20020468 Ver 1_401 Application_20020327

Environmental Consultants, PA
Road - Raleigh, North Carolina 27614 - Phone: [phone] - Fax: [phone]
The proposed project will peAnanently impact 0.02 acre of wetlands under NWP 14.
Therefore, a check for $200 is enclosed to cover the 401 Water Quality Certification
processing fee.

March 27, 2002 WR f' ,on)
Wkfi.ANI),
6. J.
1 °
US Army Corps of Engineers
Raleigh Regulatory Field Office
6508 Falls of the Neuse Road, Ste. 120
Raleigh, North Carolina 27615
Attn: Ms. Amanda Jones
NCDENR - DWQ
Parkview Building
2321 Crabtree Boulevard, Ste. 250
Raleigh, North Carolina 27604
Attn: Mr. John Dorney
RE: Nationwide Permit 14 & 401 Water Quality Certification Request
Brier Creek Golf Community (Country Club)
Land Bay J/M - Phase 15
Raleigh, Wake County, North Carolina
S&EC Project #: 97-3034
Dear Ms. Jones and Mr. Dorney:
On behalf of Toll Brothers, Inc., we request authorization from the US Army Corps of Engineers
(USACE) to use Nationwide Permit (NWP) 14 for the proposed project to cover an additional
amount of permanent impact to a wetland that was previously permitted for a road crossing. We
also request written concurrence from the NC Division of Water Quality (NCDWQ) that the
project meets the 401 Water Quality Certification for NWP 14. A Pre-construction Notification
Application (PCN) is attached, which includes an agent authorization form. Please refer to the
attached map (Figure 1) for the location of the proposed project on a USGS topographic
quadrangle.
Land Bay J/M is the 15th phase of the Brier Creek Golf Community (Country Club) project by
Toll Brothers, Inc. The Brier Creek Golf Community is part of the overall Brier Creek project.
Please refer to Table 1 - Brier Creek Permitting History attached to the PCN for a summary of
the permit activities associated with the overall project. A NWP 14 and associated 401 Water
Quality Certification were issued for this road crossing (R-3) in 1998. As more detailed design
plans were developed for this crossing, the applicant's engineer determined that the width of the
Charlotte Office: Greensboro Office: Hickory Office:
PMB 291, 3020-I Prosperity Church Road 3817-E Lawndale Drive 910 Boston Road
Charlotte, NC 28269-7197 Greensboro, NC 27455 Taylorsville, NC 28681
Phone: [phone] Phone: [phone] Phone [phone]
Fax: [phone] Fax: [phone] Fax: [phone]
March 27, 2002
S&EC Project #: 97-3034
Page 2 of 2
fill slope had to be increased due to the presence of steep topography adjacent to the wetland
area.
The USACE's current policy requires applicants to avoid and minimize wetland and stream
channel impacts to the maximum extent practicable and compensatory mitigation to offset
unavoidable losses of waters of the US when impacts exceed the thresholds for notification (0.10
acre) or special aquatic sites (wetlands) are impacted under NWP 14. Although the additional
impact requested in this application does not exceed the notification threshold, the cumulative
projects impacts do. Because the total impact to waters of the US resulting from the overall
Brier Creek project equals 0.416 acre including the additional impact proposed herein, the
applicant will maintain vegetated buffers as required by the NRB riparian buffer rule, and 0.29
acre of the previous impacts have been mitigated, S&EC does not believe further compensatory
mitigation should be required by the USACE for this project.
NCDWQ's current policy does not require mitigation for wetland impacts below 1 acre and
stream channel impacts below 150 linear feet per tributary. Because the cumulative permanent
impacts to wetlands (0.416 acre) including the additional impact requested herein is below the
aforementioned threshold and no stream channel impact is proposed for Land Bay J/M, S&EC
believes that compensatory mitigation should not be required by NCDWQ.
Sincerely,
SOIL AND ENVIRONMENTAL CONSULTANTS
/__? Q.?6 4,e_?
Jennifer A. Burdette
Environmental Scientist
Attachments:
Pre-construction (PCN) notification form
Site Location Map (Figure 1)
Impact Maps (3 Sheets)
Agent Authorization Form
Table 1 - Brier Creek Permitting History
Impact Justification Letter by Jonathan Moore (3/27/02)
c: Lee Honeycutt - Toll Brothers, Inc.

0
OFD-
Pre-Construction Notification (PCN) Application Form

For Section 404 and/or Section 10 Nationwide, Regional and General Permits, Section 401
General Water Quality Certifications, and Riparian Buffer and Watershed Buffer Rules
This form is to be used for projects qualifying for any of the U.S. Army Corps of Engineers' (USACE)
Nationwide, Regional or General Permits as required by Section 404 of the Clean Water Act and/or
Section 10 of the Rivers and Harbors Act, and for the North Carolina Division of Water Quality's
(DWQ) associated General 401 Water Quality Certifications. This form is also to be used for any
project requiring approval under any Riparian Buffer Rules implemented by the N.C. Division of Water
Quality. This form should not be used if you are requesting an Individual 404 Permit or Individual 401
Water Quality Certification. The USACE Individual Permit application form is available online at
http://www.saw.usace.army.mil/wetlands/Perm app.htm.
The USACE is the lead regulatory agency. To review the requirements for the use of Nationwide,
Regional or General permits, and to determine which permit applies to your project, please go to the
USACE website at http://www.saw.usace.arrny.mil/wetlands/reptour.htm, or contact one of the field
offices listed at the end of this application. The website also lists the responsible project manager for
each county in North Carolina and provides additional information regarding the identification and
regulation of wetlands and waters of the U.S.
The DWQ issues a corresponding Certification (General or Individual), and cannot tell the applicant
which 401 Certification will apply until the 404 Permit type has been determined by the USACE.
Applicants are encouraged to visit DWQ's 401/Wetlands Unit website at
http://h2o.enr.state.nc.us/ncwetlands to read about current requirements for the 401 Water Quality
Certification Program and to determine whether or not Riparian Buffer Rules are applicable. The
applicant is also advised to read the full text of the General Certification (GC) matching the specific 404
Permit requested. In some cases, written approval for some General Certifications is not required,
provided that the applicant adheres to all conditions of the GC. Applicants lacking access to the internet
should contact DWQ's Central Office in Raleigh at [phone].
Trout Waters Coordination - Special coordination with the North Carolina Wildlife Resources
Commission (NCWRC) is also required for projects occurring in any of North Carolina's twenty-five
counties that contain trout waters. In such cases, the applicant should contact the appropriate NCWRC
regional coordinator (listed by county on the last page of this application).
Page 1 of 12
CAMA Coordination - If the project occurs in any of North Carolina's twenty coastal counties (listed on
the last page of this application) the applicant should also contact the North Carolina Division of Coastal
Management (DCM) at [phone]. DCM will determine whether or not the project involves a
designated Area of Environmental Concern, in which case DCM will act as the lead permitting agency.
In such cases, DCM will require a Coastal Area Management Act (LAMA) Permit and will coordinate
the 404/401 Permits.
USACE Permits - Submit one copy of this form, along with supporting narratives, maps, data forms,
photos, etc. to the applicable USACE Regulatory Field Office (addresses are listed at the end of this
application). Upon receipt of an application, the USACE will determine if the application is complete as
soon as possible, not to exceed 30 days. This PCN form is designed for the convenience of the applicant
to address information needs for all USACE Nationwide, Regional or General permits, as well as
information required for State authorizations, certifications, and coordination. Fully providing the
information requested on this form will result in a complete application for any of the USACE
Nationwide, Regional or General permits. To review the minimum amount of information that must be
provided for a complete PCN for each USACE Nationwide permit, see Condition 13, 65 Fed.Reg. 12893
(March 9, 2000), available at http•//www saw usace army mil/wetlands/nwpfinalFedReg.udf.
Processing times vary by permit and begin once the application has been determined to be complete.
Please contact the appropriate regulatory field office for specific answers to permit processing periods.
401 Water Quality Certification or Buffer Rules - All information is required unless otherwise stated
as optional. Incomplete applications will be returned. Submit seven collated copies of all USACE
Permit materials to the Division of Water Quality, 401/Wetlands Unit, 1650 Mail Service Center,
Raleigh, NC, 27699-1650. If written approval is required or specifically requested for a 401
Certification, then a non-refundable application fee is required. In brief, if project impacts include less
than one acre of cumulative wetland/water impacts and less than 150 feet cumulative impacts to
streams, then a fee of $200 is required. If either of these thresholds is exceeded, then a fee of $475 is
required. A check made out to the North Carolina Division of Water Quality, with the specific name of
the project or applicant identified, should be stapled to the front of the application package. For more
information, see the DWQ website at http://h2o.ehnr.state.nc.us/ncwetlands/fees.html. The fee must be
attached with the application unless the applicant is a federal agency in which case the check may be
issued from a separate office. In such cases, the project must be identifiable on the U.S. Treasury check
so that it can be credited to the appropriate project. If written approval is sought solely for Buffer Rules,
the application fee does not apply, and the applicant should clearly state (in a cover letter) that only
Buffer Rule approval is sought in writing. Wetlands or waters of the U.S. may not be impacted prior to
issuance or waiver of a Section 401 Water Quality Certification. Upon receipt of a complete application
for a 401 Certification, the Division of Water Quality has 60 days to prepare a written response to the
applicant. This may include a 401 Certification, an on-hold letter pending receipt of additional
requested information, or denial.
Page 2 of 12
Office Use Only: Form Version April 2001
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.
1. Processing
1. Check all of the approval(s) requested for this project:
® Section 404 Permit
? Section 10 Permit
® 401 Water Quality Certification
? Riparian or Watershed Buffer Rules
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 (see section VIII - Mitigation), check here: ?
II. Applicant Information
Owner/Applicant Information
Name: Toll Brothers Inc - Contact: Lee Honeycutt
Mailing Address: 2310 T. W. Alexander Drive
Suite G
Raleigh North Carolina 27617
Telephone Number: 919/321-4800 Fax Number: 919/321-7880
E-mail Address: NA
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: Jennifer A. Burdette
Company Affiliation: Soil & Environmental Consultants PA
Mailing Address: 11010 Raven Ridge Road
Raleigh North Carolina 27614
Telephone Number: 919/846-5900 Fax Number: 919/846-9467
E-mail Address: jburdette(i sandec com
Page 3 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: Brier Creek Country Club/Phase 15 - Land Bi!Y J
2. T.I.P. Project Number (NCDOT Only): NA
3. Property Identification Number (Tax PIN): 758.02-76-6378
4. Location
County: Wake Nearest Town: Raleigh
Subdivision name (include phase/lot number): See #1 above
Directions to site (include road numbers, landmarks, etc.): The Brier Creek Golf
Community (Country Club) site is located south of Alexander Drive and east of its
intersection with US 70 Lumley Road (SR 1645) bisects the site. Land Bay J/M is located
along the northeast boundary of the larger site. Please refer to the attached Figure 1 - USGS
Location Map
5. Site coordinates, if available (UTM or Lat/Long): 35°54'59" N 78 047'46" W
(Note - If project is linear, such as a road or utility line, attach a sheet that separately lists the
coordinates for each crossing of a distinct waterbody.)
6. Describe the existing land use or condition of the site at the time of this application: The site
is currently forested
7. Property size (acres): Brier Creek - approx 1800• Toll Bros Portion - 635• Phase 15 - 44
8. Nearest body of water (stream/river/sound/ocean/lake): Unnamed tributary to Brier Creek
9. River Basin: Neuse
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at http://h2o.enr.state.nc.us/admin/maps/.)
Page 4 of 12
10. Describe the purpose of the proposed work: The purpose of the project is to construct an
access road across an unnamed tributary of Brier Creek in order to provide an access to
Alexander Drive for this phase of the development
11. List the type of equipment to be used to construct the project: Heavy equipment typical
of road construction will be used for the project.
12. Describe the land use in the vicinity of this project: Forested land, residential
subdivisions and a golf course are the dominant land uses in the vicinity of the project.
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.
Land Bay J/M is the 15"' phase of the Brier Creek Golf Community (Country Club) project by
Toll Brothers Inc The Brier Creek Golf Community is part of the overall Brier Creek project.
Please refer to the attached Table 1 - Brier Creek Permitting History for a summary of the permit
activities associated with the overall project. A NWP 14 and associated 401 Water Quality
Certification were issued for this road crossing (R-3) in 1998. As more detailed design plans
were developed for this crossing the applicant's engineer determined that the width of the fill
slope had to be increased due to the presence of steep topography adjacent to the wetland area.
Please refer to the attached letter provided by Jonathan Moore of John R. McAdams Company.
V. Future Project Plans
Are any additional permit requests anticipated for this project in the future? If so, describe the
anticipated work, and provide justification for the exclusion of this work from the current
application: There are no additional permit requests anticipated for the Brier Creek Golf
Community development at this time
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
Page 5 of 12
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. Wetland Impacts
Wetland Impact Type of area of Located within Distance to
***
Site Number Impact 100-year Floodplain** Nearest Stream Type of Wetland
indicate on ma *
Impact acres es/no linear feet
1 culvert/riprap 0.01
446 s q. ft. yes 210 emergent

Please note that 400 square feet of the proposed wetland impact was previously permitted. See the Permit History section
for an explanation
* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: mechanized clearing, grading, till,
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 http://www.feina.gov.
*** List a wetland type that best describes wetland to be impacted (e.g., freshwater/saltwater marsh, forested wetland, beaver pond,
Carolina Bay, bog, etc.)
List the total acreage (estimated) of existing wetlands on the property: The Brier Creek
nroiect (avt)roximately 1800 acres) contains awroximately 8.13 acres of wetlands not
including surface waters present on site
Total area of wetland impact proposed: The proposed road crossing, will impact a total of
846 square feet (0.02 ac); however, 400 square feet of impact was previously approved to
construct the road Therefore this permit application is for 446 square feet (0.01 ac) o
additional wetland impact
2. Stream Impacts, including all intermittent and perennial streams
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)
NA

* 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.i;ov. Several intemet sites also allow direct download and printing of USGS maps (e.g., www.topozone.com,
www.inapquest.com, etc.).
Cumulative impacts (linear distance in feet) to all streams on site: There are no stream
impacts associated with this phase of the Brier Creek Golf Community development. Please
refer to the attached Table 1 - Brier Creek Permitting Summary for previous stream impacts.
Page 6 of 12
3. Open Water Impacts, including Lakes, Ponds, Estuaries, Sounds, Atlantic Ocean and any
other Water of the U.S.
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.
NA

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: fill, excavation, dredging,
flooding, drainage, bulkheads, etc.
4. Pond Creation
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.): NA
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.): NA
Size of watershed draining to pond: NA Expected pond surface area: NA
VII. Impact Justification (Avoidance and Minimization)
Specifically describe measures taken to avoid the proposed impacts. It may be useful to provide
information related to site constraints such as topography, building ordinances, accessibility, and
financial viability of the project. The applicant may attach drawings of alternative, lower-impact
site layouts, and explain why these design options were not feasible. Also discuss how impacts
were minimized once the desired site plan was developed. If applicable, discuss construction
techniques to be followed during construction to reduce impacts.
The applicant designed the Brier Creek Golf Community development to avoid and minimize
impacts to the maximum extent practical The need for the crossing has already been approved
by the USACE and NCDWQ as described earlier in the application. However, the fill slopes had
to be increased due to the steepness of the topography adjacent to the wetland for which the
permitted design did not account Please refer to the letter provided by Jonathan Moore of John
R McAdams for an explanation of the need for additional impacts at this particular crossing.
VIII. Mitigation
DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC
Division of Water Quality for projects involving greater than or equal to one acre of impacts to
freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams.
Page 7 of 12
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on March 9, 2000, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
but are not limited to: reducing the size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.
If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USACE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCWRP concurrence shall be placed on hold as
incomplete. An applicant may also choose to review the current guidelines for stream restoration
in DWQ's Draft Technical Guide for Stream Work in North Carolina, available at
http://h2o.enr.state.nc.us/ncwetlands/strmp,ide.htn-il.
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.
The USACE's current policy rgquires applicants to avoid and minimize wetland and
stream channel impacts to the maximum extent practicable and compensatory mitigation to
offset unavoidable losses of waters of the US when impacts exceed the thresholds for
notification (0.10 acre or special aquatic sites (wetlands) are impacted under NWP 14.
Although the additional impact requested in this application does not exceed the notification
threshold the cumulative projects impacts do. Because the total impact to waters of the US
resulting from the overall Brier Creek project equals 0.416 acre including the additional
impact proposed herein the applicant will maintain vegetated buffers as required by the NRB
riparian buffer rule and 0.29 acre of the previous impacts have been mitigated S&EC does
not believe further compensatory mitigation should be required by the USACE for this
project
NCDWQ's current policy does not require mitigation for wetland impacts below 1 acre
and stream channel impacts below 150 linear feet per tributary. Because the cumulative
permanent impacts to wetlands (0.416 acre including the additional impact requested herein
is below the aforementioned threshold and no stream channel impact is proposed for Land
Bay J/M S&EC believes that compensatory mitigation should not be required by NCDWQ-
Page 8 of 12
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 httt)://h2o.enr.state.nc.us/m/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): NA
Amount of buffer mitigation requested (square feet): NA
Amount of Riparian wetland mitigation requested (acres): NA
Amount of Non-riparian wetland mitigation requested (acres): NA
Amount of Coastal wetland mitigation requested (acres): NA
IX. Environmental Documentation (DWQ Only)
Does the project involve an expenditure of public funds or the use of public (federal/state/local)
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 (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 213 .0233
(Meuse), 15A NCAC 213 .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:
Page 9 of 12
*Please note that Danny Smith of NCDWQ confirmed the buffer shown on the Impact Maps on
June 12, 1998.
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 NA 3 NA
2 NA 1.5 NA
Total NA NA
* 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.
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.
NA
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.
The site does not currentlv contain impervious acrene._ _ The proposed project is expected to
increase the impervious area on the site to 22 %. The applicable Neuse River riparian buffers
and appropriate sediment and erosion control practices are expected to protect surface waters and
wetlands downstream from the property.
XII. Sewage Disposal (DWQ Only)
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.
Municipal sanitary sewer service (City of Raleigh)
XIII. Violations (DWQ Only)
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
Page 10 of 12
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).

.312 710 Z
plican en s ignature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
US Army Corps Of Engineers Field Offices and County Coverage
Asheville Regulatory Field Office Alexander Cherokee Iredell Mitchell
US Army Corps of Engineers Avery Clay Jackson Polk
151 Patton Avenue Buncombe Cleveland Lincoln Rowan
Room 208 Burke Gaston Macon Rutherford
Asheville, NC 28801-5006 Cabarrus Graham Madison Stanley
Telephone: [phone] Caldwell Haywood McDowell Swain
Fax: [phone] Catawba Henderson Mecklenburg Transylvania
Raleigh Regulatory Field Office Alamance Durham Johnston Rockingham
US Army Corps Of Engineers Alleghany Edgecombe Lee Stokes
6508 Falls of the Neuse Road Ashe Franklin Nash Surry
Suite 120 Caswell Forsyth Northampton Vance
Raleigh, NC 27615 Chatham Granville Orange Wake
Telephone: [phone] Davidson Guilford Person Warren
Fax: [phone] Davie Halifax Randolph Wilkes
Washington Regulatory Field Office Beaufort Currituck Jones
US Army Corps Of Engineers Bertie Dare Lenoir
Post Office Box 1000 Camden Gates Martin
Washington, NC 27889-1000 Carteret* Green Pamlico
Telephone: [phone] Chowan Hertford Pasquotank
Fax: [phone] Craven Hyde Perquimans
Wilmington Regulatory Field Office
US Army Corps Of Engineers
Post Office Box 1890
Wilmington, NC 28402-1890
Telephone: [phone]
Fax: [phone]
Anson Duplin Onslow
Bladen Harnett Pender
Brunswick Hoke Richmond
Carteret Montgomery Robeson
Columbus Moore Sampson
Cumberland New Hanover Scotland
Pitt
Tyrrell
Washington
Wayne
Union
Watauga
Yancey
Wilson
Yadkin
*Croatan National Forest Only
Page I 1 of 12
US Fis
US Fish and Wildlife Service
Raleigh Field Office
Post Office Box 33726
Raleigh, NC 27636-3726
Telephone: [phone]
h and Wildlife Service / National IV
US Fish and Wildlife Service
Asheville Field Office
160 Zillicoa Street
Asheville, NC 28801
Telephone: [phone]
[arine Fisheries Service
National Marine Fisheries Service
Habitat Conservation Division
Pivers Island
Beaufort, NC 28516
Telephone: [phone]
North Carolina State Agencies
Division of Water Quality
401 Wetlands Unit
1650 Mail Service Center
Raleigh, NC 27699-1650
Telephone: [phone]
Fax: [phone]
Division of Water Quality
Wetlands Restoration Program
1619 Mail Service Center
Raleigh, NC 27699-1619
Telephone: [phone]
Fax: [phone]
CAMA and NC Coastal Counties
State Historic Preservation Office
Department Of Cultural Resources
4617 Mail Service Center
Raleigh, NC 276994617
Telephone: [phone]
Fax: [phone]
Division of Coastal Management Beaufort Chowan Hertford Pasquotank
1638 Mail Service Center Bertie Craven Hyde Pender
Raleigh, NC 27699-1638 Brunswick Currituck New Hanover Perquimans
Telephone: [phone] Camden Dare Onslow Tyrrell
Fax: [phone] Carteret Gates Pamlico Washington
NCWRC and NC Trout Counties
Western Piedmont Region Coordinator Alleghany Caldwell Watauga
3855 Idlewild Road Ashe Mitchell Wilkes
Kernersville, NC 27284-9180 Avery Stokes
Telephone: [phone] Burke Surry
Mountain Region Coordinator Buncombe Henderson Polk
20830 Great Smoky Mtn. Expressway Cherokee Jackson Rutherford
Waynesville, NC 28786 Clay Macon Swain
Telephone: [phone] Graham Madison Transylvania
Fax: [phone] Haywood McDowell Yancey
Page 12 of 12
SOUTHEAST DURHAM, N. C.
NE4 DURHAM SOUTH 15' QUADRANGLE
35078-H7-TF-024
1973
PHOTOREVISED 1987
DMA 5255 IV NE-SERIES V842
97-3034 1 1"=2000'
Mgr.: JAB 1 3125102
Figure 1
USGS Location Map
Brier Ck Golf Community
Toll Brothers, Inc.
Raleigh, Wake Co., NC
Soil & Environmental Consultants, PA
11010 Raven Ridge Rd.- Raleigh, NC 27614
[phone] • [phone]
Web Page: www.SandEC.com
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1215 JONES FRANKLIN RD. SUITE 205 P.O. BOX 14005 ZIP 27708-4005
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FINAL DESIGN - NOT RELEASED FOR CONSTRUCTION
® BRIER CREEK OWNER: REVISIONS: THE JOHN R. MCADAMS
COUNTRY CLUB `Toll GBrothm Inc. 1Y-07-01 D PER CITY E ACOMPANY, I
NC.
Q--w . -y 10? AA?[IGH AND TO?I COMMENTS C 1 2 44 PHASE 15 - LAND BAY J/M ENGINEERS/PLANNERS/SURVEYORS
9 tJl b TOLL BROS. OF NORTH CAROLINA, INC. RESEARCH TRIANGLE PARK, NC
x W p V RALEIGH, NORTH CAROLINA 1215 JONES FRANKLIN RD. SUITE 205 P.O. BOX 14005 ZIP 27709-4005
CA I o WALT INSET RALIECH, NC 27606 [phone]
MAR-10-2002 17:41
P. 02102
Soil & Environmental Consultants, PA
11010 Raven Ridge Road - Raleigh, North Carolina 27614 - Phan: [phone] • Fax: (919) S46-9467
www.SandEC.com
AGaENI' AUTHORIZATION FORM
All Blanks To Be H led In Sy,, The Curxent Land
Name: T llBro Colntact: Lee Hon cuff
Address: 2310 T.W. AleXander Dr.; Sine G, Rale' h?;= NC 1
Phone: [phone]
project Name/ Description; Brie Creek Coup Chub S&EC P 'ect Na 97 3034
Date: 314L02
The Department of the Army
U.S. Army Co" of Engineers, Wilmington District
P.O. Sox 1890
Wilmington, NC 28402
Attn: , mamda ones
Field Office: RAW &
Re: Wetlands Related Consulting end Permitting
To Whore It May Concem:
I, the current ro owner, hereby designate and authorize Soil & Bnvirownental Consult mts, Tnc, to
act in lorry behalf as my agent in the processing of permit applications, to furnish upon request
supplemental hdormation in support of applications, etc. from this day forward. The 4th day of
March 2002 .
This notification supersedes any previous correspondence co;ncerrking the agent for this project
NOTICE: Thus aU&wrization, for llablllity and pmfessional courtesy reasoxis, is valid only for
govelcmnvwt off'uials to enter the pxoperty when accompanied by S&BC staff. YOU should call S&EC
to orange A eitc meeting prior to visiftg the site.
oneycutt
Toll Brothers, Irc-/Contact: Lee-1-1
Print Property Owrl,ex's Name Property Owner's S' tube
C Mr. Jolm Dorney c: Ms. Jennifer A. Surdette
NCDBNR - DWQ Sail & Environmental Consultants, PA
2321 Crabtree Boulevard
Raleigh, NC 27604 Flank agent auth foxm4oC
("harlotte QffiCC: ,?ehnrn Offee' H ko y Office!
FMB 291, 3020-1 Prosperity Church ),load 3817-L Lawndale Drive 910 Boston Road
Charlotre, SC 28269-7197 Greensboro. NC 27455 Tsylorwille, NC 28651
Phone: [phone] Phone; [phone] Phone [phone]
Fim [phone] Fax: [phone] Fax: (R28) 635-5920
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03/27/2002 WED 14:42 FAR 361 2269 JOHN R MCADAMS
Since 1971
TBE JOHN K McADAMS COMPANY, INC.
March 27, 2002
Ms. Jennifer Burdett
S&EC
11010 Raven Ridge Road
Raleigh, North Carolina 27614
Fax: [phone]
RE: Brier Creek Country Club
Additional Wetlands Impact
Land Bay J
TOL-99110
Dear Ms. Burdett:
The impact for review is located in the northern portion of the Brier Creek
Country Club. Brier Creek Country Club is located in Raleigh, North Carolina,
northwest of Interstate 540, south of T.W. Alexander Drive, and west of Route 70.
The impact is located at the northernmost portion of the site, along Sporting Club
Drive within Land Bay J. The impact occurs at the property line where it abuts
the property owned by AAC, bac.
The stream crossing is necessary to provide additional access from Brier Creek
Country Club to T.W. Alexander Drive as required by the City of Raleigh and
NCDOT. The curb cut to T.W. Alexander Drive is a fixed location according to
the City of Raleigh Ordinances for subdivision layout and NCDOT spacing
requirements between drive accesses, and hi turn, deterrnined our road and stream
crossing location. The crossing designed is a 54" RCP used to convey the runoff
from the western portion of the site, east to existing Little Brier Creek.
The crossing is designed to minimize impact to the linear wetland. The
previously approved impact was based on preliminary road layouts without
vertical design. However, the crossing has been designed vertically and the steep
ravine in the area of the crossing requires extensive road fill to meet vertical road
design criteria. The resulting design requires a greater impact than initially
approved; thus, the reason for the additional impact requested.
CIVIL ENGINEERING - LAND PLANNING - SURVEYING
PO Rox 14005 - Research Triangle Park, NC 27709 - [phone] - fax [phone]
in wWjohnrmcadams,com
[a] 002/003
0/27/2002 WED 14:43 FAX [phone] JOHN R MCADAMS
Since 1979
TTY JOLT R McADAMS COMPANY, INC.
Ms. Jennifer Burdett
March 27, 2002
Page Two
If you have any additional questions, please contact me for further discussion.
Sincerely,
THE JOHN R. MCAUAMS COMPANY, INC,
Qom?? g . WXYU 0 Pe /VV-D
Jonathan G. Moore, P.E_
Senior Project Manager

U003/003
C: Lee Honeycutt, Toll Brothers, Inc.
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~ ~ ~ ~ ? SANITARY SEWER EASEMENT PIPE INFOR14A110N Qto ? ~ ~ a ~o ~ ~ ~
~ ~ , ~ T1PE SLOPE DS STR SEE RFPIXt i ~ ~ ? ~ US STR LENGTH SIZE do ~ 1 , ~ J . ~ z` J ~ ~ ~
01 IA 125 LF P 6, X FES 1 19.10 ~ ~ ~ ~cus~ raauwl ar~ur • . ~ ~ j,; ~ a ~ a
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3 4 R i. 1 1 f ~ ~ ~ ~ ~ ,y-,yr~~~,-¦r"iii~~rar - 4 1, 1 7 ~ 4 1 , ~ ~ f ~ i,,_ ~ COMBINATION 50 _ _ , " z ~ ,t ,~i~•.
R 4 1 ? - I , ? , i _ , ? , - . 1 ~ , - ~ ` . ~ ~ f ~ EASEMENT. TO~BE, DEI ~MBINATION 50 GR~ENWAY Z - - ~ ~f Z ~ 0 MENT-TO~BE' DEOICATED_ AND ~ ~1., ~ ~ ti O O
4 ~ `~ti. ,r ~ ~ ~ I.6 -'50~ RIPARIAN E ~ 50 RIPARIAN BUFFER G, ~ O O
7 1 R 1.1 41 - ? ~ SME ~ ~ ~ A A ?r.4..~ ~ ~ ~ , w :ASURED F OM P OF BANK _ / ; " l*`..,; Q \ E~ d' ~ ~ ) ~ ~ _
CB 8 139 LF 24 RCP 1.16 % CB 6 12.39 ~ ~ - t ~~,M< ~ , . L ~J
11 ~ i/~ 3, - _ . _ _ ~ . CB 9 28 4 RCP i. 6 X 8 .52 ~ ~ , *1•r ~ _ ~ - ~ , ~ " i ~ ~ t y Z ~ ~
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1 ~ - - FFE _ ~ . 0 I C 1 ~ G 37 3 r3 I e A5 M~N~k OD I - r` 344. ti ~ 1 '1 ~ ~ z ~
to 1 4 1 1. 1 ~ GFE = 3 3 q' , ' - ~ ~ - ~ - I ~ ~ E ~ ~ ~ / ~ w
I 1 1 1 o _ i 1 1 1 - ~ - ~ - ~ ~ ~ 0 7~ ~ ~ ~.I , - I LO 72 ~ ~ s t - 724 DI 32 185 LF 24 RCP .82 X CB 19 1.58 i`9 a - ~ w - - ~ ~ ~ r _ T _ - w,,.- ~ ~ . ~ ~ 100 YR. FLOOD PLAIN d m ` `~ti ~ ~ ' ~ - _ ' ,f' ~ ,ilo ~ ~ o
DI 33 29 U' 12 CNP 3.10 X I 3 3.22 - ~ FFE 37 0 ~ - ~ i ~ E = 369; i ~ - E _ - ~ ~ ~ : a-~--- Q o
T 1 n oo GF 370,33 ~ l FE = 366.0 - DI 34 72 lF 1 CI4P 10,76 DI 1,19 _ 5 RCP ~ y-~ ~ °~Mr;`~~, ~ FE 3~1~.5. ~ ~ ~ ~ I OT~, 1 ,~6g ~ ~ - FE = 36 , ~ _ ~ , Ate. i ~ ~ 1 4 I pT~722 ~ l a,~~,
CB 177 24 RCP 3.11 % FES 35 13,62 ~ J., ~ _ r ~ FE - 358.0 I _ mot J ~r~ _ _ i ' ° FE = 3650 F = CB 37 8 U' 24 RCP 1.25 X CB 36 13.19 ~ ~ ~ .50 ~ _ ~
4 RCP 0.63 X CB 37 12.17 ~ ~ T R~ ~ o ._,_..--•w , ~ ~ ~ ~ '3 83~ 72 ~ FE = 357.0 FE - CB 310 64 LF 2 ~ ~ ° _ . ~ _ _ ~ ~ . , - ~ FE = 3 ` u,~ W a 6 LOT . ~ ~ ~ ~ 1 ` ~ ~ FE - 35 ~ . ~
_ 60.0 _ 4 4 R . 5 370 1 .1 ~ o~_ ~ ~ FFE - .00 y. 1 ~ , ~~-l - ~ cot , oU ~M ~ _ i 9 ~ ~ . y_ 3 ~ 364.0 ~ ~ ~
4 1. i X ~ ~ ~ 4 ~ 9A 'k _ _ GFE - 67.33 ~ I CB 390 50 lF 1 RCP 4.80 CB 39 BJ4 LO 784 p ~ ~ ~ , j I ' ~.i. ~ ~ i ~ _ = 3 .00 l E _ ~.3 LOT 7Z0 , l ~ ~ . ~ ~ ~
1 CP 1.4 41 1. FFE = 381, 0 i ! / ! 7-r i ~ 3'~ 1 i r, - v. - (5' p ~ g U ll BFE 4.0 ' e _ ~ t00,YR. FLOOD WAY U~ FE - 36.0 ? ~ ~ i'2
~ l l t - _ A C 41 4 1 R .1 A GFE = 371,30 / , ~ ~~g.... R/) ~ I 1.3 bsa t' ? Z , ^ 8 E 3 . 0 ~ ~ ~ a ~ ~ e LOT 7 ' ~ .---M---. _ Q w
4 1 1 41 ,(DRO SLAB) / Q ~ C ~ m9 ~ , `T i GB 420 145 lF 15 RCJ' 1.31 X CB 4 3.09 ~ J_ ~ ~ ~ ~ 1 ~ ° ~ ~ " 9ar.:.__"_~--.~„~- ~ _ _ ~ ~ eo FFE = 362.1 ~ t; Z
~jl r ~ '1~? ~ ~ DI 43 164 1 RCP L i X CB 4 1.90 ~ C , -LOT 783 ~ ~ ~ 3 ~ i. f. ~s ~ ~ - -ea58A I t ~ e
I 44 1 1 P L 14 11 r ~ ~ ~ ~ ~ ~ ~,-w_~~_o~~` ~aa„ 378.0 ~ - ~ ~ - 15" h' sir. _=-~.F.. - = 360.5 ~ ,i ~ - ,l ` a'" J ~ ~p
a 45 1 P 0,15 % DI 44 0,48 l ~ I ~ OT 7 2 ~ A ~ A E DTH P V TE R I _ V' ~ GFE ~R4.33 ! ~ ~ ~ ~ Rl A T ~ -1~ LIH 18 14 LF 4 P 7.67 X FES 47 21.19 ~ ~ - FE = 377.00 - ~ ~DRA N' E E SEMEN?f ~ - CB5 ~ °°w.
4 R 1,04 X 11H 48 22,06 ~ (DROP SLAB) ~ ~ _ ~ CB 49 LF 2 CP ~ G - 373.33 LET ~c
^ ~ 8 `s' ` CB 50 63 U' 4 RCP 1.59 X CB 49 21,14 ~ ~ j (DR SLA ~ - E = 362.0 i ~ ~ ~ ` =Z
CB 51 2 4 CP ,39 X 13.35 ~ ~ - FFis:-,316.00 ! LOT~7T ~ ~ ,,,PRIVATE NORM ~ ~ ~ ~E ~ F = ~ ~ ~ ~ ~ 4 i 1 .8 ~ I INA NT ~ ~ G ~ .372.33 i 'FFE = 373.0 OT ~ . ~ ~ GF 350.3 I ~ ~ ; ` . , m - U FE 352.00 ' ~ ~ ~ ~ ~ ~ Z
1 1 D GE E SEME ~ J (DR ,SAAB) GFE - 369. 3
1 , 1 7, 4 d,43 ; ' ~ , / - F E- =,373.00 _ ~r,i~- ~ ~ , 74 I f1R9~? SLA) E = 36 ;33 , i ~ w
55 4 if 15 R . 4 I 54 6.46 ~ ~ ~ ~8, , / ~ ' ~ ~ FFF ::~3 .0 ~ OT 7f_ ~ ~ i , V ~ , ~ i DI~1 ~DR~P~LAB) = 8: ~ ~ - GFE 6 3 E - 371~.5>,0 L 1 1 4 DI44 ~ / R = 369.50 ~ T' \ 1 ~ -y 0 °`a, " 371.0 T ~ ~ 1 ~ C~ ~l LO ~ , ~ , . ~
1 1 4 ~ RIM = 37a 0 ~ - - - - 1 V. IN = 365.60 , ; - ~ ~ L ) G E = 367.33 367.33 = 369, ~ i ~ J
_ ; ~ - ~ ~ ~ I~IV. OUT - 365:50 ; SLAB) FE A 14 U' 15 RCP 1,68 X CB 5 1.10 1 DI43 ~ INV, IN 3 2.00 j ~ CB 0 _INV _ ~ - 371.90 ~ ( _ ~ ~ ~ SLAB) F~ = 36~ ~ ~ C853 ' ' f~ , _~--f , _ ~ W ~ ~ ~ ~ ~
RIM = 376,00 - ~ ~I~ - _ i ~2 ' PRIVATE STORM DI 59 2 LF 15 R 2, 7 X CB 51 4,93 ~ 41 LF' _ tM P S LOT 7 2 ~ > , i ~ r ~ ~ ~ O Z ~ _ ~ ~ 1 LO ~ , ~ O
14 12 CMP 1.96 DI 59 3.90 INV. IN = 370.70 ,COT 7$1' ~ r---~ ~0 779 / °I 1~' C - DR NAB~`` EASEME DI 0 0 lF ~ ~ N Y` INV, OUT = 370.45 ~ ~ = 7 ~ ~ E = 3 6.0 ~ ~-3- ~ 1.70 _ _ FFE- 367.20 ~~fi ~ ~ ~ - B52 ~ ~ FFE - 361. ~ ~ l ~ m ~ GFE 3.33 ~ ~ ! ~
I 2.39 ~ 3 9 00~ 7 ~ - DI 61 141 LF 12 Cl~P 1.70 X D 60 ~ ~ / ry' o ~ 14 DI 610 122 LF 12 C~iP 2,38 % DI 61 126 -GF~ 375.33 ~ L T 7BIl, G 374 3 ® / ' - . 0 ~ - ~ti - DROP S B 1 -'359. ~ ~,r ~ i ~ ~ ~ t , . W
\ ( ~ ) FFE - 379.00 DI $ 6y ~ ~ ~ ~ Z ~
H T ~ / ~ / / i / 0160 _ - ~ - 5 ~ GF = 375.33 L T C RI NJ T IN T INVERT DI'4 37~ RIM. _ 367,00 ~ , 15 - 1' ~ ~ CP ® ~ ~ ~ ~ > O I-
~ DI4 (D OP SLAB) / STR NO STA RT. ELEV IN PIPE IN IN 2 PIPE IN 2 OUT PIPE OUT _ ~ ~ IN - ,10 RIM .00 ~ RIM - 37 .oo ~ ~ / L,OT 766 _ " ~ ' t ~ ~ ti ~~'a . 1, ~ , - ,
I 1 A i i ~ INV. OU = 372.6 ~DI61A ~ ~ / i _ V. OUT - 3 0 INV, I 360.25 (1~ DRAINA LE ~ ~ 5 ~ \ ~ , _ ' L T 716 ~ > - w , DRAINA A EMENT ( . ~ - l j
I 1 5,00 1 ~ ~ ~ ~ / FFE 382.00 360.00 ® IM = 2,50' n R / .GFE;= 3$0 ,o ~ - F E = 363, ` " ` ` , MBINA ON' 20 CITY ~ ~ _ I i GFE = 61.~ R~EIGH ANI'TARY SE .Q ~ ' ~ ~r - °ti,
FES 11 366.00 36 0 ~ 1 r A` ~ ~ T= i i OU 368. DI 120 376,00 366,85 36 366.15 36 S$ ' ~ / i ~ I lr - _ i ~ CEMENT Np ~ ~ ~ ~ e ; ~ ~ ti
61 A , 6~ 1 0+ T 7. 7 1 - J I ~ ~ ' - r - - 6RC-~NWAY_ EM~N_T j t'~ t v `4,~ ` ~ i 4`~ ' LoT \ , ~ , -~XI~~NG ~~~,cIT~~~o~. RAL"fJ 1 ~ s 'ri
1 1+4 T 74 1 1 a, I ,a ,a 14 1+4 RT, 37452 37 .25 15 „ i ~ ~ ~ 65, i ~ ~ ~ CB 2 6 ~ 776 ,a FF - 389 0 ~ B5 8` - - - - - ' ~,4N1,~'ARY SENOR Eb ~~EN7`~ANIQ ,
369,90 30 _ - o CB 15 19+15 LT. 377.77 371.25 15 310,00 30 ~ , F E 384.0 LO ~ CO .83 4' _ _ ,t ; ,..r ~ ~Kw~Y EA$ EN GFE Rc 15 ~ ~ , ~ ; ~ ~ ~ '~ti ;
CB i6 19+15 RT, 377.77 11.6 30 371. 30 OT 761 ' ~ h T ]64 E = 382.3 0 ~ LO 67 FE 39.00 ~ ~ LO i ~~v C 9 ~ ~ LO 7 = .00 ~ , o~ 3 ~
1 4 L 1 4 1 1 FE = 391,0 T 762 E= 374.00 E 377.00 Q E- 385.0 E- 81,0 '7. ~ 7 .3 3 0 763 ~ ~ ~ ~ 1 4 T 1 1 FE = 389, F = 389.D FE = 3 = 9, 3 ~ I GFE _ i.3 376.0 a r~ 3 2.8 j t 1 ~ .i~ ~ ~ , ~ e E ~ ~ - ,
1 1 T 7 4,1 4 FE = 381. = 387.3 FE 387.0 ` E _ 37 , j8 GFE = 73 / ` ~ ' ~ 4. l~ , . ~ ~ ~ ~ , f; yr h ~ €r ~ ~ n ~ , A ;
_ - I CB 20 11+59 RT, 380.67 73, 0 24 373.20 30 FE - 379. EE - 385: ,r a~7 ~ ~ / F.. ~ ~ I ' 1 : 1' 1 ~ 4 ~ ~ r
1 1 i 4 4 F~ _ _ - -r-- 4 4 ~ _ CB65 15" RC 1 1 T 4. ~ , MH l ~ ~ ~ ~ LOCI ~ ' ~`~4~~ ~ti ~ ~ a
1 4 T 4 4 4 P ~ ,a ~ + ~ , ~ ~ ~ ~ sas~arsre e~oo f ~ DISSIPAT '~r ~ ~ ~
~p 24 '~J~ 6i t,t~9C.5Y ~ ~ 58931+2,YE 4 ,y,,,, r'" 'pgp5,00 157.37 CB 24 14+4 LT. , 6 24 JO I o - .
CB 25 37+69 LT. 391.83 386. 18 5,50 24 ~ ~ . CB 26 37+6 RT, 391,83 386.80 18 386.70 18 j ` " ~ ~ ~ w~, ~ ~ NCDO $ ~PRAp ~V RM , T - tR ~ ~ _ t i ~ M1
15 6 ~ _ - - i T ,71 1 4 1 _ _ N6~' _ _ - ~ - - m-~'" _ I Q 'I I - - - _ - - ~ A E E ENT ~ ~ „r. 12'LX22'~ X TH (r ~ ~ 1~ ~ ~ ~ ~ 1 I ~ r ~ ~ E.ti `"z ~'r IGI Y i t r 1 v. ~ x
1 4 RT, 1 1 - ~ E - - Y L 394, 389,55 18 389,45 18 C ~ ~__w ,t~°"75-`s-~ ~ J7, '1 1s LF -.a c X14 t ~ U
C8 29 35+98 -~~z~,e ,.~z. ~ ~ pg CB 290 35+80 RT. 390,10 18 ~ , ~ ~ ° ~ J F - 360,0 ~ JUNC I X WITH ,IN N L IR , , ~ ~ ~ y , ( , ~ 2
°456 oa. , ~ _ ~ ~ / ~'FE - 6.00 m _ O , FE 358. ~ RIM - ~ • ~ ~ - 6A0 o i 1 -~r 'R , ~ ~ ~ ~ ' 348, ~ ~ ,
-e FE NV 17 i 3 . 0 '`ti ~ ~`s~ , d ~ . ~ ~ ~r,t.~, , > ~ 45 LF ~ I r _ u B S L THE I V.~rOUT
CB 310 33 26 RT. 391,81 393.20 15 IA - _ - !I 61 316 399,W 394,00 15 ~ - - ~ ~i ,a ~ i ~L r- n $ _ ~ _ QIkZ 0_(.24" E ~ ~ ~ ~ , ` ~ ~ .LOT 09 ~ - 339.-- ~ ~ : i ~ , ~ ~
I DI 32 ,OD 376,25 12 375.25 24 2 LOT 70 ~ i 1'" I T 1 ~ LO ] ~ Q~ PRIVA ~ = 374, 0 ~ LO 7 0 ~ - ~ NQTE: ~I ~ ~ L GRADI :(j ` ~ ~ x 1 ~ t A k~ ~ w
I 1 1 7 1 1 ,,EASEME T ~ ~ _ I_ T 70 _ ~ ~ 1 FFE - 381. ~ ~I ~ 1 DI 4 L 12 'r-~~- ~ - ~ ~ ~ ~ i 370A RAI ASE ANT , ~ ~ ti = 372, 3 ~ p ~ r~ MAX B . N.F E5 I~RY TO ~ ~ ' E ,372.0 J ~ ~ r ~ - ~ ~ 368.3 , N` T.~ i 't, ~ r V ~.`''ti r"~
_ 1: - 'y( i - F 78. V 1 E 37. , I ~ DES 35 35200 i_----' ~ ; I ,LOT 705 ~ iGFE =-`3~6 ~ ~ ~ ~ ~ i _ ~ a ~ CO S. 1~ TH C~VELr ~ o ~ - ~ ~ i I OT 3 SPREq,D PERt~Y ~~ND ~ _ _ ~ ~ ,y ~ . ~ , ,
c 24 i L ~ LOT 70 ~ FFE = 383,0 ~g ~ j0 - CB 36 16+95 RT. 369.09 360,00 24 J57.50 ~ ~ ~ ~'5"~~ I ~ , ~ ~ ~ FFE = 38 .0 i ~ \ ~ FFE = 364.00.,;r ~k-AROUt~ GIi ~E._DA ~.,1.. , ~ ~ .'t ' FFE -369.04 ' i ~ ~ V , `
1 T 4 24 700 LO F ~0 0 1 4 T 4 COT 70 ~ ~ I 1~ I - ,r,, THE~'J7~ ~~BOX,% _ ~ F ~ G E 362.33 ~ ~ 4 . ~ G - 367, 33 ~ ~ ~ . ~ '~ap ~ ~
38 0+45 LT, 371.34 361.45 24 361.35 24 E = 392.80 I F = 0 0 LOT 74 FFE = 87.Op I 8 i F E 39 . FFE = 88, 0 FE = 385.3 ~ i BFE = 354.00 ~ ~ ~ ~ F
w CB 39 Ot45 RT, 371.34 3,90 18 361.90 24 ~ E _ ,390,3 G E = 388. ~ G ~ ~ - ~ ~ i ! ~ ~ GFE = 386.3 i 'ti c. h"`~~ r . ~ I ~ 7
C8 390 1 53 LT 366,40 18 366,30 8 -r - , ~ ~ ~ ~ 'til. ~ w fy _ ~ , - ~V 1 ~ ~ ~1
v i 1 / cv 1 1 .8 t / t , 'r\ ~t ~ \ s~,~' <<. ~ 1 ~ - - - ~ 1 tt ~ ~ G
~ CB 42 20+04 LT, 313.72 8.80 15 368.55 18 ~ ,.Y - - ~ c m
CB 420 21+55 LT, 375,99 370.10 15 i- } ~ ~ ~ ` . - ti , ~ 14 7. 7 ,7 1 .4 1 - , j ~ ~ I ~ ~ i tit ~ ~ ~ ~ •:f: -
- ~ .7 ~ I 4 7 ~ 1 1. 1 ~ _ ~ - i ~ ~ r ~ b~. / ~ f ~ ~ . ~ ' ~ 1 ' ti j, . l_ 1 ~ ' j~ ~ i~;; ~ .
372,60 12 I ~ ~ ~ ~ DI 45 15. In q4 ~ i S 47 339,40 10 ~ / z i . ~ INu v r, I w ~ ,
" - I ~ ~1H 48 362,00 350,70 24 350.60 24 ,w w._~ ~ _ ~ ~ s l i ~ ~ ~
U 4 1. 4 1. 4 _ ~ l , " ~ Y l ~ ~ = r~ ~ a r _
CB T .7 1 4 4 - ~ 1 1 T 1 1 1 4 4 4 ~ r , i 6y~ ~ 'V `-ti 'p} ~ ~ , , '
CB 52 11+27 LT, 1.47 356,50 15 356.25 18 355.75 24 ~ ' , F: z , ' ~ ~ ' ~ ~ t',~t\ 'fin PR018CT N0. _ v ~ ~ .~~~~~r, ''E r 't~ a ~ TpL-9911.0:
~ ~ ~ _ 3 j 11 T 1. .1 15 w , ~ I 1~ '1` ~ i ~ 'FILENASfE. ~ ~r~ ~ TOL99110-G2.DWG
D 4 1 1 T 1. 15 1 ru 5 1 ~ /r~ ~ IXISTING GOLF COURSE ~ 1 1 T ti ZSE ~ j ~ ! -_._._..r. ~ a.
~ CB 56 12+9t RT. 3.03 359,40 15 359.30 15 - ~ HOLE ~t13 s. e. ~ ~ ^_.`w } 3 ~ J ~ 1 r 1 'l ~ DEBICNED HY; ~ ~ ~ ELH MA 4
° 0,20 15 , ~ ~ ~ - 1 C8 7 14+1 RT, 4,84 0,30 15 , ~ . i , . - , o f~, j ~-'QJ ~ F~ ' ' RANGY
m 14+34 LT, 365.18 0. 0 15 360, 15 ~a ~ C8 58 _ - - rn ~ _ i r ~ ~ / _ I / 1 4 T ~ ~ I ~ ~ ~ ~ r
DI 159 1 1 4 1. 1 1 MUM 10 SCALE: 1 l60'
o DI 60 367.00 363.10 12 363.00 12 1 365.60 i 1 - GRAPHIC SCALE DATE: 10-15-2001
01 m 1A 7 368,50 1 rn
CB 62 9+00 o T 4 359.70 359,45 lc - 60 0 30 60 120 240 W - - p SHEET NO.
CB 63 9+00 .70 36 '00 RT. 364 1 * o C8 4 815 LT. 367.24 36250 15 36240 15 C-4B
~ C8 65 6+04 LT. 373.1 36&50 15 368.40 15 -
m 6±0 368.80 CB -L6 RT, 373.57 368.50 15 15 L ( IN FEET ~ 1 inch = 60 ft.
CS 6 J. 7 T. 381.70 15 376,80 1 3+33 1 CB 6B 3+24 RT. 381.97 377,50 15 - - JIMeADAM

1
1~ ~ ~ ~ PIPE CHART o~ , d' v'~' ~ PIPE INFORMATION 0 w
\ o US STR IENGTH ~ZE & TYPE SLOPE DS STR 5EE REPOR
I~'~ 9~ ~ _ \ 'h _ - - - DI 1A 125 LF 30 CMP 6.51 X S 1 19.10 - - - -
' ' C8 2 12 LF 30 RCP 1.25 X a lA 19,14
0 - - CB 3 38 LF 24 RCP 1.05 X CB 2 18.71 - - CB 4 130 LF 24 RCP 1.00 X CB 3 17.17
CB 5 104 LF 24 RCP 1.06 X CB 4 17.74 Q
r - - - ~ _ ~ CB 6 72 LF 24 RCA 0. 0 X CB 5 17.8D
- _ CAMBINATION 50' GREENWAY DI 6A 138 LF 15 RCP 5,43 X CB 6 0.81
i - ~ EASEMENT TO BE DEDICATED A D CB 1 28 LF 15 RCP 1.79 X CB 6 4.13 50' RIPARIAN BUFFER 1 4 R 11 1 r l•'
/ ~ 4 R 1 11 V U7 ~ _ ~ (A& MEASURED F~ ~ OF BANK) ~ O
o ~ - ~ 1 1 1 P 1 1 • O O 1 1 A 1 P 1, 11 N
/ ~ ~ ' W i--4 SEE~DIVERTED 11 1 1 P 1, I 10 1.1 W Z I .
/ ~ ' CHANNEL CROSS- 1 A P 1, 11 4
SECTION,° ETAIL CB 12 12 U' 36 RCP 1.25 DI 12A 19.32 ~ x ~ ~ Q / ~ ~ (THIS SHEET) CB 13 94 U' 15 RCP 1.06 X CB 12 1.63 ~ ~ 1`
' ~ C8 14 32 lF 15 RCP 1.25 X CB 13 1.11 ~ p., ~
CB 15 138 LF 30 RCP 1.14 X CB 12 28.43 ~ p., 3~ / o ~ ~ s CB 16 32 lF 30 RCP 4.69 X CB 15 26.37 W N
NF ~ I I ~ ~ CB 17 56 LF 15 RCP 1.96 X CB 15 1.75 Z L7
BRIER CREEK ASSO ATES ~ LIMITED PARTNE SHIP ! ~ ~ a j o I - ' - ~ ~5; ~ 18 28 If 15 RCP 1.07 X 17 .98 Z O
BOM~1999 - G 1624 q JBW 12D .1 _ ~ ~ / ~ ~ I ~ CB 19 32 LF 24 RCP 0.94 X CB 20 1.97 ~ O O W ~ , 15" RCP 1 1 1 G, GS O O
PIN 0758,02 98 4964 (JUNCTI(at~'iBpX WIT 1~~1~ YR. FLOQD~.A _ ~ 1 ~ H d' ~ 1 4 R 6 ,0 r.,
~ INTERNA?~ Ig~ i' (SEE-DES ) F OOp WAY NOT PRESENT ON THIS k~ " 1 4 1 1 ~ ~,.r i l ~ fx~ x i , ~ ~
RIM = 3 1,40 / / ,SHEET) . \ , ~ f ; ~ w U ~C 1 4 ~ w a o
IN , N ~~~367,90 (30" CM ) VARIA ~ WI ~ " o~ 1 ~ 1 . / ~ ''w'~• q 4 4 1 1 1 p pa _ I CM ) PRIVATE RAINAGE ~ ~ ~ \ , V "y! ~ 4 1 4 1 ~
~ - ~ INV; ~-U1~~~~366;5O~" PVC),. ~ " \ z ,1, I ~ ~ ~ 1~ P) EASEME ~ ~ ~J• ~ \ 1 1 -~,~.I; L7 U1~ r.,- • ~ k Qa . -r Z w ~ O ~ s;~~.~ 1 ^»PVC / / U CB 27 51 LF 18 RCP 3.14 X 26 3.57 ° ~
- ~ ( r - " INV,, OU~~ ,40 (36 ,6ES~oO _ _ ~ ,6ES~o0~ - , B,. „ . CB 28 32 LF 18 R(P 1 1
- - ~ ' „r" /P ~ 1- " ' " _ , CB 29 170 Lf 18 RCP .03 X 25 11.92 ,P 1STURB T - _ ~ L tip, , , o ~ ~ ~ gnu
i ,.M NEAR NOTE: -ADDIT L G ~ ~ CB 29A 30 LF 18 RCP 1.83 X CB 2.14 NCR ~WE AND M - _ _ ,
'WILL BEN E SARY TO' VAR LE-WIDTH kAa , ' F~ ~ ' \ ~ ' ~ -vt ` CB 30 92 LF 18 RCP 1,58 X 10.12 ~~~i ~ _ , , ~ ` ? . ~ r I D • \ C r ` " _ CB 31 52 if 1 RCP 0.87 X CB 30 9.70
CONSTR THE LEVEL, ~ 4gLE WIDTH _ ~ I ' , _ , S /I - _ , _ _ . * CB 31A 134 U' 15 RCP 1,04 X CB 31 0.40 ,"r 'L IT~LASS '2~ RIR RA ~ ~ _ - ® I..,~' ~ w~ _ r x ° y•
~ ~ SPR R PROPERLY ANb . _NCDOT~LASS 2 RIF ~ , ` ~ D'~THE~~W'IGH SID 30"Lx3O'Wx27"TNiCK I , _ ~ - J JBW-12 'SLOP ~ ' ~ ~ " ` - - - / DI 31B 139 LF 15 RCP 1.58 X CB 31 5.02 30 Wx27 THICK (MIN,. ~ _ _ i~ • SEAL
JUNCTION BOX. _ ~ , 1 1 7 = _ _ ~ I ~ , 1 26414 `
~ - , ~ - _ ~ - - - / I 1 P .1 - - ~ I 7 1 P 1 .7 1,1 ~ F ~ ' - - PVC ~ ~ ; •o ~ ~ VARIABLE WIDTH ~ ' Nc I NEB ~
_ ®1.569 INV. 36 , PRIVATE DRAINAGE 1 4 ,11 1 ~ ti'~..,.»«''~0
~ / 2 '-PRI ,STORM " . ~ ~ i 1 ~ D SEMEKT ,STORM 96 LF -LEVEL TRENC - I C6~2 i ~ - , ~ EASEMENT 7 4 1. 1 1 '~,~q 1. NP _ _ - _ F~S A ~ ~o ~ ~ ~ SEMENT ELEV. - 365:25- - _ ~ A 4 r~
~ ,~-.x _ _a__ - _ / ~ ! 37 / n lnnni~ .1.( 1 i ~ - INV. 3 _ - - 1 3)0_~ ~ _ - CB 38 41 LF 14 RCP 0.85 X CB 31A 1215 REMOVE- EXfS G FES ~ ; ,
~ ~ ~ / ~ ~ f ~ :7 - ~ / 3G~ ~ FFE - g CB 39 28 !f 24 RCP 1,61 X CB 36 10.59 EXTEND 30" MP`36~LF ~ - - 50 LF - 3 M ~ 5~a a
~ ~ - ~ ~ i ~ ~ OT ~ 4 a' _ 9 ®6.089 (EXI T. LOPE) ~ ~ - ' ®~.50 ~ ~ CB 39A U' 1 R 4.80 X CB 39 .14 ~ w - _ ~ ~~s ~ ~ CB 40 8 1 RCP 1.43 X 41 1 °
0 ~ ~ =383.37 ~_~,.r ~ i ~J - - ~ ".g ~ A ~ CB .52 ~ w _ - - ~ ~ ~I CB 41 45 lF 1 RCP 0.78 X CB 39A 7.75 d p _ _383.37 ~ ~ _ y~ \ LOT FFE = 3 ~ ~
~ , ~ i w t ~ - ~ ~ = 3 .00 ~ FE _ - o~ \ = 3 .00 = CB 42 106 LF 15 RCP 1.6D X CB 41 5.65 _ _ _ \ 1 \ ~ GFE 3 7. CB 42A 145 LF 15 RCP 1.31 X CB 41 3.09 ~
~ ~ y. ~ E-_ 38 - ~ o ~ ~ \ G = 37 a 43 1 4 1 ~ ~
A \ _ ~ ~ 2 TILI a~~-- A \ I 6 U" 5 RCP 1.01 X CB 42 1.90 W m 2 TILI 20 PRI S ORM_ ~ LOT 6 ~ \ I 44 1 1 P 1 4 11 W~
~ ~ ~ ~ - A MEN ~ y ~ A MEN AI S M ~ F ~
y; ~ ti ) ` - 390. 5 ~ A ~ mtzF - H 1 4 P 4 to o = 38 0 ,1 R ~ i , ~ ~ S LOT 738 ~ ~ Q \ 0 ~ 4 4 R 1. H Z ~
ti - ~ - ~ ~ t ~ ~ , ~ - -BFE _ ~ ~ _ o C d ~ ~ 4 1 4 14 ~ ~ _ , 7 ~
'w ~ ~ 3 ~9 - 9-° GFE = 390. ~ $ 1 4 1, a ~ TY ~ 5 1
- i y _ - FFE = 89.1 ~ ~ m~ ' ~ ~ CB 52 65 U" 24 RCP 1.77 X CB 51 8.82 ~ ' e ~ \ ~ ~ FE _ . 0 ~ ~ CB 53 28 LF 15 RCP 2.32 X CB 52 1.33 a
I ~ _ - a , ~ ~ ~ ~ ~ ® PRIVATE ST RM ~ ^ Q ~ ~
~ 1 i ~ j ~ ~ 24 RCP ~ ~ ~ rn~ D AINAGE'~ ° W , ' CB 54 74 LF 18 RCP 0.61 X CB 52 7.04 _ ~ ~ o R CBt - ~ ~1 _ CB 55 74 LF 15 RCP 2.64 X CB 54 6.46 RCP ~ ~ ~ ~ r ~ EASEM q5 ~ / ~ ~ CB 56 28 1 •
qur ~ ~ 1 ~ ~ 1 ,r ~ .W; ~ ~ ~ ' \ ~ ` LF 5 RCP 1.01 X CB 55 4.72 U to ` ~ CB 57 1 1 1 ~.~.~"~z; ~x ~ ~ ~ 2 LF RCP 0,66 X CB 56 4,36 O
~ ~ i - ~ OT 7~ 6.1 - _ 4 - _ ~ ~~-0T 7 ~ C8 58 32 U" 15 RCP 1,56 X CB 57 3.79 N ~ ~ _ ~ y
~ ~ ~ FE - 39 ,17 / ~B ~ ' ~ ~ ~ ~ ~ A~ FFE - 4O5:gO / ~ ~ o °j+s ~ ~ CB 58A 140 U' 15 RCP 1,61 X CB 58 1.70 i ~ ~ FFE -383 QW
~ v _ ~ v 39p ~ 8.5,D ~ ~ \GFE - ~(~/~Jt.33'~ ~ ~ G I F~ o. 7 0 795 i a 59 225 LF 1 P 1 f _ ~ 3 2 CM 207 X CB 51 4.93 i- 795 ~c ~ ~ ~t - ~ - ~
` DROP ~~AB) ti ~ ~ ~ ~ ~ti! ~ ~ \ s6 ~ ~ ~ ~ a ~ ; E - 3 .00 I ,tom ~ ~ ~ ~ ~ - P -I ~ ~t ~ ~ ~ 1 w ~ c0 r i 141 1 P 1 I m ~ 3 .00 3 ~ A,~~ ~ T• 1 R 1 ~ O O
` ~ ~ f ~ GFE - 3 3~ A ~ i ~ \ ~ ~ 3 20 3 3 Q / /
r ~ / }eA ~ DROP AB ~ ,v ( ) LC I,OT~744 ~ i .c ~ I ~ s.~ 4" L ' T 0 ~ T ~ L Lb ~ I U r ~ ~ ~ N
~ ~ ~o FE FF = 404.00 LO 745 , FE = 39$.0 I ~ 1 ' C~ ~ 385. P~
G = 400.33 ~ are, ~ l~.~p VARIABLE D Oq GFE PRIVA ® GFE = 39'4.0 ~ ~ \ ° GFE = 83'3 ~ ~ Z Z !LOT ' T 791 4~,,~ , ~ -
~ (D SLAB) GFE .3 - ~ ~ •6 PSA ~ - ~ m ~~U I' FE = 95.OOi ! ! ~ F, - 386,00 ~ ~ ~ ~'.,A;~, . ~ ~ ~ Z r _ ~ GFE ~ 384.33 ~ ~ A ~ ~ ~ O
STRUCTURE CHART ~ ~ ~ ~1 EASEMENT ( s ~ o LA ~ ~ LOT 796 x~~ p ~ ~ ( ~ ',o~~~; \ a li. a T/C a RIM INVERT INVERT ~INVfRt ~ ; ~ ~ i „ ~ ;GFE - 39t.3 7a i r ~ ti ~ ~ ~Z - ~ ~ \ 4i ~ r O / 78 r~. L
~ o `,x`~ ~ = 399.iiU , STR NO STa RT. ELEV IN PIPE ~N IN 2 PIPE 2 OUT rw: ~ ~ ~ / M \ ~ ~ ~ G E = 395.33 t~ P SLAB) ~ ~ ~ , ~ / , ~ ~ Q I T 92 ` ~ ' ~ 6.00 ~ to i T ~ _ i i 6~' ~ ~ ~ - i3 .0 ~ LL
FES 1 70.00 30 ~ _ ~ - 90:0 .i / \ - O ~ W
I 1A 385,00 378.25 30 378.15 30 ~ ~ ~ ~ ~ ! (DROP SLA DIfiA o ,LOT 7 ~ 1 ~ 14 RT. 384. 378.90 24 318,40 30 ~ ' i C8 2 25+ 5 ,FFE = 9,8 00 1 " ~ 8 ~ - r 20' ~ ATE STORM ~ ~ • ~ > i~ to W ~
T 4 7 , 4 ~ ~ ' GFE = 33 ~ i ' a2 ~ ~ DRA AGE EA$EMEN ~ , ~,OT 0 ' ~ f ~ ~ ~ O Z
P ~ RG ~ r 4 + T 4 ,7 4 ~ ~ ~ ~ (DRO ) I , ~ r i ~ ~ ~ '1 ~ ~ ~ FFE = 38 ~C~O/ - ~ m ~
5 27+81 LT. 389.60 382.00 24 181.90 2t ~ DI B ~ ~ ~ ~ / ~ ~ i ~ Ce 1Q i ~ ~ CB 6 28+60 lT. 368.58 383,50 15 382,75 4 38265 24 ~ / LOT 79~ G 79~ CMA ~ DI~2 ~ GFE = 385,3'3 ~ ~ ~ \ ~ ~ ® ~ ~ ~ T~ 7 ~ ~
I A _ I 1 ~ ~ / ~ ~ 404.0 r ~o, ~ / m .J w • 404. 0 ~ X69' " ~ ~ ~ ~ ~ J • ' 29 LF - 2 CMP ~ 3. % "~87. p ~•o z
4 ~ 1 ~ , ~ 7 T _ ~i ~ LOT Q ~ - .3 ~a '9c seal ~ ~ ~ \ ~ ~ - 385. ~ PR f- ~ i~) •T ~ ~ \ .LOS o
T 384.45 24 384.35 24 - y ` _ - _ ~ ~ ~ ~ ~ C8 8 3D+25 l . 93.5 ~ FFE - 397.00 ~ Q- ~ , C8 9 30+25 RT, 393.5 385.25 18 385.00 24 DI1OB' ~ GFE _ 395, ~ LOT 79 ~ _ ~ / SOT 9 x, ~ , ~ i ~ " '1~ a~ ~ J i \ 1
DI 10 391.00 387,50 12 387.25 15 381.00 18 \ r ° RIM = 395,0`1. ~ ~ V ~ ~ FE =402.0 - ~ 9 - 386 a ~ FFE 3 .40 ~ ~ , I F - = l ~ ~ D
I 1 A 0 INV. - 390.00 \ ~ ~ , ~ FFE _ " E 00, ~ G GFE - 38 FFE = 403.5 92, q LOT X00 ~ ~ ; \ t~
I 1 1 ~ ~S ~ ~ ~ \ ~ ~ F 9. ~ GFE FES 11 366.00 36 ~V'~`.~` 0' ) ~ A ~6 ~ FE _ ~ 7, 3 ~ o ~ 6 / GFE 401. ~ FE = 398. - ~ '1 2 ae 0
366.75 36 ~ 0 \ $ ' ~I_ n DI 12A 316.00 366.85 36 ~ ~ G ~ ~ GFE = 399 0 ~ ~ ~ FE ~ 397.5 I ~ ~ ~ = 389 _ 'W.. ~~a ' 1
m 1 T 7 . 7 7. 1. ~ ~ ' ~ ~ Cr ~~y' ~ I 1 ~T*~ ti„ I 1 1+ T 74 1 .1 1 A ~ PRI AT M FE 395. L _ q `t A - •d~n \ BFE - 3~ . 5 - , ' -
i 'P Q` A D N NT ~ CB 14 21+46 RT. 374.52 370.25 5 ~ ~ 0110 ~ 10 FF E 39 _ ~ ' ~ e qz GFE - 39 3 FFE = 39 : 0 = i~ FFE_ = 3
~ CE 15 19+15 lT 377.77 311.25 15 370.00 369.90 30 ~0,~ v~ ~ , RIM = 392:00 ~ ~1V ~ I ~ ~ , p -BFE. 387 '<< ' ~ G~ - 95. _ ~ GFE - 390.
CB 16 1 +15 RT, 317,77 11.60 30 11.50 INV. IN = 387.3© (12) \ 0 9 1 ~ ~ _ V A ao ~ 17 4 T 1 7 .4 1 1 ~ ~ INV. IN - 387.25 (4 - ~ F = 03.00 I ~ c`~"' ~ ~ -.3 5: e ~ ~ ~ CI ~r 9w q0 g 1
1 4 T. 1 ~ . u~1 J INV. OUT = 3 7.00 18" , 8 t q2 ~ ~ 1 t, ~ ~ s o i
CB 19 17+59 lL 380,67 314.10 24 314.00 24 ti;, ~ ~ rw~ ~ ` 50 ' ~ ~ ~ ~ 1 " ~ DI ~ ~ a ~
CB 20 11+59 RT, 380.67 373.10 24 313.20 30 ~ , . ~ 85 LF - `9~ CMP 7 _ _ E ~ 405.0 1 1 T 4 4 ~ ®1.29~..,(~ ~S 1 G E- 403. 4 l
1 1 T 4 4 4 " ~ 8 1f - 12" CMP ~ r \ ~a ~ u ARIABLE P IVATE ~ , a ~ 4 '
~ ~1 `LO 51 3 14+43 RT. 388.26 382. 24 38240 4 ~ ~ ®8, 80% M ` , . ~I i - i 18 ~ ~ ~ . W ro~~ ~ ~ 6~5 ~ a \
24 14+43 LT, 388.26 383,00 24 382.90 24 ~ ~ ~ FFE - 4O5A C8 25 37+69 LT. 391.BJ 386.00 18 .50 24 : ~`t~l ~ i t,, ` ~ GFEr = 403. LQ 52 ~ ~ LO 52 / ~ 9 ~ 0 ~ ~ w, 5' _
6 31+69 RT, 391.8J 386, 18 386.70 1 ~ ~ FE =405,0 ' - s FE - 5.0 40 I i _ ~ J
27 1 +43 lT, 3 3.71 1 1 ~ ~ EXISTNG LF % ~ GFE = 403 1 ` i COURSE ST R 1f~ DI1OQ - FE = 403 I 53 . ~ ~ ----,~-~-~°'~?'w'F se9~a•c~ . F / ~w,..-.J~..-.-.w...,..,......._._~__._.._..,, 13~1!~,._. -^-"F--- ~ 79.61' I Rd00.
1 4 T . 1 RIM - 393.0 ; DRAINAGE PIPE ~ ~ CB 29 35+98 LT, 394.06 389.55 18 189.45 18 ~ ~ INV. IN = 388.60"( 2") ~ FFE = 403. ~ ~ ` ! '
A RT 4 .1 1 ~ V. OUT = 38 ./35. 15" i,.., ~ ~ GFE = 401:3 ~ - J ~ 98 ` ~ ~q - OT 54 , ~ - - _ A
LT Li I 1. 1 FES 1OC ~ , FE = 404.17 4 ~ ~ ~ ! U % ' _
1 T, 1 1 1. 1 ~ INV. = 389,00 _ 1A 6 RT. 3 7. 1 1 ~ . r , ~ FE = 400.5 'P 8" Z
r 01, DI 31B 399.00 394. 15 ~ ' 01, ~ LOT 755 w (DROP SL~~ _ C6 CB~B FFE -403.5 ~ ~ 40Q.FiD-~ / ~ f _ ~ 56 2' ~1TI ITY I~ r~w
DI 32 380.00 316, 5 12 37 , 4 1 71. 1 .1 1 I 3 ' + ~ ~ ,r GFE - 399.3 ~ I i 1 I 4 FE = 403.0 - NT T o ~ I ~ ~ Op 01.00 k , DROPS ~ ~ R1A8 WIDTH p ~ QRM ~ { / i ri
1 I 4 1. ( ) BFE=399.3 T IA ASMN ~ ~ I
~ ~ FES 35 352. ~ 20" PRI' m ~ , _ DRA11NgI 20~ PRIVA RM ~ rn' ) ( D N E E ~ ~ ( ~I s R IN . G EASE ~ ~ ~l J (DROP SLA) LOT 757.. LOT 758' OT 699
CB 36 16+95 RT. 369.09 360,00 24 357. 24 ~ 7 1 T. .4 4 4 3 E o2.o LOT? 9 ; 3) FE _ 401. 0 ~ ~ FF`E = 395.00 ~ E - 398. ~ 3 I FFE_- '~4 .17 •R ~ GF1= = 393.00
4 4 ~ ~ - ~ EXISTING GOLF COURSE 37A 1 +41 T 1 ~ - ~ ~ I - HOLE 12 ~ J - G E = 397. (DROP SLA ~ - -GEE = 3 .50!, ~ s~ I
4 T, 1 1,4 4 1 4 +k}',, . i~ DI318 - ~ ® ~ ~ ~ R~OP-SLAB ~ - ~ ~ z ..RIM = 399.0 o0 4 ) V
0+45 RT. 371.34 3,90 18 361, 24 ~ i} ~ ~ CB 39 o-~ 1.4 18 6.30 18 ~ ~ ' , A I LT 37 6 366.40 ~f- ~ INV. = 394,00 ~z I ~ _ _ ~ ~ : ~ -
CB 39 +53 3 ~ T ~ ~ I r- - trj _
T 7 .1 ,1 1 1 .7 1 , ' ~ , 41 1 ~ Wa 'r o _ _ - l - ~ ~ w1 ~ - - _ _ - - ' E~
CB 42 20+D4 LT. 373.72 368.80 15 368.55 18 t. r ~ ~ ~ ~ - 7 .9 310.70 15 ~ - - 25'x30' SIGN EASEM -
C8 42A 21+55 lT, 3 5 9 ,4 1 f I 4 1 - _ 3 ~ - +y...'
44 74 7 , 1 71, I ~ 1 ~ ~ ~:t I 4 7 I Pa ~ ` L - I~ _ ~
e~ `a~ FES 47 339.40 24 E _ _ \ / ~ .
24 350.6D 24 ~ ~ , ~ ~ ~ _ , UH 48 362,00 350J0 i
1 4 1. 4 ` , ~ , CB 4 ~ / y~~
` CB 51 10+54 LT. 361.81 355,35 15 35460 24 4,50 24 ~ - ~d _ ~ ~ ,,l ~ - _ ~ ~ E ~ P13oaECT No. TOL-99110 - w~i
361.47 356,50 15 356.25 18 355.75 24 1 ~ \ y~, , ~ , CB 52 11+27 lT. ~ ~ yam,, a ~ . .
x ~ . 11+ RT 14 j f ~ ' ' ~ I FII:ENAME: ~ , i ; ~ w TOL99110-G1.OWG I'
11 T 1 1 1 1 T, 1 1 ?~f 1 ~ ~ I ~ ~ DE6IGNED BY:
1 , 1 1 RT ~ 1 ~ ~ ~ o~ , ~ _ __.m. r~`° r _ ELH~MA ( w o 1~ t°" ; z
7 14+12 RT, 364.84 ,30 15 0.20 1~ ~ \ ~ 1 ~ ~ ~ n~: C8 5 ° J:- nr ~ r DRAIYN BY: p i,., . DL
r~ 6R 14+34 LT. 365,18 i I 1 ~ ~ ~ ~ ~ _ _ - - - -
1 4' scA 1 60
GRAPHIC SCALE, - r,
PHASE 8 LAND BAX "k-l" DATE: 10-15-2001
0 3a so 20 240 1 (UNDBR CONSTRUCTION) sor , \ Frd \ 14 ; SHEET NO.
o . LAND BAY "I" H
( IN FEET 1 inch = 60 tt,
J
X

a___.. ____..~_.~__~__...~_W_..___ _._.___..~W_~._._-----~.____..,.~___._.______.. ___----,-_------y----~_.._.~.___-.-_~~____~__-____.-.._~----_~_~_~___. _ _ .........v..;~, ~.,~...r.r... ~ _ PIPE CHAf;T
? ' i PIPE OVFCR>aATIOfJ _ 0.0
G5 S~k 11~nG1N _ SIDE dl TYPE_ SLOPE _ D5 SfR 1~ r~ :~rl I a _ _ - -
o UI - lA 19 ~F SIP _ % FFS_ __1 1914__ _
r, __1 ~ R"A _ ~_IA. __.1,4,14__ ~ - 4 1(j,~" 2 1$:.77 -1
L`D 4 130 if 24 RCP 1,00 % C8 3 17.77
j _CB 5 _1114 if ~ RCS? 1.06 X _ C$_ 4 17, 74
' CB 6 72 tf 24 RCP 0.90 % CB 5 17.80
i GOM81NA110N 50' GREENWAY -7----- _OI 6A _ _~38 lF 15 RCP 5.43 X _CB _ ~ _ _ 0.87___. EA5'EMENT TO BE DEDICATED AND ~ _Z_. -.28 LF 15 RCP _i_79 % _ CD_ _ 6_ 413.,_,.
NORTH AMERICAN gtEEN S75 3 CHANNEL UNER CN 8 _138 if 24 RCP t l 6 ~ _ C8 _ 6 _ i 1.39 ~-»4 y 50' RIPARIAN BUFFER
CB 9 28 if 24 RCP 1.96 % C8 d 11.52 - a ~i~ ~c; (AS MEASURED FRAM TUP OF BANK) - ~ _ ~ - r--• 01 10 160 LF 18 C1~P 1.09 % C8 9 10.82 ~
_ - I 10A 8 1~_ 1 ~kP _ 1:~. _fU ~ r'~--a ~ ~ r
CHANNEL S, S~'~' ~~1`?~+~'~ i0b__13 lF 12 P-- --1,88 ~DI _lU 1,IU--- r~.; r', I
DI 1~-A - IF_ CLIP- --1,11 fFS - -11- 29.'l_4 1 ~ ~ ~ C~aN~E~ Ctcss• _ _ _ ~ _ R ~ 4~- R'P 1~ pl 12A ._2`i.12__ ~-_T , F7 r a
4' 1 ~ au+Na Hac~T - _
1 ~ S6 c~ , - = ~ ~ w --4 T
TN ~ ~ ~ ~ i, -I,U 15 _ _ 13$ IF, ._30 _RLL!' t74 % CF3_ 12 28.4J 1 ~ 6tia ~ ~ ° ~ ~.`~1 rx l8_ . 16_ 32, tF_ 30 _ _Ri%' _ 46,9- -_(S3_ 15 .__26.37_-_ ~ ; ~ ~-1 Cw7 a
F Iv~F ufut ft l tiEEK ASSG~'IA I t S 1 r_ ~ 15 kid'-- -1 y6 % (~l. _,15 _ 1. ~ ~ ~,~..q y \ rr
y Llrvif IED PAR fNEf2SHii' 3~ r ~ ~ ~ ` U3 18 18~ Lf 15 RC'P 1.07 % (~k3 17 D 9d ~ ~ r
~ eoilw woTH BOm 19ti9 - YO 1615 r` I ~tf_ 1~-~ -_32 I~ 24 _ __RCP _ _,_0.94 C6 _?0 ._191--_~ j C:~:~ t~ ~ 15 kci~ ~ ~ ~ ~ .411- _ 1(i _153 IF ~ HIT? 1.0~
V~ R~~k WI ~l Wi ~ 1(70 YR. FL.O D F'LAUd ~ % lb ro ~ ~ 1 ~ ~ _ w; I~il p,~ r C13 Zl_ __104 ~F_ _ 24 5 5,46 % C@-. . ---~J,C6-- C~
I HANN Fr D C EL CROSS SECTION ~ r E i~a~ ~ via N.T.S. / ~i~,FL000 WAY NUT PRE.,Elvl UW ilu, ~ ~j~ Il - - l.'U 21 __i1d ;F _24_ RCP 1.72 % C~? 21_ 2Q;w__ ~ - _ SHEtT
M~ ii II ~ ; ~_?S _ lf. __k4? _ ?.97 ~ _CB_ i0.3n._-I ~ ~ 7 I ~ .1 I i, ~ ~ ~ 7 4 RCfl 1.25 23 18,16 ~ ~f _ ~ r., x s`a ~I
NOTES: III, ~ ~ ~ ~ ~ ~ ~ C 25 48 4 R 1 % 24 17.7 - ~ W
~ 1, PRIOR TO PROPOSED CULVERT INSTALUTION, DIVERT CHANNEL AS DEPICTED IN PLAN NEW. s. 2. TIE BACK EMBANKMENTS TO EXISTING GRADES AT 21 MAX. ~ -..~.~b ~ ~ a ~ ~ ~ ~ 4~ ?.4 _ ~ 1>F. _ 18 _ RGP- _7:~ ~ __C~. _25_ .__6,16 ~ ~ C~ ' ~ ~ ~ ~ " ~ ~ ~ -C7? _ _ 5?- lF RI-P__ 3.14. ~ _C~ . !4 3 ~.1 _ . ~ ~ ~ r,~i C~;~ p., cs ` i - r E1 ~ f .r
3, POSITIVE GRADE MUST BE PRONDED In ASSURE PROPER DRAINAGE, I ~ - 4, 5TA81UZE DIVERSION CHANNEL YNIi+ NORTH AMERICAN GREEN MAIFRIAL TYPE S75, f _ 1 ~ ~ -~8 2 lF 1 R" 1. - ~ 30 s 2 17 i~~2 r _ _ - _ - s -1 ~ _
~ OR EQUIVALENT APPROVED BY ENgNEER. f it ~ / ~ ~ y x 1 ~ ~ CB__1G____ i7Q lf, _18 R(~?._._ 2.03 % . 25 11.y1_- _ .._.~rri,.~ ~ INV. S~3 ) 1 , ~ i 1 ~ t ~ ,rr a. x r~ _ _ 3 A 1 ~ I
~ / ~ - ~"~'f --_30 LF _8 .RCP . 1.83 _.08__19 _-2.14__- „ ~r r., ~ C8 ~ 92 -lF 18 RCP 1.58 % C'6. 29 10,1,E ~`4 f ` ~ a i ~ 1 F - $4„fi, NCOQT CLASS `2 RIPRAP _ _ :
1 J 'I, i;' ,y f 45'LX 3'4VX27"THK, _C8 3i_ S2 Lf 18 RCP 0,87 % ____9•?4!_.._ ~
4a i ~ I~ i_, r _ ~ ~F ~ ~ ~ _ CB 31R 134 if 15 RCP -_1,(?4 % CB 31 -0.4!J_. ~ ) 't ~ ~ ~ ~ ,
NOTES; ~ ! - ~ ~ ~ - _ _ ~ ,>i ~ VELO~TY DI J1D 139 if 15 RCP 1.58 % CB 31 5.02 ~ ~ ~ _ ~ ~ I i ~ , ~ ..o1ss,P r - ~ _ _ , __-I _ ~ _A,L
1. THERE MAY 8E WETLANDS ON THIS SITE, IT IS THE OWNERS R / ~ ' ONSIBILITY ~ I F itlaAlE STORM I I \ t$ ~I 6 R r OR _QI 1~3` f `4 R 6 ~ _1~ ___!,='1±___' e ~ ~ I ~ ~ ~ ~ ~ r-' ~ I 2041-r _ / F ~ , 1~ " 1 D! 33_ 29 if 12 CLIP _3.10 % _Di. _3' __3.2:7.-. &M r ES1 ~ I ~ ' i
TO LOCATE ANY JURISDICTIONAL WETLANDS AND PERMIT DISTURBANCE PRIOR 1 LL ~ D;lAINACE~EASEMENT ~ TO ANY GRADING ACTIVITY, aSEMENI ~ ~ ' t ~ _DI 34__ 72 tf 12 CLIP 90.76 % DI _.__i.15____ t~, ¢ INV. 36.00 ` i ~ p - _ d -;W'4w~~ IdE~'~°' ~
(,8~2 ils ~r ~ t~ .0 7 4 RCA 1,2 1 1 r~ 36 3 9
_ / 1 - N , t ~I'• _ _ - - L. 1 ~ W~PfH f~VOr1~ 1 ~ ~_.~s~ 7A_ 4 _24- ._0. _31 _12._17 •+rrrarrrr ti
_ r r ~ ~ Lor ~3s 739 ~ 150 LF - 3 ~ MR ~ ~ "7p ~ ~ C8 38 41 tf 24 RCP_- 0.85 % G8 31A _ 12,15__. i ~ ~ ~ ~ N~ , WE r
-^^T-T~ FFE = 389.50 3 . ~ ~ ~ Y _ / J 1as.5o ; I I ~ 1.50 I ',1~, z;; Ge ! 4 R t 1 ~ ~ - I A 1 R 4 14 z~
_ ~ GFE = 387,50- . - _ _ - - / ~ i / ~ _ _Z1 l FESi ~ 1 M Inc ~ 8 I ~ saz.5a _ _ - ~ ` I'~~ ~ , ~ C8 40 28 if 15 RCP 1.43 % CB 41 1.52 I c~ w ~ INV. 370.00 ~ ~ , ~
_ ~ / LOT 741 `'u _ , ~ ~ ~ ~ ~ ~ 1 ~t 11~ v ~-~~-73~ . C8 41 45 if 1$ RCP 0.78 % C8 39A 7,75 r I , ~1 ~ - ~ ~ _ j W LUT ~ ~ FFE = 3'27.Ub1 C5 42 _ _106 LF 15 RCP 1,60 % CB 41 5.65, u u ~ .a
, r ~ _ - _ ~ r ~ j'- FFE _ ~ 3' i - - ~ 38 00 4 J . ~ FE~~ F 37 DO ' _ , _ _ ~ ~ CFE - 3~5. I ! ~ ~ , o~ ~ , ~ - ~ C8 42A _ 145 lF 15 Rid 1,31 % _ a2 3.(79_._ . tr. ~ ' 1
_ ~ _ I _ _ / ~ _ _ f _ ~ I ~ ~ t 37 -00 ~ - _ DI 43 _ -164 LF _ 15 RCP _ _-1.01 % _ _l~ _ 42 . _-1. ~0 4 c~ ~ k'"
- ~ 2' TILT ~ _ 1 I TILT 20' FRIVAT S ORM_ - 1 ~ 1 ~ \ t" r ' ~ . i CLIP- 4J_ __._1.16-__ ~ - Y ~ LOT 6 d ~
1 ! . \ . Y ~~LQI', A MEN ~ _ _ , ~ DI 4§ 80 _ 1 CLOP -4:7_5 ~ _ UL -_~4 0..4fl MEN DRAINAGE AS M TI ~ : _ ~ FFE ~ ~ , _ ~ ~ , ~ ' ` „~i ~ NH 48 148 lF 24 CLIP 7.57 X FtS 4l 21.19 u'7
Y _ / - ~ FF 388. 0 _ - Y) - ~ ~ r _ - - c} ~ ~ = 38 QD R ~ ~ _ , ~ C 49 48 if 24 RCF 1,04 f~H d8 27.Cxi I ~ ~ i'_ ~ ~ o ti ~ 1 ~ - - - - - t.7 r.. u~
, ~ , A - ,J ~ I ~ _ \ ~ a I - 382 0 _ I ~ ~ ' ~ CU ~ , ~ ' ? _CU _50_ __63 _lF_ __'1_4 Ft(~_ __i~_ ~ . (~3_ d9 11.14 _ ~a~ ' ~ rJ
. " - ~ ~ 1_ ;E GFE = 3b7. 0 - iI37 I f~ - ~ , _ - ~ ~ _4~- _'>1 _ o ~ ~4 _R~ _ . `_r4 1;i `7_ _ ~!a ~ V - ~ c ~ 11' , r, ~ rx - f l , 7 r,. eex
~ ~ / ti~~ • ~ FFE sa9.o v a ~ ~ ~ ~ _c5_ o~ !r -~4- -R~ __1,17 ~ -~i _ _ I P' VA ABLE i TH~r C ~ ~ ~ ri~~ ~ i 'FE = I~38V.~'0 I ~i ~ ~`D ~ f~ 0, _ "2`~ LB _u5 _,8 LF_ 1~ RCP _2,~~ bL 1J3 _ G>'~ ~1 ,^~~l
~ - i _ A V . r - ~ ~ r ~ ' i i F, PRIVATE S~I~RM f I!~ w - _ ,1j) I ~ , _ ~ i 1 4,3 ,4 _ _ 4 lF_ 18 RCP U. i X 52 7 (k DRAINAGE ~ ~ x -
_ ~ ~ ~ ~ I _ r~~ ~ , ~ .~~4 - _ wr ~o ~ ~ ~ ! ~ ~ 1 CB1 ~ Co ~ ~ F~~~ Cb _.,5_ ~4 LF 15 _ Rt,P_ 2.fi4 % CB 54 --5,46 _ ~ ` ~''~LASEMF ~ ~ ~ _ CP _ r~i . ~ r / , ~b,~~, ! ~ CB ,v__ ~'b L~ 1,5 RC1~~ 1.07 % C8 5's 4.71 f C_) tl) _ _ ~ _
1 x ~ _ - - - ~ i _ _ - t?, n i n i 5 ~ ~ v ~ ~ X17 5, i i f _ - r ~ ' ~ D I A I ( i I If 15 MCP _ 0.66 % Cb 4.3E M a _ -0 O
~ I ~ '~6 ,CU1. ,~'p(, ;Y - 1 - ..r , ; as _ ~S : R~:P ~ ~ ~ t. ~ L01 1~' ; ~ ! ~ . - ~ I ~ ~ r ~t3 _ Lf _15 _ R(~ - 1..56. % C8 _51 . 3.1~ ~ ~ w. I n C~~ l.i . ~ ~ Ci 2_ ~ ' . ~ f ~ iFE 3132 laq Lf 15 RCS 168 ~ _CE3- _ - t.7C_
I I \ , 7 ~ s ~Ui l+i ~ FE ~159~~~G ~ ~ ~ ~ i \ ~ ~ ~HU'~r.i , r , -`h .,2_ _ ~ ~ 1 ~ ' ~ c2r~ ' a ~ Gf~1 ~ { ~ - (ll `S tF 12 0l~P 2.07 % -~;8 1 51 4.93 u . ~ . F • .
- _ ~ ~~bG,U: - w ~ ~ .2 y yy ~"4 } c ~ r `,7 ~ f;l 6G 14ll tF 1~ C;~IP 1,~ % OI 59 390 - r 4_. _
- ~ ~ ~ L 0 I '~9J ~ ~ ~ r / ` - i r J ~ . ~ . _ ~ ~ = z1 Iii p1 141 ~IF _ I.. ItiiP- - 1.70 % lil. rr".0 ) 1U ~ ~ P. ~ (fl ,
~ - , C, ~ r1 t - 39 AGO C; t = 4.00 Iou ~ ~ ~~;3 _ - ~ , , _ ~ 14S if i ~ ~ r~ ut,v Rr. 'I 'RCP o,q y. ~sso ~ I~ r ~ - ~ ~ ~ / _ L00 - r \ ~ <<~ r ~ i ~ j~
- , ~ I ' ~ r.' ~ ~ yss, , ~ LOl r ~ ) X24" Iz; F-~-- ij I_:,11 l ~ ~ ~ - C
_,Uf Y4 ~ l k_ !j II ~ rA C01y ~ a F r ~ .,del ~ a ~ a ~ > ~ ~ ice,. FfE = 599.0 ~
frt = 3i,4.GU / , ~~„IA+ i.1~ ~ ~ -VARIABLE Vd0 ~Ct FfL - r ~J ~ ~fE~ ~ ^:GO.OU ; ~ _A ~ ~ ~ PRIVAT~Sr(~ ~ ~lr = = _ _ / - _ ~ _ - ~ hU ( Iy1 r' ' ~x~ l.; E - cgs {7.r ~ ~ i 1. ~U+k - 395. - f' ~ ~ -~i "2 , ~'J L~ ~ 9.S - ~ ¢
~I ~;U~ 1U}t 1.=r,i~;. A ~ 336.r~ 1 ~ ~ i ~ I ~ , ~ ~ FFE - ~8~.00 t~,__ 1 1 t~_~ _ - Yl ~ - k~, L14 t~ - ~ F ~ I ~ G- FFE - 95.UU G r „ 383.Gu ~ 1, ~ -~z
- ~ ~ 7 r ~ _ s~ , . i i ~ ;r,rA_ ~~.Y YLIiI ' _ IM4}n :Y~Lti~ i f ~ I ~i.:~ { ~`J ~Q _ - ~ ~ ~ 1 ~k I - - - ~ ~ r I~-.. i i ' c = 39~.GC~ ~i ~ ~ P 787
"TR NU 6TA RT. Elfv IN ~Ir'E IN IN 2 FIFE IN 2 OUT N~rE W ~ i ~ ~ - ~ i i _ - ~ - ~ ~ C rFl4 - 399.00 T `~2~ M< e ~ E - `6.00 ~ r, r~ ;~i
fTS- ~ - - - 370.00 30 _ ~ ~ . ; r A y ~ ~ ~,cF~ = 395. ~ols DI 1A - ._.318.=5 -316.15 ~ ~ ~ = 90:0 I i 6 - ~ ~ 3 u0 ~ ~ ~ ~ ~ li W ~ , - a ~ ~ ~ ~ -
_ , l .1 ~ ~ ~ ~~Q% 1` ~ ~ ~ ~CE121 ' ~ I ~ 20' P ATE STORM ~ ~ ~ ~ W
'1 1 3 ~ LT 3~` - - 1 -L__ ~ rr~ - 398.00 ~ ~ _~~U134. ~ tx; ~ '1 'n ~ ~ ~ ~ ~ DRAT AGE EASEMEN 2 ~ ~ t ~ O Z r ~ I , . ~.OT T~0 ~
' ~ --r f4 _ , _ GFE 4 00 ~ , l R. ' _ ~ ; C9 5 27+61 LT. 389.80 36?.00 24 38,.50 t4__- ~ DIlB, lF, ~ cL O ' 6FE = 3ad~QO ~ ~ I",, i C ~ I g . ~ ~ ~i,~ ~ a ~0
- I ~ ~ ~ 4 ~ 1 t ~ C8 ~~~6 28+60 Lt. 386.58 383,50 15 382.75 2a 362.65 24 1i d ~ ~ , r L0~ ~9~~ I` ~ - - - - - 1. 1 . / ~ / ~ ~ ~ FFE 40 0 ' D 0 ~ 9 ~ ~ ~ ~ MA - _ ~ 1/ GFE 384.00 , - / / ~ ~ ~ alp, T.,7 ~ ~
I GA 39500 - ~ ~ ~ J ~ ~c. ~ ® ~ ~ - 2. Jz. o ? ~ ~ ~ ~ 2~ LF - 2 CMP ®3.y0% 1 , ' ~ ~ E ,387. 0 ;o ~ ~ N
7 ,fig RT, ~~T - ~ - 1 ~ ~ r ~ ~ LQT - ~ ~ ~V ' ~ ~ ~ ~~C = 0 .0 - - - - ~ ~ ~Q ~ ~ ~ q C8 _8 30±25 LT. _ 393 25 _ 364.45 _24 _ 364 35 24 ~ FFE = 3 6,00 ~ ~ - ~ ~ ~ ~ ~ ~ / 'vy 0 ~ vd LOT 79 ~EOT r 9 ~ ~ u~~~a , a ~
_C6,_ ~ _ 30±25_ - kT__. 393,25..__ 385.25 _Le__. _ 365.(10 24.- - i. _ ~ ; y DI1U61 ~ , r~•.; ~ GFE - 94. ~ ~ _ C ds,q~''. ~ 38 A ~ 'i' a :i ~ ~ 1r't S ~ ...tS.~-..E. ~
~ DL_ 10 _ - 3G1 W_._ ._.367.50._.- . .387,75- 387,00- -~8~- ~ _ _ ~ ~ ~ ~ A w ~ Ldi~- 9 FE = 401, i - ~ a ~ ~ r; I ~'x r w ~ ;t~ ~i ~tp a t~ 9 FFE 3 .p0 ~ ~ , { ~ ~ 1 DI 4 ~'"Ir~~G'v~ ,~r.~'ll'.:+ w .'i.'`: t .ek!:, i o-;~~ 'GFE = 99.0 ~ ~ GFE = 38 0 ~ ~ ~ ~t
n t A 3 3.' 5$ .6.6 12 ~k91.3 15 ~ ~o~. RIM , _ 395:0 ~ ~y~ _ ~ ~ ~ ~ DI d _ ~ -_-$_4_ INV, f~- 390.00 !y ~ r, \ ~ FFE = 401. ,4 ~ X71 _ ~10E3 ~ 5`f;a~ - _ - - - - - - j9--Q-~_ -12 Us, ;;3, ~ ~~r~ ~ FF 8.t~ \ ~ FFE = 401.0 ~ ~I i _ b LOT 800 BF~_ 91, ~ ~ „F a ~ _ AFL 398 ~ C~22
_ ~ ~ I GFE,_- 399. T 366 (iU k ~ . ~ / ~ ~ ~ ~ GFE ~0 ~ GFE 399 4' ( _ ' L~ i s-_-. ~ 'y' . i I
r Di ~ 1 ~n ~ 316 t>V 3qu 65 1 ~ ~ ~ ~ _ I 'r' _366.15_ 1 _ 3i _ ~ ~ - - _ _ . ~ GY ~ x i ~ / i ~ ~ .GFE = 396, ~ ' ~ ~ ~ , , _ ~ ~ 1 _ FE ~ 396. I ~ . , F'E~ 3889 _ ~ '~H -
~ Il - t~U I1 375.33 3u8.15 ~ 1=. ~;1~50 3ti10(i ~ y, s ~ ~r v, /_.J ~ ~ - -r „8 I13 'It+ IT ~ 314a?._ 3SS:8 l_~y13-_~_ I:~--~: ~ ~ r-~ ~ PRIVA( T RM ~ r f ' ~ 1 ~ ~ ' GFE , 394. ~ ~ ~ . ' L~4 02 _ _ `f ~ r ~ _ ~ , BFE = 38E; 0 l FFE = 39 . Q - ~ ~T-~8~ L~i~~.%b ~
\ _ f ~ `1 IT X74.57 31Q25 I 15 = "~'r ~ ~ ~1 ~ D IN ' E iI~NT ~ ; - 'JI'I 0 0 ~ v ~ ~ 1 = ~ LbT80 , ~ ~ ~ _ - - GFE 394. 0'. FFE = 39.0 ~ Fr 3 U
- ~ -7-- `C ~ i ~ ~A ~ -i G8 15. 14+1a lT._ l {r182_ 3111? ~ 15 - 31UQQ_ 50 I x5y~ ~ Rihi = 3~I.U ~ V ~ ~ ~ ~ ~ ~1 - - I - ~ ~ ~ ~ 1 ~ ~ ~ F - FFE - 3964~~. ~ j i;~ 6 E 3860 - ~ _ .,I ~ P / , ~ e ~ 394. (>FL SyJ. .t ~ _ ~ S 9 ~ _ .E GFE 394.(0 ~ ~ a
C8- ~ ic_ _i3±15 , Ifl ~ _ Sll.d~ 5)1,,60 SO_ ~ a iNV, Irv - .So1.5J (I~~) ~ r, A i. j ( ] g f ~ ~~~~`ti i r _ _ r r ~ ~ rA'~p (II ~ 77+94 I k', i xr~M,01 I 511.5' ~ ~ 772 I G tr, - , i RT - ~ ~FE = 38~6.i~Q ~ r ~ ~d _ ~I ~ ~ _ 1 I i
- , < INV Ilv 587.2` r E'= 4 0.00' 1 ~ ~ _ r _ r I ! 1 - ~ ! ~ _ _ ~ ~ ~~1 ~ 1- ~ ~ ,.v; ~ ~ , ~ ~ x 15 13+54 I ~d1_ _ _ INV. uuT - ~dl.~.~U ~i f ~ } - I _ 3 Op ~ 1 f ~ ` LB ~ 14 1/i~59 LI, SnJ.l2 314.10 I ~ 1 ~ ~I4.lYJ %a ~ ~ i 1 IS o'1- ~ ~
C xr
~ ~ ~ ~ ,0 I)+;y C R'I. _ Sw_72 T 3170 L4 ~ i :7SPU I S, ~ `+;L~+, - I, - 13~~ ~;~P-' ~ - 1 , ' t~ ~ ~ r UiGA\ F t 42Gt~ ~ ~ fY3 ~l 11f;;°~ 1 iil, ~ 7 '-x ~ 5fh;,~ 7+ ~ 117."J 1 ~a ~ +1' 1,1`4/ ~ 1 _ r i ~ ~ . - ~r = as ~ ; ~ ~ ~ t~ ~ ~ CFf23 ~ v-'~ k ~,a 1 L ")4. ,s ~ d
t- ~ _ _ _ 1 - I t5~~51 ~ r~-L ~ ,.~~5 i 5~,'7~ i ~5 ~ I I IGc~ ~ G i 3.C~,7 ~ / .4 ~ l - ~ ~ i ~ - ~ L07 ~ ~ , a ~ ~vAF;IA~tE ~ID111 Pry ~ ~~~F~~ -
~ ~ _ I~ - - - 9 , , ~ - " ~ _ ~r 1 ~ I ~n?su i ~ /FFE 4r',.u~ r I l'~ I -d 11443- ~i ~3._ti r ~y ~ ~ - I ~ ~ V ~ i ~ . y,~ R~~~ ~ DRAINAGE A~F w1ENT (liP) ~ ~ v - ! ~ ~ ti i8~ cam?, ~ ~ ~ t~ r ~ _ _ ,
! 18 ; ~ 3!}od 11 I ~,1,? ~ ;x.v,1 ~ ~ I ~ ~,~i ~ ~ / CrE t `.t? I~~ 'r.`i1 r _ ti~ ~ 1~ ~r _ ~ _ / l ~ ~..1 < ~r~1 ~i~' ~ r~C;~``~,~~'or£~ ' P' 15" R'Pi t~ ~ - ~ ~ i r ~f ~ ~ G 1 I
~ ~ ~ ~r 153++8G ~ RI ~ ~~703 ~ _4.811 I In f I ; I~ ~ ~ P FFE = 9U5.0', _ ~ - 'Qr 1 1 r., ~ ~ i i . ~z~ ~ ~ _ ~ ~ ~ -
_ i,a 1l I i,i~4,5 ~ L I I ).1:' ri ~U I I ~ I I I d 4v i LK _ - ~ , Uii;1A ~Gf E 405. ~ ~ i Y~ 1 +4_ ~ ,rl. ~ Se27r~- i I ;QS''J ~ ~ i i~,t:,i 1. ~ _ _ _ _ yy y~, 1 / A - r ~ ~ ~ _ ~
>r - j 3 _ _ - . ~ ~ - U . i,: ~ , ~ i r, ,7 ~~,i,_.,. furl - J ~ ~ 1, , I C8 (rS 364x8 ti. I 37, (k _ ~ ~ ,~7 ~ _ ~ ~ l~Fh ~ .y~ r I(VY. IN - i~~i~ ~1~. ~ ~ ~ _ _ r ' ~ ~ ~ _ sl ~ I /FFL a03."' / I ~ ~ C'6 fi.?n ~ ~.1a r ~ _
i i s , l _G ~ ~ ~ I ~ 71u 1 , ~ ~ i i ~ GF i~8 ,k15,,,h r~~ ._7,'_ ~ y.~v p ri i GFE=DUI.'` l ~ ,+l ~ ~ ~ ~r -p ~ ~„i fi I l ~ F may; t ~ ~ _ ~ _ r _ 1 r ,
~ r i ~ I ~ I ~rv 1,"1 II' F I ,~1 UU )~1~1Q2 ~3~ ?7_ ~ _ _ ~ , I 31 ~ ~ 0J t ~ - SV~SU - W , l - D ~ ~ ~ ~ Q ~ ' r _
~ - - r~ ~~1k s3;1c (1 ~ ~ ~ i ~y1__N L^ 1C1 i I ~F 4 4.U -r ~ r ~ ~ o.Yi E 4; 1b° kC ~ C ~ - ' ~ ~ F«~. - ~ GFE - 400. ;l ~ ~ - _ ~ _ ~ ~ ~ ~ I
i _ I t - , I 1 ` ~~_t ~ , ~ LOT ~ ~ C6 GB~ti ~ ~ ~ v~ I s ~ ~ Fit P t ' a ' FF - 4 - - ~ ~ 2' TI ITY I I ~
~1 ~ _ ~ 3'15.25 _t c~ i ~ UI ~ 1 u.',~ ~ 7102. ~ - _ ~ ``0' PRI1 ~ ~ sr1_fU i ~~1~~; _ I i" _ 1 _I-- 1317.1 i% I ' ` 0' PRIVATE '~f0 M 1 , ~ ~ E _ U3_ TO ' ~ LdT~I~b I I U I ~ I~ _ . 1` ~ R (i 'FE = 399.0 ~ N T V R+ABL WID R T RM ~ ; ~
r _s ~ I ~ I I S§2.00 ~ l G(~`~E EA EMENT ~ ~ 6 ;FfE = 403.0,0 . _ A ~ .i G ~ ~ } ~ , : ~ s~a , ~ i _ _ ~ .h DR,AIN~AGE EAS r (m. ~ 1 C=~
t 1 . y _ - _ . , % ~rn ,GFE 399 QO ~ ~ ~ ~ I L~r 757 _ ~u
I v r _ ~ - j: n l4 s _ /r LOT 758 ~ ~ ` ; _ 13 $ : i 1 fTFE = 402. ' LUT 75~ FFE = 395.00 } L, ~ - ~ FFE = 401. - • ~ -
~ 1A .17+41 _iT__ _ k9$1_ _0.95_- 24 ~ 65 _~4_ 1 EXISTING OOLF COURSE ~ ~ ~ ~ FE = 398. ~ - ~ ~ CPE - 393.00 ~ _ ~ ;G'FE = 39.0 FF(. - 4Q0.00 ~ _
C8 38 0+45 ~ U. 311.50 361.45 1d 31;1.35 2a I ~ ~ MOLE #12 C8 - _39_ _0±4~_ Rl,_ 311.50 _ _363.90 18 - _ 381.90 24 1 DI31B i ao I : ~ _ G~i_ =398.00 ;a ~ i RIM - 399.0 ~ z
_C8 13`jA„_1~}~3 LT_ _3714b___ 36E,40_ 18_-- 366.30 16__ , ~,Y - INV. = 394.00 j
~±4L_ _ RT_- - 1 - - - - __-w; f ,y,
y _41_. i~i~ _~3_ .3211_. _S~Z14-- - 13 _ ._~6:~? _-18_- 7 1 1 b C8_ 42.....'30±04 !T:_ __313.Tt_. 3&8.rw_ 15_ - 368.55 i6__ c _ ~
C8 ~42A 21+55 LT. 3%5.99 fi 370.1D 15 _ _ 25'x30' SIGN EASEME~JT x ~-4 _
1' ' ~ ~ 4_3 , 3/UOC__ 31010 1~-- _ _ 37 .45 15~ ,
~ 54 _ I _ _ --374- -}Z2441_ _ il_ - ; 4~ X75 00 ~
- 31.0 1 _ rtS_ 41 339.40 24__ `
~ ~N ~ x;2.00 3`i0.7U 24 ~ 350.60 24 7 ~
C8 49 363 ~3D 551.30 ~4 3`1.2 ~4 ~ ~ ~__Q_. , ~ 7r Q_ ~ 9±Ou ~ 11~~__ _ 1 i8__. _ ~5~~.. ___24__ . 35I,~O ~ 4_ ~
' ~ I I_CB 51 f4+5d I LT. .,0181 3,~9~~ 15 3~1 r _GO 24 35430 24 . rs~a~t~:cr r~u. ~-OL-'~9~ 10
, ~'6 C52 ti~27 ~ Ci. X1.47 3>&.50 15 3:iE~25 16 355.75 24 4 - - . _ _ - _ i H~n~N.a>,+>•.~ TOL.99110-G1.DVJG
C6_ S3~_t1±27 _~ii, x;1.47_ . . ______357`15 i?__; ; - - - ,a ~ ~~lo ir~_ 1 ski - _ _ _ 1>1.?~ . ib ' ~
r i;6 1?t51_ II,__I ,?3~1i is}~' ~ I: 31d9U 1;- i ...~__~.,y _ ~eslc^~ru Iiv: . r~' ELH~1~~A
~ ~ ..12 FS' Fl, 3~ 103 3~ x I ~ ~ Y is , C CB_ 1 ~1 C_i~+12 kT x4 d,__ ~6D 3`I_ I 15-_I ~ 5EQ20- - ~
y i - 1 . r_~ 14+34 ~ ~ 1. ~ ,r", Ih. . .~'L`;rJ ~ 1 _ Y>r,~~ - - ~ ~ ~ ~ ~~n~>v e~t: DLP
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.At ~i~i~hdA~F 8 -LAND bA r `h, a ~„J M-4 DA'i'M.
10-15-2001
i (UN[it",R COnSIkU~'~iv~~j i 1-4 E-4 ',HFPI No.
L f'HASE~ - LAND 8tii F-d
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Mc ADAMS w

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:~tiER CREEr; H;'u~IRii Y`---~
LIMiIED PARTrVEf~`;N~P 13G~ 1999 - PD i61~
Piro 0!58.02-~98-a56h ;~i~ I„
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r~ , F~iRr; i; ~ r' Eki5lir~G LO' GIIY Of RALEIG'N- ry~% ,Ir[.. ~~I _ _ a„IT„RY' SEY,'LR EASEMENT W I _9 ~
F~ti'E Iir,filt;Alfi~ _ I Um r +t ~ , ~ F-- ~ . ~ r
_ US 5f~1 ~ lEtvr ~H ~ Sl?E ~ lYN"t ~ ~U E ~ 0~ c'R -(fit ittrut~ ~,,~Yo. 61 lA ~ 1 r6 ~ ~ 1_ al _ _Cr 1 _ 8 ~ X- FES 1 19J0 ~ -y~ ~ ~ ~ ~ ;t;;:r I H _ P2
_ry, _ _ _ +r'~:. lU 2 ! _ 11 U JV .141 1.2J A UI 1A_ 19 i~ - ~ ~ ..4 y. W, n. ,y, _ {'LII'yb! ^'n +-r, rr- a-d, k:: ~1 W"~ ~ ~
°-L-B --3-~- Tb 2~ __,165_X._(.a 2_ _ i~71--- w""~.~ W . ~1i W ,.7 N
C8 a ~ t~ !f 14 _ N~ ~ t'~u X ~6 5 il.)1_ ~ w, ~ ~ COMBiNATiUN 50' GR ~ ~ ~ ~ C7 iNAI'iUN 50' GREENWAY--- ~ ~ ` ~ 11 ~ T , ~ d~
~ i,d_ i~_ ?4 _k~P ~ __1~ R _.!s~ i g i 177d_-__ + ~ ~ ~ - - t. ( rq r, i d` I ~ w : EASEMENi lU BE DEDII,, l~ 1) ~ HCE 0 ~0 ~ I it BU " ~ r ^ JI lU Bt DEDIC~TE[7 AND ~_1 ~ .rl; ~ ~ ~ C7 C'1
I Cil btv 1~ lF I RCP i 41 t ~6 16 O Ell I ~ ~ - ~ r ~ ~ - ~ 5D' RIPARIAN BUf .6 ~ r rZiPARIAN BUFFER ~1, ~ ~ p URED F,(~Ofd 'SOP Gt kjANrij ~ \ E-+ ~ ~
~ ~ ~ ~ ~ ~ IBS MEASURED h;ROtd ~F Cr3 7_. I ~8 If_ 1 _ _-fiCf~ 1 _ 1 19 X ~ ~ F_ _ _ # I;t _ _ _ _ _ r 4 4N n I I 1F_ B4y~ i tEi ~ I Cr i i i ~ ie 1 ~ ~ ~ , i ~ ~ w ~ ~ ri1
- ~ ~ ~ E r ~ ~
r I; r.._JI _IO_ ~~U if I ~ (`n IUy ~ C:I S tl'~L ~ ~ ~ r r W
~ ~ 1uA l I I y .c I - I ~ 1 r I I ~ ~i it~i_, i ,i l ~ i ~ c~' r ~ .I ~ It; 11. , _ _ _ _ _ _ _ ~ t U _ I ~ ~ ~
12A ~r 7 .e I -c~~ I 1 ~u . i u ~5 ~4 - _ , O ~
fi U81 12 ( IZ LF ~ f2.. 1 115 A C 12A ry 3" ~ ~ _ - - c I-_. _ ~ °w.. „ Gli ~ 13 ~ ~g L} 1 ~ CUB Ix~ i~ ~ _ LGS_ j y ~~~i~ ~ t ~ i , ` ~ «~~~~~w..._. Y r' `~,it"! b; ~r'fl'i. s L? ,;i f .~+1'I,:.t41.' ~.r,.~.- s. _ :~",-3.
( - . _ , -C'8 i4 1 32 U ( I ~t~~l CX1 t~~ ! li ~ i.U i ~ ~ ~ n _ _7 - - i _
,r , I ~ ,I r r.; ~ w C_. I ~ U I i Rt;l' 1_/4 x I i'L I [8.~3 j~~ ~ r _ _ I _ Y
; ,J ~ ' r'f3 76 32 Lf ~ I'(',,i _ _ a.r,3 X I iL 1~ _ LU.3; _ ~ a H _ _ I -T ~ ~ ~ i - ~ j 7 ~ ~ ~ ~ ~ Cd 17 ~ ~y-, ~ "~i ~ ~ ~ ~ `W (7 Jaya C C,
F r 1f Y.~.. ....U. _3 ,r. i. - _ _ ~ ~ ~ ~ y ~ e. C~ f8 I%~ E}t~i I 1~~1 X ` 111 I 15;, i ~ f ~ , ~ I~ ~ ~ y P ~ , . ~ i 7 U i. Y ~ ~ ~ ~ I Z
r, " v ~ ~ , C'i3 19 I} ~ ~ I ~~Y,e .u C L~l - - _ _ _ ~ r, ~ _ . - J ~ o ~ ~ ~ a EAL
w.,_~„~ i'._~ I_s ~k_1. 1~ 'L+~ ~ . 142I`_i ~s ~ 1r 14~~-- I ,v ~ - 1 ' ~,rr,, t„~tMLN _ _ ~ 4~ I ~ 3. ~ ~ ~ ~ ~i t ,2. ~ I ~ ~ ~ s~-- - ~ .~x r~r• ~ - ~ , x t< ~ 26414
,2 ~ lid IF~ ~,(r _~.~i. ti. ?G '~rE LU 7.~,_ '~b i w - ~ F ~ i4 Rik 1 t;' 71 ~ ` t t _ - ~I ' , ~ . Ltl _t__~- ~ _ _--It~X,--~° tJ1c ~ 1_J~i ~ i.5~ ~ fFt - 3/2.0, ; ~ . , _ , . ~ l ~ r ~ ~ : NG I N~~'a ~ ~ 1 j ~ r1 ~ 'i'~j ""awe:, ~ J 0
~ ` . :E~, ~ 1 f ~ ~ ~ ~ iNy QUT~ #52, ca 1~ ~ 41 ~ Rai 2.97 z c~ tl .o.3J ~ - z ~ ~ ~ ? , ~ (Ir vi h~
24 I l3 ~ Is RG I 1 l5 't _ C6 13 18 i o ~ ~ :=5,~3 ~ .~~a -~E 3Ea. ~ ..Y ~ s, . ~ 35 . i . ~ ~ _ _ y r L . µF~~,~ 1 ~ 1 C lti
Cfl 25 I ~dC if ~ 7y I7Uw I 5?I X U'G z4 ~ 1175 ~ ~ 1 - ' -I r - Cs3 18 ~ 28 LF C , y R~r' G ~ ; ~ ' ~ ' _ I 1.JQ X ~0 20. . _ 6 i6 ~ . - 1 ~ f l Y ~ i ~ ~ ~
`~r~-- - f , 3~ 1 UTILITY-~ ~ ~ t,o 2)_ ,1 if._. 1o riLr 1 51~ X ~p 2t 3~) ~ ~ ; f % EASEMENT 'i wti~ ~ ) ~ ~ Y ~ w~
CfS 28 - 31 lr 1 r f<~ I 1 ~o X ~r ~ ~5 - ~ ~ ~ ~ I 1 A ~ ~ ~.r ryr'~ir ,ro~ -~h \ ; ~ w . ~ i ~ ~ Y ~ ~
C.5 29 I Il0 If .d G~~ 't03 X L"a 2~ 11 y[ j ~ ~ - - - - - - -1 - i I E ~ ~ U,,~ 72.01 i nor 730 Ch 15A f ~u U C t6 _~u 1 d3 x C6 1.14 ~ - I
G ~ ~ ~i LO 2. ~'t ~ _ Y'% _ lilt' _ 1 ~ ~ t il ~ __1QlL ~ ~ _ h 1 _ r 36 U ~ - '~G ~ ~ ,;4 !r. , ~ ~ I ;,J
~'f 51 - ~ ' FFE = 31'' ~hU ; ~ ~ ~ ~4 A Sz ~ Ir - In i`, I ~ 87 r, 3V 91 I ~ ~ ~ ~ I; ~ OD _ ~ . CP 31A l 1:;4 I if ~ iS IIrP I i.04 X ch J1 ~ 0,90 1 ..('r ~I .R, ~ ~ t GEE - 3/0 D i ~ ~ ~ I v j 4 ~~a~ . _ _ A ~ ~ 1 ~ ~
t r ~ ~r~ _ ~ ~ n ~ 4~ A ~ 1 i,i 318 11y l It ~ 1; kCP I 1 ~4 i1 I 542 ,a i~ LU I ' - ~ ~ ' - ~ r - _ _ _ _ _ . - - , ~ t ~ ~ 1' ~ ~ ~ I 2 ~ ~ ~ 1 - v ~ ~ ~ ~ i.: ~ p l , 'ti~ w I ..r.......y r.f ..r. r.r ail Y
„ DI 3? It~S LF I~+'<P ~ __t~~ 19 - 7.~~_ ~ ~ J III ~ ` . ! I _ i F E - 137 °~1 ~ - - ~ ~ ~ ~ ~ _ T ?24 - - t ~ E ~ 3~9.OO , i .I ~ ~ -100 iR. FLh~iU NiAiN ~ ~ 'tl~ i
' , r ~ ~ b,€C~ ' ~ ~ ~ ~ n. . ~ - FE - r ~ ' 1 ,~i ~i J3 __i9 LF L"" ~ __~l~ x 3~_ ' i~ ~ - ~t,h" = .o ~~(~rE =~3fi8,Q0 =~'~~0 ~I 01 11 U~ 11 CAP i6J6 X GI 33 1.1~ ~ RCPT, m ~ ~ ~ ~ I ~ h S /.U0 f - - - fi~`wf _ , ~ ~ p _ , ~ Y f~FE 3~,0 ~ FE - 366.0 _ - T 72`< `~-~---lac V ~ ~ i ` ? ~ r.~ f^ U'
_ _ . _ 1 _ 9 . Cd 38 1,'1 if 14 ~ RCP 3.11 ;t FF~, 35 ~ 13,61 ~ ~ % ~ - i - q ~ ' ~ ; LSO 7 ' ~ BFE 35$,0 h F t - 36 . I - - _ . - _ _ 7 _ ~ ~ ~ ~ ~ 7~ r ~ ~ I I - _ T 72~ ~ ~ ~ ? r~ w r. ~ i' v ? ~ (fj I J ~ ? - Q
Yi k ~ ~ ~ x,,, ~ _ r ~ ~ . FF ~ ~ I ~ - = 365,0 E~ - - - - _ C6 , 37..- I~ lf_ ta_ _ ktk I_~5 a - ~o G_I-_.--1314_ l _ f.r , `~K.s -t---,~.; ~ 00 - ) ~ ~ t F ~ , r, ~ ,'~,~RCp ~ - t_: ,t~ _ t ° ~ , ~ ' f b p0 i t_ ~ r 'FE = 357.0 ~ ~ , FE - 363. b' FED ~.Q~ ~ < f r~_i r}~ FE 363.0 ~ ~s-, ~ ~ ~ v ~
r~_C~ 3IA_ _ ~41t__~ 14 _ tt(P ..._..663 x~__C'L1 3/ 11,11.. ~ rr„~_ _ ~ , ~ ~ i G~ , , LCfi~f 725 ~ l _ _ - ' ~ - b, BhE - 355: ~ ~ Hh. ;~'E 359. 0, ~ h~E , ' " (d 38 ~l U a _ _ R~1 x ~ lA 12i5 - r t-,__ 368.00 r - ~ i_ - LOT ~1 t ~ BFE 355:0. i ~ aw ' ~ ? ,
ce 39 . ~ra ~ 2d Rcr C isi xl 3a r 10.59 , R.>4~~39A ; 1, ~qq ~Y , _ . ~ ~ x ~ _ 366.00 ~1 . _t--_ - ~iJ E , l d 4 0 (,[341 f ~ t~ ~ ~ ~ 1 f ,563.0 ~ ~ ~ --_w~ I , E ~3&T.o ~~L01~ 720~~ ~
~ - _C~. _ 39A__ ~ - l e _ k~r I 4 80 X _ CTi ~ 3~ . 8.14__ ~ ~ ~ , ~ ~ l ~ ~ C~3 ~ ~ _ - ~ i~ 1-= 00 - ~ I ,,r U _ - - - I rFL - .x0.00 ~ ~ . _ E#--> ; s~ ~ b FE ~ 3,0 ~ ~~F ~ 100 Y11. fLGE(D '~IAY Uu~ _ ~ , E 362.U' ~ ~ -
C'O1 d0 _ _ An lt_~ 1'-~-- --rt~r_ 1 a3.~, _~~l 41 _ 1 ~1.__- , _ , . ~ , 4~37H r - _ ~ (g„ p s , ~~..CB 41 Ir 1~ ~ 078 d lkl 3sA 7.f5 _
_ i~') ~ ~ a 1 _ , ~ - Ck3_ 42__-_ 1~- --iZl}' ~--1-b0.~ 1=-8 _4~_ 5f~._.-_ G~ r,~i'~ q ,/..7i ~`~Y ~ 2~ (iCf> zrn ~ _
Cfi 41A 145 ~ - lr - __RCf_ __1 31 X CI3 4l : I,!9 ~ 1, 59~ ~ - - i -LOT 7 ? ~ ~ / ~ w 5 - ~-4_ _ ~ ~ FFE = 362.0 ' + ~ ? ~ ~ Z ~
5 DI 43 1"4 f 1^, RlP 101 % Cn 41 C l.tn) h ~ ~ ~ _ _ ao ~ ~ ~ - Edit, I 1 ~<<~ ~ - _ _ F F - . ~ - 1 ~ U ? < - ' P _ 1 GFE`= 360.Q ? ! I J ~ a~ _ _ ~ ~ ~ - ~ u, r
Vii- a4 ,?c~ _ 14_ _t~P 1:~.~ X31----"~ t I ~ r ~ ~ ~ V ~r3~aA ~K.~.~1<~r- _ _ ~ ~ ~ - t ~ 5/1.vU I - Di 45 8 if 17 rsrF 6.75 X Eii bd ~ O.~i r ; 1 ~ ,i Ul /o~~ ~ ~ -4„ ~ I - : , . ~ 15° g r~I_~~,- , _ « ; - f{iµbL rriDTH PR4'YgIE - - _r ~ _ try _ ? , _
Mli - 4~_ __i}8 IF ?9 .-_C~r _..___.757 ~ _FEti_ 47- -_..21 )9__.. 1 ~ +tt - 316.00 F~ - Ditt,INAGr. EASEMENT T`rf~.~ 1 _ 0858 i-' ~ ~ ? , ~ ~ ~ ~ ~ ~ Po. V Q ~ ~
C8 49.-- 48 ~--`4 ~~-kLl _lL4 ~ 48-_ 2!l><-__ ~ ~ ~rF = 3/L~U~~ - ~ I ~ i 1 ~ 1 _ I ~ 7 ~ ~ LJ ~ r /t~ , I i i ~ _ GB 50-- ~3 lF_ 1~- 1-R~ 1 y ti _C 14y_ C--_1.t{_.. ~ u~ u / J t ~ _ ~ -i-_ ,t.~~,~r ~ ~~N . _
_ _ _I _Ru ~ 3 ~4 ~T ~~n 15U ~ 13.3.,_ ~ 1 ~ _ , ~ i ' Cb _ 5L- _ if_. , rrt - 31~ uU r ~ ~ F'FE = 360.0 ? , ~ ~ - > ~ Z Z C~55~ ~ . ~ GFE 358.0 ~ ~ ? ? ~ I-- -
r- - - - t ~ / 2b-~r~v~iE ~r~nr~ r b ~ ; l7 ~ ~ ~ 1 , c. I P = - I _~a s2_{_ ~t ~_._I- 15_ C rt~~__ ~.Illh( ~d (~,-1 -add rfi. - DRAinA tnSEMtrvl _r~ 3ll.~0 ; a - _ y r., ( ~ 1 ~ ~ f1+ I tFFE = 3/L.00 LOT ~ ~ ~'/r -~i r a i ~ ~ ~ ~ U 7 5 Y ~F E 350.00 ~ 'r'tl `t~ ~ ~ Z
C., 53 C ~o t_ ~a~ . ~Y1,.7 52 I t.>> - '-"t ~ = ~ DS I ~ 1 ~ - - - _ , - Ota~ ~ ~ GFE = 368. 0 _ , C ~ ~ I Q J F E 372.OU ~ 7 ~ ~ \ t~ ? re ia~ ~ ~ 0
- L is 1 k 4 ~ ~ ~ , I E _ .,bo.uU b ~5 ~ ~ ~r 16 X Ub ~ o.ar", i v~ ~ DI 1 _ ~ p 1`'~- = 37tOb SOT 97a ~M: r ~ ~c ~ ~ ~ cr_u
C8 56 _28 tf t5_ RCP _ 1.01 % C8 55 4,72 _ ~,a; ~ R = 369.50 = i - ;GFE =,367.Q0 ' F E = 370.00 ~ l ~ LOT < ~ - 4M ~ ~ - i ~ ~0 LOT ~~3 ~ i \ ~ ? i ~
~1 . _1[1 lF_ _1~_ RCP ___0~6 ~ _C3 . 6~,4.~6-- Kurd = ~~4 Ih~U. IN = 365,60 ~~5~_ i I G~ = 366.00 ~ _ = CB ~21f _ 15__ RCP -tom 57 __3./~ _ oi4S ~ ;r,,..r, F ;'z~, 1~JY. OUT = 365.50 _ FE _ ~.oo i A ~ . ~ ~ o w FE - 368. - ~ ? ~ ~ r
"1~A_- 14Q- LF_ . 1:' _FCP . . -i'~- - - 1.7Q ni 1/o,0u ~Iti v ~~T 7., ~ ~ ~ ~1 _ FE = 364. ~ , ~ ~ 53 j ~ ~ ? i ~ . (n Q ? ~ ~ ~ (n W ~ ~ ~ ~ - ~S LOT 2 ! ~
I 1' tiP ~ c E `1 d 1 , rC~_ ' ~ ~ DI6j 4 ~ -2 ' PRI~iAIF S70RM I ' ~ 1~ ~ _ ~ uQZ ~ _ 370 ~u - ~ - - - ~ Iv ih~ LOT 7~1 tr0r ; 7'y t _-lF ~ ~ 2? C1~' _ r - DR ~NA~E EASEME , __ai __60_r- l;Q IF- t%- -(`~F -_-1~g8.. ---SyJ_- , 5'~~ / ~ F 1 ~ ~ ~ ( ~ 0 -7i~ ` ~ ~ Gz ~ ~_I I - ~ `a ~ ~ ~ ~ ~ ~ ;FFE 366.00 ~ ~ CB52~~ 1 F - N ~ I ~ ~ ~ ~ O
r r ~ EfE _ .,78 f10 FFE = 37~.OQ ~ - .20`q-z o \ ~ - _ i._DL~..¢i_ I 141. fF~ ti C,~F_, 1.7J,~,_-pi _64---_ `.4_ _ _ ~ 'o 359•Q a , , ~ ~ ;GFE =`32.00 ~ ~ _ ~ k
- ~ . ' ~„r~ _ 37a.W LUT 76U- SEE - 373,f.1v ~ ~ / - 40 LF' - Z ~ ;,-,~I~ ,E l-~ OS FFE~= 7. ~ Qt;! _ ~ ~MI>v®1.88--~ DS ,-GFE - 357.0 ~ - i ~ ~ i ~ rp . _ ~ W -I In
Ih~l,lUl~~ _~1Ar(I ~ 3 800 ~ ~ ~ ~ - _ - DI~9 _ _ - - ~ - 5 GFE DI~9 - - _ _ ~ ~ .._.2`15 _ ~ I ~ N
I I ~ L( C/C_;n ~I~ ~f1`~ltT _ _ ~ In~t,iil - a+n,Ki ~ ~ DI ~ ` . - ~ r~ , { ~ _ ~ r r n2_ i iP_ rCT. F1EV fn ~'iP~ ~n ~6 Z f'iPE ~it ? uu_+ nrt l3Jf I DS r ~ n~ ~ RIM = 3b .00 ~ ~ - - 2.0 __I ~ ~ ? ~ q F- _ _ _ _ I _
~af,4 - 5I5OU , .t` , INY - ~ ,10 I RIM 4.00 of 1i.~F,I j 5,3uu I s~h~u i r - 'tai i~ ~ ` LOT 766 I ~ E ~ r~:~ !N'v. JU I - ~'17.c0 ~ ~ ~-r~iV~ OUT = 3 0 ANY. I 360.25 12° ~ ~ ~ ~ Rii4 ~E EST M _ , _ C 51 ~ ~ ' ~ } r Y II ~I LOST 716 a
1'I t6, T `4~U4 ~ f~IJ.ikl lY A y °.:t tjie;tA ; ,`;"y~, FFE = 381,00 i DRAINA y ,r" . ~tu~s =-'S - 2 _iPW. = 360.00, 1~ - _ ~ I DRAINA A~tMENT (T ~ : ~ FFE =',363. '
1LS „ I I ~ ( I ~t;w , - i ~t Diti, ' ~ GFE = 379.0 , ~ - ~ _ ~ ~ MBINAION 20 CIT r 7 Cam- ~ { Y _ ~ i ~ ~ ~ ~ ~ I GFE = 361. ~ R EIGFi SANITAf?Y SE' ~ ~ ? ~ ~ A~
1 ~ i i'r ~ , era ~ I x~. _,I }~l;ru I r I UI~IH ~r-_, I , t _ _ _ ~ , i'_ X I 4 ~ ~ . ~ ~ ~ I _ ~ ~ Is, - EASEMENT AND ? t ? I ~ ~
~ is _ ~ I i ~ ~6 - ~ ~ r-- - 1 ~ I f I ` 1~ GflEEN'v~AY EASEMENT ' ~ ? r _ ? _ , I ,LOT 771 j A it ~ ~ ` _ I ' - _ ~ - . IEI NG 20 CITY Uf f<ALFION
n n1 y } i ~ ~ i r~_ 11,, 4U hi I 3) a ~ C ~ I 1 -LUr i65 _ _ - I < A - _ _ 1,~---~ ~b 1)71 LI SI! ~Z I 5i1.~° 1_ 3ItJ, ~ ~Q .~Y~SU ] _ ' ~ - 0 I I . ; r`~ ~ (,65 ~ - - ~ FFE,= 36 :,0 i I ~ , ~ - . , t SANITARY SEriER EASEMfN f AN[; ~ .q
_ ~ I r1 1 _ r ~ ~ rot = 383.0 " I e ~B .n (i~rL^^ i iZl, ~ 3l. d. ~ 3;1.~~ ~ i i J,,,~U i0 _ . _ . I , _ _ i 1 1 ~ _ ~ 1 ~ _ ; CU I !i;~l ~'r t- 38i.0~ ~ ~ LO 67 - CFE 6.5U ,0 4' ~ ? ' ~ G>~EENWAY EASEMENT ' ' . ~~~C,~~ l Cl I 115 ~ ?
i 7.1 II i ~~~~i i iTf ~r:61 I S~~aS ~ - I I ~1~35 rY, , _r,~~ I 1 1; i>~ -r. ~ ~ GFE - 3~1gD0 ~}E ~ LO ~1~~ _ ~ - ~ ~ .I - ~ I ~ i T ~b~.L L .513.00 Y, r, ii r r,~+ `L I + E fEE ~8U.0 i OF 0. < ~ ? GB89 LO 7f 1 U' ~ • ~ Q~ - 1 ? ,:o _ ~F ~ i E S" s.u ~ ~~'w ~ U ~ ?
!3 _ 1~_ ~ „y~ l__ 1 s~`-'4' ~ _ _ _ ! - l _ ~ +E ~ ~ _ ~ /63 ~ ~ ~ ~ E 376.D r - _ ,r E. IA.00 .I ~ -n , ~ ,y ~ _ ~ `r' FE Sod.O _ ~ rt - 3b~.li~ ~ ~ Gt E - 37 ~ 0 ~ - ~ ~ i2`+ ~ 1 T ~ _ _ ~ - ~ U ~ GFt 72+ T) _ ~9t .31414 _r- - I ~ 1374.51,' ~ rE i~J,l.;i~ FE - .i86.D ~ FE 386.0 ~ , . _ _ ~ I I ~ i ~ t FEE_ 374.0, ~ ~ ` Gt E ;~,1.0~ , , ~ y ~ _ - f ~ ! _ t ? G t 72 00 3, ~ ~ ~ ~ FE ~ 3. ~
_ e 11+~5_l Iii l-_3ug.r1 ! ~iSis I l ~ _ ~ 31~1u I ~ _ _ . E 37 .u ~ r - i hE 3tsa ~ ~ ~ ~J -~~L. ~-,EE 37BC ~ ~ ~ I ; I I - pp - ~ it Ct~GY ~,,J, C ? r~ 1 I _ 1 J ~
I 1 Ir, ;q rte i ~6~~ b` ~ ~I/ 4`li I i, i C I 771,,>t~ iq ~'FE _ I I { ` ~ - t ~ •`4 ? @ M i _ r t . -C86 ~ MFi
f ~ ~ ~ , t - - ?3 14;43 i~~y-_ ~~31 1 3~?~_ It ) ~ba ~ ~ ~,~f ~ Y ~ ~y _ ~ i - ' ~ - ~ ;c ~ , FES47 r DISSIPA7 ~ - - ~
i,w; +d ~4 Ist43 LT ~ ?8831 5830u [ Sa2.4U %a I P _ _ - ~ ~ ~ , _
t_ i_ ~ 37784 LT 391 ~i 38600 _ _ _ - ---14 , ~ t - _'1. ~ A - _Ca Zit 37669 _~tE 39183. _ _f8880 - _-1~ SZ36.70 IB_ ~ / ~ / ~ ~ - 4 ~ 'B63 ~ ? ~ ~ ~ i ~ .u.mv ~ ~ ~ ~ ~ ~ ~ F Y_ , `~i ~ -
„ ~ _ ~P ~ r ~ Q (8 1 / _ 11r 43 i 39. E ~>68 , ~ ~ - - - - _ - ~6 _ .4 ib ~ 40 i~_ ~ ~ ~ ~ 1`~ v f 1 - - - - - _ } ~ ~ r---~ ~ 1 ; ` ~ 2 ~ VA7E.:~TUNM ter- N _ „ , _ - ~ ~ EJ CDOT GL S, 2 RIF ftAF'
i I t. ~ ~B i 13+4 Ri. 39 t 3b'9. 18 ~ ~ _ 1__ - - i _ . - ,.,x ~ ~ - _ _ ~ T AINAGE EA$Et~FNT - I I ~i ' ~ ~ r~,12'LX22'WX "THK. ~
~ ' 9 3'198 LT. 394 & 3~S 65 10 3B§.45 18 ~'~ti ~ , ~ ~ n, , ~ , _ , C8 ~ ~ i ~ ' t~ 24A_ 3` rd0 HT _ 3S4 30 _ _ J96.10 i6 _ - ~ ~ ~1 ~ ~ ~ - ~ ~ '~tl ; , ~ J ~ I ? - ~ ~ , _ ~ ~ ~ T ~ ~ ~ _ i L,O1 71 ~ ? -
~ ~ ~I ~ ~u_ _~4~ _ir _-~~.rs. _-3~1.1~(- -~1~- --t°-- t ~I;re,.. - ~ ~ _ ~ ? ~ ~ ~ ~ pg~~ , ~r~- - z,:,~~ _ ~ ~ ~ i i r ~ FE=359.0 ?
- ~ 1 I Cb I 54+6 RT. 395.86 391.8 L 391.55 1 ~ r,~ ~ I ~ ~ I i _ 3-_ __-_4__ - - - _ 6.00 - , 00, I I ~ I ~ ~ FE 357, ? r I
C8 31A_ 33;2 kl.____347.61 _ _ 393.20 f5 ~ ~ ~CC368.. ~ I I~, -f F 324.04 1 QI 3iQ- - 399.vU_- _ - -394_66 _ 15--- „ ~ ° _ i, , _ _ ~ L rr ! I I _ J X4.04 ~ ' I ~ - _ _ ~ ~ ~ M" , P E = 34T ~ ' ~ ~ - _ _ I , J ~ ( 1.J ~ bra .vCrt'f , k'. ? , VJ ~ I / y
~ t _Qf 32_-__-__ _ _ 3a0.D0_- _310.25 t~ 375.[5_ 24 ~ ~ I `t' - - _ - ~1 - ~ I i ~ T 2 n \ ~ ~I ' ~ i nl ll V p~~ ~ , 3 ? Y V~ F-1 I I T 709 ~ ~ ~ • 1
_ I _ _~1 ~ ~~1125_ _ ~ ~ LO 70 _ - 37115 1~-- , i ~ EASEME ~ T - ~ . ~ " I I FE _ _ ~ FFE - 382. ~ I - E _ I I Lo 711 ~ G~ ' ~ ~ FE = 374.4 L T 71 ~ ! i ~ _ ~F 370.0 ~ i ~ ,
~ ~ fE5 ~5.. _ - - _ 35200 I ~ ~ I ~ 1 T ~ E = 80. f = ~7 Dp E - 372, 0 ~ ' ~ = 372. ~ 0 368. L ~ ~ ~ ~ ( I _ ~ - I 5 ~
« ~ LO 705' i _cT3 36_ iE+~s _Kr.__ -_~4_u~ - _3sq_o~ II _>a 357.50 24 i I ~ LUT 04 ~ _ , ~ -3'16 b ~ - _ _ 1 FE 382.OQ y_ 370. 0 ~ ~ < ~ ~ ~ r~i I ~ - _ ~ _ ~ i r ! ~ ' ~ 1 L / 3 { ~ ,
- ~ ~ J~~ ~ ._369.0 ~F0.45 J.3 4__ ~ FEE = 384.Oq FFE - 368.OG FFE 365.00 i ~ , ~ ~ ~ y~
~.L -1Zf±1_ _L_ l-0"f 7u0 ~ I ~ LO 703 G E = 3a2.oo°I ~ - , I _ I LOT 7 ~ ~ I~ .Sa 0+# i T. 371.~L~ °1 4 na '1 F LO ~ ~ / ~ ~ _ - ~ 5_.-_-_1 36.3 _ 24__-- fFE = 3y1. U FE 3b6.0 GF - 366,00 GFE ~ 363A0 ~ ~ ~ A ~ V 1
y f~FE = 390.0 i ~ ~I ~ 361.90 24- Gf E - y0 0 OQ 3 Ld 3y- Ok44_ Rl 3"11 A 5390 to _ - 3~ ~ Gf E = 388. aI ~ ~fE _ ~ ~ ~ _ ~ I ~
C8 34A 18+53 Ll 371.41 ~ 366.40 1n 366.30 18 _ _ F~ 584,0 ~ 1 1 - _ _ - I ~ 81F~ 38 .00 li PRIVATE STORM ~ ~ ~
40 !~9Z. ~T 3)2 7 ----T- X61 ° 16 - ~ I ~ , ~4-_ 41_ 18,42_ _21- -112 _ _3£1+0_... ! _ QRA AC~ E SEME ~ 1
C"3 4? _ 10 r Od_ _ i T. _.77311- _ ~ _ ~tl 80 - ~ i _ I 36.8, 55 18 ' _ ; _ i ~
C9 4YA is+ 55_ _ LT 3J5 y`r, _ - I r _ _ 3)0 /0 15 I y~i_ 41 _71U 9-~~-II ~ ____374.43 15__1 k. A I ~ ~ ~ . „ ~ , N~ -
- Jl__ ~ti I _374 'i4 371 ~ 1.` ~ _ JIl ~U_ I? ~ e _ _ ? ~ . A _ . ~ ? ~ ' i~
G~_~1 l L 375 66 _f . ~)2 Jo 1? _ C - - ~ ~ L I - ? ~ E
1_ ~ ~ - r ~ , r ~
- - - - - _ i i - r ~ ~ ~ n
I ~?3 ~ , i 7f;~ ~ ~ si? Ir I );'~~,~U ),1,-4u 14 f_! 34 C ~ ~ _ t ? Y''
Uti i ~ ~ ,4 I i. ~ t tit ~ 355 j5 i. ~ S; c0 4 ~ i q r6 a+2I 1 tl. k~14) ~ 3~~~u 11~, _10 ~ 3.~)~ 1.4 ty • ~ w ~.._..~_...~,~,..o::z. _
_ ra ~ 11 iii 51.4; 1 y~i t_ I 1^ r y~ ~ ToL 4~~~0
~ t > ~ f 1? 1Q 11 ! aril Ui ~ is e1 ( C ( I )L ~ i _ _ t I = ~ ~ ~ PtLN'NANF':
_ t ~ 1 _i ~ ~ r _ i Ex~,STINb L ~CUftS1 (l~3 ~I ~ 12~ 41 I I . ~ ~ 3 U3 ~ 1`, o, cC C: ~ n i .r ~ . r ~ ' .;G.YU ~ ,~1. r ? ~ TUL99110-G2.DWG ? ~ ~
I ~6 :l ~ 1st~2 ~ n I 3~4' i c.u 30 ~ r _ r , t `~j r:.~., r.~', Ub:SICNi;llBY: ~ ELH~MA
r Ld 'til 15rJ4 I ~l I 1ti5 1C i ~U I I AJ ~_SU t;; i v _ _ _ , r , , ~i i ~ r ~ a ~:y..
r { oaixv ax n( o
U L. R
t;7 x.,10 SCAIE: 1 =60
C IN c IA .j12 C f4o'ri t o I'LA A I I C If,' ua;c 10-15-2001
5 L~r ~1 1 ~ ~ uo _ A l ~S4 16) "Ii~ 10, 1 _-18 I
- - ~iiFFr gin-
C13 E4 8}15_ _ L( ti79-4 361 0- Co OS _Lf 11, 57 56~ 1Q 1, J68. 110 15 _ I
I ri F_ 6 10.4 RT j ,l K8-5Q 60 Y
41. 3+ 3 t i._ ml 1Q _31u 9Q - S --15 IN FEET ) 1 :u:h = 60 fl DAMS
- McA
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~ - /
i ~ - _ _ ,~r ~ PIPE CHART
a~~ ~ ~ ~ ~ , O w ~ PIPE INFORIIA110N
i i gp . ' _ ~ ~ ~ US SiR lfNC1H SZE ~ TYPE SLOPE DS STR 5¢ took ~ ~ I 1b 1 p
~ ~ ~ i ~ ~ _ ~ ~ / ~ 1 1 _ - 1 1
I ~ ' ~p ~ ~ ~e~ i " - - _ _ - i ~ ~ ~ _ ~ ~ I lA 1 it - / 4 1 1
~ ~ r i ~ ~ / ~ C8 4 130 LF 24 RCP 1, 00 C8 11.77
I / ~ ~ I i - - - I ~ ~ ~ ~ i - _ / 104 LF 24 RCP 1. 4 17. 4 1'"1 6 7 LF 4 RCP .9 X 5 11.
~ 1 i ~ ~ - ' ~ COMBINATION 50' GREEN~WAY Di A 138 LF 1 RCP .43 X 6 .87
i / i i ~ I I ~ ~ ~ ~ ) ~ - _ -EASEMENT TO BE DEDICATED A D 1 28 LF 1 RCP 1,19 X CB 4,13 ~ ~ 50' RIPARIAN
~ r I l ~ _ ~ BUFFERS 1 4 11 1 • - - SAS-MEASURED FF~ ~ OF BANK) 4 R 1 it.
I ~ / ~ I I I ~ - ~ I ~ ~
~ ~ ~ ~ ~ ~ A 1 P ' O O - . SEE`DIVERTED ~ U er
I I 1 1 I ~l CHANNEL CROSS- I 1 1 P 1 1 1 1 H W Z I I A P ~ Oa
~ ~ I I ~ ~ I 1 ~ SECTION; DETAIL ~ I ~ ~ 1 1 t>w ~.p' ~ (THIS\SHEET~_ 1 t•
11 ~ I ~ r~ / 4 1 1 1 ~ ~
i / I I I C I N/F ~ ~ 1 ~ ~ i I ~ ~'s 1 1 14 1 4 ~
. ;BRIER CREEK ASSO ATES / ~ ~ / ~ ~ I ~ ~ ~ - 1 32 O ~ Ll. I l~ ~ ~ / 4 1 ~ W WN
LIMITED'PARTNE SHIP / / / / ~ ~ / ~ t' I o BOM -1999 - G 182x' / ~ ~ ~ ~ ~ 0 17 56 1 RCP 1. ~ - _ 1 1 ~ z ~ ~ r - 1
_ ~ _ ~ r' - - ~ ~ ~ _ - .PIN 0758.02 98 4964 / - _ ~ ~ / ~ 1 I,P I ~ 15 RC . ~ ti ~ ' ~ t 4 4 ' 7 ~ o
/ ~ , ~ W o ~t, YR. FLO D~A ~ 0 a, C4 0 0
i ~ 8 _ ~ ~ ~ ~ / i~ ~ gb ~00 WAY NQT'pRESENT ON THIS ~ ~ C8 1 t 4 R .46 X 0 ~ ~ Q 'r ~ b8 ~ - - ~ ~ R pj .1 - / ~ ~ rSKEET) - ~ ~ ~ 1 4 R 1J 1 I
- - ~ ~ ~ - W U ?C cD
~'~66 VARIABLE'WIDTH , ~~xl ~ ~c% ~ ~ 4 4 a W a0M ' , eq ~ PRII~A~TE R~ NAGE , ~ ~ / , ~ ~y~`~~ ~ 1 ~•G: Si
- ~ w ~ ~ ti''~ ~ 4 1 Z ~ - - EASE E ~ ~ '`ti 4 1 ~ W
- ~ 1 I ~ i , ~ ~O ~6 i : ~ ^ 1 B~ m. ~r.,,.. 1 1 4 ~..-J Z NWN r1. ~
.w ; /j ~ - ~ - ~ ~ . ~ f . ~ 5.3q~ 29 170 LF 1 R 11, ~ ~ ~ ~ _ - CB 29A 30 lF 18 R nniu
- - ~ ~ ~ ~ / ~ ~ - ~ 6 - ~ ~ a i i C8 30 92 LF 18 z'
_ i~ s'
r r~ nV ~ _ ~ ~ ; ~ ~ =.j ~ ~ ~ ?r.,.. to 134 1 R STORE 11 ltP i , _ r; , ~ DI 1 13
- - - , , ~ ~ ~ ~PRIVA~E -~TOR~ ~ ~ ~ ~ . - i -1 / ~ - - ~ _ ~ ~ gRAINA -F9,SE~IE___t~T' - .-EASSEMEAT- - _ ~ , - ~ i 1 a 1 SEAL '
~ 1-- - - - I 33 t P i 26414
_ _ - _ _ - _ - - , . ; ''S'IB - ~ ; y f _ _ _ _ _ ~ 1 \ ~ VARIABLE WIDTH I ~ 7 1 P 1 7 I 3 11 _ - - . \ C6~2 PRIVA 1 FN _ - TE DRAINAGE 11 ,~t~ SINE
_ I _ _ _ _ _ INV. 3 6;00 ~ _ - - = 1 EASEMENT P 1 7
~ ~ ~ - , I ~ i ~ I ~ r ~,1~, - - ~ ~ - - a a ~ 150 LF - 3 MR , - ago _ - 1 ~1rUr„„„?+++++
r ~ ( ~ ~ I ~ ' ~ ~ / `3. Lw I ~ I~~ ~ ~ i ~ ~ 0 4 4 R X 37A 1 ,1 0 ~ - ®-1.507 t ~ - ~ 1 a
,p, I, ~ / / ' 4 I ~ ~ - 1 374 1 1 ' ~ V ~ . i $ 1~ ~ 1
OT 4 , ti\ ~ ~,.-r ~.~~e.- ~ ~ ~ r / - ~ - I - ~ , - - ~ ~ _ _ - ~ y, ~ ~ 40 1 CP 1.43 X CB 41 1.5
1 1 ~ ~ 41 4 ~ ~ _~,-,p~ ~ LOT l ~=3 18 R .7 X C8 39A 1.1 W' _ ~ FE~I p ~ l - a 1 15 R 1,60 X CB 1 'Q
~ A ~ ~ E - ( 8 y~,~ r~ +V 1 ~ 3 .DO ~GFC - 3 7. 4 ~ a - _ ~ ro \ 1 CB 42A 145 1 RCP 1.31 X
S~-... ~ ~ r G ~ 37 14 1 4 1 a 3, n o. TIU 20 PRI S ORM=~""" ~ ~ ~ R 1,Ot X C8 42 1 z Q
~ ~ ~ - v ~ - ~ Y EN AI S M - LOT 6 ` \ 1 ~ 1 1 P 1 I a 11 ~ _ ~ j 11 ~ F V ~ 4 1 P I 44 x a
. +~t' w ~ LOT 738 WI ~ ° 38 qo \ ,1 \ ~ ~ / ~ 1 a P 7.57 z FES a7 ,7s ai N
\'i ' I ~ ` , I ' - - BFE~= 1 ' -Sea ~ ~ ~ I ~ asQ GFE ~ - 7 CB 0 ~ ~ ' ..,,~-,w~-...., 4 4 1 4 Z o ~
L , ~ ~ ~ ~ 1. ~ _ i I 7 1 ~ ~ _ _ _ _ I 1 , I ?Q F = ~ !r'W / ~ P 1 4 114 ~ ~ ~ G E 390. ~ 1 B ~ / Q
. ~ / 1 4 1 a ~ ~ ~ . FFE 89.1 v ~ ~ ~ ~ I z
1 ~ ~ PRIVATE 5T R , I ~ A~1 1 2. 2 X C8 52 1.33 ~ ~ rnl DRAINAGEI ~ a i 4 1 i
1 ~ 0 t ~ i ~k v ~ ~ i ~ ~ ° EAS CB1 ~"s~ ~y r~~ 5 a
1~ , ~t~ , r ~ ~ ~ oo~ EM ~ r''• ~ !5 ~ / - 1 2.6a X Cb 54 .46 I ~ 4.72 •
j ~d°, ~ ~ ~q, ~ FFE = 40 ~ FE = 39 .1Z, ~ - - ~ 4 ~ ~ ~ 21 1 R 0.66 X 56 4.36 p
~ . v ~ ~ ~ ~ ~B ~ I , GFE = 1. 3 ~ w ~s / 8.50 ~ , ~ - 1 " N ,1 - / FFE ~3 ~ A ~ ~ - ~ ~ 8~3 0 / 1a0 15 R 1,61 X C8 58 1.10 -
~ , ate. ~ '~..,.1 DROP ~ 8) ~ ~ y FE 0, 7 ~ 0 795 ,L t I \ -0 , - e , ~ . 7 S 51 a
y . \ I . L d ~ ~ L, ,~~..,~r ~ ~ I ~ I I ~ ~ / ~ / 9 E 3 .00 P a 1 , ~ ~ WJ I l l r ,w 1 tat ~
,L1 ' ~`'y~ tit~~, ~ t_., I ~ ~ ~ ' ~ -GFE - 3 3 3 1 -1 3 1__ , / 1 I ~N ~ 1 i ' ~ ~ CU VERT: 195 LF ~ O ~ ~ ~ ~ 20 ~ , 0.92 X 1 O
~b • y-.,, L~ . l , s 1 i 3 t DROP B ~ 4,, ~ I I ~ I ~ ~ + ~ LOT 1.a 1 C 4 rr - \ •5 s ~'F' 1 ~ - I LOT / 4 1 ~ ~ . , A ~
- ~ ``4 ~~a.~.. '<< 1 ~t C 1 r._ ~ FE - 398, ' ~ o} G = 4 0.33 ~ ~ 6: VARIAB _ ~ L T% ~ t~ 4~~ ,FE = 398.0 i ~ ~ ~ ~ ~ / ~ U (r N
~ v ; Q I FE Op• ~ ' j / " ~ ~ / - ~ D a GFE - 3914 D SLAB ro PRIVA \ STRUCTURE CHART ~ ( ) , GFE .3 `1 ® P S A GFE = 3 4.0 ~ CE4 I ~ ,38 ~ ~ ~ LOT ~ T 79 ; G E _ m, ~ P SA ~ ~ _ - t p l ~ ~ IZ
LT. T C a PoU IN T - ~ ~ ~ ~ ~ ~ ~ ~ ~ a 5 ME~~T ( S\ ~ IN T IN T ~ ~ ~ ~ ~ 0 LA ~ ( / A \ i FE = 95,00 I FF - 386.00 ; ~ ~ L--
~ , ~ ~ . ~ ~ LOT 796 STR NO STA RT, E1.EV IN PIPE IN IN 2 PIPE W 2 OUT PIPE OUT ~ - ~ a ~ ~ 0 1 ~ ~ J 1 ~ ~ ~A * - G 4 ~ 'c ~ ~ % 14 ,n ~ JCJ i GFE 391.3 38 .33 ~ D v ~ e (r , , i ~ .b. ~ ~ ~ C~ ~a. - ~ M
~ . ~ ~ , ~y • ~ ~ ~ i DI 1A ~ ~ , ~l i 3..33 I _ I SLA T I ~ 1, ~ ~ - ~ ~ ~ ' l /~Li/ r~ . T 9P~~~ M ~ ~ ~ o Z Z I ~ / ~ ~ ~ ~ E s.oo d I
1 T I ~ ~ 4 OT 7 ~ 1 (DROP SLA DIgA ~ } 1 \ = sot o i eti o x i ~ ~ / 0 ~ G - 3 .00 ~ ~ CD
T 4 ` `7 E= 98 00 1~ I I ~ Qi% ,t ~ -
\ I GEC 33 ~ 1 ~ 5 7 1 T ~ +8 L . .6 4 1 24 1~ ~ ~ I ~ I (ROR ) ~ ~ ~ 2a' ~ A ~ / % - z1 ~ ~ ~ ~I~ , TE stoRM ~ , ~ ' ~ Q \ ~ ~ I DRA AGE EA EMEN ~ ' ~ _ ~ ~ ! ~ ~ W 2 ~ OT 0 \ U
C8 6 28+6 T. 1 4 4 ~ ~ D~E ~ ~ I ~ ' ~ ~ I CF i/ Ir ~
~ 1 ~ I 1 ~ - ~ ~ I I ~ li ~ LO 79 1 I 1 I ~ C ~ DI h ~ FE 38 i 0 / f``' ~ ~ ~ O Mq ~ l - GFE = 385... - ~ ~ \ ~ '0 ~ ® ~ ~ - , / ~ ~ m
T ~ L-( I ~ 4 1 \ l i ~ / ~ - 404 0 + T . 5 45 4 4 L. ~ \ LOT ~ , ~r ~ ~ _ ~ ~o ~ ~ ~ l it = ~ 1 ~ , 7 x ~ ~ 69, F(- , _ ~ / / ~ W J ~
T, I 24 ~ \ ~ ~ i i ~ FFE = 3$7.00 , ~ ~ ~ ~ ~ '~a ~~o ~ ~ , 29~ L ~ 2 C~~P ~ 3. 14,, E 87. 0 I e ~ o \o -U
I 1 1 t 1 1 18 ~~t ~ ~ DI10 ~''t , ~ V GFE 395. ~ ~ : ~ I ~ I ~ OT 79 , ; , _ - \ 9 ~ ~ / \ ~ o ~
I 1 I F ~ ~ ~ RIM = 395,~0~~ ' v V ~ ~ ' I I ~ ~~'L, i , ~ ~p~_ , , ~ INV. = 39 , A ~A ] o'' 9 F - I E 402. ~ ~ ~ 9 - FFE - 3 .00 ~ ` ~ ' e
~ ~ ~ ~i 0 OQ \ ~ ~ i i ~ u ~ F t1 s ~ ~ fE - 403.5 ~ ' ~ 0. ~ ~ V ~L ~ 9. ~ GFE 401. 6FE = 00. ~a ~ V ~ ' FEE - 403.5 = LOOT 00 ,GFE = 38 3 ~ 1 I ~ 1' ~ DI 4 92, ~ - ~ /
1 A 7 36 'a'', ~ p ,p / FE 7. ~ GFE 401. F~ = 98. ~ ~ ! 1 ~ ~ 1 96 se / 1 / ~ , 2 ' ~a
~ L ° r GFE ~ 399 0 - _ n / 1
14 21+46 RT 74, 2 ~ /+.L ~ PRI qT 0 M ~ i ~ ~ 310.25 15 ~ ~ \ ~ ~ ~ =389 ° ,7` 397; ~ ~ ~ , ~ ~ , EC? 395. ~ 1 s ~ W ~ ~rs M 1'
1 19 1 T 1. 1 C~,~,'1 J' ~ DI10 ~ 1p D IN N'f ~ ~ .9 l ~ `,AV'+~~`~.~ ~ , RIM. 3 ~ ~ V ~ ' i ~ I ~ ; '~i~ t 1 I FFE ,39 y' ~ , r
1 9210 ~ 1 +15 RT. 11 1 30 ~ ~ ` ~ u' ~ A ~ ~ 1 4 T 1 4 1 A ~ ~ ~ INV. IN~ = 3870 12" ~ \ A ~ i as ~ ' ~ ~ ~ GFE- ~9 3 FF - ~ 1 ~ I's ~ ~ , A ~ g2 ~ E _ 39.0 'FFE ~ ~ ~ FF = 3 i ~ ~ U BFE, 387 G~ 95. _ , ~ t~,
1 4 T 1 ,l V ~ .INV. IN 87.25 ~ \ \ ~ i ~ ~ J ~ t , F 03.00 C I C ~ ~ 'FEl = 3 5. 3 ~ ~ GF =!390. , ~ g, ~ o ~6
19 17 5 T ,67 4,1 ~ ` i ' , ~ INV. OUT = 3 7 A ~ ~ ~ E-37.0 ~ 1 ~ s>o ~o,` ~ y2 ~ I 1 ~ ~ , ~ i ~ ~ ° ~.,yyh. ~ ~ ? 1 ,
. 0 30 ~ 85 LF - ~ ~ol I 50 I ~ . T CMP ~ E ~ 405.0 i a ~
4 1.2996 ~ T .~,i A l '~~S' ~ ~ ~ EIS 1 G E 403.
~ ~ ~ CB 14 4 RT. 4 2 4 \ B LF - 12 ~CMP fi ~ I ~ c 4 2~ I ~ ~ ~ fig,, B , ARIABLE P VATS 1~ ~2M rT
24 14+4 L t ~ ~ \ \ ~ ~ ~ ~ ~ ~ ~~0 51 4 4 ~ , ~ ~ 1 ®8.8Q7 I k `I CB 5 + 9 T. 91 ,00 1 5. 24 , A~ ~ ~ FFE = 405.0 py ~ ~ ~1a-. A R,) 's ~ i
T 1 1 ~~i _ r GF =403. , ~ . ~ I ~ LO 52 ' ~ ~ 1 B25 ~ \ 52 I ~ ~ ~ ~ ~ ~ ~ w
~ ~ t`~ ~ I EXISTNG LF ~ FE = 05.0 1 1 ~ ~ ~ ~ ~ I l._ 4 / ~~`r ~ X15' ~ O l _ ' i /
1 ~ o t 1 , \ ~ CO~IRSE ST D lOQ _ ~ i GFE = 4Q3 C8 29 + LT. 94. ~ -r ~ ~ - ~ 1 4 ~ 1 , RIM 3 1 - 93,0 53 , ~ \ ~ o. , . ~
T 4 ' DRAINAGE PIPE - I ~ ~ ~ ~ 1NV. IN ~ 38 ,60" , FFE - -•r ~74QE . I _ ,SB9'JJbO• ~~lrtd~;,~:. FFE = 403. y - -7 ~o.e,r~- R.~ao.da ,
T 1 1 , t I I V. OUT ~ 38 ~5 15" 1...., , ~ GFE. - i-._, r GFE. = 401. 3 ~ % ~ /
1A T t 1 I ~ ~ ~ ` ~ INV. - 389.00 _ OT 54 ~ _ ~ - - _ F ~ 404.17 ~ ~ V ~ ~7" -
1 ° 1 J--. ~ ~ . 4 1 \ ~ ! A~ ~ ~ ~ ~ ~ FE. = 400.5 ~ i I ' / p ,p / . '
11~ y y°_`~ ` ~ 1 1 i ~ y, ~ - DROP SL .LOT 755 ~ e / Y 0 _ ~a
1 ~ 4 o I ~ ~ 1 ti~ ~ ~ y + OQ.fia ~ 1 1 ~ y x i ~ 4 40O.fi,p-~ - FE 4035 , 1 ~ C8 8 1 z + ~ /GFE = 399.3 56 -2~ UTI ITY I ~ ` ~ lICB ' ~ a 1 _ ~ v
~ FE ~ ~ 1 ~ ,,u~ I ~ ~ ~ ( _ ~ 00 ~ I ~ ~ ~ ~ ~ 1 ~ • ~ P _ ~ ~ 00 01,00 \ ~ . DROPS E = 403.0 - - NT WID ~o ~ x+ v ( } FE = 399 3 T RM ;
4 , ~ ~ ~ 20 PRIVA n. ~ ~L , ~ ~ H4 ~ h A. ~ a. 1 4 yh} ~,~,:.~s; , . , .~.OR.~NAGE EASE 20 PRIVA RM ~ _ / ~ _ ~ ' T ~ ~ D IK E EAS M N r-I ~ DRpP~SLA OT 757 ( I ,DR.gINgGE EASE ~ ( ) \ g ' w
, • / ~ FE = a LO,T 758 I I OT 699 3 I 02,0 _ LO 9 ~ I
45 LT. 71.34 14 4 1. 24 ~ k ~t' ~ 1~~ ''r EXISTING GOLF COURSE / ~ HOLE ~ DI3 N +45 RT, 3 1.34 .90 18 1, 24 ~ X12 ~ FE = 398. ~ E - 401, 0 F = 395.00 ~ - - t- - - - - - - 1 FFE=-4 ,17 ~ ~ ~ 8 ~,..ti - _ _ GE-39 3 , R G -
Q _ ~ A +5J LT 37146 18 6. 1 1 , ; h~ t ' ~ Rltv DI318 ~,n.1 - (DROP SLA _ -GFE-.=~3 ,50'~ s~ - 393,00 RIM - 399.0 oo Rf~P-SLAB) `,,A '
~ I T ''~ti~ ~ INV INV, = 394,00 ~ ~ - - ~
N 41 T 1 1 j ~'c , , , ~ ~ ~'1 , ~ ~ / _ ~ ~ , - i _ _ ~ 1 r=fa _ _
1 ~ I p P ~ \ i 5 7.9 1 7 1 I ,~7. r.r ~ ,,t~ _ t 4 1 ~ L., ~ , _ F, - _ _ ~ - - ~l ~
25'x30' SIGN EASEME Q ~
o I 1 1 F. ~ - I I ~ 1 ~ ~ _ - to 1 , ~ _ ~ I~, ~k
C i 1 ~'a S~, ~ 1 • ~ ~ ..x ,~1t ~ FE 47 4 ~ , . . -
I\ I I I , v
~ 4 4 I 4 ~ 1 1 ,t~ , ~ J n ~
4 I t/ ~s 1 1 1 + T. 1, 1 65.35 15 4 4 4 24 ~ ' i~tl ~ ~ ~ ' ~ m ~ ~ - -
p 1 1 7 4 ~ f i~ ~ r ~ ril ~ S y r ..1 I~ _ i ~i9 I' .III ~ ~
571 I ~ ~'r ~ ~ •t.' ~ - , f~ T [ J 1 , 1 ~ ~ ' ~ ~ ~Q _ _ _ r ~ „ - ~ F-~ ~ ~ r ~~I ~ raj PROTECT N0,
c 1 r~. , o t , ~ ~ 1 T ~ 1 ~ ~ - ~r-~,' ~„4 I J ~ i( ~ TOL-99110 l ~ 1 a i~~ ~ ~ 11.
1 T i ~.'T ~ ~ - -.F~.,- ~ ill ~ F11ENAbtE: 5 ~ ~ I w W l d D G
0 14 4 T 1 1 ' f ~JJ t ~ r kJ ~1, 'y r l l~ ~ Y l - - ~ '~~~.1 I 'is' ~ I I _ f _ ~1 ~ i I , r ~~U~ O"~ _~i""fi~` ~~..I` l ~ ~ES1cHeu br. FI_H /~1A
ti GRAPHIC SCALE I r _ _ ~
60 0 30 fi r7 s 1 ' P 0 o izo 240 PHASE 8 -LAND BaX •,K-i" , l
t (UNDf;R'CQNSTRU-, Q'N ~ ~ y... 1`1 f ~ ILL =6p'
-rz DLP EDA hea~r 1 0-15- 2001
E ' ( IN FEET) 1 L1
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i ~ ~ ~ UM D PARTNE HI , ~ ti 4 99 - PG 1624 ~ T~ ~ ' `h , ~ BOM 19 ~ -w-~- ~~„µ~y_.~"_ _ ~ Y .............w...~,..,......._.
i I I ~~`ti ~ ~l, PIN 6758,02-98-4964 t I I ~ ~ ~ ~ _ ~ ,tit , ?i "U , ~ d _..,,„,,,:~w~;.~,...,~ ww ~--w....._.„ - "
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PIP INF wG~ ~l I I `4 '4' ' 1~, ~ - EXI T1N8-20'-61~ - E OR~IATION Qua ~ Y F RALEIGH ? ~ ~ ~ SANITARY SEWER EASEM NT ~ ~ ~ 40 US STR LENGTH SIZE ~ TYPE SLOPE DS STR SEE REPOR I ~ w A ° o~ ~ ~ ~ , _ E ~ , s, ~ ~ y , rn ~ _ _ -_.M.... x o /i VJ
I to 1 5 P 1 _ - • - _ _ ~ . 1 191 ~ - - ~ ~ I 1 , uti, • O p
2 12 LF 30 RCP L = ~ ~I 11;.'., \ '~~4, • , ~ 5 X I to 1 .14 ~ ~ ~ 1~ • _ - \ ~ A ~ q 4. \ ~ ~ F--1 ~ f ~ ~
s~ ~ a ~ o _ _ _
1 ~ i 1 ~ ~ ~ ~ ~ e~S R ~ r ~ ~ ~ , ~ v 'r1.~ C I ~ \ . ~ 1
i ~ ? ~ ~y `'V ~ J ~ ~ % ~ a s ~ ~ 1 ~ z~ x w
I A 1 _ r~; _ - _ ~ ~ ~5 ~ ~ ~ ~ `ti ~ ~ COMBINATION X50 GI IBINAiION X50' GR€ENWAY - f; ; - - _ , w
1 1 41 ``L ~ ~ ~ it I ~ , ~ ? ti \ ~8 i _ .,EASEMENTiT(3~BE~DER C8 24 RCP 116 X ! ~ \ ~ ~ ~ ~V 'S0 RIPARIAN 8 ~ _ _ ~ ~ I ~ ~ ~s' ~ ~ W ENT T(I.BE\ DERICATED AND \ ~ ~ N ~ ~ ~~1 ~ i~ ~ ~ 'Z 50 RIPARI7~N ~ ~ ~ ~ BUFFER _ ~ z Z
C9 CP 1 , '~ti ~ ~ ~ • ~ ? ~ , 24 . 6 % B 1t.52 `r ~ ~ ~ . ~ ~ -r. r ~,I,, ~ ~ (AS MEAS RED F OM IS RED F , - - _ , - / p: ~ ~ d ~ o sOM itiOP^OF BANK) ~ - ,
60 18 CHIP 1.09 X CB 9 10.82 11 \ ti ~ ~ \\~o ~ f` r, ~ "',r~ ~ r~•? „ rom... _ k ~ f'~.1 ~ , A ~ ~ D t0A 5 1 P 1,29 I 1 7~ ~ ` ~ ! J`y~ ~~ti k \ \ ~ ' ' / ~ _ _ ~ ° ~ ' ; / / f ~ v W ~1 M o 0 ti . _ ~
r '4 F. r' ti, ~ 1 } y 'I A ` k. 1 12 P L88 ~ I 1 1.1 '~ti ,y ,q' ``ti h °s ~ A / `V' ~ ~ t~ ~ 1 O
DI 1 ~ { 1~ r.~ ~ \ ` ~ a w 1 3 CHIP 1. 11 . 4 ~ ` n ` ~ ~ \ ! ~ ~ x W ~ ~ ~ ; ~ , ; E-+
CB 1 4 r.---~ I ~ ~ mil. 94 if 15 RCP 1.06 X B 1 1.6J , ~ , , ti < ? A ~ ~ . W,'~~>! ~ ~ ~
C8 14 32 15 R 1.25 1 -~A , ~ - , ~ ~ ~ 1 ~ 1.17 _ - _ ~ ~ \ ~ ` ~ \ ? .
/ _ ~ _ ~ V ~t ~ • ` ~ 4 4 ~I W
1 1 1 ~ ~ ~ ? ti , 1 ~Ir r ~ ~ ~ f ~ t )`1`~, f~ ti ~ 'rR~ ~y d f ~ " 11111 "c- • ~ . ~ ; 1 r ? -~ak~ 111
20 CITY .OF RAL {J , _ ~ ~ ~ , , ~ ~ ` I ~ \ 1 1 4 4 R _ SEWER EASEME _ T ~ ~ ~ \~r ~ ~ o ` ' ~ ~ ~ . \ ~ `w .;ti ti I ~ Atli ! r ~i
C8 _ - • - - _ ~ ~ ~ ~ - 1 8 24 - ~ ~ ~ RCP 1 2 z i ~ ~0 732 ~ ~ - i `
4 R .9 X 2 F'E Q 373 ~ ~ - - , :ti . - _ ? 1 ~ - ` ~ A \ , ;i ~ ~ . ~ ~ f SEAL " ~ ~ , t' l' ' ~ r
a RCP 1.2 CB 23 18.1 F E - , ~ 1J3 ~ ti ~ ` ' e„ = _ CB 25 LF 24 R 5,21 B 24 17 75 G E d~~~ ~ A ~ ~ > ~ ~ J ~ ~ _ ~ ~ - ~ _ : ~ ` ~ ~ ; _ , _ i k ~ 26414
_ 1 _ _ A 35 \ ~ / ti ~ ~ f i ~ 1 N ;'r"~~ ~ ~ 1~
2 uT1urY - r ~ , I ~
CB 28 32 1 CP 1 ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ - ~ X 21 192 ~ / / ~ 1,,, / ~ .EASEMENT i ~ 4 ; ~A ~ \ \ ``d h. ~ ~ - ~f~ '~;d :r I t\'~ i r~ //llflllil11j1 ~ \ i ~
/ ~ ~ o ~ ~ ~
~ - ~n~ . r. l 1 1 1 a , - ~ ~ -rpT 730 ~ ' 't,, • 1
- ~ LO 729 ~ ' " 1 1 / ~ ~ ~ ~ 4. ~ ~ `4 ti l y 9u~9 J ~ , ~ I ~ ~1 I ~
1 1 ;i ~ / G 37 3 FFE _ . 0 ~ ~ 1,~ ~ ~~r / 11 1 1 1 1 ~ GFE = 3. 3 i ~ e r Op J ` w OD ~ ~ , ~ , r..._ _ ~ ~.I
DI 32 1 4 R - ~ - DI 33 1 9 7.56 0 . ~ a 0 ~ ~ ~ ~ ~N~T ~ ~ r.
2 C4P ,1 I 32 LO 7 ~ ~ DI 34 2 1 P 1 I 1.1 ~ FFE/ 37 p E 37 - _ ~0 724 I I~,~; w
36 171 4 5 RCP `D ~ = 3 `0 _ ~ - - 11 1 r' ~"'u"'r',~'~ I GF 70.33 FE i ,;nr - E - •4
CB 37 28 4 ~ e H ~ ~ ~5` ` " ~ 3 2 R 1. 1 1 n , ' / FED= 366A 7A 64 4 R J l ~ ~ ~ / I - FE - 36 T T2 ~r ~ i \ ~ \i ~ '~h. ~ ~ ~ I. ~ ~ ~ r`~ ` 100 YR. FLOOD PLAIN d 1 ~ ~ ^ ~ - , T 722 ~ . ~ ~ ~ : ~ ~ , ~ ~ ^ N
B 1 1 .77 ~ ~ / _ f" i ~ ~ ~ / I F~' FE J58.0 - 4 4 ~ ~ R ~ ~ ~ .50 ~ EE = 365.0 ~ F - A 1 C o ~ ~ ~ k ~ - ~ F - 3 _ A i l ~ ~ ~ ~ ~
4 ~ ~ ~ ~i , ~ ~3 ~ FE = 357. FE - 1 1 ~ _ / W~p~,~ - 72 ~ o - 3g3~ FE = 33,3 ~ v I 1 ~ ~ - ~ ~ 4'
C8 39A 50 LF 18 R 4 ,14 / ~ ~ ~ ~ ~ ~¢'r.i ra . ~E /560.0 = .00 ~ ~ FE = 355~~ 1 ~.0 784 i 4 9~"w r ~ - _ F 3 LOT , ~ ~ , ~ I E 55~ ~ ~ N ~1 I ~ D ~
4 GFE _ ~ ~ ~ ~ 67.33 ~ ~ //6F =,~B~tA ~ i 4 1 > ~ ~ \ - ~ _3 Do 2 ~ ~ W ~ 364.0 ~ 'y~~ ~ y, , ~ ~ ' , , , ~ ~ 1~~~~, t .3 ~ ti ~ o
F = ~ ~3 1 - ~G 377 30 / 10; / ~ ~ h ~ ~'~ab.~, ~ ~ (gg5' ~ ~ 3 8 LOT ~ 0 \ ~ ~ ~ ~ / / ~ S4 @FE 4.0 FE ~ 36 .0 A ~ ~ . ~ ~ ; 1 'ti'r
4 A 14 1 RO ~SLAB).~ Q ~ - ~ ~ ' ~AP~ ll ~ - ~So 1 1 a / ~ I ~ ~ 7- ~ ~,,o; R ~ ~ ~ ~ ) ; DI 43 164 If 15 RCP 1,01 X 4 190 ~ , ~ ~ i~1 . 3 ~ ~ ~ ~ . V ~ ~ ~ a , I ~ ~ ~ ~ t OQ•, YR. FLOOD WAY • ~ ~ ~ 61:3 e ~ • ~ I I ~ ~ ~ u~ ~~~,ti ~ ~ CUU)
E \ _ ~ ; 3 ~ 3 0 ~ Ah . p 4 S ~ ~ 1~ 1 i ~ ~ ~ r , \ l` . ~ ~ k
OT 783 1 I ~ ~ FFE - 362.1 ~ 1 ~ ' 1
~IH 14 ~ / 378,0 / -C858A ~ 8 lF 24 CMP 7. 1 % S 4 1 f ~ ~ ~ , 7 1 t~ 1 _ OT 7 2 ~ ~ ~ ~ ~ GFE - 3 ' i~ ~ q E DTH Pg ~ ~ 15~ ~u ~ . -'~a~, ~ 4 24 RCP 1 4 11H 48 206 / " ~ ~ 360.5 ~ ~ ~ ` ~ ~~~^~ti, G Z h-
E 377:,00 - ~ ~ ..~_A . 4 R 1.5 X C8 49 1.14 ~ (DROP SLAB) - 1e ~ ~ F, E SEMEN B 5
1 24 G 373,33 ~~i; ~ ~ - G RCP X C 1 . - - ~ i LOT ~ ~ ' S, ~ , . ~ Q _.M ,
4 ~ ~ (DR 5LA ~ _ ~8 ~ ~ ~ 36 ~ 1 1 v" ~ P 8- FF ~ ~ 1 ~ ' RIVATE TORM ~ ~ , ~~I X376.00, 1 1 r r; ~ LO _ _ _ ~ , ° 1^71 'I' ~ ~A ?r~ ~ ~ ~ ~
1 D WAGE E EMENT ~ ~ ~ ; ~ GF = 372.33 FFE 373.0 y r~ w- ~U ~ ~ Q o r` ~ ~ E = 362 0 ~ ~ ~ \ ~ ~a ti~' ti ~ ~ ~ m ~ U ~ ~ F ~il ~ ` ~ ~ N
C~a; , o s Ae OT~ ~ \ ~ 4 1 R 4 k , ~ ~ (R ) GFE = 369.3 ~ ~ ~ _ - F E-=,373.00 ~ ~ G ,350,3 i ,AIL ~ At, ,ti` \ ~ ~ p FE~ 352:00 ~~u~~,. \ ? . ti ~ . ~ ~ ~ I
1 1 4 - - - - .'~~Y' ~ SLA) _ E - 369;33__ ~ OTC 1 ~ ~ > Z , t. i ~ ~
~ 1 D144 ~ ,r ~ i . J Dl ~ ; ~ _ ~ FFE = 3~ .0 r ~ o , - - LAB' - _ ~ RIM = 37 ~ ~ ~ 'R -~36 , GFE = 68.3 - 0 _ _ ~ 9 50 E 371.0 L0
1 I U.%IN , 365,60 1 1 R 1 1. 0 DI43 ~ INV. IN 3 - ~ ~ ) G E _ •367,33 fj . ~ A ` , '.33 :...,369. / - ~ ~ ~t~ , x Q =
I 1 . 7 I -INV _ _ , ~ ~ ~1 V, OUT • _ 4, 3 RIM 376.00 ~ 371.90 ~ ~ 365 SCAB _ I 14 1 P 1.96 z I 0 INV. IN = 370,70 ~i ITT , - ~ ~ \ B) F~ = 365. ~ ~ ~ ~ ~ '~r _ 'ti~"V ~ ~ LLB
~ ~ ~ ~ ~ ) FE• - DI s1 141 1 P _ ~ OT" i 1 ' 170 X I g INV. OUT - 370.45 .J Z 0 X19 - . ~o LF ~ ~ 2 ' PRI ATE STORM, ~r~ C853~ ~ ~ , , ` ~ SL _ LOT 7 1 ' ~ ~ _ O
_ ? / 12 - I to 1 1 P 2 I 1 i - 379, ~ _ ~ Chl _ ~ DR NA E`' ASEME , 6 - ~ ~ - 36.0 ~ ti' ~ ~ 1.7py ~ F LO ~ ' I 1 ~ ~ ` • ~ Q FE 367. ~ 1 f ~ \ , 20 ~ 1. ~ ~ r, ~ ~w
~ G = 375.33 L T 7 G ~ 4 , z _ - 37 3 ~ ~ S 14 \ T \ (DR SZAB ~ _ 0 , _ CB52 1~~ FF ,~n 1 - ~ I. ~ ~ ' V ~ 7 (Y GFE 3.33 ~ E ~ 361: ~ f ~ _ ~ ~ O Z _ ~ I' 1 ~ ~
FFE 379,Op ~ / Q ~ / ~ ~ 2 N - T T I IN T IN T IN T \ ® 1.9 _ ~ GF = 375.33 ~ ~ / , % - ~ 6~ ~ Dt ~"'~1 ~ O (DROPS B 't -`359. t i(/ ~ ~ iz ~ ti 1 _ . `ti
S1R NO STA. RT. EIEV IN PIPE IN IN 2 PI DP4~ - ~ - - i ~ ~ ~DI60 _ ~S ~ . PE IN 2 (A1T PIPE OUT DI4 _ D OP SLAB ~ ~ ~ / ' , _ ( I ~ I ~ 1 A 1 _ ) ~ RIM, = 367,00 \ Dt _ , 5 CP ~ ~ f I~r , , ~ ~ t ~ \ V ~F W ~ ~
1 ~ RIM - 31 .00\ ~ I i . / / , ~ _ 1 ~ INV. OU = 372.6 ~ / SOT 766 IN - .10 ~ RIM .00, ~ ® ~ 1 `F. ,E - I , ~ r, 1 ~ ~ ~ , ~ O
11 ~ ® - - DI8,1 A I ~ - ~ F = ~ V, OUT = 3 0 ~ INV~ I 360.5 1 " E F r ~ ~ ~'r \ti, ~ :A,
I 1 A 0 RIM = 2. OI ~ ~ ~ ~ 382,00 i ~ ~ ~ ~ DRAIN 31, ,7 ~P ~ ~ _ ,1 = 360:0 A T i S$ ,OUT =,368. Y ,GFEi- 3$0 / r n DRAINA A~ EMENT ( I IJ~. L T 716 I `y ~ ~ _ ~ ~ ! r ' ~1 ~ ~ ~ '
1 1 T 4 - ~ ~ to ~ ~ ~ 1 ~ J ,01 ~ , 1 6 ~ ~ FFE - 363, MBINA N~' .~-.t. ' ~ ti ~ \ i 0 20 CITI' ~ ~ ` ~1, ~ ~ GFE = 61. ~ ` , I ~ ~ ~ "
1 ~ c \ I ~ \ i ~ / ~ 1 14 1+46 RT, 4,5 / ~ Q 7 . 1 , J>, ~ ~ ~ ~ ~ . ~ R EIGH ANITARY SE \ ;,g 1 `I / ~ ~ ~ ~ N~ti ~ ~ ~ o E EMENT ND ~ ~ ~ >
1 1 1 LT 7 371.2 1 3 .QO s~ ~ ~ ' ~ 30 ~ n 1 19+15 RT. 377.1 371,60 30 - - - ~ A / / - LOT 771 ~ I 6RC-~Nwa~ EMIT ~ ~ ~ , ~ ,a
4 T 371. 30 - r OT 761 ~ ~ ~ F 38.0 , ~ o ~ ~ 4 1 FE , ~ T 764 =382.3 ~0 s LO L LO - 3 0 7 ;a , rt- - ~'t, ti ~XISPNG 0`.CITY~O c, °~FA"9 T ~ ~ '1 ~ F, RALE 1~
1 4 T 1 1 391,0 QT 762 ' - LO 67 FE 379,00 ~ GFE ' .83 4' - ^ ~ _ `~+NlTARY S R b a 1 R ~ i ~ ~ EWE E EMENT`~A~Ip ~ ~
1 1 T FE - 389, - 0 763 E 385.0 - 374.00 E 377.00 LO 7~ 4 4 F~ - 3,89.0 , ~ E - 81,0 77. ~ 1 RT ,7 4 FE = 38t. ~ = 3~7. FE 387.0 = 3 _ 3 7r?. 376.Ot LO 7~ C ~ ~ 15 ~ ~ ti~ ' i~ r~ ~~~E W Y EASE EN ~ \ ti ~ ~ ~ 376.0 ~ 1 I ~ 34,5 ~ I
1 1 i 0 FE _ ~ FE = 38 ° ,37 , GFE = 73 4 379. S, GF = 73 V tih ~'>t, I '7# 3 2.8 ~ ~ ~ ~ "i " ~ ~ ~ I
1 1 T 4 4 F~ = 3~, ` ~ ~ l ~.1 ~ ~86~`
\ ~ ~ ~ ~ , 1 4 4 4 4 , _ _ _r_ CB 24 14+43 T D0 4 ~ _ CB85 15" RC
18 24 ` ~ P T 1, r, ~ ~ ~ MJH ~ Vf LOCI ~1 i ~ ~ ~ ~ ` ~ `ti ~I /I t
6.W 51Y77 2~YE- CB 6 31+69 RT, 1. 1 a i 1 1 r ~ ~ - sear ' e+oo r , ~~r- ~ FES47 ~ DISSIPA 1 it ~ t ~ 157.59 1 ~y~ Tlf ~ ~ 4 ~ t
1 T " 1 4 4 i ~ ~ ~ T 1 1 - _ ~ 15 ~ ~ ~ ~ ( ) I J I A, ;;j ~ 1 ~ y ~ ~ 7 ~ ~
- - ~ „o ~ ~ Ncpaj ~ z iPRAP ~ ,1 ~
A + T. 1 C ~ ~ E ~ E EN,T 1 ~ ~ ~ ~ 12'LX2 i` 2
i 1 1 ~ um ~ ~ 08 = 1 714 a I ` ~
8 ~ I _M_" ~ ~y ~ F~ 360,0 ~ , ~ - ~ ~ ~.~s'^, ~
t ~ E , - 6.OQ I 1 39 ~ ' 4 1 _ - ~ F ~ FE ~ 3 ~ ~ , , \ ~ , \ 1 _ I o 58. I ~ r, l ~ ~ ti ti ,
I 7 5 1 7 4 ~ ~ I ~ l I ~ z, ~ ~~lOT, X38 ~ ~ ~ ' i~ ~ ~ ~ l ~ ~`'a ~ 6~S & ~ 1~ ti ~ `,1 ~ ~ ' ~i'~' A
i ~ l "'I 1 ~ 'ti ~ ! n r 1 ~ l n l \ ~
o S 3 1 ~ ~ ~-EASEME T ~ LOT 70 ~ ~ ~ i ~ ~ FFEj--' 38 . L T 7~ , ~ ~ _ ~ ~ 1 T, ,09 4 ~ _ _ E,= 3 L T 1Y
1 r 4 4 24 .LOT 0 LOT 705 - 379; - X78, ; , ~ ~ E,= 372, 3 370.0 ~ i ~ i ~ r, 1 i E , 372. 0 / M ~ `~ti ~ ~ i _ 368.E i °II ~ ~A 1 , ~ ~ ~i
4 _ + a A l 4 T 4 4 E= 38 .O FE - 383.0 ~ ~ r - 70.3 s ~ ~ ~ ~ 1 ~ ~ ~,t. ` I - - I~ ~I ' ~ 1 ~ ~ ' ~
~ 700 LOT'70 LOT 7 c - F 3 ~ C8 38 0+4 T, 71 14 24 - 3 .33 - ' - ' i 0 1 4 _ ~ ~ i i C8 39 0+4 T. 71. 1 1 24 'I~f E - 392:0 E = 390 0 LOT 7 FE = 87, - - ~ I~> 'q° A ~ OT 3 ~w ,I~ I , ~ ~ ~ ry C7 ~ ~ ~ FFE = 369.OQ FFE - 36>~.00 ~ ~ ~ `
_ 0 w CB 39A 18+5 T 1 6, 1 , OFE - 390.3 E = 3 8. FE = 88 1 I j ~ 1~".._. ~ . ~ _",.,x ~ l l ~ i i ~ ~ ~ ^ I z F i ~ , '~t G G E 36 ~ 367.3 ; 2.33 , I' I , ; 1 ~ .
o i T e i f ~ = 386. ~ 385,3 , _ ~ rv 41 1 T - ~ ~ I ~ ~ ~ - ~ _ _ - ~ i BFE ~ ~ ` 354.00 ~ ~ ~ ~ 1 ~ ~ ~ w . ~ ~ ~ _ _ I ' ~ 1 M"° ti ~
~ 1 1 1 1 1 ~ - ~ I P I ~ i 1 ti _ I ~ RIVATE ST RM ; ~w ~ a ~ r !I ~ 1~ ~ ~ r
1 - - - - - - - ~0- C8 4 A 21+ T 31.9 - ~ -1. ~ - ~ ~ -jam ~ ~ ~ w~ _ _ " EMENT f ~
o ~ - - I 4 ~ , ~ - - - _ - - ~ / - - - - - y.~- ' ~ / 111 _ . J 1 r' ~ ti., ~ , ~ r 17 V 4 ~ ~
1,- - ' ~R GAINING W L!(BY~OTHE~tS~ ~ ~ ` ~ ~ - ~ ~ ~ ~ , v i .,h.~ ti,.+~',~ _ ~ ~ t 1 ~~a, ~ ~ ~ O fir-' s A
4 4 tC~. ~ \ ~ tL' i
~ MH ~ ~ - ~ - ...r,• ~ J 4 4 ~ ~a~ `Q,S l ~ 4 1 4 1 4 jr ~ X80 ~ I I ~-~".,..~,r 1 ~ / ~ ~ ice" ~
1r- 1 ~ - _ ~ ~ ~ ~ ,
~ 1 4 i r- 1 1 T 1 4 1 4 ~ ,I ~ - I / I ,U_, - ~ ~ ~ - I ~L'~ , ~ ~ r ry. -r~ ~ ~ ~
11 / 7 T, 1.47 15 18 1 4 ~ ~ , 'J'i i I ~ i ~,'7 ~~r" - ~ ~ Ir G.i ~r
~ 1 T 1 1 ~ I ,J 9 ~ 1 1 T 1 ~ - ~ ~ ~ Y~ ~ J ~ 1 k, ar ~ ~ _ ~ >4 ~ ~ ,.,a
~ 1 1 T i ~ . ~ . i 1 " ~ . fr,, ? ~ ~ q r.~'~~.a J . I I ~1 W _ ~ f
C8 1 + 1 RT, 36 0 ,40 1 ~ 0 5 15 , - - 7 1 12 RT, 364. 360, 15 15 _ ~ ~ ~ ~ ? PRO ; , ~ _ " ~ 1` ; A, ' w TOL-99110
_ ~ ; , EXISTINGI GOLF COURSE CB 14+ T. 5.t 15 - ~ j - I~'~iOLE X13 rn 15 / / - = f ~ ~ ~ ~ ~ l~, ~ a - ; , a
I 1 T ; ~ \ 0 1 ~ L99110 -G2.DWG ~ , - ~ I~ ~
~ 4 1 1 rJ \ ~ J / ~ i \ - - - a so \ , ~,r , ~j . ~ '~~~U^ ti ~r ~ ~3 F, QE6IGNED~Y;
361. 381.0 12 u t m w ~ - - i / I ~ 1
DI 1 369-50 365.60 CT) 1 12 365.50 1
368.50 12 DRAWN BY: DLP
CD I ca 162 1 9+00 LT. 364.70 359.70 Lcs 163 1 9+00 4 - l T 364.70 360.00 1 r. SCAM n l
15 i- _ _ - - C) CB 4 6+15 LT 1.24 .50 4 5 1 G =s0r RAPHIC SCALE
C8 6 6+ LT. 373.51 368.50 15 366. 1 T ry 368.50 1 _ - - - I DATB: 10-15=2001 60 0 30 6 1 0 - - :zo 240 W
o --1 381.70 \ G SHEET NO.
C8 68 3+24 L 1. 7 377, 15 < -4B
Z r.._ , r IN FEET )