20021673 Ver 1_Complete File_20021016

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January 27, 2003
Gaston County
DWQ Project #: 02-1673
Project Name: Sundance Village South
APPROVAL of 401 Water Quality Certification including ADDITIONAL CONDITIONS
Billy Lingerfelt(Land Development Manager) for Dan Moser Company
Post Office Box 350,
Mineral Springs, NC 28108
Dear Mr. Lingerfelt:
You have our approval, in accordance with the attached conditions, to impact 0.26 acres of
wetlands for the purpose of constructing a residential subdivision as you described in your application
dated September 11, 2002. After reviewing your application, we have decided that this fill is covered
by General Water Quality Certification Number 3375, which may be viewed on our website at
http://h2o.enr. state. nc. us/ncwetlands. This certification allows you to use General Permit Number 14
when the Corps of Engineers issues it. 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, Coastal Stormwater, Non-Discharge and Water Supply Watershed regulations. This approval
will expire when the accompanying 404 or CAMA 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
except as modified below. If you change your project, you must notify us and you may be required to
send us a new application. If the property is sold, the new owner must be given a copy of this
Certification and approval letter and is thereby responsible for complying with all conditions. If total
wetland fills for this project (now or in the future) exceed one acre, compensatory mitigation may be
required as described in 15A NCAC 2H.0506 (h) (6) and (7). This approval shall expire when the
corresponding Nationwide Permit expires or as otherwise provided in the General Certification. For
this approval to be valid, you must follow the conditions listed in the attached certification and any
additional conditions listed below.
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E., Director
Division of Water Quality
Upon completion of the project, the applicant shall complete and return the enclosed
"Certification of Completion Form" to notify DWQ that all the work included in the 401
Certification has been completed. The responsible party shall complete the attached form and
return it to the 401/Wetlands Unit of the Division of Water Quality.
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. 276 1 1-7447. This certification and
its conditions are final and binding unless you ask for a hearing.
N. C. Division of Water Quality, 401 Wetlands Certification Unit,
1650 Mail Service Center, Raleigh, NC 27699-1650 (Mailing Address)
2321 Crabtree Blvd., Raleigh, NC 27604-2260 (Location)
[phone] (phone), 919-733-6893 (fax), (http://h2o.enr.state.nc.us/ncwetlands
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 John Dorney at 919-733-9646 or Mike Parker at
our Mooresville Regional Office at 704-663-1699.
Sincerely,
JRD/bs
Attachments
cc: Corps of Engineers Asheville Field Office
Mooresville DWQ Regional Office
File copy
Central Files
R ROBI NSON &
S SAWYER, 1NCm
CONSULTING ENGINEERS & LAND SURVEYORS EST. 1962
707 EAST SECOND AVE. * GASTONIA, NORTH CAROLINA 28054 * PHONE: [phone] * FAX: [phone]
LETTER OF TRANSMITTAL
To: NC DWQ
401 Wetlands Certification Unit
1650 Mail Service Center
Raleigh, NC 27699-1650
Attn: John R. Dorney
RE: Sundance Village South - DWQ # 02-1673
WE ARE SENDING YOU
X Blue Prints
Vellum
Sepia
X Attached
Invoice
Change Order
Computer Disk
Date: 11/06/02
Job No. 100.03
no r??
ilk w es I`
Under separate cover via the following items:
Surveyor's Report Specifications
Copy of Letter Bid Documents
Plans Other

Quantity
Original
Date Latest
Revision
Date
File/
DWG No.
Description
1 30x42 plan with stormwater outfall and wetlands shown.

THESE ARE TRANSMITTED as checked below:
X As Requested For Review and Comment
For your use Returned for Corrections
For Approval Approved as Submitted
Submit copies for distribution Other:
REMARKS:
Return corrected prints
Resubmit copies for Approval
Approved as noted
Copy to: Prints Only Signed:
0 R R BINS N &
S SAWYER, INC.
CONSULTING ENGINEERS & LAND SURVEYORS EST. 1962
707 E. SECOND AVE. ¦ GASTONIA, NORTH CAROLINA 28054 ¦ PHONE: [phone] ¦ FAX: [phone]
December 30, 2002
Mr. John Dorney,
Division of Environmental Management NCDENR
1621 Mail Service Center I Ti AUS Raleigh, N.C. 27699-1621 QJAU_ Ty I;11U.
RE: Sundance Village South
R&S Project No: 00100.03
Robinson & Sawyer, Inc. is submitting, on behalf of the Dan Moser Company
revisions made to the Sundance Village South Subdivision project per our
meeting in the field and discussions. Please find enclosed seven (7) copies of the
revisions. I have also colored each sheet to represent the delineated wetland and
that portion that is to be filled in. Upon approval, I will update NCDENRs and the
City of Gastonia's files. Thank you for your time and assistance. Again, please
tell Mr. Ed Schwartzman that the developer has approved his monitoring of the
site. I look forward to working with you and your staff in the future.
Sincerely,
Robinson & Saw c.
Robert M. Bays n, PE
Project Manager
Enclosures

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OF W A TF,9 Michael F. Easley, Governor
`O? QG William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan Klimek, P. E., Director Division of Water Quality
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November 15, 2002
DWQ # 02-1673
Gaston County
Project Name: Sundance Village (South)
CERTIFIED MAIL - RETURN RECEIPT REQUESTED
Billy Lingerfelt
Post Office Box 350
Mineral Springs, NC 28108
Dear Mr. Lingerfelt:
On November 8, 2002 the Division of Water Quality (DWQ) received additional information
regarding your plan to fill wetland for the purpose of residential development in Gaston County.
Approval from DWQ is required to disturb these forested wetlands. Please provide 7 copies of the
following information and refer to the DWQ # listed above in your reply. In particular as described in
15A NCAC 2B .0502, we will require you to locate all streams and ponds on the property. Please show
these on maps of suitable scale (for instance 1" = 100 feet) so we can begin to determine your projects'
compliance with 15A NCAC 2H.0500.
1. Please provide the location of any proposed stormwater management practices as required by GC 3362.
2. Please provide detail for the stormwater management practices as required by GC 3362. This is
required because the total built-out impervious would be greater than 30%. This calculation must
include houses as well as roads and other infrastructure.
3. Please show all wetland areas planned to be filled as shaded on the appropriate map.
Please telephone me at 919-733-1786 if you have any questions or would require copies of our
rules or procedural materials. This project will remain on hold as incomplete in accordance with 15A
NCAC 2H .0505(c). The processing time for this application will begin when this information is
received. If we do not hear from you by writing within three (3) weeks we will assume you no longer
want to pursue the project and will consider it withdrawn.
S
R. Dorney
40 Water Quality Ce ification Program
JRD/bs
cc: Mooresville DWQ Regional Office
Asheville Corps of Engineers
Central Files
File Copy
Robert Baysden, Robinson & Sawyer, Inc., 707 E. Second Ave., Gastonia, NC 28054
N.
C. Division of Water Quality, 401 Wetlands Certification Unit,
1650 Mail Service Center, Raleigh, NC 27699-1650 (Mailing Address)
2321 Crabtree Blvd., Raleigh, NC 27604-2260 (Location)
[phone] (phone), 919-733-6893 (fax), (http://h2o.enr.state.nc.us/ncwetlands
0 R R BINS N &
S SAWYER, INC.
CONSULTING ENGINEERS & LAND SURVEYORS EST. 1962
707 E. SECOND AVE. ¦ GASTONIA, NORTH CAROLINA 28054 ¦ PHONE: [phone] ¦ FAX: [phone]
October 10, 2002
Mr. John Dorney
Division of Environmental Manage
NCDENR 16;?
1621 Mail Service Center 3
Raleigh, N.C. 27699-1621
RE: Pre-Construction Notification Application
R&S Project No: 00100.03
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Robinson & Sawyer, Inc. is submitting on behalf of the Dan Moser Company a
Pre-Construction Application for your review and approval. We are transmitting
with this letter the following items:
• Seven Pre-Construction Applications Forms complete with attachments
• One check from the Dan Moser Company made out to North Carolina
Division of Water Quality in the amount of two hundred dollars ($200.00)
Should you have any questions or comments please do not hesitate to call me.
Sincerely,
Robinson & Sawyer, I
Robert M. Baysden, P
Project Manager
CC. Asheville Regulatory Field Office- (2 copies with attachments)
FGF WAiR pG Micel F Easley, Governor
W G Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
? r
Alan Klimek, P.E., Director Division of Water Quality
October 28, 2002
DWQ # 02-1673
Gaston County
Project Name: Sundance Village (South)
CERTIFIED MAIL - RETURN RECEIPT REQUESTED
Billy Lingerfelt
Post Office Box 350
Mineral Springs, NC 28108
Dear Mr. Lingerfelt:
On October 16, 2002 the Division of Water Quality (DWQ) was notified by receipt of your
application regarding your plan to fill wetland for the purpose of residential development in Gaston
County. Approval from DWQ is required to disturb these forested wetlands. Please provide 7 copies of
the following information and refer to the DWQ # listed above in your reply. In particular as described
in 15A NCAC 2B .0502, we will require you to locate all streams and ponds on the property. Please
show these on maps of suitable scale (for instance 1" = 100 feet) so we can begin to determine your
projects' compliance with 15A NCAC 2H .0500.
1. Please show all wetland impacts including fill slopes on the site plan - also remaining
wetlands upslope of "Etta Drive" need to be included in total impact.
2. Please provide detail for the stormwater management practices as required by GC since the
site will have more than 30% impervious surfaces.
3. Please indicate all stormwater outfalls on the site plan.
Please telephone me at 919-733-1786 if you have any questions or would require copies of our
rules or procedural materials. This project will remain on hold as incomplete in accordance with 15A
NCAC 2H .0505(c). The processing time for this application will begin when this information is
received. If we do not hear from you by writing within three (3) weeks we will assume you no longer
want to pursue the project and will consider it withdrawn.
Sincerely,
i R. Dorney
Water Quality C ' ication Program
JRD/bs
cc: Mooresville DWQ Regional Office
Asheville Corps of Engineers
Central Files
File Copy
Robert Baysden, Robinson & Sawyer, Inc., 707 E. Second Ave., Gastonia, NC 28054
N. C. Division of Water Quality, 401 Wetlands Certification Unit,
1650 Mail Service Center, Raleigh, NC 27699-1650 (Mailing Address)
2321 Crabtree Blvd., Raleigh, NC 27604-2260 (Location)
[phone] (phone), 919-733-6893 (fax), (http://h2o.enr.state.nc.us/ncwetlands
DWQ # 02-1673 SUNDANCI; VILLAGE (SOUT}I)
Subject: DWQ # 02-1673 SUNDANCI; VILLAGE (SOUTH)
Date: Mon, 4 Nov 2002 10:51:14 -0500
From: "Robert M. Baysden, PE" <[e-mail]>
To: <[e-mail]>
John,
Per a telephone message left with you this morning and in reference to a
letter from you dated 10/28/02. Prior to addressing the request for
information I wanted to touch base with you and make sure you received
exactly what you needed without duplicating information you might already
have.
Main Paragraph: No streams or ponds or waterways exist on the subject
property pre-development.
Item #1) On attatched sheet 11 of 31(241lx36") all wetland impacts are shown
including the fill slope south of Etta drive. The encroachment North of Etta dS2?
drive is included within the total impact area of 0.26 Acres.
Item #2) This subdivision falls within the jurisdiction of the City of
Gastonia which at this time does not require stormwater management for
subdivisions. My total impervious post-development area may have been
mis-leading as it included an approximation of the total build-out of the
subdivision. Since it is a subdivision, the City of Gastonia looks at the
property prior to issuance of Certificate of Occupancies. If your office i
in agreement with this - then impervious area would include all roads,
parking lots and other wo ' ,',^15.29
Acre's impervious or 13.3% of the project area. W R60 l? u! ((' ,'?
Item #3) I can send you and overall siteplan to scale with the Drainage
systems Hi-lighted. It will also include the wetland area and the impact
colored with areas shown.
If you wish to call me back today, I will be back in the office from lunch
around 12:30.
Thanks for your time,
Robert M. Baysden, PE
Robinson & Sawyer, Inc.
707 East Second Ave.
Gastonia, NC 28054
704-864-2201
1 of I 11/4/02 1:07 PM
1.% 4 4 *% *_&, I
Office Use Only: Form Version May 2002
USACE Action ID No. DWQ No.
(If any particular item is not applicable to this project, please enter "toot Appucame _pr
I. Processing
1. Check all of the approval(s) requested for this project: +
® Section 404 Permit ? Riparian o 4W lied Buffer Rule
? Section 10 Permit ? Isolated W tlan
® 401 Water Quality Certification ny SFCT?-r{
2. Nationwide, Regional or General Permit Number(s) Requested: 14
3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here: ?
4. If payment into the North Carolina Wetlands Restoration Program (NCWRP) is proposed for
mitigation of impacts (verify availability with NCWRP prior to submittal of PCN), complete
section VIII and check here: ?
5. If your project is located in any of North Carolina's twenty coastal counties (listed on page
4), and the project is within a North Carolina Division of Coastal Management Area of
Environmental Concern (see the top of page 2 for further details), check here: ?
II. Applicant Information
1. Owner/Applicant Information
Name: Billy Lingerfelt (Land Development Manager) for the Dan Moser Company
Mailing Address: PO Box 350, Mineral Springs NC 28108
Telephone Number: 704-843-2182 Fax Number: 704-843-6811
E-mail Address:
2. Agent/Consultant Information (A signed and dated copy of the Agent Authorization letter
must be attached if the Agent has signatory authority for the owner/applicant.)
Name: N/A
Company Affiliation:
Mailing Address:
Telephone Number:
E-mail Address:
Fax Number:
Page 5 of 12
III. Project Information
Attach a vicinity map clearly showing the location of the property with respect to local
landmarks such as towns, rivers, and roads. Also provide a detailed site plan showing property
boundaries and development plans in relation to surrounding properties. Both the vicinity map
and site plan must include a scale and north arrow. The specific footprints of all buildings,
impervious surfaces, or other facilities must be included. If possible, the maps and plans should
include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with the property
boundaries outlined. Plan drawings, or other maps may be included at the applicant's discretion,
so long as the property is clearly defined. For administrative and distribution purposes, the
USACE requires information to be submitted on sheets no larger than 11 by 17-inch format;
however, DWQ may accept paperwork of any size. DWQ prefers full-size construction
drawings rather than a sequential sheet version of the full-size plans. If full-size plans are
reduced to a small scale such that the final version is illegible, the applicant will be informed that
the project has been placed on hold until decipherable maps are provided.
1. Name of project: Sundance Village (South)
2. T.I.P. Project Number or State Project Number (NCDOT Only): N/A
3. Property Identification Number (Tax PIN): 01-126-05,01-125-38,01-125-5.01,01-125-39
4. Location
County: Gaston Nearest Town: Gastonia
Subdivision name (include phase/lot number): Sundance Village (North)
Directions to site (include road numbers, landmarks, etc.): From Charlotte: Make I-85
South 2)Take East Gastonia (Hwy 7) exit 3) Take left on NC#7 towards downtown
Gastonia 4) Take right at first light (Modena Street) 5) Take left on Spring Street (last left
before Modena crosses over I-85) 6) Entrance to project anywhere on right
5. Site coordinates, if available (UTM or Lat/Long): Gastonia North, NC
Lat: 81d10'12", Long: 35dl6'39"
(Note - If project is linear, such as a road or utility line, attach a sheet that separately lists the
coordinates for each crossing of a distinct waterbody.)
6. Property size (acres): 39
7. Nearest body of water (stream/river/sound/ocean/lake): Tributary L-6 of Long Creek
8. River Basin: Catawba
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at http://l12o.enr.state.nc.us/admin/maps/.)
Page 6 of 12
9. Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application: Site has been cleared of trees suitable for sale. Site has not
been rubbed and there has been no disturbance in delineated wetlands. General land use is
residential with I-85 bordering the North side of the property.
10. Describe the overall project in detail, including the type of equipment to be used:
Project is a single family residential subdivision consisting of 161 lots and 22% (8.65 Acres)
of common open space Site is in an area that the City of Gastonia wishes to revitalize. The
site will be mass graded and though submitted as one project will be constructed in three
separate phases by the developer Equipment to be used includes pans sheepsfoot, dozers
and track hoes
11. Explain the purpose of the proposed work: Provide infrastructure in support of the
residential subdivision including: roadways storm drainage sanitary sewer water and
graded building _pads. Proposed work in wetland is a result of the City of Gastonia's request
that an additional entrance to the site be provided All efforts have been made to minimize
this impact while meeting Cif standards for residential construction.
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.
NCDENR Erosion Control Approval (8/30/02) - Project ID: GASTO-2003-008
V. Future Project Plans
Are any future permit requests anticipated for this project? If so, describe the anticipated work,
and provide justification for the exclusion of this work from the current application.
No future permits are anticipated
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
Page 7 of 7
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.
1. Provide a written description of the proposed impacts: Impacts include fill associated
with roadway construction roadway construction storm drainage sanitary sewer and water
main utilities across northern end of a delineated wetland
2. Individually list wetland impacts below:
Wetland Impact
Site Number
(indicate on map)
Type of Impact* Area
impact

acres Located within
100-year Floodplain**
(yes/no) Distance to
Nearest Stream
(linear feet)
Type of Wetland***
Area 1 Roadway -Perm. 0.26 NO 825 Forested 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 btt)://www.fema.t;ov.
*** List a wetland type that best describes wetland to be impacted (e.g., freshwater/saltwater marsh, forested wetland, beaver pond,
Carolina Bay, bog, etc.) Indicate if wetland is isolated (determination of isolation to be made by USACE only).
List the total acreage (estimated) of all existing wetlands on the property: 1.29
Total area of wetland impact proposed: 0.26
3. Individually list all intermittent and perennial stream impacts below: N/A
Stream Impact
Site Number
indicate on ma
Type of Impact* Length of
Impact
linear feet
Stream Name** Average Width
of Stream
Before Impact Perennial or
Intermittent?
leasespecify)

* 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
Page 8 of 12
www.usgs.gov. Several internet sites also allow direct download and printing of USGS maps (e.g., www.topozone.com,
www.mapqucsLann, etc.).
Cumulative impacts (linear distance in feet) to all streams on site: N/A
4. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.) below: N/A
Open Water Impact
Site Number
indicate on ma
Type of Impact* Area of
Impact
acres Name of Waterbody
(if applicable) Type of Waterbody
(lake, pond, estuary' sound
bay, ocean, etc.

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: till, 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 feasible. Also discuss how impacts
were minimized once the desired site plan was developed. If applicable, discuss construction
techniques to be followed during construction to reduce impacts.
City of Gastonia Engineering required another entrance to project site. There was only one lot
available for sale that met these condition and would minimize the wetland impact. Once
determined that this was the entrance geometry was applied that pulled the impact as far
upstream as possible Additional minimization will include a site erosion control basin upstream
of the roadway instead of further impacts to the wetland along with strict adherence to an
approved NCDENR Erosion Control Pan
Page 9 of 12
VIII. Mitigation
DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC
Division of Water Quality for projects involving greater than or equal to one acre of impacts to
freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams.
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on 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://l12o.enr.state.nc.us/ncwetlands/strmgide.htni1.
1. Provide a brief description of the proposed mitigation plan. The description should provide
as much information as possible, including, but not limited to: site location (attach directions
and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet)
of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view,
preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a
description of the current site conditions and proposed method of construction. Please attach
a separate sheet if more space is needed.
N/A
2. Mitigation may also be made by payment into the North Carolina Wetlands Restoration
Program (NCWRP). Please note it is the applicant's responsibility to contact the NCWRP at
[phone] to determine availability and to request written approval of mitigation prior
to submittal of a PCN. For additional information regarding the application process for the
NCWRP, check the NCWRP website at http://h2o.enr.state.nc.us/wrp/index.litm. If use of
the NCWRP is proposed, please check the appropriate box on page three and provide the
following information:
Amount of stream mitigation requested (linear feet): N/A
Page 10 of 12
Amount of buffer mitigation requested (square feet):
Amount of Riparian wetland mitigation requested (acres):
Amount of Non-riparian wetland mitigation requested (acres):
Amount of Coastal wetland mitigation requested (acres):
IX. Environmental Documentation (required by DWQ)
Does the project involve an expenditure of public (federal/state) funds or the use of public
(federal/state) land?
Yes ? No
If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at [phone] to review current thresholds for environmental documentation.
Yes ? No ?
If yes, has the document review been finalized by the State Clearinghouse? If so, please attach a
copy of the NEPA or SEPA final approval letter.
Yes ? No ?
X. Proposed Impacts on Riparian and Watershed Buffers (required by DWQ)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
Will the project impact protected riparian buffers identified within 15A NCAC 213 .0233
(Neuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 213 .0250 (Randleman Rules and
Water Supply Buffer Requirements), or other (please identify )?
Yes ? No ® If you answered "yes", provide the following information:
Identify the square feet and acreage of impact to each zone of the riparian buffers. If buffer
mitigation is required calculate the required amount of mitigation by applying the buffer
multipliers.
Zone* Impact
s care feet Multiplier Required
Miti ation
I 3
2 1.5
Total
Page 1 1 of 12
* Zone 1 extends out 30 feet perpendicular from near bank of channel; 'Lone 2 extends an
additional 20 feet from the edge of Zone 1.
If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e., Donation
of Property, Conservation Easement, Riparian Buffer Restoration / Enhancement, Preservation or
Payment into the Riparian Buffer Restoration Fund). Please attach all appropriate information as
identified within 15A NCAC 2B .0242 or.0260.
XI. Stormwater (required by DWQ)
Describe impervious acreage (both existing and proposed) versus total acreage on the site.
Discuss stormwater controls proposed in order to protect surface waters and wetlands
downstream from the property.
Total Acreage=39 458 Acres. Existing impervious = 0.16 Acres, Proposed = 14.36 Acres
(includes estimate of 2500sf/lot). Protection includes maintaining Erosion Control Measures
throughout construction Please see attached Appendix A for additional analysis.
XII. Sewage Disposal (required by DWQ)
Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of
wastewater generated from the proposed project, or available capacity of the subject facility.
Sanitary sewer is to be entirely domestic and will run by proposed gravity until it ties into an
existing City of Gastonia sanitary sewer outfall. Eventually being treated at the Long Creek
WWTP.
XIII. Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H .0500) or any Buffer Rules?
Yes ? No
Is this an after-the-fact permit application?
Yes ? No
XIV. Other Circumstances (Optional):
It is the applicant's responsibility to submit the application sufficiently in advance of desired
construction dates to allow processing time for these permits. However, an applicant may
choose to list constraints associated with construction or sequencing that may impose limits on
work schedules (e.g., draw-down schedules for lakes, dates associated with Endangered and
Threatened Species, accessibility problems, or other issues outside of the applicant's control).
2-
U Appal kit/Agent's Signature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 12 of 12
APPENDIX A
October 9, 2002
Engineer's Report
Wetland Encroachment
Description of Project:
Project consists of the development of 39.5 Acres as single family housing which will
include 158 lots. The City of Gastonia required a secondary entrance to the
development with the only available option requiring the crossing of a delineated
wetland. This access was created to minimize impact and cross at the most upstream
portion of the wetland.
Wetland analysis:
The wetland was noticed by the engineer based on certain types of vegetation, most
notably the presence of willows and areas of spongy ground. The area was then
delineated by Resolve Engineering of Monroe, NC. Based on a thorough walk through
of the area at different times of the season this area does not hold standing water for
any duration. Based on topographic information it is apparent that an existing channel
once drained this property to an existing creek on the south side of Green Circle drive
as shown on attached Appendix B. The construction of Green Circle Drive as well as
the construction of a sanitary sewer line has impeded this natural channel allowing
sediment to build up and spread the point discharge of the channel over a wide area.
Proposed impacts:
It is the Engineer's intent to minimize impacts to this area. The road was designed to arc
as much as possible, given City alignment guidelines, to pull away from the wetland
area and clearing has been kept to a minimum. The engineer used the road as a berm
for the required Erosion Control Basin so as not to disturb more area downstream of the
roadway. The entire wetland area and adjoining land has been dedicated as common
space to prevent future development in the area. The proposed stormwater system
enters the wetland area at a point much as the existing runoff does. Numerous natural
features and drainage swales allow this point discharge to spread out.
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$$) Plan Detail Incomplete
Pr4?(' If-Z Date
? Please provide a location map for the project.
? Please show all stream impacts including all fill slopes, dissipators, and bank stabilization on the site plan.
? Please show all wetland impacts including fill slopes on the site plan.
? Please indicate all buffer impacts on the site plan.
? Please Indicate proposed lot layout as overlays on the site plan.
? Please indicate the location of the protected buffers as overlays on the site plan.
? Please locate all isolated or non-isolated wetlands, streams and other waters of the State as overlays on the site plan.
? Please provide cross section details showing the provisions for aquatic life passage.
? Please locate any planned sewer lines on the site plan.
Please provide the location of any proposed stormwater management practices as required by GC 3362--
Please provide detail for the stormwater management practices as required by GC WZ
,??h?,`l?-a?? ?Pe?v,??s
? Please specify the percent of project imperviousness area based on the estimated built-out conditions.

? Please indicate all stormwater outfalls on the site plan.
? Please indicate the diffuse flow provision measures on the site plan.
? Please indicate whether or not the proposed impacts already been conducted.
Avoidance and/or Minimization Not Provided
awe 6- y?
3O?il ?5 (?G?^v''`
? The labeled as on the plans does not appear to be necessary. Please eliminate the or provide additional information as to why
it is necessary for this project.
? This Office believes that the labeled on the plans as can be moved or reconfigured to avoid the impacts to the . Please
revise the plans to avoid the impacts.
? This Office believes that the labeled on the plans as can be moved or reconfigured to minimize the impacts to the . Please
revise the plans to minimize the Impacts.
? The stormwater discharges at the location on the plans labeled will not provide diffuse flow through the buffer because . Please
revise the plans and provide calculations to show that diffuse flow will be achieved through the entire buffer. If it is not possible to achieve diffuse
flow through the entire buffer then it may be necessary to provide stormwater management practices that remove nutrients before the stormwater
can be discharged through the buffer.
Other
? The application fee was insufficient because over 150 feet of stream and/or over 1 acre of wetland impact was request. Please provide $
This additional fee must be received before your application can be reviewed.
? Please complete Section(s) on the application.
? Please provide a signed copy of the application.
? Please provide copies of the application,
Mitigation
copies of the site plans and other supporting information.
? of compensatory mitigation is required for this project. Please provide a compensatory mitigation plan. The plan must conform
to the requirements in 15 A NCAC 2H.0500 and must be appropriate to the type of impacts proposed.
? Please indicate which 404 Permit the USACE would use to authorize this project.
- Pew 4,,) _%-09 uJtAX 6)PT
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$$) Plan Detail Incomplete ,
? Please provide a location map for the project.
? Please show all stream impacts including all fill slopes, dissipators, and bank stabilization on the site plan. 1- \ I A-Ivj Please show all wetland impacts including fill slopes on the site plan. -- oq?go ? p i w1`' S "?J R -( N i
b ) 1
-04 *
? Please indicate all buffer impacts on the site plan.
i
? Please indicate proposed lot layout as overlays on the site plan.
? Please indicate the location of the protected buffers as overlays on the site plan.
? Please locate all isolated or non-isolated wetlands, streams and other waters of the State as overlays on the site plan.
? Please provide cross section details showing the provisions for aquatic life passage.
? Please locate any planned sewer lines on the site plan.
? Please provide the location of any proposed stormwater management practices as required by GC
i) t d1,.1 S
Please provide detail for the stormwater management practices as required by GC ? `1"?.
? Please specify the percent of project imperviousness area based on the estimated built-out conditions.
04-Please indicate all stormwater outfalls on the site plan.
? Please indicate the diffuse flow provision measures on the site plan.
? Please indicate whether or not the proposed impacts already been conducted.
$$) Avoidance and/or Minimization Not Provided
? The labeled as on the plans does not appear to be necessary. Please eliminate the or provide additional information as to why
it is necessary for this project.
? This Office believes that the labeled on the plans as can be moved or reconfigured to avoid the impacts to the . Please
revise the plans to avoid the impacts.
? This Office believes that the labeled on the plans as can be moved or reconfigured to minimize the impacts to the . Please
revise the plans to minimize the impacts.
? The stormwater discharges at the location on the plans labeled will not provide diffuse flow through the buffer because . Please
revise the plans and provide calculations to show that diffuse flow will be achieved through the entire buffer. If it is not possible to achieve diffuse
flow through the entire buffer then it may be necessary to provide stormwater management practices that remove nutrients before the stormwater
can be discharged through the buffer.
$$) Other
? The application fee was insufficient because over 150 feet of stream and/or over 1 acre of wetland impact was request. Please provide $
This additional fee must be received before your application can be reviewed.
? Please complete Section(s) on the application.
? Please provide a signed copy of the application.
? Please provide copies of the application, copies of the site plans and other supporting information.
$$) Mitigation
? of compensatory mitigation is required for this project. Please provide a compensatory mitigation plan. The plan must conform
to the requirements in 15 A NCAC 2H.0500 and must be appropriate to the type of impacts proposed.
? Please indicate which 404 Permit the USACE would use to authorize this project.
DAN MOSER COMPANY, INC. • 5817 HWY 75 • P.O. BOX 350 • MINERAL SPRINGS. NC 28103
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- STORM DRAINAGE STRUCTURE N0. I ~ i
'Ir I VALLEY CURB do GUTTER ~ GENERAL NOTE REFERENCE ;i I ExIST. SMFI U H
t¢ RIN~708.81
ij I - - - DETAIL REFERENCE. STANDARD 24' CURB do GUTTER f~ _ ~ SIIEIF-898.81
Fj1fIST. SMH ~ I X DETAIL NUMBER RIM=702.7, 0 1 50 50 00
SHEET NUMBER ~ !ten 5' CONTOURS ~ SHELF=897.01 -CT°~ C/L INV=696. 150
S I n ,
I 1' CONTOURS HORIZONTAL SCALE: 1 =50
OUTLET PROTECTION i 28
8" GRAVITY SANITARY SEWER I
r ~ LOT SETBACK LINES: D.rE: oe or/ae
PICNIC SHELTER (BY OWNER) 20' FRONT, 30' REAR REVa: oa/is/t~
I - - - . - . ~ 5' SIDE, 12.5' CORNER
REVISION 2 >~orgcr xo. 00100.09
PLAYGROUND (BY OWNER) ADDfD OPEN SPACE
ADDED ADDfTIONAI fASFHENT ALONG EXISTMIC SEWER CONVERTED ONE (1) LOT TO OPEN SPACE
ADDED LOT ELEVATIONS
ADDED STREET NAMES POCKET PARK BENC~aw~lc ~ NAE. SEt w POMlER
POLE AT END OF SPRING STREET BOLE: HORtZ. 1 X60
iiOiiAL PRD 30.518 ACRES NOTE: lpiS 210 ! 241 ARE ON AN ADJACENT ELEVATION •774.95 AREA( }
NIA~R OF Lp15(PRa) ~ 158 O.A74 ACRE 11brCT OF LAND TWIT WAS PlJRgiI~SED
GENERAL NOTES DME11t8iG LpIS / ACRE ~ 4.00 LATER AND WERE NOT NrCLUDED IN THE Rt-PRD DRAM 8Y:
OIE OETA1pfD D~111i0 LMT PER LOT RE~OfMq OR THE CALCtN1tTi0NS BELOW. gig 3I18dECT PROPERTY
1 THIS IS NOT A SURVEY. THE PROPERTY INFORMATION SHOWN ON THIS 6 THERE ARE 81 LOTS IN PROPERTY PARCEL INDICATED 1~3 BUILDING LOT SETBACK REQUIREMENTS: O _ , PROVIDED BES~IISEQ IS ZONED R~-PRD ceECCEa
SHEET WAS COMPILED FROM EXISTING MAPS, SURVEYS AND BOUNDARY AVERAGE WIDTH OF 50 AND A MINIMUM LOT AREA OF 6,000 SQUARE FEET. RUN BY ROBINSON do SAWYER, INC. FRONT YARD SETBACK = 20' (3Il~tGLE ~'IIiQLY Rl~~DBNTIAL)
7~ ALL HANOICJIP RAMPS LOCATED IN MIN. SIDE YARD SETBACK 5', (12.5' ON CORNER LOTS.) Min. Croat project area 5 Acres 39.5481 Acres 14
20 SURROUNDING PROPERTIES ARE ZONED R-1 WITH A RESIDENTIAL USE INTERSECTIONS SHALL 8E CONSTRUCTED REAR YARD SETBACK = 30' Max. groN density (dwelling unite/acne) 4.9 4.00 ~<<~~ with 40X der?eily bonus (per articb 7U) t~`` 't~ O ~4
AS DETAILED IN CITY STANDARD 11 D-27 14 INCLUDES AREA DESIGNATED AS TRACT II ON INITIAL CONDITIONS PROPERTY O1rNER o~~''`°"
3~ SUBJECT PROPERTY IS REZONED R-1-(PRD), SINGLE FAMILY RESIDENTIAL HOMES. WITH THE FOLLOWING MINIMUM 8 HANDICAP RAMPS LOCATED AT END OF SHEET PLUS LOT ON CIRCLE VIEW OBTAINED FOR ADDITIONAL ACCESS :SS Min. front tetbadc ~ 50' 50' ' f ~ (con reduce to 25 w/ ecreen~ng) THE DAN MOSER COMPANY' _ {
PROJECT SETBACK REQUIREMENTS; SIDEWALK RUNS IN CUL-DE-SACS SHALL AND AN AREA ALONG THE SIDE PROJECT LINE THAT WAS UNCLAIMED. :D.
~ CONSTRUCTED AS DETALED ON 1~5 POOL AND POOL HORSE TO BE DESIGNED AND CONSTRUCTED BY OTHERS. FRONT YARD SETBACK 50' SHEET 17 DETAIL 6 I~in. ~ setback 20 comer) 2D~ (4o corner) PO HOX 3250 ~ OTHERS. ,.F (con rea~oe to 15 , 30' w/ screening)
MIN. SIDE YARD SETBACK = 20', (40' ON CORNER LOTS.) 1~6 THIS IMPROVED COMMON OPEN SPACE TO BE CLEARED OF SCRUB, GRADED SM00' G D SMOOTH ~ MINERAL SPRINGS NC 28042 F
REAR YARD SETBACK = 30' 9 SEE SHEETS 4 do 5 OF 18 FOR LOT LAYOUT PUW OVERLAID WITH SIX INCHES (6'~ TOP SOIL AND SEEDED. ' RADE M'in. rear setback 30 30 .~~'ClN~~' .r~
4~ RESIDENTIAL STREETS SHALL HAVE A PUBIiC 40' R.O.W. WITH 7 PARKING LOT TO BE LIGHT DUTY PAVEMENT (6" ABC, 2~ I-1). Min. unobetructe~/ open pace 5071 72.070 (28. 53 Ac es) ''~rr~un~+1'` 13
0 5' EASMENTS ADJOINING R.O.W. LINES ON BOTH SIDES OF THE ROAD. 1~0 SEE SHEETS 10-14 OF 18 FOR PLAN do PROFlLE SHEETS URB do GUTTER TO ANDARD 24' C R E. oeaxned 3000ef obatn~cted (
5 LOTS ARE SUBJECT TO THE FOLLOWING DRAINAGE do UTILITIES EASEMENTS FOR ROJIOWAYS AND SANITARY SEWER. Min. 7i of site to be common open space 2071 24.77r (9.78 Acres) SHEET NO.
8 CURB d< GUTTER fs TO BE VALLEY CURB EXCEPT ALONG IN ADDITION TO ONES SHOWN: 10' ALONG ALL REAR AND EXTERIOR LOT LINES, Min. X of cite to be improved common
AND 5' ON EACH SIDE OF ALL INTERIOR LOT LINES. 11 SEE SHEETS 8 ~ 9 OF 16 FOR WATER DISTRIBUTION PLAN. ~ MODENA ST., AT CATCH BASINS, RADII do ENTRANCE ISlANO
ALL U I S To IT.
BASIN ANY BE REDUCED AND/OR REMOVED UPON APPROVAL T
19 PARKING LOT DRIVEWAYS TO BE 24 WI DE AND BUILT TO BY NCDENR. CITY STANDARD. HAVE FORMS INSPECTED PRIOR TO
POURING. CONCRETE TO POINT OF TANGENCY.
REFER TO CITY DETAILS & SPECIFICATIONS 71D-16.
OF 31 SHEETS

~ \ I ~ N ~ °a 0 ~ HDPE~ FO ~ ~ l PH(NVE: 704-864-22D 1 EA? i
~ ~ j,~.371 / J. \ FAX: [phone]
e ~ / ~ ~ / ~ ~ \.t /
~ Q , ~ j \ C G ITS A ~ ~ % UM / D DR H 2 2 ~ - ~ EA ' 3.964 8 i Www.ROesAW.co~M ~ ~ ~ ~
~ ti ~ ~ ~ M OF. DIS RBANCE i ~ -''*i'` ;H i 2 ~ - ' 18.521 i ~ ~ l ~ _ -p
a /U STURB AR 14.43 ~ AC ~ ~ D o ~ ALONG 0 ~ UNEI ~ I =`~27 3 ~ -~i ME it" ~ 2 ~ i co
o ~ ~ ~ - RAI AR 0. ~3 i ~ 5 ~ ~ ~ 1 ,1
1~ ~ ~ F ~ , / ~ i' ~ ~ / ~ ~ ~ r C LNG ~ o .t ~ ~ ~ ~ ~ I
o H w0 MR' RE tRED ~ 25976 6 A - DIVERSI • 2. ~ i A- ~ ~~`'ti ~ W
~ Q L PROVJpED ~ 3171$ ft ~ . , ~ ON S D E D ~ / MPORA 6 ~ ~ , o• ~ ~ TE 2 1 ~ 1 BOTTf>~1 ELEV. / ~ ALO LINE w t D E w1 ? \
~ ti 8 n ON- I'f~ DRAI ~ SPl AYE ATIONm721 ~ i ~ ~ . < cn
~ ~ ~ i ~ ~ , ..u SILT , ~ / ~ ( SPI WAY ~ -16 Q ~ ~ K
c~" ti v, h -ti ~ ~ ~ ~ e ~ m i ~ * 6 ~ S ENT BA~lN 2 ~ ~ 3 ~ ~ ~ © \ ~ ~ R
P . ~ r -~20-. r'` J r r
o~' ~ ~ ~ ~ ~ 28 orroM .=los.oa o 7 rr? i i Q % ~ ~ ~ ~ B M EL 718.00 ~ ~i ~ 0. 5• 'h \ ~ ~ ~ / / \ I r F
~ p~ , A SPIL WAY EL TION=717.00 ~ 1 ~ \ o ,
~0 ~ ~ Q' `i. SPIV. Y LENG =20' ~ ? ~ a,~, ~ ~ S CE cn •,Mi i ,i~0i i* ~ ~ ~ ~ ~ , ~ Li. W
Q~ .l Tr' ~ Ql" ~ V ~ ~ ? ~'M' ~ ~a~ai tip' ~ ~ I I e~ y e i ~ i ~ rr~ ~ PO !p P wW ~
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r ~ ~ ` r ~ ~ r - <
~ ti b• \ ~ ~ h ~ ~ / ~ ~ ~ ~ w ~ ~ pr W
i ~ ~ ~ DI REED = 1.8?~
~ i ~ - 1 I ~ -SITE DRNNAGE~RfA ; .000 ACR ~ ~ 1. I / ~ ~ ry ~ ~ ~ ti ~ .88AC ~ W ~ \ ~ ~
~ 0 I , ~ -SITE DRAINAGE AREA 1 2 ~ ~ ~r r , . ; ~ rr ~ 0 s.• \ ~r J
~ ~ ~ % ~ ~ _ , ~ ~ i ~ ~ ~ UME REQUIRED = 0 ft 3 , / ti ~ , ~ I Q , I VOL~1t~lE PROVIDED 3713 ft 3!- 1 - ~ r~ ~ ` ~ r
~ti•~o. ~ ~ ~ \ ~ ~ \ I ~ / M' 4~ ~ } ti •r x \ 1 • q .t ' \ pr A ~ Z r
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o~ ~ ~.z, ;i I J SEDIME TRAP • „ ~ ~
J / ,C F ~ ~ y . I 2 BOTTOM ELEV.=711.50 I ~ ii 1 i ~ ~ ;
~ ~ L` it ~ ~ ~ ~ 1 • BERM ELEV' 71 ii ' . i' Q f' t \ • SPILLWAY E 71 i/ \ ~
j ~ v ,y?' 'h , i • I I WAY ~7 ~ `r0F i'
/ / R " LAr>ENt
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ti ti ~ ~ ` ~ ~ i ~0 _ ~ I 28 ~h \ ~ - ; MPORARY ~ ~b 28 ~
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6 OUTLET PROTECTION ~ ryh~~~~6. , t~ ~ ~ _ y ~1 z 1 o r~ ~ ~ ~ ~ CLEAI~NG \ LEAI~NG NITS r~ r o ?j ~ '
28 ) I - r~ o'o IMI'TS OF' [~STURBANG ~ \
QS ti e ; . <C ~b + . \ q~*. r O.E90 ACBiSB
oQ;! ,o~ ; ~ 1 - - S ~ icy _ Or , l- ! DAM. TOP •t D~IV Y09EH COMPANY, INC. ~ cyp
~ ~ ~ y~ Q~ y~~~ ~A FFti ~ D-31 ' , . ~ Gr FS R , wEttAND ~uwato~I 7 ?.S' 0. (pp Dd'~D BOOR ~,Zi?', PAGB_ 147 TAY NUIEIr~: Oi 004 3b 5 ~ \
w' 'L~0• 6• 'h ~ 1 ~R" ~ C SITE DATA ti r ~ 4 -EXIST. sMH b01~ 8Y: f1ElOI.VE ®f1V~l0IA~M'AL. SEiI" 1 ~ ii ( S1 ~'~A i ~i ~Q~'~$ I~10lA~NI'AL s bQ sPILNUIY ~ r p
~0 Q-, ~'t I 2 ~0 B RIM=702.34 ~ + ? 0 0 ' J 0 ~ SHELF=896.14 . 1~fAl AREM1.~ ~ , r PFR NCOQlR-DWr;I. r ' ~ _ r F \ y
TOTAL SITE AREA = 39.458 0~ ~ o? - r °HFa ~ F ? . ~..C[L nrv=~9s.13 a~? ACRES . QJ,~P+ ti ~ R~ , s~ ~ ACRES ~ ~ ? l~ A Q 'V` i ~ p,, ~
INCLUDES 158 L T ROP ~ ~ ( 0 P OSED SUBDIVISION 7 , ~ ~ W 1 \ V" \ ~ ~ ~ ~ q. xr StRUC110N Q~TRMICE U . ~ ~ coN 3
, PRIG 15 tIMEIIR t:EET AND ASSOCIATED ROADS 1 ~-rf-~--- _ ~ ti ~ , r ~ ~ 4 U1 r? \ ~p TEWIPORARY
_ _ _ . - t ~IEYS wmt ass ~ _ _ - - ~ ~ CONTROL ' \ r 28 '0~,r ~ ~ r ~ /p
- - - - - - ; sue' LII~. F r,~, ~t• PR DE CLEAN t O ~ ~ \ r o
TOTAL DENUDED AREA - 33.81 ACRES EXIST. SMH A , 15 t q \ ~ ~ rp ~p r r SAWC UNE FtNi
RIM=703.26 N ! Y ~ SHELF=694.81 EASE ~ i \ ~ , MA q PAVEM ROUSE TO I~ ~ ~ 'fir. ,r w~, r ~ t~
E~ I SOIL TYPE: Ce82 CECIL S ~ 6 •!~f ( ) C/L INV=693.88 ~ , • ~ ~ ~ ' ' z ~ \ ,i \ , ,y., t ~ \ RELOCATED B'~..4Wl~R. ~ ~i'
P.B. I,, S PaD2 PACOLEF 1 6 ; ( ) ~ ~ ~ ~ ADDmoNAL sTRUCTURES/TREES w F ~r
P ~ I ~ ~ aE (PACOLET SANDY LOAM i ~ ' Q ; ~ r w ` ' r ~ \ TO BE REMOVED BY CO~NITRACTOR. t!) ~r r ~ 7 F
( T y CH (CHEWALCA LOAM ~ to 0 ~ '1 r \ ~iy r o . SHEDS, C~ARAIGES, SEPTIC TANKS ~ r a ~ 2 pr, a \
CfB (CECIL-URBAN ~ ~ ~ r r \ ~ ~ ~ ~ p . M
~ ~ ~ \ \ k , , - r ~o \ , 2 a ~ q~r dr ~ W U
~ ~ ~e ~ z l 0~~ p A r p~ Z U
I ~ ~ ALT. BENC~MA~c ~ SON ~ sET <C \ Z
CRATE=7 \ , ~t _ R'~ ?e e I ~ _ ~ Q 4 ~ ALONG CIRCLE VIEW DRNE Q
INV.=695.45 ' O _ I OY ~ ~f P£ 1 . ~ ElEYA110N = 732.81 S#~ET 5 d
R F lOpD ~ . RATE: .7a I ~M 3 LIJ~ S ~o't22a 7p ~ _ E / ~ , ' ~ ~ LI.I M..~ Z r~
i =894. ~ OQ Q i I ~ .--\OlIl \ ~ i~ ~ LL VL Z
- 3.0'-~- II INV.=8 53 1 c v
'j s \ f
a I - TOP 712.50
1' ~ i d I ~ ~ - w
VARIES ~ 1 SLOPE i ~ 1`~~_ r EXIST. SMH ~ ~ RIM~7D6.61 t.`->
it i SNELF•898.81 C/IINV~897.43
~j1(IST. SMH ~ ~I RIM=701.71
i SHELF=697.01 EROSION CONTROL ~ C/L INV=sss.
1~~~ ~ CLASS B STONE i" GRAVEL - I !",F7i
(6" THICK) ~.M,
I - WETLAND (F?LLeO
1 ROCK DAM
5 _ ~ D DAT''E; 08/07/02 W TI.AN
itB'PISION3: 08/22/02-NCDBNit
12/18/02-NCDENR-D11Q
V FROJECf No. 00100.08 SPECIAL NOTE EXCA
SEE SHEET 31 (SRE OETAE,S SHEET)
EROSION CONTROL NOTES FqR EXCAIAATK>N AHD GRADNG SPECFIC/ITIONS BENCHMARK IS NAb. SET IN POWER PILE: SEE DRAl1ING POLDER
1 IT SHALL BE THE CONTRACTORS RESPONSIBILITY ~ MAINTENANCE: CHECK SEDIMENT BJ SEDIMENT BASINS AFTER PERIODS OF POLE AT END OF SPRING STREET
TO OBTAIN APPROVAL FROM THE NORTH SIGNIFICANT RUNOFF. REMOVE SEDI . REMOVE SEDIMENT AND RESTORE ~ ,
CAROLINA DEPARTMENT OF ENVIRONMENT AND THE BASIN TO ITS ORIGINAL DIMEN IRIGINAL DIMENSIONS WHEN SEDIMENT ELEVATION ~ T74.95 (SHEET 3) SCAt,E; HORtZa =50
NATURAL RESOURCES (NCDENR) FOR OFFSITE ACCUMULATES TO ONE-HALF THE BORROW AREA IF IT BECOMES NECESSARY. CHECK THE EMBANKMENT, SPILLWA VE-HALF THE DESIGN DEPTH. ~ MENT, SPILLWAYS, AND OUTLET FOR SORE YOU qG
EROSION DAMAGE, AND INSPECT T} ND INSPECT THE EMBANKMENT FOR DRA1fN BY:
LEGBND (PROPOSED} LEGEND (EXISTING 2 SEE SHEET 28 OF 31 FOR EROSION CONTROL DETAILS PIPING AND SETTLEMENT. MAKE ALI NARRATIVE, AND CONSTRUCTION SEQUENCE. SEE SHEETS IMMEDIATELY. REMOVE ALL TRASH TENT. MAKE ALL NECESSARY REPAIRS
E ALL TRASH AND OCHER DEBRIS 1-8QQ-X32-~49 ~ ID POOL AREA. AVOD UitllY
DNERSION DITCH PROPERTY LINE 9-11 & 15-27 FOR CONTINUATION OF GRADING dt DRAINAGE. FROM THE RISER AND POOL AREA. C88CRBD BY:
R W I TOPOGRAPHICAL INFORMATION FOR PROPOSED IT SHALL BE THE CONTRACTORS RI I T / l NE 3 8 S L FENCE ROADS AND BASIN LOCATIONS TAKEN FROM SURVEYS SAFETY MEASURES, INCLUDING BUT )NTRACTORS RESPONSIBILITY TO PROVIDE ON-SITE ' DD3 INCLUDING BUT NOT LIMITED T0: CHAIN LINK
- - UNSURVEYED PROPERTY LINE DONE BY ROBINSON & SAWYER, INC. ADDITIONAL FENCE ENCLOSURE OF SEDIMENT E DF SEDIMENT BASINS AND OR SITE ACCESS CONTROL ~rY`~s , '~11:, / , ~ ;G ~ - 'r,,,,,
DETAIL ON SHEET TOPOGRAPHIC INFORMATION USED ~ ~ - - 1' CONTOURS .y~°~ r,
FOR DRAINAGE LIMITS, TAKEN FROM REFER TO SHEETS 9 THROUGH 11 - - 5' CONTOURS GASTON COUNTY TOPOS 3556.01 do .03 9 MEASURES INCLUDING SLOPE PROT I THROUGH 11 FOR ADDITIONAL STABILIZATION ~ L~~E ` } _ ` a u SLOPE PROTECTION AND INLET CONTROL.
- - - - - - - - OFf-SITE DRAINAGE AREA
- - - - - - - - - - - - ON-SITE DRAINAGE AREA - TELEPHONE 4 REMOVE ALL CLEARING WASTE FROM THE SITE 10 SEDIMENT TRAPS AND BASINS ARE AND DISPOSE OF THESE MATERIALS LEGALLY. CONSTRUCTION UNTIL SUCH TIMf T D BASINS ARE TO REMAIN IN PLACE THROUGHOUT
' OVERHEAD POWER LINE OUTLET PROTECTION 1 " THE MAJORITY OF THE SITE SUFFIC . SUCH TIMf THAT STABILIZATION IS PROVIDED ON ~ j~ IE SITE SUFFICIENT FOR NCDENR TO ALLOW REMOVAL. ~
28 - w r+- WATERLINE 5 THE CONTRACTOR SHALL MAKE EVERY EFFORT TRAPS AND BASINS ARE TO BE UN ARE TO BE UNDERCUT PRIOR TO BRINGING TO FINAL ~~~~,~t'~°~°>`~:~
TO CONFINE DISTURBED AREAS TO A MINIMUM. GRADE. EXTERIOR SLOPES ARE TO DRAINAGE RUN ti_n f,,~_:~,_n_^,,h ,WOODS LINE ALL AREAS DISTURBED BY THE CONTRACTOR AMERICAN GREEN S150. SILT FENC .OPES ARE TO BE SEEDED AND PROTECTED WITH NORTH ''ar, ~ ~`t,`°`
CLEARING LIMITS DURING CONSTRUCTION SHALL BE SEEDED. SLOPES ARE STABILIZED. 50. SILT FENCE IS TO REMAIN IN PLACE UNTIL ~,<,,k$e,,,+~_~ ZD Q tea
~ POWER POLE SHEET N0.
6 CLEARING LIMITS SHALL BE AS SHOWN ON THIS NO GRADING IS TO BE DONE WITHI RIGHT-OF-WAY ~ LIGHT POLE PLAN. TYPICALLY ALONG PROPERTY BOUNDARY 1t ALL WORK DONE WITHIN DUKE PON TE DONE WITHIN 20 OF DUKE POWER TRANSMISSION PALES.
HIN DUKE POWER RIGHT-OF-WAY TO BE COORDINATED WITH ~r•
a IRON PIN FOUND UWNtK WILL F'KUVIUt SIAKLUUI Uh LIMIIS. 5' CONTOURS DUKE POWER. CONTACT ROB KILLIA ?CT ROB KILLIAN AT 704-382-2628 OR 704-472-7431.
-TAT--- ® IRON PIN SET 50 0 50 100 150
1' CONTOURS TEMPORARY PIPES ARE TO FACILITA UNTIL DRAINAGE SYSTEM IS CONSTf 2E TO FACILITATE MASS GRADING CONSTRUCTION TRAFFIC tEM IS CONSTRUCTED AND ABLE TO MANAGE RUN-OFF. "=50'
HORIZONTAL SCALE: 1
OF 31 SHEETS

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4• i ~J s ~ / ~ ~ / A \ ~ \ \ / 37.00 / / J • • 0 ~ ~ / 721.50 - D ~ 1 \ \ / / l ~ J ~ 1 . / ! ~ / ~ ~
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o ~ ,ti ~o• ~ 1 i 721.00 L ~ ~ ' < Q v ( , ~ ~ ~ 4• A / 6 moo. /i' / ~ 1 ~ ! ~ • I • _ ( / • OR APPROMEED O'11rtR ~
~ . / / AOROSS ~ ~ / o / ~ ,
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/ i - E'T~' ~ 1 li o'' o~ f~ x' -34 ~ • FRO CRAWL) 1 k
o~ ~ ~•ti~ 4 ~ 17 I . ,,r ,T ~ z•o ~ , ~ ~ ~ v ~ A W ` ~ °'l . \ ~
LINE 3.1 SLOPES MID SLEEPER ~ ti ~ I ~ w 1 . ~ e~ ~ m ~ ~ D ~ I 6 ~ 1 ~y I i ~ d d R, ~ ~ ~
WRH NORTH AFRICAN GREEN F ~ L r 1 , st50 (OR APPROMED OTHER) oQ' ~ Qy ~ ~ ~ r I I ~ I I i/ \ ~ ~ ~ • ~ ~ ~ , A
Q ~ 5P I ~ / LYPICAI. ACR06S Ste. ~ rye' 7 '~~i, ~ I ~ I ~ ~ F
15 UNfJIR OOMMON
0 ~0 ~ 1 ~ ~ I Nei p~. ~ ~Q- i~~ I ( ~ I r i' OPEN 5PACE ~ ^r. ~ ER OL sh ~
Cf 1? W l ~ = _ _ ~ i
~ ~ ~ b~0 ~ I - - ~ d~ ~G ~ ~11 / ~,j ~ \ /p Q ~ < R, Q4 ~ S
Q4, ~i4' PG 'hh 11 ~ i 0 Q ~ ` I / • ~ 3:1 SLOPI ~ ~ ~ ~ ~ or < /^1 lN~ 3:1 SLOPES ANO SiFEPER ~ - '0(~r rp ~
LEGEND PROPOSED) ~ 6• ~ _ - ~ ~ - ~ ~ ti ~ ti ~ ~ ' z ~ I . ~ ~ WAH NORTH N I _ / ' r '~F' I WAH NORTH N~RICAtd OAEEN ti Y 0
~ ~ ~ . ~ 5150 OR APPI ~ o o ~ I ~ ~ - ~ ( PROPERTY LINE ~ ~ SI 5O (OR APPROVED OTHER) J ~A ~ lI p ,o•+c M ~ ~ a~4' ~
~ , ~ ~ ~ ~ 0--31 { I. - LYPICAI. ACROs ACROSS "Q TYPK)AL SIZE. ~ ~ r ~ ~r~ R~ ~ z
~s ti ~ ti 1 R/W LINE Q e ~ ~h ~ - ~ F ~ 4• ~lh l ,p, ~ i' OAM. TOP ~
_ _ EASEMENT ~ ~ cf ~ t < _ F ~ o ~~~Q ~~Fti ~?j ~`A ~ - ; 712.50. 4 F ~ J ~ 5 ~`~t
UNSURVEYED PROPERTY LINE o'~ ~ 6• ' j 1~ ' c s c ~ ~ ti h r EXIST. SMH SPNI.WA TER o m ~ ~ ~Y . O ~ ~ ~ Nt~E1Ri ~
- _ 0~ PG ~ +t','' .i k~ f B RIM=702.34 ' 1 CONTOURS J' MLDE CURB CUT. PROVE ~ o o o ~ cr SHELF=696.14 = a.i o >1 ~
l ~ _ 5' CONTOURS _ r' o~~ rr AyF , F .z . ^ ~ INV=695.1 CLASS 1 RIP RAP 24 DEEP v ti a R s~ ~ ~ . ~ ~ °'i'F '~E' <C
ON LAYER OF NON-WOKEN D ~t ~ ~ \ U ~ 'Y q ~ Ap 1,t ~ r ~
_ , _ ! _ TELEPHONE ~ r PW6 15 IIf~AR FEET GEOLEXTIIE FABRIC (t0 x15) i _ i ; • . Or CLASS B A~~ ? ~ ~ ~ iA J F 4 V!
a. r~=-•------' ~ ~ ~ CHANt~.S WIfH CU1SS 8~ _ --F-~. _ ~ CONTROL , s-- SANITARY SEWER ,'__.~__--rr _ ._i_.--- - _ STC1H~ r r _ _ - ~ `~r C ~ryy~ , • Y
8 LEVELS DER __-a------T-.. , E~ _ OVERHEAD POWER LINE ~ r , \ FASEwIENT lam. C ONECALL
I ~ N 31 } } ~ _ EXIST. SMH 5 ~ ' r ~ p o'° ~ U ~'1'F ~ ~ ~ 6EFORE Y W \ ~1 D~
` ~ i _ w _ W__ WATERLINE RIM•7o3.2s N~ o , o w "w ~ R. 3 *t rr hh i 1 ?
SHEIf=894.81 EASE ~ ~ ~ I E i ~ .M ; ~J~~J~J WOODS L NE I = ~ S C/L NV 693.88 ~ ~ • ~ ~ 6 \ ~ ~ _ ~ c ~ F - Z ~ \
B. i N P. ~ ~n, POWER POLE ~ ~ ~ ' ~ W < ~F '~+r
~s R~ ~ O 4 QP ~ Y ~ " (n J <o r~ ~ 1-800-63 -4 r ~ 2 949 H
# LIGHT POLE 0 ' I I '~F~ FF I p ~ \ ~ ~ c F s N ~ • r Fti ~ ~ l~ol~A ~ a \
iPf 0 IRON PIN FOUND ti '1 g' FM ~ 0 q , ~ , TF 0 ~ ~ ~ ~r ~ ~e ~ ~ ~ ~ ~ AVOID UTILITY c R ~F ~F Z p F ~ , R., ~ DAMAGE O
8 ~ A4r s`~r ~ o~ J - r s 4~. ~ s~ ~ ~'F ''~F W
~ ~ \ Z U
LEGEND PROPOSED ~ ~ ~ ~ ~cF ~ ` o ~ e ~ I ~a ~ ss F i~7Cq ~ ' ~ I ~ ~ Z ~ ~ \ ~
• CRATE=7 ~ , - ~ Q ~ ~ c 0 r - r n Q
- - # - - DRAINAGE STRUCTURE do PIPE - • - • - • - • - • - • - INV.=695.45 ~ ) 0 _ ~ C,1 ~ LOT LINES ~ _ 0 Y rfp . ~ p ~R F ~ ~ s : ~ ~
~E E l 6 _ - ALIGNMENT CENTERLINE TE= .78 I ~ 3 ~ LINE I 30'12 2Q
FABRIC INLET PROTECTION o 0 ~ QQ, 1 1 28 =694. _ V I ~ ~ ~ ~ 00 1 ~ ~ w ~ ALT. ~1(~IIdARK IS IRON PSI SET LL. ~ j _ ~ ~ F-
14 /p EASEMENT ,J i , ` - ,A ~ ~ ~ ALONC aRCLE vow DRNE O ~ ~
SANITARY SEWER MH N0. ~NV••6 ~ ~ RICHT OF WAY i I _ _ _ ELEVATION ~ 732,81 r
- STORM DRAINAGE STRUCTUR N ~ ~ I - ® EO I \ /
VALLEY CURB dt GUTTER i
~ GENERAL NOTE REFERENCE I , ~ EXIST. SMH RIM=708.81
- - - DETAIL REFERENCE. STANDARD 24" CURB & GUTTER ,i SHELF=698.61 - ~ C/L INV=697.43
MIST. SMH I X DETAIL NUMBER 'RIM=702.71
SHELF=697.01 0 0 50 100 ~ 5 _ 150
X SHEET NUMBER 5' CONTOURS ~ C/L INV 1
1 1' CONTOURS HORIZONTAL SCALE: 1 "=50'
OUTLET PROTECTION I - We7LA1?O (1~GED F
28 THE INTENT ' F THIS SWALE AND BERM IS TO DNERT 1 CROSS SECTION B' GRAVITY SANITARY SEWER RUN-OFF IN 0 THE WETLAND. CROSS SECTION
LOT SETBACK LINES: ` ~ LArtO wr D`TE: oe/o7/o2
~ ~ PICNIC SHELTER BY OWNER LINE ENTIRE SWALE AND BERM WITH ( ) NORTH AMERICAN GREEN 5150. ~ ~ 20' FRONT, 30' REAR REVEti2: 09/19/oa
REVS: 12/18/02
~ - - - . - . ~ 5' SIDE, 12.5' CORNER PROTECT BERM DIRECTLY ACROSS FROM STRUCTURE D-31 WITH BERM SECTION PER DETAIL 1 ON SHEET 8. LNG G~ Rp,OE
AY Y EXIST,, PL GROUND (B OWNER) XISZING ~ PROJECT Ho. 00100.09 E,
ROCK DUST TRAIL 105.00 (6' WIDE do 4" THICK) ~ '
`704.00 il7IE: SEE DRA/fIIdG !O[,DBR
EiF]~CH11A~( IS NAE. SET ~ POWER
POCKET PARK ! ~ 2 4 POLE AT END OF SPRNrG STREET g~,E; HORIZ: 1"=6O'
TOTAL AREA(PRO)~ 39.548 A1CRfS NOTE: LOTS 240 do 241 ARE ON AN ADJACENT EIEYATION •774.95 NUMBER OF LOTS(PRO) ~ 158 0.874 ACRE TRACT OF LAND THAT WAS PURCHASED
GENERAL NOTES DWELLNiG LO15 / ACRE ~ 4.00 U1TER AND WERE NOT INCLUOEO 0! 1fIE Rt-PRD DR?11N HY:
ONE OEfATCHED DWEl1JNG UNtT PER LOT REZONING OR THE CALCUtATiONS BEIAW. RIIB
1 THIS IS NOT A SURVEY. THE PROPERTY INFORMATION SHOWN ON THIS 6 THERE ARE 81 LOTS IN PROPERTY PARCEL INDICATED ~ BUILDING LOT SETBACK REQUIREMENTS: g~Q~g~Q PROVIDED SUBJECT PROPERTY
SHEET WAS COMPILED FROM EXISTING MAPS, SURVEYS AND BOUNDARY AVERAGE WIDTH OF 50' AND A MINIMUM LOT AREA OF 6,000 SQUARE FEET. cHEC1caD ear: IS ZONED Ri-PRD
RUN BY ROBINSON do SAWYER, INC. FRONT YARD SETBACK = 20' 7o ALL HANDICAP RAMPS LOCATED IN MIN. SIDE YARD SETBACK = 5', (12,5' ON CORNER LOTS.) Min. Gross project area 5 Acres 39.5481 Acres ~ ~-D~ (3I~iGLB FA1~,Y RESIDENTIAL}
20 SURROUNDING PROPERTIES ARE ZONED R-1 WITH A RESIDENTIAL USE INTERSECTIONS SHALL BE CONSTRUCTED REAR YARD SETBACK = 30' Max. gross density (dwelling units/acre) 4.9 4.00 bevelopment shall conform to conditions ,,~ti4+""'r!e,,,
AS DETAILED IN CITY STANDARD 71 D-27 14 INCLUDES AREA DESIGNATED AS TRACT II ON INTTL4l. CONDITIONS with 40X density bonus (per article XI) outlined in the conditional use permit, tm,~~~ ~~Fl'~r~ ~~ti ti ~ ,
3O SUBJECT PROPERTY IS REZONED R-1-(PRD), SINGLE FAMILY RESIDENTIAL HOMES. WITH THE FOLLOWING MINIMUM 8 HANDICAP RAMPS LOCATED AT END OF SHEET PLUS LOT ON CIRCLE VIEW OBTAINED FOR ADDITIONAL ACCESS kiln. front setback 50' S0' issued Februory 20, 2001, and recorded ~ , • • . ° , * 4E~ "`f
O PROJECT SETBACK REQUIREMENTS: SIDEWALK RUNS IN CUL-DE-SACS SHAII AND AN AREA ALONG THE SIDE PROJECT LINE THAT WAS UNCLNMED. can reduce to 25 w/ screening) at Book 3210, pages 557-573 in the ( Gorton Coun R ister of Deeds.'
BE CONSTRUCTED AS DETAILED ON 15 POOL AND POOL HOUSE TO BE DESIGNED AND CONSTRUCTED BY OTHERS. Min. side setbock 20' (40' comer) 20' (40 corner) ,_~A!.
FRONT YARD SETBACK = 50' SHEET 17 DETAIL 6 MIN. SIDE YARD SETBACK = 20', (40' ON CORNER LOTS.) 6 THIS IMPROVED COMMON OPEN SPACE TO BE CLEARED OF SCRUB, GRADED SMOOTH (can reduce to 15 , 30 w/ screening) ~ ~4A r f~^ r, '~F« 00TH a•~ r
REAR YARD SETBACK = 30' Min. reor setbock 30' 30' ° . ~'r7G,~~~,,y
9 SEE SHEETS 4 k 5 OF 18 FOR LOT LAYOUT PLAN OVERLAID WITH SIX INCHES (6'~ TOP SOIL AND SEEDED. 0 40 RESIDENTIAL STREETS SHALL HAVE A PUBLIC 40' R.O.W. WITH 17 PARKING LOT TO BE LIGHT DUTY PAVEMENT (6" ABC, 2" I-1). t4, Min. unobstructed oppen space 50X 72.0'X (28.153 Acres) PROPERTY O~ER ~ ~ ~ , ~ 0 d
O 5' EASMENTS ADJOINING R•O.W. LINES ON BOTH SIDES OF THE ROAD. 10 SEE SHEETS 10-14 OF 18 FOR PLAN do PROFILE SHEETS CURB do GUTTER TO BE STANDARD 24" CONCRETE. assumed 3000sf obstructed lot ,,f ,a~E~ ( / )
5 LOTS ARE SUBJECT TO THE FOLLOWING DRAINAGE 6c UTILITIES EASEMENTS FOR ROADWAYS AND SANITARY SEWER. THE DAN MOSER COMPANY Min. X of site to be common open space 20x 24.72 (9.76 Acres) SHEET N0.
0 8 I T VALLEY CURB EXCEPT ALONG N XT RI R OT LINES ~ CURB do GUTTERS 0 BE IN ADDITION TO ONES SHOWN: 10 ALONG ALL REAR A D E E 0 L , PO BOX 3250 Min. X of site to be improved common
A.I ~~r,~ ?i ~ IuT[•DI/~D I /~T I LI« ri1 ccc CNFCTC a o nc ~ A FnR WATER f11CTRIRI ITInN PI AN MODENA ST.. AT CATCH BASINS, RADII do ENTRANCE ISUNO . ~..:rrti*, ~ • nrn•~tnn ~Tn nnn . n .d
ALL CURB IS TO HAVE STONE PLACED UNDER IT. open space: 1ZX 1a.07, ki.ozr Acres JdJUNLnAL ll'I'6 ALTD IN L, 4QV4(.e
Q2 BASIN MAY BE REDUCED AND/OR REMOVED UPON APPROVAL
ti9 PARKING LOT DRIVEWAYS TO BE 24' WIDE AND BUILT TO BY NCDENR. CITY STANDARD. HAVE FORMS INSPECTED PRIOR TO
POURING. CONCRETE TO POINT OF TANGENCY.
REFER TO CITY DETAILS do SPECIFICATIONS 11D-16.
OF 31 SHEETS

~ i ~ \ ~ ~ H P i~FO • i 4 0 DE ~ i ~ I \ / Eqr' % PHONE: [phone]
~ \ ~ \ i 1 \ / / ~ / .J. ~ FAX: [phone]
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0 Q, i ~ c G uMrrs t A Drr H~ I - EA 3.964 ~ / St1E . ~ / ~
/ D ~ ti ~ ~ M OF.~DI RBANCE ~ \ 2 • 2~ OR H / 2 2 ~1 16.521 i ~ -BYTE i " ~ -o
~ STUR AR 14.43 AC o , g . TFhI i o a ALONG 0 LINE. - 1 i' ~ =`~2 ~3 \ i ME iRED / m
S RAI AR 0. 3 1' ~ ~ s U ED 2 k / / cn
ti 0 l -SITEi AR 1 7 ~ ~ ~ , L ~ ~ ~ ~ C LNG i ~ DI BASIN . 10 7 0 ~ I ~ ~ / ~
~ M~ RE IRED 25976 6 . ~ IVERSI CH 2. \ i ~ 9 D ~ i 6 U ~QF'~ DI (1~ a 1 ~ W
~Q~ PR ED ~ 31718 ft ? ~ ~ . ON-S D _ BoTTOIG ELEV. i ~ ALO OPE LiN'~ w t )N-S D E 1 a ? S I EtEV. ~ i ~
~ ~ ~ ~ ~ i ~ ~ , i 1 , ~ n ON DRAI ~l, i fi~ ~ ~ ~ . ~ SPI AY E EVA1`ION=721 ~ ~ ~ ~ /o ~
o` ~ ~ = MBE i~ • I o ~ o < ~ ~ SILT ~ ~ ~ ~ ~ ~ SPf WAY 18 / '?~y, ~ \ 0 ~ ~ ~ ~ ~ ~ I 2 ~ \ w
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T 0 ~ ~ ~ ~ h l: \ E 2, p ~ R - ~,s• _ ~ r
oe' c~ ~ 2a TTOM .709.00 0 7 0 , ~ , _ o. g. B M El 71 B.00 ~ ~ ~ r,4 ~ ~ l i ~ r 2 \ o~
G Q~' rye. ~ SPIL WAY EL TION=717.00. 11 ~ ' i i ~ ~ t
~ ~ J ~ SPILL Y LENG =20' ~ ~ ~1 QN / SI CE ~ ~ / "~w \ ~ ~r~~~.~ ',r ? ~ G}p T ~ ~ W
ti~ ~ h ~ ~ ~ J y PO ( ~R ~ w W ~ ~ Or
F 1 / ~ ~ \ ~ ~ q j\ W i ' ~1r p,Q ! ~ Z ~ / \ f y
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o ~ 3~ t • •
~ y \ ~ , I -SITE DRAINAGE~REA = .000 ACR ~ i / \ ~ i 1 ~ ~ ~ ~ , h SCR !
~ ti ~ ~ I~ ~ 3~ -SITE DRAINAGE AREA 1.828 ~ 0 ,c~ \ r 0 s.• \ Q~ r ~y J
/ ~ ~ . ~ I UI~E REQUIRED ft 3 ~ o~ ~ ~ ~ i Q , ~ I ~ VOL~11~E PROVIDED 3713 ft 3~- J ~ - r
~ ~r• ~ , \ ~ . \ ~ ~ ~ - , 'gyp o N ~ ~ -1 ~ ~ 0 4 ~ \ ~ p, p Z n
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~ ~ ~
~ o~~ ~ ~ SEDIME TRAP '
F h \ • ~ 2 BOTTOM EL~.V.=711.50 ( ~ 1 I a • ? ~
o~ j1 ; , • ~ ` BERM EIEV'=71 ii ~ ~
~ Q • SPILLWAY t~~ t ` ~ ~ ~ ? , ECty 7 3 5d ii , , ~Q rye. ~ ~ ~ ( WAY LAN ` N ~p~
/ • ~ iv 0 0 ~ 1 S I 1 ~ L ~ 4 SItT FENC
,,TT ti ~ ~ ~ ~ I y~ \ ~ ,w r wml"t'~ss e
Q"1~ ~ ~0 ~ ' ~ ? i 28 MPORARY , • , coNrROL / ~
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a ~ ~ ~ ( R, gP ~a c /
6 OUTLET PROTECTION ti ti 1. ~ - V ~ ~ v . ~ I ' \ CLEARING 'LIMITS ~ r~ s y o t
l.It?~fCS OF DISTURBANC~~ \Z , A
1 0~' % '~ti ~ ~ - ~ LIMN ~S 'v ~ ti ~ Q ~ Q`~,~~ 0 , b ~ , Q o.z ~ ? R~~ . 011 ACRB3 z
0, ~ ~ _ ~ 4 , 0~ ~ `h ~y~,~ - - 'Ibp t \ DAN liOSBR COYPANX, INC. i' ~ 4 pR ~
o ~ y Q~ t p Fti ~ D- 1 EI.EVA ~ 2.SO. ( F ~ DBBD BOOT 9217. PAGB 147 r or ~ _J IELBNA110N ~ TAX NUIiHBR: O1-004-96 5
SITE DATA ~ ti ~ tib 'h T R~ ~ - aIST. SMH QOf~ BY: 11~80UIE ElM101 ~ SERVICf~ ~ sPIELWAY w~.. ~ y O
o~ ~ ~ ~ S ~ ~ ~ YOIMlOE, NC ~A112 ~P o, ~ a ' ~ a RIM 702.3+ A~EIMi.~ ~ . ~0 ~ l 0~ SHELF=898.14 ~ 11DRM. NC ZA112 ~ PER NCDEWt-DMI~. r fti ~ ~ ~ _ Mt.~ee ~ p o ~ >t Z ~
_ ~ ~ L INV=895.13 AREA ACI TOTAL SITE AREA 39.458 0~ ~ o ~o ~ , F ~ . ~ ~ r p \ Q
(INCLUDES 158 LOT PROPOSED SUBDNISION ; ~ ^^r ~ ~ "f' pp ~ ..J , ~ t ! \ O" \ ~ r ~ R. +4 CON UCTION QYTRANCE 3 U
AND ASSOCIATED ROADS 1'} _ _ ~ aw~as wm+ aus PEEL • co ~ ~ r ~ a \ ~p TEMPORARY 2$
_ i_ - ~ ,A d~ y ~ F r~ P DE CLEAN O
Rb1(1 \ ,
TOTAL DENUDED AREA = 33.81 ACRES a . (A ~ ~ 15 q r~,` , SAWC LINE FOR (,L U ''Fp ~ . W
RIM 703.28 N fi ' ~ ~ SHELF=894.81 EASE , ~ ~ \ i VEM MATC . . R. ~ PA HOUSE TO BE ~ w~ , ~ C~
SOIL TYPE. CeB2 (CECIL) c/~ INV=693.88 1 - 6 - \ ar 3 4 \ RELOCATED 8Y OWNER. ~ CL'
P.B. I~ S PaD2 PacoLET ~ \ s ( ~ ~ ~ ADDmONAL STRUCTURES/TREES W < ~r
PaE (PACOLET SANDY LOAM i , ~ 'I~r \ . I I ~ \ a' ~ y w M r ~ \ TO 8E REIIIIOVED BY CONTRACTOR. t r y 1 'k' F Q
! ~ CH CHEWA CA L AM I D ( L 0 ~ ~r ~ ~ \ o Ie. SHEDS GARAGES SEPTIC TANKS _ ~ ~ . ~ A \
G Cf6 (CECIL-URBAN I ~y ~ ~o ~ o . '~s fit- , a I \ R
V r,4 ~ ~ ~o ~'v Q ~ Fd l ~ W V
1 •0~ 4. ~ ~
! ~0 J ~ ~ ALT. BENf2iWIRK iS PIN SET Q ~ Z
~ l Q p ALOr~ aRaE wEw oRnr~E Q
INV.=895.45 ~ O ~ \ ~ O~Y I- j F ~ I ~ i C~ ~ \ ~ { ) ELEVAnaH - 732.a~ SHEET 5 ~
~ lOp ARM d li s 3a>i ~ • TE. .7e I 3 ~p ~ NF / 224 ~ ~ ~ W f-'+ 1224 ~ ~ ~
I =894. ! OQ~Q 1 --.Q ~a ~ - %o ~ ~ 1,.. I
3.0 INV.=8 53 ~ ~ \ ~ O In V I
I~~ ~ I ~ \ ~
~ ~I1 ~ ~ TOP 712.50
~ \_i D° ~ ~ ~
VARIES ~ 1 SLOPE I;` ~ . a,~T. ~ U RIM=708.81
o _ SHELF=898.81 C/L IFN=897.43
1 FjXIST. SMH .I RIM=702.71
SHELF=891.01 EROSION CONTROL !~~~}C/~ INV=898.5 j
CLASS B STONE 1" GRAVEL -
(6" THICK)
I D ~FI~L~D~ NIETLAN
1 ROCK DAM
• DATB; oe/a7/o2 - Wl:7LAti0
5 RBV~s1oNS: • 08/22/02-NCDBNR
12/18/02-NCDBNR-D1fQ
PECIAL NO -EXCAVATION PROJBCr No. 00100,09 5 TE
SEE SHEET 31 (SRE DETAILS SHEET)
EROSION CONTROL NOTES FDR EXCAVATION AND GRADING SPEC4ICATKlNS FI1,E: SB'B DRA'IfING FOLDBR BENCHMARK IS NAIL SET EJ POWER
1 IT SHALL BE THE CONTRACTORS RESPONSIBILITY ~ MAINTENANCE: CHECK 5 ~NCE: CHECK SEDIMENT BASINS AFTER PERIODS OF POLE AT END OF SPRING STREET
TO OBTAIN APPROVAL FROM THE NORTH SIGNIFICANT RUNOFF. R' NT RUNOFF. REMOVE SEDIMENT AND RESTORE ATKR! ~ 774.9
CAROLINA DEPARTMENT OF ENVIRONMENT AND THE BASIN TO ITS ORIG NATURAL RESOURCES (NCDENR) FOR OFFSITE ACCUMULATES TO ONE- N TO ITS ORIGINAL DIMENSIONS WHEN SEDIMENT ELEV 5 ~ 3~ 3CALB: HOR1Z:1"=50' ATES TO ONE-HALF THE DESIGN DEPTH. ~ O~CAIl.
BORROW AREA IF IT BECOMES NECESSARY. CHECK THE EMEIANKMEP HE EMBANKMENT, SPILLWAYS, AND OUTLET FOR YOU DIG
EROSION DAMAGE, AND DAMAGE, AND INSPECT THE EMBANKMENT FOR DRAIIN BY;
LEGEND (PROPOSED) LEGEND /EXISTING 2 SEE SHEET 28 OF 31 FOR EROSION CONTROL DETAILS PIPING AND SETTLEMEN' l ) NARRATIVE, AND CONSTRUCTION SEQUENCE. SEE SHEETS IMMEDIATELY. REMOVE A VD SETTLEMENT. MAKE ALL NECESSARY REPAIRS =LY. REMOVE ALL TRASH ANO OTHER DEBRIS 1-800-632-4A49 RYB
E RISER AND POOL AREA AVOq UtNltY CHBCHBD
DNERSION ITCH PROPERTY LINE 9-11 & 15-27 FOR CONTINUATION OF GRADING dt DRAINAGE. FROM THE RISER AND I D
R/W LINE 3 TOPOGRAPHICAL INFORMATION FOR PROPOSED 8 IT SHALL 8E THE CONT SILT FENCE ROADS AND BASIN LOCATIONS TAKEN FROM SURVEYS SAFETY MEASURES, INCI BE THE CONTRACTORS RESPONSIBILITY TO PROVIDE ON-SITE DDS IEASURES, INCLUDING BUT NOT UNITED T0: CHAIN LINK
- UNSURVEYED PROPERTY LINE DONE BY ROBINSON do SAWYER, INC. ADDITIONAL FENCE ENCLOSURE OF VCIOSURE OF SEDIMENT BASINS AND/OR SITE ACCESS CONTROL. =3'' '''Fri to (';,dq `,+„p^+'.r
DETAIL ON SHEET TOPOGRAPHIC INFORMATION USED ~ ~ - - 1' CONTOURS !
FOR DRAINAGE LIMITS, TAKEN FROM 9 REFER TO SHEETS 9 TI - - 5' CONTOURS GASTON COUNTY TOPOS 3556.01 do .03 MEASURES INCLUDING S SHEETS 9 THROUGH 11 FOR ADDITIONAL STABILIZATION ` ° " s S INCLUDING SLOPE PROTECTION AND INLET CONTROL. ~ NOI~, G,!
- - - - - - - - - - OFF-SITE DRAINAGE AREA '~,LVM
- - - - - - - • - - - - ON-SITE DRAINAGE AREA - T TELEPHONE 4 REMOVE ALL CLEARING WASTE FROM THE SITE 10 SEDIMENT TRAPS AND E AND DISPOSE OF THESE MATERIALS LEGALLY. CONSTRUCTION UNTIL Si TRAPS AND BASINS AR T R MAIN IN PLACE THROUGHOUT '113N E 0 E ~ ~r
OUTLET PROTECTION 1 - F' - OVERHEAD POWER LINE THE MAJORITY OF THE CTION UNTIL SUCH TIME THAT STABILIZATION IS PROVIDED ON ,,w,, _ `b ~ ~ ' - )RITY OF THE SITE SUFFICIENT FOR NCDENR TO ALLOW REMOVAL. ~D ? '3. c.
28 THE CONTRACTOR SHALL MAKE EVERY EFFORT TRAPS AND BASINS ARE WATERLINE 5 ~ g r' ID BASIN ARE TO BE UNO RCUT PRIOR TO BRINGING TO FI ~ ~ ~ ~ k~Et~ti ~ S E NAL , ~ rd
TO CONFINE DISTURBED AREAS TO A MINIMUM. GRADE. EXTERIOR SLOPI - - - - - - - - DRANAGE RUN WOODS LINE ALL AREAS DISTURBED BY THE CONTRACTOR ~XTERIOR SLOPES ARE TO BE SEEDED AND PROTECTED WITH NORTH
" ^ ^ ~ AMERICAN GREEN S150. CLEARING LIMITS DURING CONSTRUCTION SHALL BE SEEDED. SLOPES ARE STABILIZED GREEN S150. SILT FENCE IS TO REMAIN IN PLACE UNTIL ;F ~ ' ~ ~ q q ~ ~ ~ tiRE STABILIZED. v ,v ~ l Z
~n, POWER POLE SHEET N0.
6 CLEARING LIMITS SHALL BE AS SHOWN ON THIS NO GRADING IS TO BE RIGHT-Of-WAY # LIGHT POLE PLAN. TYPICALLY ALONG PROPERTY BOUNDARY ~ 1 ALL WORK DONE WITHIN LNG IS TO BE DONE WITHIN 20' OF DUKE POWER TRANSMISSION POLES.
DONE WITHIN DUKE POWER RIGHT-OF-WAY TO BE COORDINATED WITH ~sa•~
C IRON PIN FOUND UWNtK WILL t'KUVIUt JIAKtUUI UV LIMIIS. DUKE POWER' CONTACT NER. CONTACT ROB KILLIAN AT 704-382-2628 OR 704-472-7431.
5' CONTOURS ® IRON PIN SET TEMPORARY PIPES ARE 50 0 50 100 150
t' CONTOURS UNTIL DRAINAGE SYSTEM ZY PIPES ARE TO FACILITATE MASS GRADING CONSTRUCTION TRAFFIC kINAGE SYSTEM IS CONSTRUCTED AND ABLE TO MANAGE RUN-OFF. ,
HORIZONTAL SCALE: 1 =50
OF 31 SHEETS

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PROPERTY LINE v, d~ • ~ , o? ~ - 0-31 ~ ~ _ . _ • / 1YPIGl ACR06'S t ) loo, F , ~ ~ A ~Picx ACR065 ~ Q
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( ) --r--- t CFIAMNrE1S IM11i C~ 8 s--- SANITARY SEWER - ~ ~ _ COHIROL Jl1S 8 OTC ~ qy+~ \ iA . \ '°tf ~ F T ~@ yam, Y
8 LEVELS QER _ - . Air ~ T ~ r ~ ~
a?s~rT LOS. OVERHEAD POWER LINE ~ ~ ~ ~ _ 31 _ _ _ _ - - i ~ ~ N ; S T ~ ~ ~ NC X11.1.
_ ~ _ w - WATERLINE ExIST. SMH ~ \ I , RNA 703.28 E N , ~ ~ \ r BEf ^ W YOl1
SHELF=694.81 EAR ~ v~~.~~.~.1.~v~ WOODS LINE SE I ~ ~ R V ~ \ ~
C/L INV=693.88 ~ ~ ~ . ~ 6 ~ P ~ ~ ~ r ~T cp ~ W
~ POWER POLE c tr~ ~r ~ 4 T Y \ pM (0 -
I HT ~S / ~ ' ~Ir ~ 0 L G POLE F p I/ '.roc F i 4s' 632 4 T 949 ~ r ~ Q
IF~F. o ~ti I ~ ~ ~ IRON PIN FOUND N q i ~ .fM ~ , r \ ~ . ~ ~ AVOlD UTIUIY o R ~b
F 9 ~ f~ r 101 r ~ - o ~ , p ~ R I ~ P ~ ~
~ ~ ~ D~~AGE CJ ~ ~ R, ~9 ~ ~ f"
v , a Hl~~ l ~ T - LEGEND (PROPOSED) _ i ~ ~ ? ~o'•~ •~F o Z
~ ~ ~a t Q ~ ~ ~ .c
cr:wTE=7 ~ ~ R,, ~ , ti: ~i - - # - - DRAINAGE STRUCTURE kPIPE - • - • - • - • - • - • - LOT LINES INV.=695.45 ~ ~ Q _ ( ~ - 0 r ~o . ~ L___ ~ r \ ~ \
- ~ F l ~ X40 b ~ r W i Z
~M O LI 30'12' 6 _ _ - _ _ ALIGNMENT CENTERLINE TE= .18 I .3 N ~ FABRIC INLET PROTECTION p 1 ALT. 817~ICHhiARK LS IRON P(TV SET ~J..
28 694. ~ i ~ l.... EASEMENT ~ ~ ~ \ ~ A ~ f r ALONG CIRCtF ~ DRIVE O
_ r ~ ~ .I ® SANITARY SEWER MH NO. NV. 8 53 ~ I V/ Q~A'~N • 7~~
RIGHT OF WAY ( ~ _ - STORM DRAINAGE STRUCTURE NO. I - r
® I;
~ GENERAL NOTE REFERENCE VALLEY CURB do GUTTER I ' EXIST. SMH
I; I,¢ ;I I RIM~706.61 SHELF¦898.81
DETAIL REFERENCE. STANDARD 24" CURB do GUTTER IST SMH I C/L INV~897.43
DETAIL NUMBER 'RIM=702.71 SHELF=697.01 50 0 50 100
SHEET NUMBER 5' CONTOURS n~ C/l INV 150
1 1' CONTOURS OUTLET PROTECTION I - HORIZONTAL SCALE: 1 =50 - wETt.AND CFIC«D)
28 THE INTENT ' F THIS SWALE AND BERM IS TO DNERT ~ SWALE CR06S SECi10N - _ 8" GRAVITY SANITARY SEWER RUN-OFF IN 0 THE WETLAND. OSS SECiTON
11 r LOT SETBACK LINES:
~ ( PICNIC SHELTER BY OWNER LINE ENTIRE SWALE AND BERM WITH - ETLAND W D~?RR: 06/07/02.
' FRONT 3 ' R A ( ) NORTH AMERICAN GREEN S150. ~ ~ 20 0 E R Ilri/13/~
~ - - . - . - ~ 5' SIDE, 12.5' CORNER PROTECT BERM DIRECTLY ACROSS FROM STRUCTURE REYa: 12/16/02 RppE
TI P R AI 1 H LNG G~ADE D-31 WITH BERM SEC ON E DET L ON S EET 8. EX~ PLAYGROUND (BY OWNER) ~ , ~~fING PROJRt,T Iio. 00100.09
ROCK OUST TRAIL 705.00 x
(6' WIDE do 4' THICK) ' ~ 704.00 • , lEli: >DDi DRAT~QriG !0[,DER
_
POCKET PARK ~ 2' 4' i LS NAIL SET Nr PO'WER
POLE AT END OF SPRRIG STREET »s 9CAT,ls: T>jOT;;1Z. 1 60
TOTAL ARFJI(PRD~ x.546 ACRES NOTE: LOTS 240 rk 241 ARE ON AN ADJACENT ELEVATION • 7T4.W,f
GENERAL NOTES NU1~ER OF LOTS(PRD) • i S6 0.674 ACRE TRACT OF lANO THAT WAS PURCli11SED
DWEWNG LOTS /ACRE • 4.00 LATFR AND WERE NQT MiCUJOED N THE Rt-PRD DR?TTti Dtl: ONE DETATCHED OMI~]11NO UNIT PER LOT REIONNiO OR 1HE CALCULATIONS 8T1DW. RxH
1~ THIS IS NOT A SURVEY. THE PROPERTY INFORMATION SHOWN ON THIS 6 THERE ARE B1 LOTS IN PROPERTY PARCEL INDICATED 1© BUILDING LOT SETBACK REQUIREMENT'S:
SHEET WAS COMPILED FROM EXISTING MAPS, SURVEYS AND BOUNDARY AVERAGE WIDTH OF 50 AND A MINIMUM LOT AREA OF 6,000 SQUARE FEET. DEVEL~PYENT REQUIREMENTS $~Q~j$~Q PROVIDED SUBJECT PROPERTY ce~cTpu TiY:
RUN BY ROBINSON do SAWYER, INC. FRONT YARD SETBACK = 20' IS ZONED Ri-PRD _ Min. Gross project urea 5 Aces 39.5481 Acres 1~4 R1IB DDS
7~ ALL WWDICAP RAMPS LOCATED IN MIN. SIDE YARD SETBACK = 5', (12.5' ON CORNER LOTS.) SURROUNDING PROPERTIES ARE ZONED R-1 WITH A RESIDENTIAL USE INTERSECTIONS SHALL BE CONSTRUCTED REAR YARD SETBACK = 30' (3II~iGLB ~'AI~LY R~IDENTlAL)
AS DETAILED IN CITY STANDARD 71 D-27 Max. gross density (dwelling units/acre) 4.9 4.00 r "Development ehoN conform to conditions ti~y~~[~rt,~rs~~,y with 40% density bonus (pe ort~ck: XI) outNned in tM cond~onal ~ permit, iJAfit~!
_ Y o4 INCLUDES AREA DESIGNATED AS TRACT II ON INfITAI CONDITIONS SUBJECT PROPERTY IS REZONED R-1 (PRD), SINGLE FAMIL ,~l ~ ~ ~ i" ',s' ' Min. front setback ~ 50' 50' issued February 20, 2001, and recorded 1r, ;
RESIDENTIAL HOMES. WITH THE FOLLOWING MINIMUM 8 HANDICAP RAMPS LOCATED AT ENO OF SHEET PLUS LOT ON CIRCLE VIEW OBTAINED FOR ADDITIONAL ACCESS PROJECT SETBACK REQUIREMENTS: SIDEWALK RUNS IN CUL-DE-SACS SWILL AND AN AREA ALONG THE SIDE PROJECT LINE THAT WAS UNCLAIMED, (con reduce to 25 w/ screening) of gook 3210, pages 551-573 in Me
, Gorton 'ter of Deeds,» Min. side setback ~ 20' (40 comer) 20' (40 corner)
FRONT YARD SET CK = 50' BE CONSTRUCTED AS DETAILED ON O5 POOL AND POOL HOUSE TO BE DESIGNED AND CONSTRUCTED BY OTHERS. ~ SHEET 17 DETAIL 6 (con reduce to 15', 30 w/ screening)
MIN. SIDE YARD SETBACK = 20', (40' ON CORNER LOTS.) 6 THIS IMPROVED COMMON OPEN SPACE TO BE CLEARED OF SCRUB, GRADED SMOOTH REAR YARD SETBACK = 30' OVERLAID WITH SIX INCHES 6 TOP SOIL AND SEEDED. ~ , a~~, ck 30 30 Mm. rear setba ~
~9 SEE SHEETS 4 do 5 OF 18 FOR LOT LAYOUT PLAN ( ~
4~ RESIDENTIAL STREETS SHALL HAVE A PUBLIC 40' R.O.W. WITH 17 PAR I T T T TY PAYEM NT " I-1 . 0 K NG LO 0 BE UGH DU E (6 ABC, 2 ) 5' EASMENTS ADJOINING R.O.W. LINES ON BOTH SIDES OF THE ROAD. 10 SEE SHEETS 10-14 OF 16 FOR PLAN do PROFlLE SHEETS n 1 '',~R Min. unobstructed ope apace 50X 72.OX (28. 53 Acres) pROPBRTY O11NER ~ ~ . ~ ~ OesUmed 3000 Obstructed lot ors t
CURB do GUTTER TO BE STANDARD 24" CONCRETE. THE DAN MOSER C0~'ANY
5 LOTS ARE SUBJECT TO THE FOLLOWING DRAINAGE ~ UTILITIES EASEMENTS FOR ROADWAYS AND SANITARY SEWER. IN ADDITION TO ONES SHOWN; 10 ALONG ALL REAR AND EXTERIOR LOT LINES ©CURB dt GUTTER IS TO BE VALLEY CURB EXCEPT ALONG Min. % of site to be common open apace 20X 24.1% (9.16 Acres) SHEET N0.
AND 5' ON EACH SIDE OF ALL INTERIOR LOT LINES. 11 SEE SHEETS 8 do 9 OF 18 FOR WATER DISTRIBUTION PLAN. MODENA ST., AT CATCH BASINS, RADII d: ENTRANCE ISLAND PO HOX 3250 Min. % of site to be improved common
ei i ri ioc is rn uivc cTnur DI u~Gf1 i junco ~ open apace: 12X 19.8% (7.821 Acres) ~(iNFReT. .~''ARTN(:4 Nif' ?Rtid? ~ ~
/\LL VV,\V d ,V Yl1V .II VL I I.rNY.Y V1~VV,? ,1• asa+a'W il+RiY w • Vii \ M a• v w v a 1W
12 BASIN MAY BE REDUCED AND/OR REMOVED UPON APPROVAL 19 PARKING LOT DRIVEWAYS TO BE 24, WIDE AND BUILT TO
BY NCDENR. CITY STANDARD. HAVE FORMS INSPECTED PRIOR TO
POURING. CONCRETE TO POINT OF TANGENCY.
REFER TO CITY DETAILS do SPECIFICATIONS 71D-16.
OF 31 SHEETS