; , ~ , , \ ~ . ~ Phone: {606 248-6 00
. ' ~ _ i~,~ r , ~ ~ ~ - 480- ~ ` ~ _ r r ~ r , ; , , , 1 ~ ' \ , ~ , \ \ ~ . N ' ~ \ , a Greeneville Tennessee 37743 1 ` ` ' , o e• 23 39 02
t. _ . _ _ , . S NCGS MARKER CP 48 _ ' ! ~ ~ } _ ,
. , WEAVERVILLE N 7 ` ' ~ - ~ . / _ - 29632.46 ~ - , , , ~ , , I. _ N 728691.52 E= 954501.77 ~ ~ _ • , t - - ~ r ~ ! , ~ ~ , \`ti` ~5 ~ ~ s, ¦ Asheville, North Carolina 28806 \ \ ~ ~ I` ~ ~ Phone: [phone]
EtEY. 2485.96 _ , ; , ; i 1 ~ ~ E 943131.51 \ SEWER LINE C { ~ r { ~ ' 1 ~ . ~ ; , , Vau hn d Melton Consultin En ineers
/ f t , ~i / ~ ~ , ~ ~ v SEE SHEET SS 3 _
, w _ ~ ~ ; i ~ ~ . ~ ~ ~ ~ ~;~Ii v`~ ~ v
- ~ ~ . ` , : j ~ ~ :.fir"' _ \ b - ~v ~ ` 0 , . ~ , z ;~..,~E, ~ t : ~ ~ ~ FOX LAIR CROSSING SUBDIVISION PHASE 1 ! ~ . ~S. ,1 , \
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l ~ ~ / „ , ::PMH " 1>9I ~ ~ I ; ~ ~ ~ ,.s Po
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~ - ~ . ; ~ ; , 1 ~ - - . -2479-- , ` _ . - - ~ , 4 ~ 1 ` , ~ v'. ` , ~ v ~ DATE: 8/20/02 JOB NO.: 30067-01 SHEET 19 QF 21 , ~ 1 ~
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\ - FASfkfE1VT . it'i, j,: ~ l ~ / : ~ ~ ~ ~ ~ s , ~VA ~
\ ` ; ~ _ ~ IrPlcac " mil, \ ~ ~ I - ~ r ,I ~ ~ _ . ~ ~ ~ ~ ` \ ' ' ~ ~ aa- - - 1 TOWN 4F WEAVERVILLE COMMENTS DATED 9/6/02 10 03 02 / / \ ~
\ \ W2 I ~ ~ , - \ ~ ~ , : 2 ADDED DRAINAGE STRUCTURES 12/19 02
' i SEE SHEET W-3 \ PM~I / \1
' ~ ~ " i , . _ - ~ I _ \ ~Q , °a. \ ~ 3 TOWN OF WEAVERVILLE COMMENTS DATED 12/27/02 12/30/02 . , :
. , . ~r ~ 88 p~` ~ y,y``, . ` vz wz ~z.r;' ; 4 RENUMBERED SU801VISION LOTS 7/01 /03 ,
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~ ~ I ~ ~ / W ~ \ ~ ~ 'a - ~ \ ~ - 1 r ` 1.-- VERIFY ALL UNDERGROUND UILITIES WITH NORTH CAROLINA , ~ ,
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_ , ~ ` ~ j ~ ~ , ~ , \ . ~ ,1 , , \ , 4:=.:' ~ DATE. 8/20/42 JOB NO.: 30067-01 SHEET ~ 20 OF 21
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• 'i y _ r N g, ~ ~ - Pa7`~ - TYPICAL ,V'',' ~ i~'; _ ~ , \ , \ _ . - , , ~ ~ I \ , s, ~ ~ ` ~ ~ .?8~-'- 2 ADOEO DRAINAGE STRUCTURES 12 19 02
't / / ,r'/.~ # 'e.. _.w w... ...r -24 i'' r4 I~ `•~8 tlb~E ,~~•f i '.,,,~A ~ ` `~s~~ _ . ~ ; , , ~ ; , . : ~ ~ w~~~s3e-~'~ A 3 TOWN OF WEAVERVILIE COMMENTS DATED 12/27/02 12/30/02
` 1 ' ~ ~ '",''%'i'~ a2e~ - ` STA. 11+73,72 ~ ~w~ X24` _ ~1'•.,; •t 5 @ ib f~, r,~, 2a ~ , I ~ i , ~.y,~ 1, , i ` ~ "'.3d- V~~ r ' ' `T/r i°/.l'' \ it j~ ~p ~ . : ~'t's I 1 l F n j 1 7.µ ~,1 ^y~~ j rl • ' i ` / 1 tl, ~ ~ ~ t ~ ~ E , ; ~ 'v ~ ~ 1.~ `~,v' a t ' , , ~ •ti , .A~v. , ~ ° ,1', ` ~ . •.,."~C,ON 0~-:;, .A'. , 4 REMOVED W2 LINE IMPRINTED OVER WATER EASEMENT LINE 2 10 03
I ~ \ ~ ~ .~$F.l1~E~l / / l ,ir'r ~ IK' P'~ „ ~ I t , y ~ ~ t I ~i ~ Z'INV~ ~ ! 11V ~TJ.1r ~b'~p ~ 1~Yli I • \ ~ ~,1 \ \ 1
\ 7YPIGL' o / ' . ~ ~ 'f s~ ~ Tbf r 1`$ _ -2a58- - i : ~ ; r~ ; 'y I V,1 `[]UT 24bb,~ A ~ , ~ ~ ; ~ u . ' , ~ 1~ t 'l ' 1 v y, 'tw ,N 1 r , Y } , 1 t 1 _,.,.M - ~ { ' { I ' i y h , . \ ~ ` j _ W2 W2 ~ , ' ~ ~ 'e~ 4.` . r~• _ \ , , . • 5 RENUMBERED SUBOMSION LOTS 7/01 /03
~ 1 ,1 `~`t y ~ ti ~ i. / ~ t r,7~ s"~ 11 \ ~ ~ l~ i I l! t ~ f ~f s t ~ , \ l \ STA. 18+79.75 . , ~
1 ` `ti, A tt A - ? ~ / r' 1 / ;~f V `1 , ~ `,~.`•.",.~Q~ ~ -2448- i 1 ~ ~ I t', t s ~ ~ 0 % y ~i 1. V ' y ' V ` V , 1,..
1~,~ , 1 ~ s . \ t ' t °,ti "Q438' r'~/// ! ` ~';N ` ~ t i F { i • 1 ~ ' / / I ~ Y ~ \ i s i a \ ti ^~..-~'r i ,l \ F , i f i 1 f V t F Q \ ~ _ ~ ;STA. 20+95.80 , ~ ' ~ '1
S ~ -.....v....- - j r ~ i A V A . A``V " V w.,`^"'^"" ~ - i ~ , ~ 7 r t i . I '1 ' , t ~ i / r /1 . ! ~ ~ ~ v., ~ ~ \ 1 i A t ~ \ 4•L"~ ',,i ! ! 1 • t , A; " ~ -'~RA3~ _ ~ + ~ i ~ € ~ ~ , t f ' ` 1 I i y 1 ' i r i ~ ` ':V ~j ~ 1, : , , 't.~ A `E~°~ / j /i , ~ V A •t - . ,"-l ! ? I i { € ~ t i i ` i; ' ~1 ~ r{/~ I i ~ ~V ' . -V V ~ %i ~ - t` 8 GATE VALVE \ V ~ ~ ~ 1,~ +~+,f.~ '+4+~r~ ^_~j., V' s 1 s ~ . P) A ~ ~ • II ...tia \~,~.A : A~` .6~..~ .
' e s ~ v ~ ~ ~ M~z._ ~'2 r' , l t v . t j 1 A t .n 1 ~ r i~9S / / i' ~ t A ~ A \ , ~~D \is~~ v Wit,'` ,t,` ,,ss -8 PLUG .,v,~;~~,~2~ `~,~s,; ~~.~;,`'~~~'~~,31 4 , y' , - _ ~ ' ' , , - ~ STA. 34+25.00 ~ : , ~ ,
~ t 91 -t'428~ ~`=...9~~'6 J'rr ql8','°, / w r j ; 1 ~ i t / A L, \ \ • I~€~~ ~ a . ~t' ~ ~ , rf ; rr. ;y II ryt~7V ,4\ -i, ~`4 M ~ s y\ , Av\ \ V',t~C~~..A ~ ~ . ~ f i ;r ~ ( ;
r \ ° r PMH 14 DROP .~.w_. A , ~ ~ u ~ ~'7, 1 , ~ Nr. _ r / ~i`~ .~--...--r...--.,_ , i( t , 1 ~ r i ~ ' ~ i I i \ _ . , / I \ ~p 't ~ ' ~ `l \ ` "4. _ ~ ~ 4,. , STA. 15+90.56 LINE B= _ ~e- t ' t . f , , ~ : \ . \ , "X8"X6 TEE '~!,'4tpt} ; !y~~._.._. - -~5 ~ ~ I
' --2418- ~ e` r : ~t_. i \ ~ ~bP; ` ` ~ STA. 32+87,00 ; ~ , ( ~ ' C.. ° w ~sa~ ~ I , f t
` 408-. `'o ~v , r" ,.w ` ' .6~ i , + / r , r t i s I ~ i 1 ~ A . ' / ~ 1 l ' ~ i ~1~ ~ " _ A ` ti"` ~ ,r'' ,r' / ~ r• y/, • ~3 • . ~ ~ t ~ l r r j ? i` i ~ { I ( ' I, i / I ~ r ~ \ A t `~V V ~
't w ~ . ~ . ~ ~ , 4 _ _ ~ ~ ' f , ~ 7i I i j ~ / i r i r ) ~ A t i ~Q~ r ` ' ~fn w V ' - ~ ./.i f.~ / _ : hA ~4~+- - - ~ ~ 1 ~ / ~ /i~ r i j ~ ~ f ~ ~ i ~ ~ A ~ zl ~ ~ ~ `l .'`",..?''.r~•' ~ f~ RUP~~~~`~- 1 1 1 f 1 i f/l~1. / ( ! ! i 'f~~ r r ~ e ~l \ 1, ` \ 1,' 1 ' i \ V A ti V~" 11 . I I i f ~ ~ - - _ '1 V `V -,~s), ,
a/ - 1 ''s 1 r 1 r I' ~ i S~~~ k r t f , t \ v \ _ - ----2 V_,,.PRi]P, 18•.. PE f?~-PE 1-," ~t ~ r /t CP` lI.6 ; ' i ; _ i; ~ rte`,, i , REILEASE VAL e ~ BOSS TEE 2 G.V ~•'\s,~ • ~ , , I ~ : i ~
, I NV \ ~ y, ..r , , ~ .5+~"7~~ ~ , f 1 ! , ~ 1 ~ s ~ i t / r ,r / \ ~ ty \ A W_ ' -2398,"' ~yy~ry{~(y.1~ ~ 13,14 @.-~~'Y. ~ 3 ~ ^ \ ' y, t ~ i r ; / r r ~ ~ ~ € ~ , / : , / \ 1 \ ]`p~p~ ~l..l-!11 ~~.w/' _.e^ tip ~ / ~4 ` w / 1 1 f '1 • i R~~. 1 \ _ _ 3`38' , "I~ I -2~99.~5'~ / _ \ . lr ; 'i f ! ! w' ? r ` / ~ ',-T^ \ ~ - 2 FLUSHII~(G HYDRANT ~ , \ ,~°19P;'~.~`~. FAD ~RI.E'w' °1 ,t
- _ ~ ~ "Cff': ; ~ , ; ~ ~ 1' \ ' > ~4, fib" { i R~Q ~ i • 8,''. `~P M?E~ - . _ STALLED 1tiRTH DEADIIAN s ' \ ~ , 3 ~ , w ~ ~ . \ ~ _ _ PER STANDARD DETAIL W4 ~ ' \ \ ~ ~ : ; ~ I
_ - ~ - - ~ SOP' 2~9$, ~9 j i r' ~ ~~!h~, ; 1 t E ' ; - - ~ v ~dN~/'~.. r, ;~N ~51~.~ \ It NOTES.
` - , ~ _ r- y~ ` ~ • - EWER LINE -
, , w _ _ S S ' i \ 73.94 r,, , ~ , EE SHEET S 2 \ ~ ~4jM LOTS 44,45,48,AND 47 MAY II; ~ ~ , x.~ ~ , . _ _ " _ _ ~ .-.._._1•.. `s ~ ~ ; I THE LOCAT10N AND DEPTH OF ALL UNDERGROUND
m , _ _ }}--r ~ ~ ~'1.1~:7 afar,'. ` ~ \ REQUIRE INDNIDUAL GRINDER PUMPS . _ . - - k. - ~ t I:: , r ` I ~ ; • : ; ~ 1 ~ ~ UTILITIES ARE APPROXIMATE. THE CONTRACTOR SHALL
` , \ I , ; ; ~ ~ _ ~so~-= = ~ _ ; . VERIFY ALL UNDERGROUND UTILITIES W1TH NORTH CAROLINA
~a ' ° _ - W2 W2 , y4t ~ INl!~ ~ ~ ~ ~ ; 1 ' - / / \ t \ ~ _ ' ` ~ ONE C PRIOR TO CONSTRUCTION 1-800-fi32 949.
_ - y - - - _ 3~ ~ - - CONTINUED FROM W-1 ~ ~ ' \ i ~ \ , ~9 t 08' ~ - ; I ~ , ~ ALL , ~ - ...-.ter--~-1 r ~ "1
x358-~.. _r.. _ _ _ ~3 STATION 20+85.00 ~ , e 4oz~ ~ / ~ ~ ~ ~ / ` ~ _ „r^"V G~i l t ~ ~ i 1 t , r ~ t y t ! t .~r,,,~~ ~A V ~j ' ~ ~ \ , gs~ - _ ; , ~ , ; ~ THE CONTRACTOR SHALL COMPLY WITH THE N.C. NATURAL
_ . , F ~ --2358' ' \ ~.ti°• \ J • / r G,O. r , i r ' ~ t ~ t "'tr-" ` . w• Y2 NZ ~ r r,.. ? 4 r _ 23 \ -•v.. ' r 1 ' 1 ' i /r . ti i a. i 'YI-2 ^ ~''Y` N _''.....s~ Y2 ~ ~ ' t V2 / . ~ ~ `y ~ ` Sip 4 ~ 1 - f . , ` , ~ - ' ~ _ ~ ; r', RESOURCES AND COMMUNITY DEVELOPMENTS EROSION AND
. PFH X13 ~ _ ~ / ; ,i ; , / , v ~z ~ ~ A _ _..w. ~ , _a , , ,1 ~ ; - ' ~ ~ ; SEDIMENTATION CONTROL MEASURES.
_ ~ - _ S~'A. 21+72.81 i' ~ / f,~. ~ , ~ ~ _ ` 348' ~ ' r t' , 7- - -T'\ ~ i . / \ 1 •
34g,_ _ RdP, r`1 .~}DPE,'PIPE .~-\,:3.,.•w•'-- ~ _ . , 1, i - ~ ~ ~ \ ti~ 'h, ' \ \ ' ` ~ \ _ ~ , . f ~ t 1, 1 i ( I
_ ~ ~ ~ PR©f'. -84_._ DPE~P-~P r ~ / l l :90 ,~,3~ ~8/. FH 7 i1 t \ _ \ ~ - _ . tS4,-5 i ~ `I,IV~i", f 289'4y'64 / TA. 20+$5, 0 ~ y 1 t \ \ ~ 4 ~ ~ y, ` `.,A : , ~ , ~ , ~ ~ ` ; , ~ TOWN OF WEAVERVILLE STANDARDS SUPERCEDE ALL
`I'NV~ --I~al._23 N 9 ~ ~ ~ 0 ~ I \ ~ ~A ~ f.. \ y / ~ w. ~ . , i ! ! / , f pN fUZ X355 8$ r . ; ••y ''s 1 t ~ / ~ ~ - , ~ 'e t ` \ ~ - ' + ~ OTHERS IN WATER TINE GONSTRUCTION.CONSTRUCTION. , ~ \ ~-247$^ ' ~ P
w v 1 ....w~ r4 i , r I ` 1 "i I ~ ~ ` ~ 1''_ L_. 1`_, ~ 1g~ f .'/,,{~~i ^ ,y : ~ fi, ~1 1 t Y l , i \ ~ ~0~.
• .~3 w { ~ ~ /f P' . l~ / i / r' ~ 7~ i I't ~ 1 i' r ~U ; i 1 4\ ~ \ ~ i i' ~ \ ~ _ , ~ ti.. ~ ~ ALL NEW SERVICE TINES ARE TO BE 3/4 COPPER TYPE K.
-"f3c'8• PhfM,,~1.1 7 1 % \ \ \ \ t it \ SEWER LINE B ~ ' . ,
~ ~ `SEE SHEET ; ~ ; ~ ` r~ ,t \ ~ ~ ~ , ~ , ~
` r ~
~ ~
~ J ~ 0.
O
2,580 ~ cV rn w - 2,580
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2,560 ~ ~ 2 560
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2,540 io ~ . x Z, 2 540
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2,520 v; z,5zo

2 C.7 ~ , , o • PROP. 8 DIP WATER L NE PRO • GRAD PROP, i8' 3' 0F` MIN. CO ER
XISTING GROUND tL Q. N N ~ HDPE IPE
2 ,500 ~ PROP. 1 ' 2,500
~ \
~ ~ , / ~ ~
/ ` ~ \
/ ~ ~ 2 ~ 3UST W TER LINE DEPTH W P
~ / 2,480 / W2 ~ O ACCOM DATED IPE,
w3 \ - - y 2,480
Z / o 0 ~ PREP. 18 ~ jp S I'~PEEN IPBS & 3 OF C4 0 PROP, S OR SPA LINE
d / HDPE IPE , w ROP ROP. 6 HDPE P PE Ap,?tl 1iPATER D
=w ~ ~ ~ 2 vc s~ VC SE R TO A OMODATE SEWER P E,
r- _ cn , + / z,4so a / 1.5' 0 CLEARAN
w ~ . N ST WA9 B PIPES & 3' OI' VER 2,460
w / ~2 PROP. 8 DIP ATER LI E ST CATER LINE D
in = ' Q / TO CCO~i01 TO CCOZ+iODA DRAIN E,
w , 3 OF IN. COV R ~ E / a N 0 B AIN 1' OF CLEARAN ,
~2 EN P o ROP. 8 2~~0 p FOR WATER B EN PIPE & 3' OF MA~1IM(Ad COVER {~,AR FOR WATER ~ ' ~~i~''•• ~,y
IP S R ~ 2,440
~ HDPE PIP i ~ L
~e?z~ '
~ p ADN WATER DE r
cv O TO AC Ol{ODATE DRAIN P E, ~ , 'Q GQ`
2,420 2 ~ PR 8 ~T i~ OF LEARANCE ~ 2,420
f... p ~ / FOR ATER
PR P. G E ~ PROP. 8
/ PVC S R vl~ ~ ZS'-v3
2,400 WZ 2,400
~2
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„ ,HDPE PIP O,/
2,380 DIP 3 R PROP. 8to 2,380
i
PROP, 24' H PE PIPE
20 00 21 00 22 00 23 Od 24 00 25100 26 00 27 00 28+00 2 i 29 00 30 00 31 00 32 00 33 00 34 00 35 00

a Middlesboro, Kentuck Phone: [phone]
' ? G .Tennessee 37743 reenevllle
Phone: [phone]
O ~ 7.6'MINIMUM ¦ Asheville, North Carolina 28806 Z
FIRE ~ ~ ' HYDRANT Z Phone: [phone]
0 0 Vaughn ~ Melton Consulting Engineers
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m fNIS14E0 m GRADE • H0~z0Nr"u ,eb SHEET N0. 5 OF 5 ~ SCALE. vEHncnt,: ~o DRAWN BY. JCM/LAM
m 8W
TYPE . ~ ~ a D, 1 DATE: 8/07/02 JOB NO.: 30067-01 DWG NO . D-1 ~ u
C _ ~ y .•o N0. DESCRIPTION: DATE:
_ -•1 2' BEND 45' BEND 90` BEND T P ~ l'T{ SIZE 11-1 /4 BEND 22 f EE LUG o , 'o , C ,a .Q Y
2-6. 12 12 ~2 ~6 16 14 COMPACTED EARTH G BACKFG.i.
12 12 16 22 22 18 Z ~ ADJUSTABLE CAST IRONVALVEBOX ~ ~ ~ -'I ~ ISETEBJSTALUTIONDETA0.SHEET2IJ w .,:••e:~i:~ n
r ~ 10 12 14 20 2s 2s 22 _ ~ z ~ K ~ A ~ 0 .
12 12 18 24 32 32 2$ ~ (n ti TEE CONNECTION TO U 319'BALIVALVE ~ Ap An ~ I1 p ~ :a;` uNDISTURBED THRUSTBLOCx V~9)~~uGfi/Olr eGW d'
14 14 2O 28 38 3$ 32 ~ ~ lf3CU.YD.OF WATER MAW 6RAVELOR ~S z
32 42 42 6 Z r WASHEDS'fONE COATEVALVE 1$ 16 22 3 D 0 18 78 26 38 48 48 4 D ~ ~y a a ~ p. , -i Q Q CONCRETE ~ ~ ~ rry... _
0 ~ -i ~ 20 20 28 4Q 52 52 44 D w ~ z m = o THRUSTBLOCK V ~ ~ ~
4 34 46 64 S4 D ~ ~ 2 24 54 Z
30 30 42 58 78 78 66 -mj ~ . ~ ~ ~ ~ K
~ 36 36 50 70 94 94 80 D ' ~ N o6 Z2p ~ ~ ~ ~ • 4 i~ ~ ~ •
42 40 58 80 108 108 92 ~ m ~ ~ QK ,.GlffPll~
48 46 66 90 124 124 104 ~ m N ^J~ tA'xt8-x 8' UNDISTURSEO 3M'O THREADEp ROD (4 EACH J011fN (A BEND 'Tj BEND UNDISTURBEp n,r
~/J CONCRETE EARTH (GALVANIZEp OR BITUMINWSCOATED) SUPPORT PA6 p ALLFBTUTC6 EFRT}I KN /j (<(//j ~o ~ ~EaauicaB~r`~`HavE ~ AwEas THRUST BLOCK FOR BENDS
NOTE: • ~~w m
0 Z Z CARE SHALL:BE-•TAKEN WHEN. PLACING THRUST BLOCKS TO KEEP THE - .0~9~ ~i7 ~i~ee~s . ~ CONCRET~THRUSTSLDCK -
~ FITTING JOINTS FREE OF CONCRETE. A LAYER OF POLYETHYLENE H~3 ~ Y ~ 3f4~THREADEDRODfcALVav¢EDOR
D ~ PLASTIC SHALL BE PLACED BETWEEN THE FiTT1NG AND THE CONCRETE. • ..r Z ~ ~ 3AEQUBlED BHUMWOUSCOATED) D ~ o 0
y Z _ v ~ ~
v m a -4,--~;-A-=1 D AIR RELFJ:ISE VALUE INST -ELATION-IN . NHOLE ~ ° ~ ~ , a ~ A MA o c ,
a o ~ ~ ~
rn 1`I?WN OF WEAVEf2VIILE STAPIDARD DETAIL-W12 m ~ , d ~ 4 - o ' - - D U?

n S< UNDISTURBED EARTH
r ~ 4PIPEpIHMETERS
i THRUS7 BLOCK FOR REDUCERS
~ ~ CONCRETE Q THRU$TBLOCx G .NOTES: 0 ~~~%\y~\\%\t . OTES: PROVED MATERWS
C ~ / / 3/4'TH^:ADEDROD(GN.VANREDOR Z uaummwrswuNOrBEVErwrtrm Z 3REQUIRED BITI1MNOUSCOAiTcO R ANY IriATERIALS NOT LISTED HEREIN WILL REQUIRE SPECIFt6 APPROVAL 8'Y THE TOWN OF WEAVERVILLE PRIOR TO MATERIALS AND INSTALLATION OF WATER LINES SHALL CONFORM TO THE L11ED) INSTA4LA110N. TOWN OF WEAVERVILLE "STANDARD DEI`AILS .FOR CONSTRUCTI "
Q 2VEDIGLBLDWOFFARMNGOIFMTO~EUSEDCNLYWYEN J .n HOAaa7FAl BLaxoTFISNDTPO951B1E 0 4 ~ 4 , ON ,THE PROVISIQNS OF WFAVERWLI.E TOWN CODE AND CURRENT DESIGN
C 71 ~ \ l DUCitLE Ui9N RIPE-6-8' GRIFFlN PIPE PROAk1CP5, CO. TYtON JO(Nf CLASS 350 GUIDELINES UNDER THE INSPECTION OF THE TOWN OF WEAVERVILLE AND
• m F!NlS;.~GRADE WORD'WA'fER'CASTINTOP q ° °cx GATE VALUES SHALL BE INSTALLED BY A NORTH CAROLINA LICENSED UTILITY CONTRACTOR.
IN s>touNU" 3' - 12 MUELLER A-236Q RESIl1ENt' WEDGE- M~. x 1~~1, THE CENIT:RLINE AND/OR EDGE OF PROPOSED PAVEMENT SHALL BE
~ r7NNBODr.RES6IDlfNEDDE ~ o I e• 4 0, \\j/\//\ m ;f? a a ~ PLUG ~ w1EVAtvEwrr ACMTER a ~ f/1 ~ / Y MUELLER A-2380 RESIL~NT WEDGE- Tt~D. x THD. ACCURATELY STAVED PRIOR TO lNSTALIATION OF THE WATER UN ES. WATER
r- CANCRETETNIUSTBtAGC pPERAltxlNUf 1=- ,-,I m N ww%rca~+u~~amF. r r' D7 IN BUILDINGS ~ VM>I.TS LINES ARE TO BE LOCATED UNDER THE PAVED PORTION OF THE ROADS
m UNDISTURBED EARTH ~ W 24'x24'z4'CONCRETEPA6 ~ 3~ - 1.2 MUELLER 2380 SERIE$ OSdcY RESWENT WEQGE FLANGED ENDS WITHIN THE DEVELOPMENT APPROXIMATELY 4 FEET' FROM E.O.P.
GW.QtIlRE ~ (UNLESSOTHERVASESPECIFIED) 0 1 - 2 CRAM FIG. 45® flR JEWpt~ FIG. 820J RISING S1EM i1iRfA0ED ENDS
~0 ; ra>ol~aoL.ol.. - ~ THRUST BLOCK FOR PLUGS 'G ~ yrROD ,wam~gnrtA? MAINTAIN 10' MINI UM HOR! 0 " FlRE HYDRIPNIS 3-W1?Y 5-1/4' MNN VALVE, M Z NTAL SEPERATION OR 18 VERTICAL . SEPERAITON BETWEEN WATER LINE AND SANITARY SEWER LINES. IN THE
D p IWIa1~W6T ~ A -I og0wnooA~A,aa m ~ q O AJ2 A12 UNDISTURBED 350 OR C153 CASE THESE SEPERATIONS CANNOT BE MAINTAINED SEWER ONES S
4 v-, ~ ~ ~ ~ EARTH MECHANIGAI. JOINT F OON CLASS 1YLER/UWON ~ HALL BE DUCTILE IRON FOR A LENGTH OF 10 FROM THE POINT OF INTERSECTION
r m ~ AausrABLEQASruTON ~ ~ Z ~ ~ rPUC ~ YALYEeox(scREwTYPq r ~ \l \ ~ MECHANICN. JOMtf RES`I~PINTS FORD UNI-FLMIG SERIES 1+400 OR E88A IRON SALES SERIES 1100 WITH THE WATER LINE
^I ~ (p G) CONCRETE MEGAtk1G. MAINTAIN MINIMUM 12' CLEARANCE BETWEEN WATER LINE AND STO
D ~ -i N THRUSTBLOCX Z D D a o cQIx,REnE y v. y AcK AIR RELEiASE VALVES GA ~15iRlES FIGURE 9t0, t NPT INLET RM DRAINAGE .FOR 90' (APPROX.) CROSSING AND A MINIMUM OF 24"
~ Z Z 4 ~ . Q THRUSreLOCx ~\/M D Q v ;q ,a rMAV:ADAPIER Ao~isn~YOn~ D '-I _ ' ..d ' : G . COPPER SERVICE TU)3Nr6 CIYr1BRDGE-LEE N~kISTRIf.S, INC. ASiM 888, 'IYP~ K, 3/4 3 1 WHERE WATER LINE P ARALLELS STORM DRAINAGE PIPES, CATCH BASINS OR
0 MANHOLE COPIERS- ANt 1W;PIES U. Kl COVER, MARi~p 1NR MANHOLES.
cowAMONRArgE >o~ ~ 0 m- , ~ ? 9 0 ° 0 m uAwpaTR~,wwE m 0 0 Co?,PACTED BACNFILL m U1 a ALL INUNE VALVES SHALL INSTALLED a TAPPING. SApDIES FORD STYLE F7028 WIM CC TAP WITH DEADMAN RESTRAINT 1N
y o 0 ACCORDANCE WITH STANDARD DETAIL W-4.
~ VALVE 80JIES ADJU57ABLE StREYM TYPE. SERIES 3tC12-3103 MARKED
GATE WAlTefi t TEE \ \ ~ YALVE NNN < SEE DETAIL W4 FOR \ ~ aLL MECw+rI1cAL JaNT FITITNGS SHALL BE EQUIPPED WITH MECHANICAL ME1ER BOX RING & LID FASTECH 5/8" WATER METER 80X, R1NG ec (LOVER (CAST IRON) JOINT' RESTRAINTS IN ADDmON TO THRUST BLOCIgNG AND RODDING SHOWN
~ TEESWITHVALVES . TEE UNDISTURBED - ueD~snTABED ON THE DETAILS.
EARTH ° ° ° THRUST BLOCK F EMgN METER BOX PLASTIC METER BOXES TYPE MB-8 OR 116(OL PLASfiCS DX1015- 24CIR ALL WATER METERS SHALL BE
OR TEES 4 ~ 4 LOCATED WITHIN THE STREET RIGHT-OF-WAY CORPORi1TI0N STOPS TORO MODEL F-1000-3 ADJACENT TO 1TiE FRONT PROPERTY LINE OF THE LOT TO BE SERVED.
Q , . Q , COyCRETESUPPORTPAD (REQUIRED ON Gu1TE VALVES . PROPERLY CORNERS SHALL BE IN P1ACE TO SEfNE AS A GUIDE BEFORE.
10'AND LARGER ONLY? FLUSHING HYDRANT- 2` THE KUPEERLE FOUNOARY CO., "ECLIPSE', #7! MAINGUARD HYDRANT METERS ARE LOCATED.
WATER FOR TESTING, FLUSHING AND OININFECTION Wi
SHEETED 6PEN TRENCH TRENCH • LL BE PROVIDED AT THE "POINT OF CONNECTION" ONLY THROUGH AN APPROVED BACKFLOW
VERTICAL GATE VALVE INSTALLATION PREVENTION DEVICE AND UNDER TTiE DIRECT SUPERVISION OF THE TOWN.
SELECT MATERIAL COMPA47EDIN6'UFTS NO PERMANENT TIE-1N CONNECTION WffH THE TOWN'S EXISTING SYSTEM
TOWN OF WEAVERVILLE STA ~~i 2a•MAx TrMAx ~ NDARD DETAIL-W9 WILL BE PERMCITED UNTIL THE NEW WATER LINES HAVE BEEN FLUSHED,
~ 1rMD1 6'M1N PRESSURE TESTED AND DISINFECTED iN ACCORDANCE WITH THE
SELEPTMATERULL y/ COM ACTEDINS'UFTS ~ p~' \ REQUIREMENTS CONTAINED HEREIN.
• PRIOR TO DISiNFEC110N (CHIAR1NA110N), ALL NEW WATER LINES SHALL BE
BISTALLGATEVALVE, --I WAIERYE16R8 FlLLED TO ELIMINATE ALL AIR POCKETS AND THEN FLUSHED AT A MINIMUM
UNDISTURBED 6' T2AWG(MIN.(7RACERWIRE ~ G MENRBOXAID VELOCITY OF 2.5 Ft./See. (APPROX. 400 GPM FOR 8" WATER LINE) TO REMOVE ALL CONT I . ,"~~,~°'~""D'° AM HANTS. THE REQUIRED BACKFLOW PREVENTION DEVICE AT
EARTH WITH PVC PIPE THREADED < TYPBCONHI Roo.saEQUnTED(IADT., Z (GALVAN¢EDORBRIIWNOIA4COATED) 0 A, sroaraPPER • THE "POINT OF CONNECTION" SHALL L3E OF SUFFICIENT SIZE TO ALLOW
'17 PPEIYPEICSCFf APAApx•6'TYPEI A ADEQUATE FLOW FOR FLUSHING. APPR4%, 6'TYPBK
OVERCUTIXCAVATION t~ vmHawPaERo AFTER FlWNG AND FLUSHING AS OUTLINED ABOVE, THE NEW WATER
THRUSTBLOCK GATE VALVE M'ORANTpFUSED m - "'~~x sEEDEraILw~aw2j D - . - LINES SHALL BE PRESSURE TESTED IN ACCORDANCE WITH THE TESTING
W rn - - PROCEDURES OUTLINED IN 1NE TOWN OF WEAVERVILLE "STAN . DARD DETAILS
SHEETED OPEN {J•+ TEE < D FOR CONSIRUC110N" MANUAL.
TRENCH TRENCH ® ® p Y" Z AFTER FLUSHING AND PRESSURE TESTING, THE NEW .WATER LINES SHALL BE
Q ~ m. 12BRACE PIPE SELECT MATERIAL ROD ITEEB J O PLAN COMPACTEDINGUFTS PLU DISINFECTED IN ACCORDANCE WEM AWWA C651 BY THE "CDNT(NUO5-FEED
GORVALVE I1 s i1 TODEADMAN :II II_ ` r,>r METHOD" OUTLINED IN 0651 SECT10N 4.4.3. CH ~ RIME G . LO RANULES qR
24'MAX 1rMAx ~ I IrYDRANTLATi:RAt. "'I CONCRETE DEaDMAN OR BRANCH LINE Ri 'r 2,W TABLETS PLACED IN THE LINE DURING CONSTRUCTION WILL NOT BE
SELECT MATERIAL \ 1rMIN GM1N I f= I I I I COMPACTED IN 3' LIFTS , I=III ( A 21N~ CONSIDERED AS ADEQUATE DISINFECTION UNDER THIS METHOD.
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