20021804 Ver 1_Complete File_20030307

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Apr 25 03 03:30p FENNER & PROFFITT, INC
01/23/200:3 10:23 ubbbebtl tlW ll ?tKliW
252-237-4138 0.11
r-F*-W- 04
7M. a; J
v NORTH?EJ?1tOLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
IuDe 5,20M
Shanda Davenport
Rice do Associates
116 New Addition Court
Cary, N- C. 27511
DIVISION OF WATER QUALITY
RALEIGH REGIONAL OFFICE
Subject: Neuse River Basin Rieparim Buffer Rules
NBRRO 00-130
pentbaley Subdivision
wake county
Dear Ms. Davenport:
On August S, 1998, I met with Steve Rice to discuss the above referenced project. This project is
referenced by the Raleigh Regional Office as NBRRO 00-130. The features represented on the
Wake County Soils and the USGS Wake Forest Quad maps were evaluated to ascertain their
subjectivity to the Neum Buffer Rule- The feature is only represented on the soil maps but was
deterudziod to be at least an intermittent creek and as such is subject to protection under the Neuse
River Basin: Nutrient Sensitive Waters Management Strategy, Protection and Maintenance of
Existing Riparian Areas, Administrative Code T1SA:02B.0233 (NCAC 0233).
The pond is depicted on both maps but is isolated from the subject body of water (the unnamed
ttlbutary)_ Therefore, the Neuse Buffer Rules do not apply to the pond. The appropriated buffer is
delineated on the downstream feature. This letter addresses only the: applicability of the Neuse
Riparian Buffet Rite For information relevant to wetlaid mpacts, please contact the Wetland/401
Unit at 733-17$6.
Thank you for your attention to this matter and if this Office can be of any assistance or if you brave
additional questions, please do not hesitate to contact us.
Sincerely,
Steve Mitchell
Environmental Scientist
cc: RRO/John Dorney
Wake County
H.1t let.fox cusebutlbuM\pembriy.130
1626 YML 591W146 CCKTtR. RFLSKM. MORTN CAROLINA 276f6-1606
rMONC 616.57.-6100 FAX 9110-S7.1710
A. Ept.AL OPPORTUMNY / AFFIRMATIVIK ACTION <MILOYCR • E0% RCGYCLCB/LO% V?V-COMSUMCR /AMR

Apr 17 03 10:57a FENNER & PROFFITT, INC 252-237-4130
FENNER & PROFFITT
r CONSULTING ENGINEERS
125 W. BARNES STREET I P.O. BOX 1265 i WILSON, N.C. 27894-1265
PHONE [phone]
rAX [phone]
E-MAIL fenpr0f1@0nebox-c0m
Date: April 17, 2003
To: John Dorney
DWQ
Fax No.: 919-733-6893
From: Dave Koss
Re: Lakeview @ Pemberly
Neuse River Basin Rules
01b
Total Pages Including Cover Page: 3
Message: O
Response Requested: j ] Yes [ ] No
Copy To: Christi @ RDA 919-875-9200
p.1
F
A
X
Apr 17 03 10:57a FENNER & PROFFITT, INC
1 FENNER & PROFFITT
CONSULTING ENGINEERS
125 ?J. BARNES STREET I P.O. BOX 1265 I WILSON, N.C. 278941265
PHONE [phone]
FAX [phone]
E-MAIL- [e-mail]
MEMORANDUM
TO: John Dorney
DWQ
FROM: David M. Koss, PE
RE: Lakeview @ Pemberly (DWQ #02-1804)
Neuse River Basin Rules
Wake Forest, North Carolina
252-237-4138
April 17, 2003
W.E. I: ginner, P. E
H.M. Long, P.E.
D.M. Koss, P.E.
I understand that DWQ needs clarification as to how we determined the buffer impact listed
in our previous letter of March 31, 2003. The scope of work for the roadway has been
changed by the Town of Wake Forest which has affected the length of the culvert and
the shape of the embankment. The attached sketch shows the specific buffer impact area
for this drainage channel crossing; using our computer, the following areas have been
determined:
Zone 1 Impact Area 10,064 sgft (x 3) - 30,192 sgft
Zone 2 Impact Area 5,554 sgft (x 1.5) = 8,331 sqft
Based on a factored impact area of 38,523 sgft times the mitigation fee of $ 0.95/sgft, the proposed
amount to be paid to the Riparian Buffer Restoration Fund based on 15A NCAC 213.0242 (7)
is $ 36,596.85.
If you have any questions or need additional information, please let us know.
Dave Koss
(?e
p.2
Apr 17 03 10:57a FENNER & PROFFITT, INC 252-237-4138
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mailbox:///C I/WINNT/Profiles/bob_zarzecki/Application%20Data/Mo...
Subject: Re:
From: Bob Zarzecki <[e-mail]>
Date: Tue, 20 May 2003 12:03:11 -0400
To: Preuninger <[e-mail]>
CC: "Todd St. John" <[e-mail]>, John Domey <[e-mail]>
Todd:
02-1787 Villages of Rolesville - RRO recommended to ISSUE it once Todd has reviewed
stormwater plan... they're proposing to use "timber" level spreaders... Todd has been
in discussion with the engineer... he's currently reviewing the plans.
Lakeview @ Pemberly / Ligon Mill Road Extension - I reviewed it in Triage last
Thursday... John currently has the file t(?_r_eviz- *'- tial request for more
information letter ...the dr-4 -- new proposed Ligon Mill
Road Extension (origina. N project and now proposed
as a seperate project) ( )w...I expect a letter to
go out this week. 7 Ste; G` a Z i, ZO)
Hope this helps. o t ?? ?45?? ??ol? ?zJ. _\_kl ?
- Bob
Preuninger wrote: C_
I /w
bob, I C-c,5e t?ov cvcw?-
sorry to bother you agal are from the
client on these project;
o.k., so know i've spok(
apparently you have botr std- - ?A-?)ecifically,
1
so you
also, i heard you are requ,=!s-c ng more info for the ligon mill rd. project.
what else do you need?
villages of rolesville a _
would you please let me •\'.. ? ? btrC.' of ects .
US "-+ , 5 v(; e?ok 1 t Mc ? L i-t__?II
we originally submitted l ,?y J?ZC105,ovember,
can imagine that the cli( C)W lilri'
thanks,
todd
Todd Preuninger
Soil & Environmental Consultants, Inc.
[phone]
This electronic communication, including all attachments, is intended only
for the named addressee (s) and may contain confidential information. This
electronic communication may not have passed through our standard
review/quality control process. Design data and recommendations included
herein are provided as a matter of convenience and should not be used for
final design. Rely only on final, hardcopy materials bearing the
consultant's original signature and seal. If you are not the named
addressee (s), any use, dissemination, distribution or copying of this
communication is prohibited. If you have received this electronic
communication in error, please notify the sender by return e-mail and delete
the original communication from your system. Thank you.
1 of 1 5/20/03 12:03 PM
opr
3 09:50a Ross/Deckard Arch.
[phone] p.1
Ord Architects, P.A.
Apr, 01 03 09:50a Ross/Dockard Arch.
j FENNER & PROFFITT
1 CONSULTING ENGINEERS
VV, -, 125 W. BARNES STREET / P.O. BOX 12651 WILSON, N.C. 278941265
PHONE [phone]
FAX [phone]
E-MAIL - fenprof a@oneboxcom
NCDENR - Division of Water Quality
Wetlands/401 Unit
2331 Crabtree Blvd,
Raleigh, North Carolina 27604-2260
Attn: Mr. John Dorney
Lakeview @ Pemberly
DWQ Project # 02-1804
Wake Forest, North Carolina
Dear Mr. Dorney:

We have received the latest correspondence regarding the subject project and are providing a detailed
description of the measures to be taken to accommodate the Neuse River Buffer Rules as required by
15A NCAC 2B.0233.
1) Ligon Mill Road Extension: Our original interpretation of 2B.0233 was that the impact vas
limited to the "covered" portion of the culvert section, however, we now understand that the 150 ft
limitation must include all of the activity within the buffer zone including the toe of the embankment,
culvert wing-walls and drainage considerations. After careful consideration of a possible headwall
structure to force the road crossing to stay within the 150 ft limits, we have recommended to the
Developer that mitigation be requested based on the table in NCAC 2B.0233 and payment to the
Riparian Buffer Restoration Fund based on 15A NCAC 2B.0242 (7); based on our calculations it
appears that the payment would amount to $ 56, 500.
2) Buffers: As we have discussed, our intent is to comply with the 50 ft Zone 1/Zone 2 buffer rules
for the area immediately below the dam. No permanent structures are proposed in the buffer zones,
however, some limited fill placement is proposed in the Zone 2 buffer as noted on the grading plan.
The width of the drainage channel immediately below the dam is less than 6 ft which makes providing
an accurate delineation of the "bank" difficult at a scale of 1"=60 ft. We will add a note to the
drawings indicating the retaining wall south of the drainage channel must be a minimum for 50ft from
the approximate straight-line projection of the stream bank. We feel this is in keeping with the intent
of the regulations to maintain the 5Oft buffer zone.
3) Diffuse Flow & Stormwater Management: The stormwater discharges from the proposed
development include concentrated flows from culverts, swales and sheet flow from landscaped areas.
To the extent possible, we have routed most of the runoff from impervious surfaces to the pond. This
has resulted in (4) discharge points as shown on the design drawings. The erosion control plan
includes custom riser basins at each pipe outfall during construction that will be converted to
permanent bioretention areas.
[phone] p.2
W.E. Fenner, P.E
H.M. Long, P.E.
D.M. Moss. P.E.
oe-5z1
I/PyMarch 31, 2003
P,
Rpr-,01 03 09:51a Ross/Deckard Arch. [phone] p.3
Page 2
There are (4) roadway side ditch features that will discharge to the buffer zones off the new roadway
embankment below the existing dam. These are vegetated channels that will act to filter and treat
runoff from the roadway. There is no curb & gutter shown for Ligon Mill road and no concentrated
flows; all runoff is conveyed to the side ditches via sheet flow. At the point the side ditch would
terminate at the Zone 2 boundary. we are proposing to flatten out the ditch side slopes to a level
spreader based on 13 ft per cfs.
There is one culvert outfall to the buffer area below the existing dam from the parking area at Building
412. This culvert outfall will discharge to riprap outlet protection, and then to a 40 ft vegetated g to
via a
2 buff
Zone
the channeUboiretention area before di{ r flownof 2.13ec the length of thelleveel preadere cti on would be
grading plan. Based on a stormwa
about 30 ft.
There are (4) discharge points along the south property line that would enter the Zone 2 Buffer running
along the drainage channel which crosses onto the adjacent school property- No gradingtland
disturbance is proposed,,A ithin the first 30 ft (Zone 1) and limited grading is proposed for the 20 Zone
2 area associated with the new development. No culverts/piped drainage is shown for this area; curb
cuts to vegetated channels are proposed as described in the BMP Manual to provide some filter and
nutrient removal. A level spreader is proposed at each of the (4) discharge points.
4) Southern Stream location: We have re-visited this area and have confirmed using GPS locating the
determine that the drainage channel does continue away from the site onto the school property. In
spirit of trying to comply with the intent of the Neuse River Buffer Rules and 15A NCAC 2B.0232
nutrient reduction goals, we will maintain the Zonel/Zone 2 buffers along a portion of the south
property line. We understand, however, that this area has been determined to be exempt from these
requirements based on the map provided with the September 2001 letter from Mr. Steve Mitchell.
5) Open-Bottom Culvert: As we have discussed, the width of the culvert span was set at 24 ft to
be needed approach would not
D channel. e Q would agnot ree
specifically avoid any impact to the
exitfcahdrainage
require a 404 Permit and that a 401 We hope that this additional information will be sufficient for the DWQ to approve our
Design approach and with the proposed payment to the restoration fund, will complete processing our
revised application. At this point we need a letter from DWQ indicating acceptance of our design
approach so that we can provide this document to Wake County for release of the erosion and
sedimentation control plan for the project.
If you have any questions or need additional information, please let us know.
Sincerely,
avid M. Koss, PE
Engineering Director
Post-it® Fax Note 7671 Date tt.10 03 paogesl' {
To From Wo Z -11e'"
Co./Dept.
g - c Co. erg (L
Phone # Phone #
Fax # ?,r Lg f 0 ry
Fax #
March7, 2003
Michael F. Easley, Governor
William G. Ross Jr., Secretary
rtment of Environment and Natural Resources
Alan W. Klimek, P.E. Director
Division of Water Quality
DWQ Project No. 02-1804
Wake County
Page 1 of 2
CERTIFIED MAIL: RETURN RECEIPT REQUESTED
Regency Development Associates
2700 Wycliff Road, Suite 315
Raleigh, NC 27607
Subject Property: Lakeview at Pemberly Apartment Community, Wake Forest, NC
UT to Richland Creek [03-04-02, 27-21, C NSW (nutrient sensitive)]
REQUEST FOR MORE INFORMATION
To Whom It May Concern:
On February 10, 2003, the Division of Water Quality (DWQ) received your Pre-Construction Notification (PCN) application
to impact protected riparian buffers to construct the proposed Ligon Mill Road Extension and apartment community at the
subject property. On February 10, 2003, DWQ staff conducted visited the proposed project site to determine the extent of
the protected buffers on the property. On February 26, 2003, the DWQ received additional responding to issues that
arouse from the February 10, 2003 site visit. The DWQ has determined that your application and additional information
was either incomplete and/or provided inaccurate information as discussed below. The DWQ will require additional
information in order to process your application to impact protected buffers on the subject property. Therefore, unless we
receive the additional information requested below, we will have to move toward denial of your application as required by
15A NCAC 2B.0233(8) and will place this project on hold as incomplete until we receive this additional information..
Please provide the following information so that we may continue to review your project.
1. Ligon Mill Road Extension
The revised site plan received by the DWQ on February 26, 2003 included a note that the proposed Ligon Mill Road
Extension will be limited to 150 feet in the location of the stream and buffers below the pond. Please provide a
revised plan depicting the revised fill slopes and clearing limits for the proposed road in the location of the protected
buffers and stream. Please revise. your PCN application to account for these revised impacts. Please note that if
impacts to the protected buffer associated with the road crossing exceed 150 feet or 1/3 acre, then buffer mitigation
will be required pursuant to 15A NCAC 0213.0233.
2. Buffers
The buffers depicted on the site plan received by the DWQ on February 26, 2003 where hand-drawn using a yellow
highlighter and appear to be drawn from an assumed centerline of the streams. Please provide a revised plan
depicting the exact location of the buffers measured from the top of bank of the streams. Please include both Zone 1
and 2 of the protected buffers. Please provide the area of any impacts to both Zone 1 and 2.
3. Diffuse Flow & Stormwater Management
The plans received by the DWQ on February 26, 2003 show several stormwater discharge points from the site. The
DWQ has determined that discharges to the existing pond are acceptable. However, it is not clear how diffuse flow will
be achieved pursuant to 15A NCAC 02B .0233(5). The Neuse Buffer Rule requires that all stormwater shall be directed
to flow in a diffuse manner at non-erosive velocities through the entire protected stream buffers without reconcentrating.
Please provide a stormwater management plan for this project that specifies all stormwater discharge points, plan
details, and calculations to indicate that diffuse flow through the protected buffers as described above will be achieved
North Carolina Division of Water Quality, Wetlands/401 Unit,
1650 Mail Service Center, Raleigh, NC 27699-1650 (Mailing Address)
2321 Crabtree Blvd., Raleigh, NC 27604-2260 (Location)
414-733-1786 (phone). 919-733-6893 (fax), htto://h2o.enr.state.nc.us/ncwetiands/
Page 2 of 2
for all discharge points that are not proposed to enter the pond. Alternatives to providing diffuse flow may exist if the
stormwater is treated for nitrogen removal prior to crossing the buffer and entering the stream.
4. Southern Stream Location
The plans provided to the DWQ on February 26, 2003 appear to indicate that the stream located south of the property
may be within 50 feet of the proposed grading, buildings and/or parking. Please provide a revised plan that depicts the
accurate location of buffers associated with this stream. It may require that this stream be located by standard
surveying methods or GPS within and beyond the property boundaries.
5. Open-Bottom Culvert &YStormwater Management
The plans provided to the DWQ on February 26, 2003 indicate that the proposed Ligon Mill Road Extension will use an
open-bottom culvert to cross the stream located below the pond. As long as no impacts occur to the stream during or
after the installation of this open-bottom culvert and the USACE does not require a 404 Permit then the project will not
require a 401 Certification from the DWQ. If the project requires notification for the use of a General Water Quality
Certification, Individual 401 Certification or Isolated Water Permit, then stormwater management will most likely be
required for the entire site designed to remove 85% TSS according to the most recent version of the NC DENR
Stormwater Best Management Practices Manual
Please respond within three weeks of the date of this letter by sending this information to me in writing and to Mr. Tom
Steffens of the DWQ Washington Regional Office. If we do not hear from you within three weeks, we will assume that you
no longer want to pursue this project and we will consider the project as withdrawn.
This letter only addresses the application review and does not authorize any impacts to wetlands, waters or protected
buffers. Please be aware that any impacts requested within your application are not authorized (at this time) by the DWQ.
Please call me at [phone] if you have any questions regarding this matter.
cc:
David M. Koss, Fenner & Associates, In
USACE Raleigh Regulatory Field Office
DWQ Raleigh Regional Office
File Copy
5 West Barnes Street / P.O. Box 1265, Wilson, NC 27893/27894-1265
DWO021804
March 7, 2003
bz
Sincerely,
8320 utcnrora Koaa Kaieign, NC. Y/010
PROJECT: I f? k4EIV I evv
TO:
ATT N :
P 6M &-, e
q 'A
TRANSMITTAL LETTER
WE TRANSMIT:
? herewith is
? in accordance with yo r requ
FOR YOUR:
0(
? approval ? distribution to parties
? review & comment ? record
? use ?
THE FOLLOWING:
'Drawings ? Shop Drawing Prints
? Specifications ? Shop Drawing Reproducibles
? Change Order ;d K\e,.
rnone: y 1 y.uio.uuu i rax: y 1 y.uia.y.zuu
ARCHITECT'S O' _y Z
PROJECT NO: ?J??? ?j_?f ?n
DATE: ' C ^' 1- `? A. q zr_5 L'Z 3
If encl ures are not as noted, please
inform us immediately.
If checked below, Please:
? Acknowledge receipt of enclosures.
? Return enclosures to us.
? information
FEB 2 6 2003
? Samples
? Product Lite
.,..
PITS
'..,_
DAME `
REVAO."
DESCRIPTION ACTION

CODE
25 ? ?' ? 1 ?' V r

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ACTION A. Action indicated on item D: For signature and forwarding as noted below under REMARKS
CODE B. No action required E: See REMARKS below
C. For signature and return to this office
Copies To: A-- 1 "rl -<3 By:
REMARKS
Z ?Z S?Z?p 3
RE: Lakeview @ Pemberly
We have reviewed the notes from Bob Zarzecki and have proceeded to revise
the site development plan as follows:
FEB 2 6 2.OU3 .
1) Pond not subject to buffers - Ok, we will comply with the Town of Wake
Forest 50 exclusion zone around the pond for buildings and structures.
2) Drainage Channel Below Dam - Ok, we have always had this area designated
for the buffer rules. 30 ft exclusion area and 20 ft limited grading zones will be
maintained.
3) Stream Mitigation - Extent of mitigation not defined at this point, diverse flow
criteria will be maintained.
4) Road Crossing - We have made several changes to the embankment to limit
net culvert length to less than 150 ft.
5) Southern Drainage Channel - We have reviewed the drainage channel conditions
at the site and have revised the development plans to maintain the buffer zone
adjacent to this feature as noted on the attached plan.
6) Wetland Delineation - This was provided by the surveyor (Site Design), we do
not know if this was reviewed with the Corps of Engineers.
7) See Item #5, we have revised the development plan accordingly.
At this point, the development plans for the area around the pond is acceptable to DWQ;
we only need to work out the nutrient reduction for the stormwater flows. For the culvert
pipe below the existing dam, we will limit the net length of the open bottom
culvert to 150ft (or less). As discussed at our initial meeting, there is limited risk
of any significant stormwater flow through this culvert due to the dam and outlet
structure. We do not expect any scour or significant bank erosion through this culvert
due to a flood flow and lack of vegetation and propose to leave the immediate areas
adjacent to the drainage channel unchanged by the new construction.
1i7_ 1 1- l: +t, . ' '+1, +t,o ' +o,-,,,4++A„+ ?+rAam at tt?e g??Atl? pr??Prty line Winning
YVG Q1JV UG11GVe 6110 issue vvilll ull 1111V1111111-1 Ali vllui
along the boundary with the school track is resolved. This area will be left undeveloped
per the buffer rules.

To accomplish the nutrient reduction, we have changed the culvert layout so that all
of the parking above the existing dam will discharge to the pond. We will take the
25% reduction credit for the pond and will accomplish the remaining 5% (or more)
by providing a vegetated area immediately below each culvert outfall (sized per the
BMP criteria) entering the pond. For the two small culvert systems that drain the
two parking areas below the dam that will discharge to the drainage channel above the
culvert section, we will provide a 50ft vegetated channel and level spreader at each
location to achieve diverse flow and nutrient reduction. For any roadway side
ditches, along the Ligon Mill Road extension, we will provide a vegetated channel
for the last 50ft before discharging to the existing channel.
Please review and advise if any questions.
Dave Koss
^+•4 S
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Office Use Only: a Form Version May 2002
USACE Action ID No. DWQ No. f -?-
(If any particular item is not applicable to this project, please enter "Not
1. Processing
1. Check all of the approval(s) requested for this project:
? Section 404 Permit R? Riparian o
? Section 10 Permit ? Isolated Wetland
? 401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested:
420 e mitt
j® U P
3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here: ?
4. If payment into the North Carolina Wetlands Restoration Program (NCWRP) is proposed for
mitigation of impacts (verify availability with NCWRP prior to submittal of PCN), complete
section VIII and check here: ?
5. If your project is located in any of North Carolina's twenty coastal counties (listed on page
4), and the project is within a North Carolina Division of Coastal Management Area of
Environmental Concern (see the top of page 2 for further deta?l?----°
II. Applicant Information ?J
FEB 1 0 2003 a ,
1. Owner/Applicant Information
Name: REGENCY DEVELOPMENT ASSOCIATES ?,?:s, "SOS tO'P?
Mailing Address: 2700 WYCLIFF ROAD, SUITE 315 f.. .,,.w Y2, 'E, QUA-, 0 SECTION
RALEIGH, NORTH CAROLINA 27607
Telephone Number: [phone] Fax Number: [phone]
E-mail Address:
2. Agent/Consultant Information (A signed and dated copy of the Agent Authorization letter
must be attached if the Agent has signatory authority for the owner/applicant.)
Name: DAVID M. KOSS, PE
Company Affiliation: FENNER & PROFFITT, INC.
Mailing Address: 125 W. BARNES STREET / P. O. BOX 1265
WILSON, NORTH CAROLINA 27893/27894-1265
Telephone Number: (252) 237-41 36 Fax Number: (252) 237-41 38
E-mail Address: ew n 004,61 C-AA
Page 5 of 5
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: LAKEVIEW AT PEMBERLY
2. T.I.P. Project Number or State Project Number (NCDOT Only): N/A
3. Property Identification Number (Tax PIN): 1830.04.83.2893
4. Location
County: WAKE COUNTY Nearest Town: WAKE FOREST
Subdivision name (include phase/lot number): N/A
Directions to site (include road numbers, landmarks, etc.):
TOWARDS WAKE FOREST AT FORD DEALERSHIP
US 1 NORTH FOLLOW US1-A
FOLLOW US 1-A PASS MIDDLE
SCHOOL TURN LEFT ON FORBES ROAD INTO PEMBERLY SUBDIVISION TURN
LEFT ON STONE MT. & TURN RIGHT ON LONGBORNE FOLLOWING END70F PAVEMENT
5. Site coordinates, if available (UTM or Lat/Long):
(Note - If project is linear, such as a road or utility line, attach a sheet that separately lists the
coordinates for each crossing of a distinct waterbody.)
6. Property size (acres):
19.7 ACRES
7. Nearest body of water (stream/river/sound/ocean/lake): RICHLAND CREEK
8. River Basin: NEUSE RIVER BASIN
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at http://h2o.enr.state.nc.us/admin/maps/.)
9. Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application: UNDEVELOPED WOODED SITE, RESIDENTIAL SUB-
DIVISION, WIDE TRANSMISSION CORRIDOR CROSSES THROUGH SITE
Page 6 of 6
10. Describe the overall project in detail, including the type of equipment to be used: CONSTRUCT
180 APARTMENT UNITS IN 15 INDIVIDUAL BUILDINGS, COMPLETE CONSTRUCTION
OF LONGBORNE DRIVE & STONE. MT DRIVE FROM EXISTING ROADS TO
INTERSECT WITH NEW PORTION OF LIGGON MILL ROAD EXTENSION
11. Explain the purpose of the proposed work: RESIDENTIAL CONSTRUCTION TO EXTEND
ROADS AS PART OF APPROVED MASTER PLAN FOR DEVELOPMENT IN THIS
AREA BY THE TOWN OF WAKE FOREST
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.
PREVIOUS DEVELOPMENT IN THIS AREA HAS NOT INVOLVED WORK ADJACENT
TO WET LANDS OR BUFFER ZONES.
V. Future Project Plans
Are any future permit requests anticipated for this project? If so, describe the anticipated work,
and provide justification for the exclusion of this work from the current application.
NO OTHER DWO PERMITS ARE ANTICIPATED TO SUPPORT THE PROPOSED
DEVELOPMENT.
VI. Proposed Impacts to Waters of the United States/Waters of the State
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. The applicant must also
provide justification for these impacts in Section VII below. All proposed impacts, permanent
and temporary, must be listed herein, and must be clearly identifiable on an accompanying site
plan. All wetlands and waters, and all streams (intermittent and perennial) must be shown on a
delineation map, whether or not impacts are proposed to these systems. Wetland and stream
evaluation and delineation forms should be included as appropriate. Photographs may be
included at the applicant's discretion. If this proposed impact is strictly for wetland or stream
mitigation, list and describe the impact in Section VIII below. If additional space is needed for
listing or description, please attach a separate sheet.
Page 7 of 7
1. Provide a written description of the proposed impacts: NO IMPACT ON WET LAND AREAS,
EXISTING POND & DAM TO REMAIN. BUFFER ZONES TO BE MAINTAINED
AROUND POND ARCH CULVERT TO ACROSS NARROW DRAINAGE CHANNEL BELOW
2. Individually list wetland impacts below: N /A
Wetland Impact
Site Number
(indicate on map)
Type of Impact* Area of
Impact
(acres) Located within
100-year Floodplain**
(yes/no) Distance to
Nearest Stream
(linear feet)
Type of Wetland***

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: mechanized clearing, grading, fill,
excavation, flooding, ditching/drainage, etc. For dams, separately list impacts due to both structure and flooding.
** 100-Year floodplains are identified through the Federal Emergency Management Agency's (FEMA) Flood Insurance Rate Maps
(FIRM), or FEMA approved local floodplain maps. Maps are available through the FEMA Map Service Center at 1-800-358-9616, or
online at httn://www.fema.gov.
*** List a wetland type that best describes wetland to be impacted (e.g., freshwater/saltwater marsh, forested wetland, beaver pond,
Carolina Bay, bog, etc.) Indicate if wetland is isolated (determination of isolation to be made by USACE only).
List the total acreage (estimated) of all existing wetlands on the property: -j A C_
Total area of wetland impact proposed: NONE
3. Individually list all intermittent and perennial stream impacts below:
Stream Impact
Site Number
(indicate on map)
Type of Impact* Length of
Impact
(linear feet)
Stream Name** Average Width
of Stream
Before Impact Perennial or
Intermittent?
(please specify)
A NONE N/A UN-NAMED LESS THAN INTERMITTEN
TRIBUTARY TO 5'
RICHLAND CREEK

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: culverts and associated rip-rap,
dams (separately list impacts due to both structure and flooding), relocation (include linear feet before and after, and net loss/gain),
stabilization activities (cement wall, rip-rap, crib wall, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is
proposed, plans and profiles showing the linear footprint for both the original and relocated streams must be included.
** Stream names can be found on USGS topographic maps. If a stream has no name, list as UT (unnamed tributary) to the nearest
downstream named stream into which it flows. USGS maps are available through the USGS at 1-800-358-9616, or online at
www.usgs.gov. Several internet sites also allow direct download and printing of USGS maps (e.g., www.tol)ozone.com,
www.mapguest.com, etc.).
Cumulative impacts (linear distance in feet) to all streams on site: N/A
Page 8 of 8
4. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.) below:
Open Water Impact
Site Number
(indicate on map)
Type of impact* Area of
Impact
(acres) Name of Waterbod
(if applicable) y Type of Waterbody,
(lake, pond, estuary, sound,
bay, ocean, etc.)
B NONE 1.95 C UN-NAMED POND

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: fill, excavation, dredging,
flooding drainage, bulkheads, etc.
5. Pond Creation (N/A) (POND EXISTING)
If construction of a pond is proposed, associated wetland and stream impacts should be
included above in the wetland and stream impact sections. Also, the proposed pond should
be described here and illustrated on any maps included with this application.
Pond to be created in (check all that apply): ? uplands ? stream ? wetlands
Describe the method of construction (e.g., dam/embankment, excavation, installation of
draw-down valve or spillway, etc.):
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond;
local stormwater requirement, etc.):
Size of watershed draining to pond: Expected pond surface area:
VII. Impact Justification (Avoidance and Minimization)
Specifically describe measures taken to avoid the proposed impacts. It may be useful to provide
information related to site constraints such as topography, building ordinances, accessibility, and
financial viability of the project. The applicant may attach drawings of alternative, lower-impact
site layouts, and explain why these design options were not feasible. Also discuss how impacts
were minimized once the desired site plan was developed. If applicable, discuss construction
techniques to be followed during construction to reduce impacts.
NO IMPACT ON THE WET LAND AREAS SINCE CHANNEL IS LESS THAN S' WTnE
& WET LAND AREA IS LESS THAN 20' WIDE. PROPOSED ROAD CROSSING
IS ARCH CULVERT EXISTING CHANNFT TO REMAIN UNDISTURBED
VIII. Mitigation
DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC
Division of Water Quality for projects involving greater than or equal to one acre of impacts to
freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams.
Page 9 of 9
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
hLp:Hh2o.enr.state.nc.us/newetlands/strm.gade-html.
1. Provide a brief description of the proposed mitigation plan. The description should provide
as much information as possible, including, but not limited to: site location (attach directions
and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet)
of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view,
preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a
description of the current site conditions and proposed method of construction. Please attach
a separate sheet if more space is needed.
N/A - NO IMPACT
2. Mitigation may also be made by payment into the North Carolina Wetlands Restoration
Program (NCWRP). Please note it is the applicant's responsibility to contact the NCWRP at
[phone] to determine availability and to request written approval of mitigation prior
to submittal of a PCN. For additional information regarding the application process for the
NCWRP, check the NCWRP website at http://h2o.enr.state.nc.us/wrp/index.htm. If use of
the NCWRP is proposed, please check the appropriate box on page three and provide the
following information:
Amount of stream mitigation requested (linear feet):
Amount of buffer mitigation requested (square feet):
Amount of Riparian wetland mitigation requested (acres):
Amount of Non-riparian wetland mitigation requested (acres):
Amount of Coastal wetland mitigation requested (acres):
Page 10 of 10
IX. Environmental Documentation (required by DWQ)
Does the project involve an expenditure of public (federal/state) funds or the use of public
(federal/state) land?
Yes ? No x?
If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at [phone] to review current thresholds for environmental documentation.
Yes ? No ?
If yes, has the document review been finalized by the State Clearinghouse? If so, please attach a
copy of the NEPA or SEPA final approval letter.
Yes ? No ?
X. Proposed Impacts on Riparian and Watershed Buffers (required by DWQ)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
W' the project impact protected riparian buffers identified within 15A NCAC 2B .0233
eu15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 2B .0250 (Randleman Rules and
ate; Supply Buffer Requirements), or other (please identify )?
Yes 0 No ? If you answered "yes", provide the following information:
Identify the square feet and acreage of impact to each zone of the riparian buffers. If buffer
mitigation is required calculate the required amount of mitigation by applying the buffer
multipliers. pact Zone* (square feet) Multiplier Mitig t on

1
NONE
3
2 Caro 1.1 1.5 :/ -040,
Total (3 loco<= 2?GS c
" Gone 1 extends out 3U feet perpendicular from near bank of channel; Lone 2 extends an
additional 20 feet from the edge of Zone 1.

Page 11 of 11
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.
RIPARIAN BUFFER RESTORATION/ENHANCEMENT
XI. Stormwater (required by DWQ)
Describe impervious acreage (both existing and proposed) versus total acreage on the site.
Discuss stormwater controls proposed in order to protect surface waters and wetlands
downstream from the property.
PROPOSED DEVELOPMENT WILL RESULT IN 34.7% IMPERVIOUS AREA OF
THE TOTAL 19.7 ACRE SITE EXISTING Poxim & NEW OUTLET STRUCTURE
WILL LIMIT MAXIMUM STORMWATER FLOW FROM NEW DEVELOPMENT.
XII. Sewage Disposal (required by DWQ)
Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of
wastewater generated from the proposed project, or available capacity of the subject facility.
FXT TTN, SANTTARV WTTHTN SITE AREA, WATER & SEWER BEING
PROVIDED BY TOWN OF WAKE FOREST
XIII. Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H .0500) or any Buffer Rules?
Yes ? No
Is this an after-the-fact permit application?
Yes ? No ?
XIV. Other Circumstances (Optional):
It is the applicant's responsibility to submit the application sufficiently in advance of desired
construction dates to allow processing time for these permits. However, an applicant may
choose to list constraints associated with construction or sequencing that may impose limits on
work schedules (e.g., draw-down schedules for lakes, dates associated with Endangered and
Threatened Species, accessibility problems, or other issues outside of the applicant's control).
Applicant/Agent's Signature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 12 of 12
reo 1c u.3 vs: ??N
Feb 12 93 12:1910
-- Ndessage
FENNER a, pRGFF I T T, I,iC
252-237-4138
From". Bob Zarzecid <bob.zarzecki@c maaU_ t> Steve Mitchell
John Dorney <john.dorney@
<[e-mail]>•M1ke Horan <[e-mail]>
cc*
To: [e-mail]
Subject.[Fwd. 021804Lakeview@Pemberlyl David Koss
Sent: 2112/2003 9:13:43 AM
David:
John asked me to forward this email to you-
summary -
P.1
page l of 2
CLOSE WI? NOW
* pond not subject to butters „toe of dam"
and is subject to buffers at ation depending on the
stream below P stream mit?9
stream below pond will require
below the
proposed impact required for the road crossing
+ buffer mitigation will be pond if it exceeds 154 feet of 113 acre of buffer impact
es •'nuildina
* southern stream depicted as existingect tar buffer rules
#8" on site plans appears to be subj for the
has the USACE approved the Wetland delineation map rtrnam is
property?...if so, did they determine that this
to the site to
go
jurisdictional?-.•- f not, then they need to
review the stream? to buffers site plan will need to be
* if southern stream as subject
revised to avoid buffers
Please call me (919-733-9126) or John (919-733-96461 if you would like
to discuss.
gob
Attached Message
From: John Dorney
Date: Wed, 12 Feb 2003 08:36:44 -0500
Subject: Re: 021g04Lakeview@
than?x. bob please call the consultant and discuss these items or
forward the email to him

Bob Zarzecki wrote:
> JD: :L=ke,Horan and myself visited this property at
> an February 10, 2003, and to determi
> y ne if
our request to review the scream bet low the pond
> stream mitigation would be required and to determine if any buffers
ted on the soil survey north an
> associated with the streams depic In addition you asked
> south of the property extend onto the prafperty
> me to check the RRa fi es to determine i. the pond was exempted from
l
> the buffer rules and where the buffer -tart on the stream below the
> pond.
7
> Results:
> pond - The RRO file tNBRRO 00-130) an pin to letter date ?unThe map
> > (I've Pandut a a map hard that copy in y y in your box along with this email) indicates
> thhat the pond is not subject to the "Neuse Riparian Buffer" and elieve that
that
> the stream starts at the "toe of the dam". Therefore, T
> the site plan provided during our meeting with the applicant yesterday
> accuratcly depicts the location of the buffers.

2/12[2003
http:[[www. onebox.cotn/mail/prinLmsg_asp,? messageid=2&rnd-804
reo it:: u'l vi ark ,<<,?aI o. - ... --
t 4 133 P ..?_
INS
PR4FFITT,
CD FFNNr-R &
=eb 12 03 12t2
Page 2 o¢2
Message the stream in a location that
Mike & I sampled th the proposed
> Stream Below the Pond . '-ghtly above the locat.iojnqernail clam". We
to be at or hi ods and one "fi it went under
> we believed found some amp
> road crossing. TRe P
> Lhe stream Just below a section where e used
This appeared to have
then sampled
> ground for approximately 20 -tech r?g• 'fhe underground section was Dust below
> a crossing for a geo C-?1"- Here we found Based
> a ',Wetland delineation" flag labeled anisms (mayflies, etc.)
> salamanders and more macrobenthic or9
oiicy. T ,d the curnt > on a discussion with You this moring
be required forBthhis area.
> understand that stream Mi 9
> to use an Open-bottoat ct:lverr- Todd gtanda
> The current plan proposes
that depending on the stream's current condition td frome.the etc_)
> pion dies or is removed fro banks,
> post-condition (after vegC`°` aired under the culvert.
> the pond discharge pipe is installed and the watershed is buil1vert
may be req e Wired if
> streambank s tabilization (riprap} ation would not be r q
act the stream is i.nstaLled
> It is my understanding that stream mir -ig
ld sed
at, if streambank stabilizatGo ouis u
> an open-bottom culvert teat GC} doesn`t imp
> (does not require a MP ar +niL'igation)• However, a PiP'
(requires CniP13 and GC3353, no
or 291-
> require mitigation (ill
> - Ma stream was found within 50 feet of what
> stream North of Property property boundary.
> Mike and i thought to be the Prop our box...Y've
> > Stream South aroper4 - (Refer to the site plan in Y
ect stream in yellow.} A stream does
> highlighted the he essib7-e subj
the roperty. It appears to be an intermittent
determined to be the southern
> > exist stream_ south Based on P what t ike and I the stream appears
` ro erty corner.
> property line (we found a cut-1ire and flagging)
m the southwestern P an
> to be greater than 50 feet fro the
> However, it appeared that the stream may be ont'pReP is ro erty depicted near
> southeastern property corner- An "existing difans within. this area. Mike and I are not entire-Y the
ars based an the cut-line and xlaggzng in
> their site plans "existing
> positive, but it apPe property that this
If
> field and the location of the rschool eam _
> so, n stream depicted an the soil curve
> ditch line" is the southern
this stream is subject to the buffer rules. it probably
Cher ou and Mitchell to confirm this. You'll
> would not be a bad idea for y en ineer present to
s depicted on the site plan. zf
the fwantield the 1ocaL' applicant's ion t? '.,hat'surveyor ox
> > most likely
a stream subject to the buffer rules,
> the "existing ditch line" 1`-
> Licant redesign the project.
that the app o
> ,Building posed within
then it #willg" require and ito associated parking are currently pr P
> the buffers.
> Let me know if you need anything else.
> - Bob
2112/2003
t,w--/A1nVW
••°-r
11
MEMORANDUM \V
TO: John Domey t9'• 4
Q
RE: Lakeview @ Pemberly ?i??
We have reviewed the notes fr in Bob Zarzecki nd have proceeded to revise
the site development plan as fo s:
1) Pond not subject to buffers - Ok, we will comply with the Town of Wake
Forest 50 exclusion zone around the pond for buildings and strictures.
2.1Z4 2eoa
0
FEB 2 6 2003
a E..
2) Drainage Channel Below Dam - Ok, we have always had this area designated
for the buffer rules. 30 ft exclusion area and 20 ft limited grading zones will be
maintained.
3) Stream Mitigation - Extent of mitigation not defined at this point, diverse flow
criteria will be maintained.
4) Road Crossing - We have made several changes to the embankment to limit
net culvert length to less than 150 ft.
5) Southern Drainage Channel - We have reviewed the drainage channel conditions
at the site and have revised the development plans to maintain the buffer zone
adjacent to this feature as noted on the attached plan.
6) Wetland Delineation - This was provided by the surveyor (Site Design), we do
not know if this was reviewed with the Corps of Engineers.
7) See Item #5, we have revised the development plan accordingly.
At this point, the development plans for the area around the pond is acceptable to DWQ;
we only need to work out the nutrient reduction for the stormwater flows. For the culvert
pipe below the existing dam, we will limit the net length of the open bottom
culvert to 150ft (or less). As discussed at our initial meeting, there is limited risk
of any significant stormwater flow through this culvert due to the dam and outlet
structure. We do not expect any scour or significant bank erosion through this culvert
due to a flood flow and lack of vegetation and propose to leave the immediate areas
adjacent to the drainage channel unchanged by the new construction.
VI 7,. i.. ,. L ...,.. tI,- issue the i te-1- tte t stre m at the south nropert 1 line ninYning
VVG 2L1JV Ve11GVG 611%, 1VV loll 611V 111LV111110%,111. .?u wu.a t+ r...
along the boundary with the school track is resolved. This area will be left undeveloped
per the buffer rules.
To accomplish the nutrient reduction, we have changed the culvert layout so that all
of the parking above the existing dam will discharge to the pond. We will. take the
25% reduction credit for the pond and will accomplish the remaining 5% (or more)
by providing a vegetated area immediately below each culvert outfall (sized per the
BMP. criteria) entering the pond. For the two small culvert systems that drain the
two parking areas below the dam that will discharge to the drainage channel above the
culvert section, we will provide a 50ft vegetated channel and level spreader at each
location to achieve diverse flow and nutrient reduction. For any roadway side
ditches, along the Ligon Mill Road extension, we will provide a vegetated channel
for the last 50ft before discharging to the existing channel.
Please review and advise if any questions.
Dave Koss
Feb le U.J Ui:n1p
Fab 12 03 12119F
IKU57l liwC - u - --
Fet`li{ER & PROFFITT, IMr-
252-237--413£3

page 1 of 2
CLOSE WI?_N?w
i Aessag¢
f=rom: Bob 2arzecKi <bob.zarr cafl.net>;Steve Mitcheil
rney@ ney@
John Domey <john.do <
<[e-mail]>;Mike Horan miKe•horan@ocma(l.nety
CC:
To: [e-mail]
Subject-[Fwd. 021804Lakeview@Pemberiyj David Koss
Sent: 2112/2003 9:13:43 AM
David:
John asked me to fo_ward this email to you.
summary -
* pond not subject to buffers toe of dam"
stream below: Pond is subject to buffers at mitigation depending on the
* stream below pond will require stream proposed impact for the read crossing below the
* buffer mitigation Will be required
pond "existin di tch line" near "Bu if it exceeds 150 feet or 1/3 acre of buffer impact ilding
* southern stream depic eda
on site plans to be subject to buffer rules
Ove s
+- has s the USAGE approved the wetland delineation maP for 35e
property?...if so, did they determine that th'ss the site to
jurisdictional?.•-if not, then they need to t 9 to be
review the stzeaM? subject to buffers site plan will need
* if southern stream is
revised to avoid buffers would like
Please call me (319-733-9726) or John (919-733-9640) if you
to discuss.
- Sob
Attached Message
From: John Darney
Date: Wed, 12 Feb 24303 08:36:44 -0500
Subject: Re: 021804L3keview@PemberlY
the consultant and discuss these items or
. .bob please call
thankx
forward the email to hill
Bob Zarzecki wrote:
> JD:
> on February 10, 2003, .'liKe,fioran and myself vond to determineei£y at
> your request to review the strbelow
and to determine if any buffers
> stream eth t would am required
> a53ociated with the streams depicted on the soil survey north an
> south of the property extend onto the property In addition you asked
* me fro > checerkrulethesRROandfwhilesereto, streamebelow them
> pond.
> Results: ntains a letter dated June 5,
> Pond - The RRa file (NBRRO 00-130) co
from the buffer rules- The map
> 2000 and a map that exempted the pond co indicates
> (I've put a hard copy in your box along with this email?
> that the pond is not subject to the "Meuse Riparian Buffer" and et at
> the stream starts at the "toe of the dam". Therefore,
> the site plan provided during our meeting with the applicant yesterday
> accurately depicts the location of the buffers.
>
http:/lwww. one,box.comlmaillprintmsg.asp? messageid=2&rnd=804
21'1212003
t-eo ie uJ ui:z)to muzl?r
252-237-4133
FENNER & FROFFITT,
Feb 12 0 12=2Op
gessage led the stream. fin a location that
mike k I same the proposed
> Stream Below the Pond slightly above the location of clam". We
to be at or zngernail
> we believed We found some amphi.pods and one it went under
> road crossing- -ust below a section where
> then sampled the stream ; This appeared to.have bean used for
20 tely feet- was ju'
> ground for approxima-tech rig. The underground section
tct Based
> a crossing for a geo fig labeled "C-11". Here wa found
> a 'ttetland delineation g anisms (mayflies, e.,-
c Y
> salamande_s and more macrobenthic on nd the Cu
> on a discussion with you mitigation mort'wiglabe required forDthhisoarea,
> understand that stream ation
> ro oses to use an open-bottOM culvert. Todd stated
etc.) and
the stream's current condition (stabile'
> The current pan p p
> that depending on et'ation dies or is removed from the banks,
> post-condition (after v. installed and the watershed is
.
> the pond discha=gc pip } may be required unde ot r the
required if
> ue my understanding (riprap installed
> s It is = my nderstar_ding that stream mitigation would n is i-
on is used
> an open-bottom culvert that doesn't impact the stream
or and if streambank stabilizati ould
> (does not require a OWF o_ GC) However, a pipe w
(requires *3L•IP13 and GC3353, no ,ni tigation)
> require mitigation tNW14 or 391.
erC - No stream was found within 50 feet of what
> Stream North of Property'
rop 1 property boundary
> Mike and l thought to be the prop our box...1'Ve
> - (Refer to the site plan in Y
act stream in yellow.) A stream does
> Stream South of Possible subj
> highlighted the Q
> exist south the property. It appears to be an intermittent
t
> stream- Based on chat mike and I determined to be the southern
> property line (we found a cut-line and flagging), h stream appears
rty corner.
> > to be greater than 50 feet from the southwesternh?rooZeperty rear the
be on acted an
eared that the stream may
However, it app An "existing ditc^ line" is dep
> thutheasLezn property corner- are not entirely
fans within tbhisarea. Mike and I ing in the
> > p th seiritivesite P ears ased an the cut-Line and Flagg„eisting
o, but it app
> field and the location of the schael property that this probably
> ditch line" is the southern Stream depicted on the suVey If
You'll
then this strum ea f subject you and Mitchell to confirm this.
> so,
> would not y a want bad the idea applicant's surveyor yr engineer present to
> most likely If
> confirm the -field location to s,nat•s depicl'ed on the site plan. If-
is a stream subject to the buffer rules,
`
> the "existing ditch line" `h`e apglicant redesign the project.
y > "Building it will re that Parking are currently pr opI osed within
ilding #$" and nd i.Ce associated > the buffers.
> Let me know if you need anything e se.
> - Bob
page 2 of 2
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ERE G-**, ENCY
MEMORANDUM:.
TO: "? DWO,
; tC0wE
4 ? FEB 1 0 2003
FROM: CW M f3©O?'C
RE: `p
I?oisr?s I ID"W
sV-4WAlin- VPU6a-nDo P?"77CO--T
DATE: F-j2 0 r4 cr f C) 1 X-?
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2700 Wycliff Road, Suite 312, Raleigh, NC 27607.919-510-9660 • Fax [phone] www.regencyhousing.com
Office Use Only:

USACE Action ID No. DWQ No.
(If any particular item is not applicable to this project, please enter "Not
1. Processing
Form Version May 2002
NOY ..1 4 20
1. Check all of the approval(s) requested for this project: Lu?;Wg
? Section 404 Permit X? Riparian or
? Section 10 Permit ? Isolated Wetland Permit
? 401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested:
3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here: ?
4. If payment into the North Carolina Wetlands Restoration Program (NCWRP) is proposed for
mitigation of impacts (verify availability with NCWRP prior to submittal of PCN), complete
section VIII and check here: ?
5. If your project is located in any of North Carolina's twenty coastal counties (listed on page
4), and the project is within a North Carolina Division of ..a[t ement Area of
Environmental Concern (see the to of a e 2 for further detail Tw k r p p g A, %? I
II. Applicant Information
? j( f
3
z FEB 1 0 2!'?J
1. Owner/Applicant Information I L --_.?. ?. ?. ,
Name: REGENCY DEVELOPMENT ASSOCIATES
Mailing Address: 2700 WYCLIFF ROAD, SUITE 315 J
RALEIGH, NORTH CAROLINA 27607
Telephone Number: ( 919 ) 510 - 9 6 6 0 Fax Nu ber:__ 191 9 i. 51 0- 9 6 7 8
E-mail. Address:
2. Agent/Consultant Information (A signed and dated copy of the Agent Authorization letter
must be attached if the Agent has signatory authority for the owner/applicant.)
Name: DAVID M. KOSS, PE
Company Affiliation: FENNER & PROFFITT, INC.
Mailing Address: 125 W.. BARNES STREET / P. O. BOX 1265
WILSON, NORTH CAROLINA 27893/27894-1265
Telephone Number: [phone] Fax Number: [phone]
E-mail Address: eN n o e,6)5 c-iA
? if?fi
fe f
Page 5 of 5
III. Project Information
4.
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, D"vVQ may accept paperwork of any size. DWQ prefers fill-size construction
drawings rather than a sequential sheet version of the fizIl-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:
LAKEVIEW AT PEMBERLY
2. T.I.P. Project Number or State Project Number (NCDOT Only): N/A
3. Property Identification Number (Tax PIN): 1830.04.83.2893
Slim* vision name (.nclude phase/lot number): N/A
Directions to site (include road numbers, landmarks, etc.):
TOWARDS WAKE FOREST AT FORD DEALERSHIP
Location
County: WAKE COUNTY Nearest Town: WAKE FOREST
LEFT ON STONE MT. & TURN RIGHT ON LONGBORNE FOLLOWING END70F PAVEMENT
5. Site coordinates, if available (UTM or Lat/Long):
(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.)
US 1 NORTH FOLLOW US1-A
FOLLOW US 1-A PASS MIDDLE
SCHOOL TURN LEFT ON FORBES ROAD INTO PEMBERLY SUBDIVISION TURN
6. Property size (acres): 19.7 ACRES
7. Nearest body of water (stream/river/sound/ocean/lake): RICHLAND CREEK
8. River Basin: NEUSE RIVER BASIN
(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.ne.us/admin/mos/.)
9. Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application: UNDEVELOPED WOODED SITE, RESIDENTIAL SUB-
DIVISION, WIDE TRANSMISSION CORRIDOR CROSSES THROUGH SITE
Page 6 of 6
10. Describe the overall project in detail, including the type of equipment to be used: CONSTRUCT
180 APARTMENT UNITS IN 15 INDIVIDUAL BUILDINGS, COMPLETE CONSTRUCTION
OF LONGBORNE DRIVE K STONF MT DRIVE FROM EXISTING ROADS TO
INTERSECT WITH NEW PORTION OF LIGGON MILL ROAD EXTENSION
11. Explain the purpose of the proposed work: RES I DENTIAL CONSTRUCTION TO EXTEND
ROADS AS PART OF APPROVED MASTER PLAN FOR DEVELOPMENT IN THIS
AREA BY THE TOWN OF WAKE FOREST
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.
PREVIOUS DEVELOPMENT IN THIS AREA HAS NOT INVOLVED WORK ADJACENT
TO WET LANDS OR BUFFER ZONES.
V. Future Project Plans
Are any future permit requests anticipated for this project? If so, describe the anticipated work,
and provide justification for the exclusion of this work from the current application.
NO OTHER DWO PERMITS ARE ANTICIPATED TO SUPPORT THE PROPOSED
DEVELOPMENT.
VI. Proposed Impacts to Waters of the United States/Waters of the State
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. The applicant must also
provide justification for these impacts in Section VII below. All proposed impacts, permanent
and temporary, must be listed herein, and must be clearly identifiable on an accompanying site
plan. All wetlands and waters, and all streams (intermittent and perennial) must be shown on a
delineation map, whether or not impacts are proposed to these systems. Wetland and stream
evaluation and delineation forms should be included as appropriate. Photographs may be
included at the applicant's discretion. If this proposed impact is strictly for wetland or stream
mitigation, list and describe the impact in Section VIII below. If additional space is needed for
listing or description, please attach a_separate sheet.
Page 7 of 7
1. Provide a written description of the proposed impacts: NO IMPACT ON WET LAND AREAS,
EXISTING POND & DAM TO REMAIN. BUFFER ZONES TO BE MAINTAINED
AROUND POND ARCH CULVERT TO ACROSS NARROW DRAINAGE CHANNEL BELOW
2. Individually list wetland impacts below: N/A
Wetland Impact
Site Number
(indicate on map)
Type of Impact* Area of
Impact
(acres) Located within
100-year Floodplain**
(yes/no) Distance to
Nearest Stream
(linear feet)
Type of Wetland***
N a ?,! V

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: mechanized clearing, grading, fill,
excavation, flooding, ditching/drainage, etc. For dams, separately list impacts due to both structure and flooding.
** 100-Year floodplains are identified through the Federal Emergency Management Agency's (FEMA) Flood Insurance Rate Maps
(FIRM), or FEMA-approved local floodplain maps. Maps are available through the FEMA Map Service Center at 1-800-358-9616, or
online at htto://www.fema.gov.
*** List a wetland type that best describes wetland to be impacted (e.g., freshwater/saltwater marsh, forested wetland, beaver pond,
Carolina Bay, bog, etc.) Indicate if wetland is isolated (determination of isolation to be made by USACE only).
List the total acreage (estimated) of all existing wetlands on the property: 1 -? A
Total area of wetland impact proposed: NONE
3. Individually list all intermittent and perennial stream impacts below:
Stream Impact
Site Number
(indicate on map)
Type of Impact* Length of
Impact
(linear feet)
Stream Name** Average Width
of Stream
Before Impact Perennial or
Intermittent?
(please specify)
A NONE N/A UN-NAMED LESS THAN INTERMITTENT
TRIBUTARY TO 5'
IRICHLAND CREEKI

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: culverts and associated rip-rap,
dams (separately list impacts due to both structure and flooding), relocation (include linear feet before and after, and net loss/gain),
stabilization activities (cement wall, rip-rap, crib wall, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is
proposed, plans and profiles showing the linear footprint for both the original and relocated streams must be included.
** Stream names can be found on USGS topographic maps. If a stream has no name, list as UT (unnamed tributary) to the nearest
downstream named stream into which it flows. USGS maps are available through the USGS at 1-800-358-9616, or online at
www.usgs. og_v. Several internet sites also allow direct download and printing of USGS maps (e.g., www.topozone.com,
R.,ww_mapguest.com, etc.).
Cumulative impacts (linear distance in feet) to all streams on site: N/A
Page 8 of 8
4. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.) below:
Open Water Impact
Site Number
(indicate on map)
Type of Impact* Area of
Impact
(acres) Name of Waterbody
(if applicable) Type of Waterbody,
(lake, pond, estuary, sound,
bay, ocean, etc.)
B NONE 1.95 C UN-NAMED POND

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: fill, excavation, dredging,
flooding, drainage, bulkheads, etc.
5. Pond Creation (N/A) (POND EXISTING)
If construction of a pond is proposed, associated wetland and stream impacts should be
included above in the wetland and stream impact sections. Also, the proposed pond should
be described here and illustrated on any maps included with this application.
Pond to be created in (check all that apply): ? uplands ? stream ? wetlands
Describe the method of construction (e.g., dam/embankment, excavation, installation of
draw-down valve or spillway, etc.):
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.):
Size of watershed draining to pond: Expected pond surface area:
VII. Impact Justification (Avoidance and Minimization)
Specifically describe measures taken to avoid the proposed impacts. It may be useful to provide
information related to site constraints such as topography, building ordinances, accessibility,- and
financial viability of the project. The applicant may attach drawings of alternative, lower-impact
site layouts, and explain why these design options were not feasible. Also discuss how impacts
were minimized once the desired site plan was developed. If applicable, discuss construction
techniques to be followed during construction to reduce impacts.
NO IMPACT ON THE WET LAND AREASSINCE CHANNEL IS LE THAN 5' WIDE
& WET LAND AREA IS LESS THAN 20' WIDE. PROPOSED ROAD CROSSING
IS ARCH CULVERT , EXISTING CHANNEL TO REMAIN ITUDISTUR-RED
VIII. Mitigation
DWQ In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC
Division of Water Quality for projects involving greater than or equal to one acre of impacts to
freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams.
Page 9 of 9
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/strm6de.html.
1. Provide a brief description of the proposed mitigation plan. The description should provide
as much information as possible, including, but not limited to: site location (attach directions
and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet)
of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view,
preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a
description of the current site conditions and proposed method of construction. Please attach
.a separate sheet if more space is needed.
NIA - NO IMPACT
2. Mitigation may also be made by payment into the North Carolina Wetlands Restoration
Program (NCWRP). Please note it is the applicant's responsib;iity to contact the NCWRP at
[phone] to determine availability and to request written approval of mitigation prior
to submittal of a PCN. For additional information regarding the application process for the
NCWRP, check the NCWRP website at http://h2o.enr.state.nc.us/wrp/index.htm. If use of
the NCWRP is proposed, please check the appropriate box on page three and provide the
following information:
Amount of stream mitigation requested (linear feet):
Amount of buffer mitigation requested (square feet):
Amount of Riparian wetland mitigation requested (acres):
Amount of Non-riparian wetland mitigation requested (acres):
Amount of Coastal wetland mitigation requested (acres):
Page 10 of 10

IX. Environmental Documentation (required by DWQ)
Does the project involve an expenditure of public (federal/state) funds or the use of public
(federal/state) land?
Yes ? No x?
If yes,. does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at [phone] to review current thresholds for environmental documentation.
Yes ? No ?-
If yes, has the document review been finalized by the State Clearinghouse? If so, please attach a
copy of the NEPA or SEPA final approval letter.
Yes ? No ?
X. Proposed Impacts on Riparian and Watershed Buffers (required by DWQ)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
W' the project impact protected riparian buffers identified within 15A NCAC 2B .0233
ease 15A -NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 2B .0250 (Randleman Rules and
ater Supply Buffer Requirements), or other (please identify )?
Yes X? No ? If you answered "yes", provide the following information:
Identify the square feet and acreage of impact to each zone of the riparian buffers. If buffer
mutigation is required calculate the required amount of mitigation by applying the buffer
multipliers. t
Zone* (square pact feet) Multiplier
Required
Mitigation
1 NONE 3
2 3 (?„ 1.5
.
Za.
Total
Zone I extends out 3U teet perpendicular from near banx of enannel; cone Z extends an
additional 20 feet from the edge of Zone 1.
Page 11 of 11
. C
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.
RIPARIAN BUFFER RESTORATION/ENHANCEMENT
Xi. Stormwater (required by DWQ)
Describe impervious acreage (both existing and proposed) versus total acreage on the site-
Discuss' stormwater controls proposed in order to protect surface waters and wetlands
downstream from the property.
PROPOSED DEVELOPMENT WILL RESULT IN 34.7% IMPERVIOUS AREA OF
THE TOTAL 19.7 ACRE SITE EXISTING po+-)D; & NEW OUTLET STRUCTURE
WILL LIMIT MAXIMUM STORMWATER FLOW-FROM NEW DEVELOPMENT.
XII. Sewage Disposal (required by DWQ)
Clearly detail the ultimate treatment methods and disposition (non discharge or discharge) of
wastewater generated from the proposed project, or available capacity of the subject facility.
EXISTING ANTTARY WITHIN SITE AREA, WATER & SEWER BEING
PROVIDED BY TOWN OF WAKE FOREST
XIII. Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (15A NCAC 211.0500) or any Buffer Rules?
Yes ? No FKI
Is this an after-the-fact permit application?
Yes ? No X?
XIV. Other Circumstances (Optional):
It is the applicant's responsibility to submit the application sufficiently in advance of desired
construction dates to allow processing time for these permits. However, an applicant may
choose to list constraints associated with construction or sequencing that may impose limits on
work schedules (e.g., draw-down schedules for lakes, dates associated with Endangered and
Threatened Species, accessibility problems, or other issues outside of the applicant's control).
Applicant/Agent's Signature Daie
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 12 of 12
y imap://bob.zarzecki%40dwq.denr.ncmail.net@nplex l mcmail.net:143/..
Subject: Lakeview at Pemberly
From: [e-mail]
Date: Tue, 25 Feb 2003 06:47:42 EST
To: [e-mail]
CC: [e-mail], [e-mail], [e-mail]
John:
See attached notes regarding the changes we have made to the development
plans.
Call if questions
Dave Koss
1 of 1 2/25/03 9:38 AN
MEMORANDUM
TO: John Dorney
RE: Lakeview @ Pemberly
We have reviewed the notes from Bob Zarzecki and have proceeded to revise
the site development plan as follows:
1) Pond not subject to buffers - Ok, we will comply with the Town of Wake
Forest 50 exclusion zone around the pond for buildings and structures.
2) Drainage Channel Below Dam - Ok, we have always had this area designated
for the buffer rules. 30 ft exclusion area and 20 ft limited grading zones will be
maintained.
3) Stream Mitigation - Extent of mitigation not defined at this point, diverse flow
criteria will be maintained.
4) Road Crossing - We have made several changes to the embankment to limit
net culvert length to less than 150 ft.
5) Southern Drainage Channel - We have reviewed the drainage channel conditions - . ;
at the site and have revised the development plans to maintain the buffer zone
adjacent to this feature as noted on the attached plan.
6) Wetland Delineation -This was provided by the surveyor (Site Design), we do
not know if this was reviewed with the Corps of Engineers.
7) See Item #5, we have revised the development plan accordingly.
At this point, the development plans for the area around the pond is acceptable to DWQ;
we only need to work out the nutrient reduction for the stormwater flows. For the culvert
pipe below the existing dam, we will limit the net length of the open bottom
culvert to 150ft (or less). As discussed at our initial meeting, there is limited risk
of any significant stormwater flow through this culvert due to the dam and outlet
structure. We do not expect any scour or significant bank erosion through this culvert
due to a flood flow and lack of vegetation and propose to leave the immediate areas
adjacent to the drainage channel unchanged by the new construction.
We also believe the issue with the intermittent stream at the south property line running
along the boundary with the school track is resolved. This area will be left undeveloped
per the buffer rules.
11?- I
To accomplish the nutrient reduction, we have changed the culvert layout so that all
of the parking above the existing dam will discharge to the pond. We will take the
25% reduction credit for the pond and will accomplish the remaining 5% (or more)
by providing a vegetated area immediately below each culvert outfall (sized per the
BMP criteria) entering the pond. For the two small culvert systems that drain the
two parking areas below the dam that will discharge to the drainage channel above the
culvert section, we will provide a 50ft vegetated channel and level spreader at each
location to achieve diverse flow and nutrient reduction. For any roadway side
ditches, along the Ligon Mill Road extension, we will provide a vegetated channel
for the last 50ft before discharging to the, existing channel.
Please review and advise if any questions.
Dave Koss
[Fwd: 021804Lakeview@Pemberly] David Koss
Subject: [Fwd: 021804Lakeview@Pemberly] David Koss
Date: Wed, 12 Feb 2003 09:13:37 -0500
From: Bob Zarzecki <[e-mail]>
Organization: Division of Water Quality; 401 Certification Unit
To: [e-mail]
CC: John Dorney <[e-mail]>, Steve Mitchell <steve.l [e-mail]>,
Mike Horan <[e-mail]>
David: 4
John asked me to forward this email to you.
Summary -
• pond not subject to buffers
• stream below pond is subject to buffers at "toe of dam"
• stream below pond will require stream mitigation depending on the proposed impact
• buffer mitigation will be required for the road crossing below the pond if it exceeds 150 feet or 1/3
acre of buffer impact
• southern stream depicted as "existing ditch line" near "Building #8" on site plans appears to be
subject to buffer rules
• has the USACE approved the wetland delineation map for the property? ...if so, did they determine
that this stream is jurisdictional? ...if not, then they need to go to the site to review the stream?
• if southern stream is subject to buffers site plan will need to be revised to avoid buffers
Please call me (919-733-9726) or John (919-733-9646) if you would like to discuss
- Bob
Subject: Re: 021804Lakeview@Pemberly
Date: Wed, 12 Feb 2003 08:36:44 -0500
From: John Dorney <[e-mail]>
To: Bob Zarzecki <[e-mail]>
CC: Steve Mitchell <[e-mail]>, Mike Horan <[e-mail]>,
"Todd St. John" <[e-mail]>
thankx. bob please call the consultant and discuss these items or forward the email to him
Bob Zarzecki wrote:
JD:
On February 10, 2003, Mike Horan and myself visited this property at your request to review the stream
below the pond to determine if stream mitigation would be required and to determine if any buffers
associated with the streams depicted on the soil survey north and south of the property extend onto the
property. In addition you asked me to check the RRO files to determine if the pond was exempted from
the buffer rules and where the buffer start on the stream below the pond.
Results:
Pond.- The RRO file (NBRRO 00-130) contains a letter dated June 5, 2000 and a map that exempted the
pond from the buffer rules. The map (I've put a hard copy in your box along with this email) indicates
1 of 3 2/12/03 9:15 AN
[Fwd: 021804Lakeview@Pemberly] David Koss
that the pond is not subject to the "Neuse Riparian Buffer" and that the stream starts at the "toe of the
dam". Therefore, I believe that the site plan provided during our meeting with the applicant yesterday
accurately depicts the location of the buffers.
Stream Below the Pond - Mike & I sampled the stream in a location that we believed to be at or slightly
above the location of the proposed road crossing. We found some amphipods and one "fingernail
clam". We then sampled the stream just below a section where it went under ground for approximately
20 feet. This appeared to have been used for a crossing for a geo-tech rig. The underground section was
just below a "wetland delineation" flag labeled "C-11". Here we found salamanders and more
macrobenthic organisms (mayflies, etc.). Based'on a discussion with you this morning and the current
DWQ policy. I understand that stream mitigation will be required for this area.
The current plan proposes to use an open-bottom culvert. Todd stated that depending on the stream's
current condition (stabile, etc.) and post-condition (after vegetation dies or is removed from the banks,
the pond discharge pipe is installed and the watershed is built-out) streambank stabilization (riprap) may
be required under the culvert. It is my understanding that stream mitigation would not be required if an
open-bottom culvert that doesn't impact the stream is installed (does not require a NWP or GC) and if
streambank stabilization is used (requires NWP1'3 and GC3353, no mitigation). However, a pipe would
require mitigation (NW 14 or 39).
Stream North of Property - No stream was found within 50 feet of what Mike and I thought to be the
property boundary.
Stream South of Property - (Refer to the site plan in your box...I've highlighted the possible subject
stream in yellow.) A stream does exist south of the property. It appears to be an intermittent stream.
Based on what Mike and I determined to be the southern property line (we found a cut-line and
flagging), the stream appears to be greater than 50 feet from the southwestern property corner. However,
it appeared that the stream may be on the property near the southeastern property corner. An "existing
ditch line" is depicted on their site plans within this area. Mike and I are not entirely positive, but it
appears based on the cut-line and flagging in the. field and the location of the school property that this
"existing ditch line" is the southern stream depicted on the soil survey. If so, then this stream is subject
to the buffer rules. It probably would not be a bad idea for you and Mitchell to confirm this. You'll most
likely want the applicant's surveyor or engineer present to confirm the field location to what's depicted
on the site plan. If the "existing ditch line" is a stream subject to the buffer rules, then it will require that
the applicant redesign the project. "Building #8" and its associated parking are currently proposed within
the buffers.
Let me know if you need anything else. - - -
- Bob '
Bob Zarzecki c
NC DENR/DWQ 401 Wetlands Certification Unit Std
919-733-9726
ot ??cAo .
2of3
- - 2/12/03 9:15 AM
Feb 11 03 01:17p Ross/Deckard Arch.
Feb 11 03 01:17p Ross/Deckard Arch.
Ross
N4
Deckard Architects, PA
MEETING MINUTES
Lakeview at Pemberley
Wake Forest, North Carolina
R/DA Project No. 01-521.00
Date: February 10, 2003
10:00 am
[phone]
[phone]
Present: John Dorney, Division of Water Quality
Bob Zarzecki, Division of Water Quality
Todd St. Johr, Division of Water Quality
Dave Koss, Fenner & Proffitt
Christi Boone, R/DA
p.2
p.1
The following items were discussed at today's meeting:
Item No. 1 We are meeting today to discuss the letter dated January 22, 2003 from John Dorney
with Division of Water Quality regarding outstanding commerts.
Item No. 2 A letter dated June 5, 2000 from Steve Mitchell with NCDENR which states that the
pond on our site is exempt from the Neuse River Buffer Rules (that they,do not apply).
Bob Zarzecki with the Division of Water Quality is going to talk with Steve Mitchell
with NCDENR to discuss the letter.
Item No. 3 Located on site is a pond and stream.
Item No. 4 Submitted to NCDENR; must have DWQ approval.
Item No. 5 Culvert pipe (crossing at Ligon Mill Road): currently 160'-0" long.
Item No. 6 Stream crossing is exempt from mitigation if culvert pipe is less than 150'-0" long
(total length). This would be an additional cost of $38,000.
Dave meet with Eric Keravouri, Town of Wake Forest after the meeting with DWQ.
Eric has reduced the embankment (roadway section) from 90'-0" to 72'-0".
Dave is currently re-reviewing the updated information and will let me know if the
design will change to a culvert pipe of 150'-0" or less. Eric also added guardrails to
the road at the embankment.
Item No. 7 NCDENR (Land Quality) has saic that the dam shall be low hazard.
Item No. 8 Impervious surface is required to be 30% or less to have no special mitigation for
treating stormwater. We are currently at 34% impervious surface.
Item No. 9 The existing pond will be used as part of the stormwater treatment.
This situation could be approved. The state will only credit us to 25%. Additional
measures will need to be done.
P.C. Box 98044 Raleigh, '4.C. 27624-8044 Phone: 9151,875.0001 Fax: [phone] www.v.RossDeckardArchitects.corn
ren 11 uj ui:i-tp NosSlUeckard Hrch. [phone] p,1
Ross : Deckard Architects, PA
MEETING MINUTES
Lakeview at Pemberley
Wake Forest, North Carolina
R/DA Project No. 01-521.00
Date: February 10, 2003
10:00 am
Present: John Dorney, Division of Water Quality
Bob Zarzecki, Division of Water Quality
Todd St. John, Division of Water Quality
Dave Koss, Fenner & Proffitt
Christi Boone, R/DA
The following items were discussed at today's meeting:
11
Item No. 1 We are meeting today to discuss the letter dated January 22, 2003 from John Dorney
with Division of Water Quality regarding outstanding commerts.
Item No. 2 A letter dated June 5, 2000 from Steve Mitchell with NCDENR which states that the
pond on our site is exempt from the Neuse River Buffer Rules (that they do not apply).
Bob Zarzecki with the Division of Water Quality is going to talk with Steve Mitchell
with NCDENR to discuss the letter.
Item No. 3 Located on site is a pond and stream.
Item No. 4 Submitted to NCDENR: must have DWQ approval.
Item No. 5 Culvert pipe (crossing at Ligon Mill Road): currently 160'-0" long.
Item No. 6 Stream crossing is exempt from mitigation if culvert pipe is less than 150'-0" long
(total length). This would be an additional cost of $38,000. .
Dave meet with Eric Keravouri, Town of Wake Forest after the meeting with DWQ.
Eric has reduced the embankment (roadway section) from 90'-0" to 72'-0".
Dave is currently re-reviewing the updated information and will let me know if the
design will change to a culvert pipe of 150'-0" or less. Eric also added guardrails to
the road of the embankment.
Item No. 7 NCDENR (Land Quality) has soic that the dam shall be low hazard.
Item No. 8 Impervious surface is required to be 30% or less to have no special mitigation for
treating stormwater. We are currently at 341/c impervious surface.
Item No. 9 The existing pond will be used as part of the stormwater treatment.
This situation could be approved. The state will only credit us to 25%. Additional
measures will need to be done.
P.C. Box 98044 Raleigh, V.C. 27624-8044 Phone: [phone] Fax: [phone] ~v.RossDeckardArchitects.corn
Feb 11 03 01:17p
01-521.00
February 10, 2003
Page 2 of 2
Ross/Deckard Flrch.' [phone] p.2
Item No. 10 North side of site will need some re-design regarding stormwater. Four (4) areas will
be wetland areas. This will be approximately an additional cost of $7,000 - $8,000.
Item No. 11 Bio-retention will be used as an infiltration device on the south side of the site as c
measure for stormwater treatment.
Item No. 12 With existing dam - is stream Perennial or Intermittent ??? Bob Zarzecki, DWQ to
determine.
Item No. 13 Removal of vegetation; serious impervious area
item No. 14 Recommend stability of stream (at bottomless culvert) to have rip rap bank.
There is a concern from DWQ regarding this area.
Item No. 15 401 conditions may be required.
Item No. 16 Dam is in place; no outlet structure - sees no flow.
Item No. 17 Plan for the treatment around pond,
Item No. 18 Bio-retention is required (when we capture the water in a vegetated area for
treatment - then release)
Item No. 19 Long grassy Swale / stream
Item No. 20 Regarding the property of Wake County Board of Education (adjacent neighbor to
the south) - there is a stream on their property that we need to maintain a 50'-0"
buffer. This should not be an issue, but Division of Water Quality will make a field
inspection to verify.
Should you have any questions concerning the above minutes, or wish to clarify or change any
item, please let us know at your earliest convenience.
END OF R=-PORT
Prepared by
Christi Boone
Intern Architect
Ross/Deckard Architects, PA
cc: All Attendees
Constance Callahan, SunTrust-
Faris Cadcro, CLC
Nakira Carter, Regency Development
John McDougald, Norsouth Corporation
G:\2001 Projects\500-F\NC\W0ke Forest 01-521\Corresp\Meeting A4inutes\DWQ Meeting Min 02-10-03.doc
021804Lakeview @Pemberly
7bF?1e Iso c.Nc.?Ine?l
Subject:021804Lakeview@Pemberly w Grp1 c4„k? r'e?t s
Date: Tue, 11 Feb 2003 11:59:59 -0500 i)fA) tcce"e_?_A H•, 4cy d,•.,Y , (?c\?o
From: Bob Zarzecki <[e-mail]>
Organization: Division of Water Quality; 401 Certification Unit cl
e t,ine..l:w..
I woe ?----?T s-rR
To: John Domey <[e-mail]> approvGC b,1 t-A%d VSgeLr• tJe
CC: Steve Mitchell <[e-mail]>, Mike Horan <[e-mail]>,
"Todd St. John" <[e-mail]> 1 V 4Sk . 'The Sovt?e?,.. s4?.e
w&6.6A eabuire c` LION Iy01 tJhlilS ?'lnet,1
JD: ?.Vo-J .lJ-r^e uppl?c«.4 ?da? l?kel
On February 10, 2003, Mike Horan and myself visited this property at your r qu'es to review the stream
??'
11e w??
below the pond to determine if stream mitigation would be required and to determine if any buffers p?opo,,.,.a i
associated with the streams depicted on the soil survey north and south of the property extend onto the v+e G,?
property. addition you asked me to check the RRO files to determine if the and was exempted from °po-w4`
the buffer rules and where the buffer start on the stream below the pond. - 3-b
Zliela3
Results:
Pond - The RRO file (NBRRO 00-130) contains a letter dated June 5, 2000 and a map that exempted the
pond from the buffer rules. The map (I've put a hard copy in your box along with this email) indicates that
the pond is not subject to the "Neuse Riparian Buffer" and that the stream starts at the "toe. of the dam".
Therefore, I believe that the site plan provided during our meeting with the applicant yesterday accurately
depicts the location of the buffers.
Stream Below the Pond - Mike & I sampled the stream in a location that we believed to be at or. slightly
above the location of the proposed road crossing. We found some amphipods and one "fingernail clam".
We then sampled the stream just below a section where it went under ground for approximately 20 feet.
This appeared to have been used for a crossing for a geo-tech rig. The underground section was just below
a "wetland delineation" flag labeled "C-11". Here we found salamanders and more macrobenthic
organisms (mayflies, etc.). Based on a discussion with you this morning and the current DWQ policy. I
understand that stream mitigation will be required for this area.
The current plan proposes to use an open-bottom culvert. Todd stated that depending on the stream's
current condition (stabile, etc.) and post-condition (after vegetation dies or is removed from the banks, the
pond discharge pipe is installed and the watershed is built-out) streambank stabilization (riprap) may be
required under the culvert. It is my understanding that stream mitigation would not be required if an
open-bottom culvert that doesn't impact the stream is installed (does not require a NWP or GC) and if
streambank stabilization is used (requires NWP13 and GC3353, no mitigation). However, a pipe would
require mitigation (NW 14 or 39). kJ j be,- ti• ? ,• t1?. -eC0 t.V A ". > I o .s. ' 13
Stream North of Property - No stream was found within 50 feet of what Mike and I thought to be the
property boundary.
Stream South of Property - (Refer to the site plan in your box...I've highlighted the possible subject
stream in yellow.) A stream does exist south of the property. It appears to be an intermittent stream.
Based on what Mike and I determined to be the southern property line (we found a cut-line and flagging),
the stream appears to be greater than 50 feet from the southwestern property corner. However, it appeared
that the stream may be on the property near the southeastern property corner. An "existing ditch line" is
depicted on their site plans within this area. Mike and I are not entirely positive, but it appears based on
the cut-line and flagging in the field and the location of the school property that this "existing'ditch line" is
the southern stream depicted on the soil survey. If so, then this stream is subject to the buffer rules. It
probably would not be a bad idea for you and Mitchell to confirm this. You'll most likely want the
1 of 2 2/11/03 12:00 Pb
021804Lakeview @Pemberly
applicant's surveyor or engineer present to confirm the field location to what's depicted on the site plan. If
the "existing ditch line" is a stream subject to the buffer rules, then it will require that the applicant
redesign the project. "Building #8" and its associated parking are currently proposed within the buffers.
Let me know if you need anything else.
- Bob
Bob Zarzecki
NC DENR/DWQ 401 Wetlands Certification Unit
919-733-97M
2 of 2 2/11103 12:00 PM
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Triage Check List
Date: Wz 1 1o 3 Project Name: P?he r l
L.aKev,`ew Y
DWQ#: o 2 goY
------------
County: 'Waxe
To: ? . ARO
Mike Parker ? WaRO Tom Steffens
El FRO Ken Averitte El
WiRO
El MRO Noelle Lutheran
Mike Parker ? WSRO 'Cyndi Karoly (Central Off
RRO Steve Mitchell
From: LRrry
Telephone (919) -73 3- 9 6 ov
The file attacbE?.__;.a_ti._.
cur for your evaluation.
- - --------- -
Please -call if you need assistance.
? Stream length impacted
? Stream determination
? Wetland determination and distance to blue-line surface waters on USFW to
Minimization/avoidance issues po maps
? Buffer Rules (Meuse, Tar-Pamlico, Catawba, Randleman)
? Pond fill
Mitigation Ratios
? Ditching
? Are the stream and or wetland mitigation sites availab
Check drawings for accuracy le and viable?
? Is the application consistent with pre-application meetings?
? Cumulative impact concern
Comments: /tree f,v? ?.? Z&O'/o ff
CJ
J /n / ?.
Jan 24 03 10:35a FENNER & PROFFITT, INC 252-237-4138 P.1
FENNER & PROFFITT
CONSULTING ENGINEERS
125 W. BARNES STREET / P.O. BOX 12651 WILSON, N.C. 27894-1265
PHONE [phone]
FAX [phone] `
E-MAIL feWuf@-eboxc-
Date: January 24, 2003
To: John Dorney @ DW Q
Fax No.: 919-733-6893
From: Dave Koss
Re: Lakeview a` Pemberly
]L)ivision of Water Quality Application #02-1804
Total Pages Including Cover Page: 2
Message: O
F
A
X
John:
As discussed, we have obtained a copy of the previous letter from the NCDENR
which exempts the pond shown on our drawings for this project from the Neuse
River Buffer Rules. Therefore, we will limit our application to the Ligon Mill Road
extension which crosses the intermittent creek below the dale. We will submit a revised
application prior to our meeting on February 10, 2003. If you have any questions, please
let us know.
Response Requested: [ ] Yes [ ] No
Copy To= Towno of Wake Forest cPlanning Dept. U 919-554-6607,

Jan 24 03 10:37a
01/23/2003 10:23
FENNER & PROFFITT, INC 252-237-4138 p•2
8565655 ENGINEERING PAGE 02
NORTHtI?ROLINA DEPARTM TMENT OF
ENVIRONMENT AND NATURAL RESOURcEs
DIVISION OF WATER QUALITY
RALEIGH REGIONAL OFFICE
k v.- 5, 2000
Shanda Davenport
Rio-. & Associates
116 New Addition Court
Cary, N. C. 273l I
Subject: Neuse River Basins Riparian Buffer Rules
NBRRO 00-130
Pembedey Subdivision
Wake County
Dear Ms. Davenport:
Oln August 8, 199s, I met with Steve Rice to discuss the above referenc cd project. This project is
referenced by the Raleigh Regional Mce as NBRRO 00-130. The features represented on the
Wake County Soils and the USGS Wake Forest Quad maps were evaluated to ascertain their
subjectivity to the Neuse Buffer Rule. The feature is only represented on the soil maps but was
dcteunined to be at least an intermittent creek and as such is subject to protection under the Neuse
River Basin: Nutrient Sensitive Waters Management Strategy; Protection and Maintenance of
Existing Riparian Areas, Administrative Code TISA:02BA233 (NCAC 0233).
The pond is depicted on both maps but is isolated from the subject body of water (the unnamed
k RIutauy)- Therefore, the Neuse Buffer Ruks do not apply to the pond. The appropriated buffer is
delineated on the doAmstreann feature. This letter addresses only the applicability of the Neuse
Riparian Buffer Rule. For information relevant to wetland impacts, please contact the Wctland/401
Unit at 733-1796.
Thank you for your attention to this matter and if this Office can be of auy assistance or if you have
:additional questions, please do not hesitate to contact us.
Sincerely.
Steve Mitchell
Environmental Scientist
cc: RRO/John Domey
Wake County
H:lnbrlet.forlncw-e butlbuf00'pernbr1y.130
9620 MwI< 32"VIC6 CGKTER, RAURMN. MOM" GILwCLINA A7600-16"
P@4"6*10-671.4700 FAX•tO-571-477a
A. V..AL QiApa?lIMItY / ARil11MPTlrt LGTIOM LM??.m Cf NO% 4KVGLCW%A76 ?e?r.CpMSYMCI? P^PK 1

??? W ATF9Q Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
r Alan Klimek, P.E., Director
=1 Division of Water Quality
4 .?
January 22, 2003
DWQ # 02-1804
Wake County
CERTIFIED MAIL-RETURN RECEIPT REQUESTED
Regency Development Associates
2700 Wycliff Road
Suite 315
Raleigh, NC 27607
Dear Sirs:
The Division of Water Quality has reviewed your plans to impact streams and their associated
buffers located at Lakeview at Pemberly development in Wake Forest at Stone Mountain Road and
Longborne Road in Wake County for residential development. Insufficient evidence is present in our
files to conclude that your project must be built as planned and therefore, we will place this project on
hold as incomplete until we receive this additional information, we are requesting (by copy of this letter)
that the U.S. Army Corps of Engineers place your project on administrative hold.
On November 20, 2002 we wrote you concerning deficiencies in your application. On January 15,
2003 your consultant (David Koss, Fenner and Proffitt) responded. Unfortunately he did not fully
address the concerns expressed in our letter. Please provide seven (7) copies of this information
in your submittal.
Please addrE)ss the following questions that were raised in our November 20 letter.
1. Provide a copy of the USGS topo map and county soil survey with the boundary of the entire
site clearly marked on the maps. Maps with the site circled on them (as provided in your
response) are not accurate enough for us to locate the site and determine whether the Neuse
River buffer rules may apply.
2. Provide a plan which results in diffuse flow of stormwater before it discharges into the lake as
discussed in our earlier letter. The explanation in your January response that "this area is
already rough-graded for the street extension, there is little I can change except to provide
riprap outlet protection: is not compelling since the site can be regraded to allow this stormwater
management.
3. Please provide a signed application as required in our November letter. We still have not
received that signature.
Please respond within three weeks of the date of this letter by sending a copy of this information to
me and, one copy to Raleigh Regional Office. If we do not hear from you in three weeks, we will
assume that you no longer want to pursue this project and we will consider the project as withdrawn. If
you have any questions, please telephone John Dorney at 919-733-1786 or Steve Mitchell in our
Raleigh Regional Office at 919-571-4700.
J S' ?hR. J4 Dor ey
4 ter Quality erti ' ation Program
cc: Raleigh DWQ Regional Office
Raleigh Field Office Corps of Engineers
Central Files
File Copy
David Koss, Fenner and Proffitt
N. C. Division of Water Quality, 401 Wetlands Certification Unit,
1650 Mail Service Center, Raleigh, NC 27699-1650 (Mailing Address)
2321 Crabtree Blvd., Raleigh, NC 27604-2260 (Location)
[phone] (phone), 919-733-6893 (fax), (http://h2o.enr.state.ne.us/ncwetlands
/P7
--- --- - - - ------ --- --- ---------- _ - - - ° -- -
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?d
W.E. Fenner, RE
H.M. Long, P.E.
D.NL Koss, P.E.
FENNER & PROFFITT
CONSULTING ENGINEERS
125 W. BARNES STREET / P.O. BOX 1265 / WILSON, N.C. 27894-1265
PHONE [phone]
FAX [phone]
E-MAIL. - [e-mail]
MEMOWiNDUM
TO: John Dorney
DWQ
FROM: David M. Koss, PE
RE: Lakeview @ Pemberly (DWQ #02-1804)
Neuse River Basin Rules
Wake Forest, North Carolina

My apologies for the difficulty in getting together on the initial comments regarding our
application for the subject project. I do not know exactly what the Architect has provided
to your office and I have had some delay in getting everyone concerned to understand
that the original application was never signed by the Owner. I have finally been able
to get the `right' people in place and can provide a signed copy of the application.
With regard to the initial comments, I am providing the following:
1. USGS Topo - I have made a copy from the USGS Quad sheet for the site area at a
scale of 1" = 1333 ft to be somewhat compatible with the Soil Survey which is also at
a scale of 1" = 1333 ft. The problem with the soil survey is that the map was prepared
in 1968 at which time the pond did not exist. We cannot determine when the pond/dam
was created, the ]and Quality Section and Dam Safety Office have no record of this
impoundment being built. From my field inspection, most of this area has been disturbed
and is not correctly identified on the old soil survey. There is considerable development
already underway in this area with single family homes under construction on the east
side of the pond. 1 would like to suggest we make a field inspection together to review
any issues or additional comments regarding this application.
2. Diffuse Flows -- At this point, there are three (3) culverts that discharge to the pond.
There is an existing culvert at the extreme northwest corner that has already been installed
by the adjacent developer that discharges within the 30ft Zone 1. (There is also evidence of
a temporary sediment pond within the 3Oft Zone 1) Since this area is already rough-graded
for the street extension, there is little I can change except to provide riprap outlet protection.
The second culvert is shown to discharge in a small natural depression off a parking area. The
10-year flow is less than 2 cfs, however, there is only enough room at the outlet to provide
some riprap in a check dam configuration to disperse the flow. The third is shown near the
dam and with some open space available, a permanent level-spreader can be provided at this
outlet.
Page 2
3. Signed Application - I will deliver the signed application with the maps as noted above.
4. Arch Culvert - The location for the arch culvert is fixed by the centerline of the Ligon
Mill Road extension. This was established by the Town of Wake Forest Planning Dept. We
calculate the culvert will be about 160 ft long through the embankment with the center about
400 ft downstream from the centerline of the existing dam. The concept of the 24 ft arch culvert
is to completely span the wetlands area running with the drainage channel. This culvert section
has been used before in the Wake Forest area to accomplish the same objective. I will
include with a hard copy of this note, a description of the culvert from the CONTEC design
manual.
E-mail communication is Ok if this is the best way to continue the review process.
STRUCTURE SRAPE GEOMETRY
Shapes Sizes - Span x Rise Common Uses Steel Aluminum Trade Name
Round 5' to 26' Culverts, storm sewers, aggregate, vehicular and pedestrian X MULTI-PLATE

0 tunnels, and stream enclosures. Functions well in all
applications, but especially in those with higher cover. X Aluminum
Structural Plate
Vertical Ellipse 4'8" x 5'2" Culverts, storm sewers, service tunnels, recovery tunnels X MULTI-PLATE
to and stream enclosures. Works well in higher cover
0 25'x 277" applications. X Aluminum
.
Structural Plate
Underpass 1'2" x 11'0" Offers efficient shape for passage of pedestrians or X MULTI-PLATE
to livestock, vehicular traffic and bicycles with minimal
0 20'4" to 17'9" invert bury. X Aluminum
Structural Plate
Pipe-Arch 6'1" x 47" Limited headroom. Has hydraulic advantages X MULTI-PLATE
to at low flow levels. Culverts, storm sewer,
207" x 13'2" underpass and stream enclosures. X Aluminum
Structural Plate
Horizontal Ellipse 7'4" x 5'6" Culverts, bridges, low cover applications, wide X MULTI-PLATE
to centered flow, good choice when poor foundations
0 14'11" x 11'2" are encountered X Aluminum
Structural Plate
Arch (single radius) 6' x 1' 10" Low clearance, large waterway opening. X MULTI-PLATE
to Aesthetic shapes and open natural bottoms for
25' x 12'6" environmentally friendly crossings. X Aluminum
Structural Plate
Low-Profile Arch * 20'1" x 7'6" Culverts, storm sewers, Low headroom and X SUPER-SPAN
to large opening. Bridge structures, stream enclosures.
45'0" x 18'8" Aesthetic shapes and open natural bottoms for X SUPER-PLATE
environmentally friendly crossings.

High-Profile Arch 20'1" x 9'1"
to Culverts, storm sewers, bridges. Higher rise,
large area opening. Open natural bottoms for X SUPER-SPAN
35'4" x 20'0" environmentally friendly crossings. X SUPER-PLATE
Pear-Arch 23'-11 " x 23'-4" Railroad underpasses or large clearance areas- X SUPER-SPAN
to
30'-4" x 25'-40"
Pear 23'-8" x 25'-5" Railroad underpasses or large clearance areas. X SUPER-SPAN
to
29'-11" x 31'-3"
Horizontal Ellipse 19' x 12'9" Larger culverts and bridges. Low headroom X SUPER-SPAN
to wide centered flow, good choice when poor
37'2" x 22'2" foundations are encountered. X SUPER-PLATE
Box Culvert 8'9" x 2'6" Very low, wide bridges, culverts, and stream enclosures X Aluminum
to functions well as fast small-span bridge replacement. Box Culvert
25'5" x 10'2"
Pedestrian spans up to 400' Recreational, overpasses, industrial conveyor, pipe support X STEADFAST/
CONTINENTAL
H 20 Bridge - - spans up to 150' County, city, parks, industrial complexes- X Heavy/Highway
Bridge
* Larger steel sizes are available up through 50 ft- spans. Call your local Sales Engineer for more information.
3
OF W A rE ?( ? ?,? Michael F. Easley, Governor
?p 9pG Wiliam G. Ross Jr., Secretary
? y North Carolina Department of Environment and Natural Resources
P Alan Klimek, P.E., Director Division of Water Quality
November 20, 2002
DWQ # 02-1804
Wake County
CERTIFIED MAIL - RETURN RECEIPT REQUESTED
Regency Development Associates
2700 Wycliff Road, Suite 315
Raleigh, NC 27607
Dear Sirs:
On November 11, 2002 the Division of Water Quality (DWQ) was notified by receipt of your
application regarding your plan to fillwetland for the purpose of residential construction in Wake
County. Approval from DWQ is required to disturb these waters. Please provide 7 copies of the
following information and refer ,to the DWQ # listed above in your reply. Please show these on maps of
suitable scale (for instance I" = 100 feet) so we can begin to determine your projects' compliance with
I5A NCAC 2H.0500.
1. Please provide a copy of the USGS Topo and County Soil Survey maps for the project so we
can determine if there are other features subject to the buffer rules.
2. Please indicate the diffuse flow provision measures on the site plan. Diffuse flow must be
achieved before discharge into the lake.
3. Please provide signed copies of the application
4. Provide a description of the location of the proposed arched culvert.
Please telephone me at 919-733-1786 if you have any questions or would require copies of our
rules or procedural materials. This project will remain on hold as incomplete in accordance with 15A
NCAC 2H .0505(c). The processing time for this application will begin when this information is
received. If we do not hear from you by writing within three (3) weeks we will assume you no longer
want to pursue the project and will consider it withdrawn.
Program
JRD/bs
cc
AA,
Raleigh DWQ Regional Office
Raleigh Corrps of Engineers
Central Files
File Copy
Christi Boone, Ross/Deckard Architects, PA, Post Office Box 98044, Raleigh, NC 27624-8044
0`` Eta ' Pro, t
N. C. Division of Water Quality, 401 Wetlands Certification Unit,
1650 Mait Service Center, Raleigh, NC 27699-1650 (Mailing Address)
2321 Crabtree Blvd., Raleigh, NC 276042250 (Location)
[phone] (phone), 919-7:33-6893 (fax), (http:/th2o.enr.state.nc.Wncwetiands

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WAKE COUNTY, NORTH CAROLINA NO. 14
This -nap is one of a set compiled in 1968 as part of 8 5011 survey by the Soil Conservation Service, United States Department of Agriculture, and the North Carolina Agricultural Experiment Stall?n.
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7
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan Klimek, P.E., Director Division of Water Quality
November 20, 2002
DWQ # 02-1804
Wake County
CERTIFIED MAIL - RETURN RECEIPT REQUESTED
Regency Developmenit Associates
2700 Wycliff Road, Suite 315
Raleigh, NC 27607
Dear Sirs:
On November 11, 2002 the Division of Water Quality (DWQ) was notified by receipt of your
application regarding your plan to fill wetland for the purpose of residential construction in Wake
County. Approval from DWQ is required to disturb these waters. Please provide 7 copies of the
following information and refer to the DWQ # listed above in your reply. Please show these on maps of
suitable scale (for instance V = 100 feet) so we can begin to determine your projects' compliance with
15A NCAC 2H.0500.
1. Please provide a copy of the USGS Topo and County Soil Survey maps for the project so we
can determine if there are other features subject to the buffer rules.
2. Please indicate the diffuse flow provision measures on the site plan. Diffuse flow must be
achieved be-.Fore discharge into the lake.
3. Please provide signed copies of the application
4. Provide a description of the location of the proposed arched culvert.
Please telephone me at 919-733-1786 if you have any questions or would require copies of our
rules or procedural materials. This project will remain on hold as incomplete in accordance with 15A
NCAC 2H .0505(c). The processing time for this application will begin when this information is
received. If we do not hear from you by writing within three (3) weeks we will assume you no longer
want to pursue the project and will consider it withdrawn. ;
JRD/bs
Program
cc: Raleigh DWQ Regional Office
Raleigh Corps of Engineers
Central Files
File Copy
Christi Boone, Ross/Deckard Architects, PA, Post Office Box 98044, Raleigh, NC 27624-8044
N. C. Division of Water Quality, 401 Wetlands Certification Unit,
1650 Mail Service Center, Raleigh, NC 27699-1650 (Mailing Address)
2321 Crabtree Blvd., Raleigh, NC 27604-2260 (Location)
[phone] (phone), 919-733-6893 (fax), (http://h2o.enr.state.nc.uslncwetlands

Ross DElckord Architects, P.A.
TRANSMITTAL LETTER
Phone: [phone] Fax: [phone]
PROJEC
TO:
? ? ? u F
?LP amt
_ ?
WE TRANSMIT:
? herewith via (/? r J NyL r
? in accordance with your request
FOR YOUR:
Vapproval ? distribution to parties
review & comment ? record
? use ?
THE FOLLOWING:
16rawings ? Shop Drawing Prints
QI Specifications ? Shop Drawing Reproducibles
Ci Change Order ?
? information
? Samples
? Product Literature

Tl
R1l?fC?
'DESCRIPTION
i ACTION

'
,r? t F , CPIPE
#7
r t
0

92-
Copies 1ro:
ARCHITECT'S 01,,574
PROJECT NO:
DATE: M44b/l Ll
If enclosures are not as noted, please
inform us immediately.
If checked below, Please:
? Acknowledge receipt of enclosures.
? Return enclosures to us.
8320 Litchford Road Raleigh, NC 27615
,.4 a11d.
ACTION A. Action indicated on item D: For signature and forwarding as noted below under REMARKS
CODE: B. No action required E: See REMARKS below
C. For signature and return to this office
¦ Complete items 1, 2, and 3. Also complete
item 4 if Restricted Delivery is desired.
¦ Print your name and address on the reverse
so that we can return the card to you.
¦ Attach this card to the back of the mailpiece,
or on the front if space permits.
1. Article Addressed to: p U?
10-?Q-._ a ??24
Regency Development z :SVF?
2700 Wycliff Road y
Suite 315
Raleigh, ITC 27607 H?13
Signature
? Agent
B. Received by_LPrinted flame) C. Date of Delivery
Is delivery address different from item 1? ? Yes
if YES, enter delivery address below: ? No
Se Type
Certified Mail ? 5xpress Mail
? Registered Return Receipt for Merchandise
? Insured Mail ? C.O.D.
4. Restricted Delivery? (Extra Fee) ? Yes
L Article Number
(Transfer from service labe, 7002 2 410 0003 0275 0300
Is Form 3811, August 2oo1 Domestic Return Receipt 2ACPPI
UNITED STATES POSTAL SERVICE
First-Class
Sender: Please print your name, address, and ZIP+4 in this box
NC DENR Division of Water Quality
Wetlands/401 Unit
2321 Crabtree Boulevard
Raleigh, NC 27604
Mail
USPS ? & Fees Pt
Permit No: G-10
F 3 iFiIlFi(II?IFIFiF if l lIIII II
.i x IIAFIIIIIII lift IIIIIIIIIII
DWQ# Vv Pir ? A Pate 0
$$) Plan Detail Incomplete t
? Please provide a for the project.`
S b C 0aJ fticx?
? Please show all stream impacts including all fill slopes, dissipators, and bank stabilization on the site plan.
? Please show all wetland impacts including fill slopes on the site plan.
? Please indicate all buffer impacts on the site plan.
? Please indicate proposed lot layout as overlays on the site plan.
? Please indicate the location of the protected buffers as overlays on the site plan.
?4 S6?1L.-J?a1 VW
? Please locate all isolated or non-isolated wetlands, streams and other waters of the State as overlays on the site plan.
? Please provide cross section details showing the provisions for aquatic life passage.
? Please locate any planned sewer lines on the site plan.
? Please provide the location of any proposed stonnwater management practices as required by GC
? Please provide detail for the stormwater management practices as required by GC
? Please specify the percent of project imperviousness area based on the estimated built-out conditions.
? Please indicate all stormwater outfalls on the site plan. k'
Please indicate the diffuse flow provision measures on the site plan. ??IS `
? Please indicate whether or not the proposed impacts already been conducted. e

Avoidance and/or Minimization Not Provided
? The labeled as on the plans does not appear to be necessary. Please eliminate the or provide additional information as to why
it is necessary for this project.
? This Office believes that the labeled on the plans as can be moved or reconfigured to avoid the impacts to the . Please
revise the plans to avoid the impacts.
? This Office believes that the labeled on the plans as can be moved or reconfigured to minimize the impacts to the . Please
revise the plans to minimize the impacts.
? The stormwater discharges at the location on the plans labeled will not provide diffuse flow through the buffer because . Please
revise the plans and provide calculations to show that diffuse flow will be achieved through the entire buffer. If it is not possible to achieve diffuse
flow through the entire buffer then it may be necessary to provide stormwater management practices that remove nutrients before the stormwater
can be discharged through the buffer.
Other
? The application fee was insufficient because over 150 feet of stream and/or over 1 acre of wetland impact was request. Please provide $
This additional fee must be received before your application can be reviewed.
? Please complete Section(s) on the application.
"Please provide a signed copy of the application.
? Please provide copies of the application, copies of the site plans and other supporting information.
Mitigation
? of compensatory _ mitigation is required for this project. Please provide a compensatory mitigation plan. The plan must conform
to the requirements in 15 A NCAC 2H .0500 and must be appropriate to the type of impacts proposed.
? Please indicate which 404 Permit the USACE would use to authorize this project.
e
¦ Complete items 1, 2, and 3. Also complete
item 4 if Restricted Delivery is desired.
¦ Print your name and address on the reverse
.so that we can return the card to you,
f Attach this card to the back of the mailpieoe,
or on the front if space permits.
1. Article.Addressed to,
Regency Development;
2700 Wycliff Road, Suit
Raleigh, NC 27607
DWQ# 02-1804 - Wake
2:.Article Number
(Pransfer from service label
Ps Form 3811, August-2001
n, e
A. Signature
X
B. Received by (Printed Narni) C. I
D. Is delivery address different from item 1?
If YES, enter delivery address below:
Agent
? Addresse
)ate of. Deliver.
? Yes
No
l µ
Y
3. Serv1 Type
ltd ?N L9"Certified Mail ?ExprMail`
_ 13 Registered Q"Retum Receipt for Merchandise
? Insured Mail ? C.O.D.
4. Restricted Delivery? (Extra Fee) - p ye,
7002 3150 0004 9315 2516
Domestic Return Receipt 102595-x'
IR
UNITED STATES POSTAL $E I `First-Class Mall
r
?? P Postage & Fees Paid
w' LISPS
:I Permit No. G-10 '
r
• Sender: Please pride your name, address, and ZIP+4 in this box •
INC DENR Division of Water Quality
Wetlands/401 Certification Unit
2321 Crabtree Boulevard, Suite 250
Raleigh, NC 27604
t..• as P Y'fi 2 Y? S4tY ys t: t TY f Des. si s ; ss:sr 7

REGENCYDEYELOPMENTASSOMTES, INC. NC Division of Water Qualit
??TE INVOICE NO DESCRIPTION
11-08-02 ckrg110802 Lakeview @ Pemberle INVOICEAMOUNT DEDUCTION
Y 200.00
_ - ._ N?`a?Q? sago "..•--
Va V 1
11-11-02 U=
NUMBER
0
17216 I TOTAL>
PLEASE DETACH AND RETAIN FOR YOUK RECORDS

f ! ?` t(,,rr r
fy'J0
200.00

m
C)
7 5/tE' NM!
CARp ti \ ~m 't •
R/W NOTES: SS! ~ ~ o~
1. ALL HYDRANTS SHALL ~ PAINTED IRiH Q~ •
MASTER K01E 4610 YELLOW HYDRANTS SET BiSDE 1HE TOEM SHAH ~ SEAL ~ ~ ~ I ~ t 7466 is
HAVE 1NE BONNET R CAPS PANTED REFLECTIVE SILVER. s' ~ F P ' ~ Q
2 HYDRANTS SHALL BE OIIED/6AEASED MARKED ON 10P AREA NSTALLAlION. ~ a a 4' 0 ~INE~ ~
FOR OPENNO 1 SEE 9POC5 FOR TYPE THREADS ON (SEE Si'ECS) 4. 5 TD REMAeI r D ~ ~ ~~ql P
0o PUIPER NOZZLE ~ b. EAEIt YET OX~~PLAOlITT9DE SEE SPECS FOR CAPITOL FdlIDRY MDL-Z ~0
_ HYDRANT i0 BE PLACm ~ (DETAL 410) ( -1 ~k ti ~1
EACH SRIE)~ 0 FACN9 MSIAEET ~ - ~ r ' i
REMOVf iDP a NER:It - NEEDS lO BE - i OAiE YALVE b N NITNN 6' a 5 1~+ 6 ,
TELESCOPIC vALVE Box
r LML DETAIL 4.27 A - ~o' MA>< CRAa: CIATB ~ GLITTER PAYEEENT 10 ~ ~
FLOM 't 6
~ - BURY lNE o a S1FEL ROD CUT 1D ~ l I
0 0 NOT LESS 1HAH ~ 7 ! ~
. CRUSHED STOLE b - I vALVE emc e• GATE vALVE 3" ~ e7 BroNE 6 E•
i r „ 4'- 0' E14. 011 AS 9M01N1 ON CONC. BLK'0 (SEE + 3'- o' auc'o DETAIL 4.8 13
e' D~.P. CONC. BRKX
0 CI - "i MUELLER t - d" M.~ HIPPIE p~ MNN
IMM OlA1DS! (MMl.) ~ tlst A CA511N0 TO BE . ,1 ~
SL7IVICE SCE/4' a . (1~ ~ BOLT a I M AMER CAN ADE FENN'ER & PROFFITT,INC.
OETERU NOlE3 ROD REQlN1EMfllT8 IWNRM OIE 3//4' DIA BRDIE RODS TIIRADED OOIIPIJIED. Tri1H STAR JOINT AESRIANT CONSULTIlVG ENGINEERS
1. ONCE NBTALLED AID 1KIHL lIE S1EF1 RODS AND SERVICE SOE N0. a RODS BOLiS S4uL BE OOAIED nITH 2 COATS a 4• 2 1'- 3' t 1'- T K 4' TTKtc DOLLAR NRL1 ~ T elnROtDLIS BASE PANT oR
BIRRINOUB BASE PLANT. P0{~p CpNC, e' Z 1FMMIST ~OpOq ~TRNC REOINRD (Qgy~pp Pt10VDE OALVANRED RODS SLAB BOTH ONEC110119 PLACE EYE BOLT 1HIialON s'r` ~ P.O. Boa 1265
2 SEE STANDARD DETAN. 4~8 6' 4 FROM BlOCtOD~ OIAID. 1251f. Barnes Street
a CONd1E1E SHALL NOT ODNTACR BOL73 OR EN09 Ir 4 3/4 DWIE10t aF MEaAN~ Fem. ,e' 6 LOCAnoN oEVICE s Pfilson, N.C. 27893
24' 6 ~ moo P.s.L ~ RtnuRm. "A" FORD ANGLE CHECK
(VHH-71-12 W FOR 3/4"~ n ~ 252 237-4136
• 252 237-4138 fax
TYPICAL EYE BELT Nor >n scALE ti a fenprof9onebox.com ~ ~ ~ • o,
TowN of wAKE r-oAEST TowN of wAKE r-oAE~r TowN of WAKE r-oRESr SCME DETNL / ICNE DETNI / SCME DETNL / TOWN OF WAKE FOREST TOWN OF WAKE FOREST
RESTRAINED TEE & VALVE NOT To Sf31LE 4~ TYPICAL FIRE HYDRANT NDT m saLE 444 STANDARD NOT to scALE ~ STANDARD emu`` SCREW VALVE BOX ~ s~ NOT To scxE 4,20
IN TALLATION TAI DAZE sir ON DEAD END LINES DAZE ETA S DE L / METER BOX DALE: s"Frr~ METER BOX ~ DETAtL oA~: .
Lst sN eTwsws a~BONDAtIas atr REV. 11-3-97 uaE TIN rtMONO 1PEL~F1DAt10NB aar REV. 9-2i-99 ~ar~ LAIN aAlo,YO nos am REV. t-20-98 ~a~ uae nvaMO siax,~m~n aar REV. 9-e-~ ~a~ ua arwaw ~naNS aKr ttEV. 9-8-90 ~a~
JOB 21066
LP Wake Forest
/i ~ - ~ ^ \ - ~ BRASS MPPIE 3/4'"3' ELEV = 310.00 Limited Partnership
PLtKt TOP OF BANK
11 / , 11 NOTES: 11 II I I ~ II 1. TAPS MADE ON PVC SHALL BE ELEV = 308.00
II I I I ~ MADE 91 USING A TAPPING SADDLE OVERFLOW TRASH ' FLOOD STORAGE ' " Lake~ew at P DISCHARGE RACK
11 \ / TAPS LuuE oN axnLt: RiOH ELEV =306.00 • 6x6 CONCRETE
\ \ _ ~ ~ / cAw BE ETR9:R aRECr oR wnH \ ` ~ ~ ~ ~ BRASS NPPtE AL1N'EDBt' PIPE NORMAL POOL = . • BASIN • y. ,
~ = _ _ _ _ _ ~ 7'zi6' MANUFACTURER
2. 3/4' t 1' WY BE TAPPED DNIEL9LY ON Oi BUT 1-i/4' 1TfBl r Wake Forest, North Carolina
= _ _ _ _ _ SHALL BE LAPPED USBtG A SADDLE ~ SEE DErAE. 4.8. .
~
II / \ ~ 11 BRASS NIPPLE ~ 'F'x0' in II I I I I ..a
b 3'-0' I ~ I I---) PAVOEIIT II I I I I e•
p
\ / N A YALVE BOX ~ (TYP.) ~ _ ~ '.A.
vuYr: TYPICAL EYE BOLT ~ 110N I"
r-~ Nor To BcaE MAUEABIE LMASS tEE GATE vuK pYPICAy ~ 'F' N. 36" CMP
wNC. ~'o TO APARTMENT UNITS ~ TO APARTMENT UNITS " ~
w,e SEE BLK'C DETAIL I/.l.f~ ice' ? ~ ~ ~~~-----r\` ~ ~ - ` ~ \ BRASS NIPPLE LBt TYPE K 2 12 Low FLOW MAINTAIN OUTLET " OUTLET VALVE IN CLOSED
/ / \ ~ 'Fti~>~ ~ SOFT COPPER POSITION FOR NORMAL
/ \ wA>ot MAIN 2 OPERATION ELEV = 300.00
3N 1H STAR JgNT RESIRANT 11 1 1 11 SYS1E11. GOAT DTN 2 caTS II II I I I) BIIASS TEE t.~ ' ~ r.~'~ .d,. d.. .a..
~T ~ ,~H PRaa~, Il I I I I 4,w~,~ r ,d ~ ~
auND. 11 \ /
STANDARD 5/8 WATER METER
AND METER BOX -TYPICAL FOR (12).
~1O SEE STANDARD DETAIL SHEET. 2 Town of WeJce Foroet ConrnerrM
3 28 October 2002
~ i"~ ~ 2 J/4' / ~ .
11 1 1 11 Town of Wake Fawt CotrrrNr>b
II II I I II 0 2 16 Aupu~ 21002 o
II I I I ~ TO WATER MAIN 11 \ l Il R MAIN Town d Weke Fawt (A811~
IN STREET \ \ ~ i /-FOR ME1ER BaL BtsrAtuTlolt :T t 17 Jlltr 2002
~ _ ~ SEE srA1DArB1 NAtER sERYICE ~ - - - - - - - ~ ~i BISIALLATKIN DETAI.

TOWN OF WAKE FOREST TOWN OF WAKE FOREST
SCAL@ DETNL / ~ SCALE DETNL / DETAIL FOR GATE VALVE NDT To scuE 4~8 STANDARD GANG METER Nor ro scaE ~ DATE;1/ March 2002
IN PAVEMENT DAIS - / ASSEMBLY DETAIL DATE: sHEETR ~ !
L71E TIN srHOAio s~BaRatsw aar REV. 9-8-99 ~a_],_ us TAnI tRANDMD s~naq air REV. 8-30-88 ~aF~ NT 6'x6' CONCRETE o 36" RCP ISSUED FOR: PenNtlCorolructron S BASIN o I ,
f0 i i
. •f
THESE PLANS HAVE BEEN APPROVED FOR CONSI nlEO FOR CONSTRUCTION
BY THE TOWN OF WAKE FOREST
m
PUBLIC WORKS do UTILInES Standard DATE
6" 6'-0" 6" Data~s
TRASH RACK - MCNICHOLS TYPE "MFGI"
ENGINEERING DEPARTMENT DATE PLAN VIEW RECTANGULAR FIBERGLASS W/
1"x4" SLOT OPENING
FlRE PREVENTION DATE
OUTLET STRUCTURE DETAIL N.Wwww 0
SUBDIVISION ADMINISTRATOR DATE SHEET - OF - DRAYM :Y., LS NOT TO SCALE TOTAL SHEETS IN SET - CHECKED BY: DMf
©Copyright 2001 Roaa/Dstatard AnNtecIA PA Mailing Address: P.O. Box 98044, Raleigh, North Carolina 27624-8044 Street Address: 8320 Litchford Road Suite 114, Raleigh, North Carolina 27615 E-Mail: mai ROM Dvlc*ardAr"ec PA E-Mail: mall®rossdeckardorchltects.com Fax: [phone] Phone; 919.875.0001

NC HWY. 98 REVIEW ENGINEER DISCLAIMER
0o ALL PUBLIC FACILITIES, INCLUDING UTILITIES, SIDEWALKS,
y `R AND HANDICAP RAMPS ARE TO BE CONSTRUCTED ON Al~!~. E) EXECUTION OF THIS CONSTRUCTION PLAT BY THE
m w ~ ?po 3 TR ETS AS SPECIE TH /4 S E IED BY TOWN STANDARDS. ESE Rf REVIEW ENGINEER FOR THE TOWN OF WAKE FOREST IN NO ~ ~
ui Or ITI HAV r v FACIL ES E BEEN APPROVED BY THE TOWN OF WAKE W, WAY LIMITS THE RESPONSIBILITY OF THE OWNER AND D ~
{ N , FOREST AND SHALL BE SO INSTALLED UNLESS A CHANGE IS Ep ~,9~ ~ S1~ •oD LONGBOURN APPROVED BY TOWN OF WAKE FOREST. ~ c ENGINEER OF RECORD WITH REGARD TO COMPLIANCE WITH D. ~
~ S? I D~ I / AL ALL FEDERAL, STATE, AND LOCAL STANDARDS AND OR rN oy Fti / 9,p 0 Cil x ~0 N
ENCROA 1 ?"1N sx DRIVE CI CHMENT P 4 T 1 I za S07-2 N IV R RIPARIAN I "~~sl,p ~ or 2 20'~ MODERN CONTINENTAL ENTERPRIS IN N EUSE R E CONDITIONS. f m F ~iq "a'~a
~ ~ ~ " 50.35 BUFER ZONE 1 30 I ~ I I N ( ) ~ ~p r TRACT A PEMBERLY SUBD 0 ~ ~ ~o CAR ~ ~ ~ .
o / / ~ 3~a P a T ~ PIN 18309307 NEUSE RIVER RIPARIAN r or soo- s1 # ~ o~~ ~ v 5•( ~~E = . a ~
~ - - 40 56"W 159.89 ~4 ~ ' ~ - - 6 4 ~ ZONING: CUR 8 BUFFER ZONE 2 (20 ~ SEAL .
1 ~ T N M P f. I ELEC. ~ 113 , W / ,.ti-~ S 0 E 0 TRANSFORMER P 4 T ~ •41 ti / -STONE MONUMENT ~i ~ ~P s 7466 _ p ~y~l• DRIVE y, o ti ~
- `'I~ \ / I I DRIVE ~ `~clr>E~
25 -j ~ ~ - - ~ 9~i ~ /p ~
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I ~ 5 - R R SETBACK
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;rl ~ ~ F L42 ~ ~ ~ ' A ror - ~ z ~ 1 ~
~ ~ ~ z ® I
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o~c n ~
~o J >:I / II ~ ,e~ ~ r 9Ll ~ q ,N ~ N v ZONING: 0&I CONDITIONAL USE OWNER: LP WAKE FOREST LIMITED ~ ~ ~ PARTNERSHIP
v 1~ °w ~ o0 2700 WYCLIFF ROAD SUITE 312 • I TAX PIN NO.: 1830.04.83.2893
- - ~i ~ ~ ~ L44 L4.? 1 v ;I • I N ~ RALEIGH, NC 27607
Ire. I ~ 2~.5Q~' 3 0 ~ [phone] 4 0 MAP BOOK AND PAGE: 1918, 32
I 9 ~ o o ~ ? DEVELOPER: REGENCY DEVELOPMENT ASSOCIATES
20.17 cv ~ z LOT SIZE: 19.42 ACRES (845,935 SF) PENNER & PROFFITT,INC.
l - _ t W 4.9 F . ~ L17 - U 2 , ` ~ ~ L16 14-r 0 0 2700 WYCLIFF ROAD, SUITE 312 Ids m~rv _ RALEIGH, NC 27607 CONSULTING ENGINEERS - _ _ ~ LAND USE: MULTI FAMILY RESIDENTIAL
l ~I 3 - Z , F~ _ POND L12 j L12 Icn z [phone] .
~ ~ ~ N , z E: ~ ~ 3 _ ~ , rn .75 z a BUILDING SQUARE FOOTAGE: P.O. Bog 1265
o ~ ~ t; j ~ ~ ~ ~ J J 3 , o ~ • ~ • . ~ 125 W. Barnes Street I~ AREA COVERED BY COMMUNITY BuI~C~IVG. ,196 SF
z = o~ .r N H ~ ~ / .k. ~ o AREA COVERED BY EACH 1-BR BUILDING: 3,614 SF ~Pilson, N.C. 27893
c0 U BULpII~ ~ ~ - ~ ~ ~ w AREA COVERED BY EACH 2-BR BUILDING: 4,271 SF
W ~ 4 1 1BR - I - - m ~ F" m "J21.Q7 ~ ~ 10 - - _ ~d AREA COVERED BY EACH 3-BR BUILDING: 5 310 SF _ - l ~ 252 237 4136 L10 3 AREA COVERED BY EACH 4-BR BUILDING: 6,017 SF
rn N f ; ® L N M R F IVIN NIT P APA TM N I IN ' 252 237-4138 fax U BE O L G U S ER R E T BU LD G. 12
r J J I 2 ~ TOTAL AREA COVERED BY BUILDINGS: 74,341 SF fenprof~onebog.com
~~i ~ .83 .83
. _ I AREA OF PAVED DRIVES, PARKING, AND WALKS: 218,817 SF
- ~ ~ t l t I NUMBER OF PARKING SPACES PROVIDED INCLUDES 15 ADA SPACES: 369
o z ~ e~ ~ NUMBER OF PARKING SPACES REQUIRED INCLUDES 360 PARKING S ACES FOR
z ~ ,-,;1 - ~ , ~ ~ ' ~ APARTMENTS AND ADA + 7 PARKING SPACES FOR COMMUNITY OFFICE :367 ~ ) 9 w Q HANDICAP PARKING SPACE BREAKDOWN:
o w << / ` 1 L20 9 , i ~ N o \ 5~ ADA -APARTMENTS = 9 H C SPACES /
r 8 to 2~ A/V -APARTMENTS = 4 H/C SPACES
I 3 M w (1) H/C PARKING SPACE AT OFFICE
J W ~ ® , ~ ~ 22.25 - ~ ~ TOTAL REQUIRED H/C SPACES = 14
i ti i ?V r ~ ~ JOB 21066
~ M ~ s 08 oo ,0 o I TOTAL IMPERVIOUS SURFACE AREA: 293,158 SF
~ ~ ~ . ~ ~c o. l f ~ R MAXIMUM ALLOWABLE LOT COVERAGE:
3.75 - F STAC ED - n.oo I o ti _ _ PERCENTAGE OF LOT COVERED BY BUILDINGS
- ~ --5 NE 71.92 i _ - L47 R ~ ~ W FLOOR AREA RATIO : 8.89 ~ )
en ~ , ~ r I- PERCENTAGE OF IMPERVIOUS SURFA~,~ r,REA: 34.7
i 14.9 - 64~ ' ~ ~ _ ~ - 3h ~s,ao PERCENTAGE OF OPEN SPAS : . q LP Wake Forest 3; ® - I E 65 3
f: ` I .70 ~ ~ r Limited Partnershi P
> ~ 24.10 ~ SETBACK RE UIREMENTS: 4:24.10 ~ Q
a ~Y. ~Y c t FRONT: 30
- ~ L45 - - - 4 f,- ) Ji i SIDE: 10 ~ loo R R: Lake'dlew at Perrlb~r
~ r ~ ~ L7 M EA 20 _ L7 _ _ 1 •
- - _
.,r~.r, ~ f.r 0 3 ~ ~ ..~J ~ LOCATION: WAKE FOREST, N~RT~= CAROLINA 3
.50 ~ < 00 Wake Forest, N a„ ~
- ® r 3 • ^ North Carolina v,~.,, • rn DRIVE ~ENTERUNE TABLE
~n,rnc r ~ 26.58' ' ~ ~ , 26.58 l m di ~rn~ , ,
loo ~ LINE LENGTH BEARING LINE ~tNGTH BEARING ~ ~
- ~ ~ o _ ® ZCD~ , . " , 1 n . o ~ L1 45.05 S 89'23 31 E L27 59.00 N 00'36 29 E
~ o ,~y i ~ - ! z ~ L2 S 89'23'31" E L28 ~-+u.50' S 8 ' 3'31" _ ~ 0 170.03 9 2 E
o m :;1 ~ . ~ J w.iw"iV Z 1 1 M , 1 n _ L3 332.01 S 89'23 31 E L29 78.50 S 89'23 31 E
+ L+, ~ o ~z L4 170,50' S 89'23'31" E L30 59.00' N 00'36'29" E
------fie - - 4 ~ - " ~ > ~ Z N " , " Ot'62t
FUTURE LIGON MILL ~ - ~ ~ _ _ _ ~ a L5 168.50 N 00'36 29 E L31 1 411 N 89'23 31 W ~ . -n n . - - - - . L6 57.50 S 00 36 29 W L32 140.50 S 89 23 31 E
ROAD EXTENSION ~ f ~ ~ ~ ~ ONT S 46.00 3 ETBACK L7 170.25' S 00'36 29 W L33 7 4 ' S 89'23'31" E ~
_ _ _ _ _ _ _ ~ - - STACKED , " n TQW D 0 EOC(~6~-' l LS 271.01 S 89 23 31 E L34 1 1.60 S 89'23 31 E
~ ti L9 61.00 S 89'23 31 E L35 59.00 N 00 36 29 E
- - i ~ WALL . n W L " Town of Welcs Forest COIIMnenb L10 11 S 00 36 29 36 S 89 23 31 E t; 28 October 2002
~ :y J ~ IPO 3/4' AXLE L11 61 S 89'23'31" E L37 7 ,50' S 89'23'31" E
. L12 N 00'36'29" E L 8 $ Town d Wetce Forest Comments 118.00 3 59.00 00 36 29 W 6
- - ~ NO -58 :ONLY 18 8ephalber 2002 o P 1 T L13 57.50' N 00'36'29" E L39 227.42' S 89'23'31" E
1-16'16"W B B $o , I I ~ ~ ~ N • ~C~Q~, MIL ROAD EXTENS ON L14 58.50' N 00'36'29" E L40 S 00'36'29" W Town of Weks Forest Conrrnnb
3.F4 I I ~ ~ - ~ - . i a ° N ' S 89'23'31" E 4 2002 L15 152.50 41 61.00 S 89 23 31 E
U N lid - -•a•r~~~~~~-~ . . L16 102.92' N 00'36'29" E L42 62.50' N 00'36'29" E Town d Wetcs Fore (A81 f4)
O N ~ , L17 44.00' N 00'36'29" E L43 61.00' N 89'23'31" W ~ 9 17 Juy 2002
z N I P Q ~ ~ o _ EUSE R VER RI ARIAN 248.51 - - - e-~ z BUFER ZONE 1 (30 ) 248.51' L18 1 7. N 89'23'31 W L44 62.50' S 00'36'29" W 5 00 t~oelon Cantrd (A8110)
N I ~ w o - - - - - J z~ a L19 140.09' N 89'23 31 W L45 63.50' N 00'36'29" E 2 1B J~ 2002
~ NEUSE RIVER RIPARIAN L20 61.00' S 00'36'29" W L46 61.00' S 89'23'31" E 8Ae Plan Fle~lew (A81 #q
Q w ANG AV N W I PF N F BUFFER ZONE 2 (20) ~ - x a N T• LEA C E ESS E SSKO / 0 E. L21 69.11' N 00'36'29" E L47 63.50' S 00'36'29" w t ~ 2002
~ wfr PIN # 1830731318 N ~ PER B.O.M. 1999, PG. 263 ZONING: RD L22 184.36' N 53'56 38 W
w ~ 3 W 115 CP&L RIGHT OF WAY L23 4.84' S 43'01'01" W
I ~ i L24 1 7' S 88'01'01" W
a L25 13.88' N 53'56'38" W
~ ~ 1. WRITTEN DIMENSIONS Pf I ~tAWINGS UNLESS OTHE PENSIONS PREVAIL OVER GRAPHIC. DO NOT SCALE n DATE: 20 ~eCe11!lber 2001 N 00 36 c9 E
JNLESS OTHERWISE NOTED. ISSUED FOR: PerMt/Ca>ehuctlon
GRAPHIC SCALE - 2. fYPI,,•,L DIMENSIONS 4 N N CURVE TABLE ESIOS
80' 0 90' 120' wUALK WIDTH: 5'-0" 1 DTH: 5'-0" (UNLESS OTHERWISE NOTED) C R RA I H TH U VE D US CORD LENG CHORD BEARING
PARKING SPACES: ~ C 1 C SCALE : 1 " = 60'-0" ')RIVE WIDTHS: 24'- SPACES: 9 W X 18.5 L 1DTHS: 24'-0" C1 17.00' 24.04' _ N 44'23'32" W

1 inch = 80 ft. 3. DIh~F'NSIONS ARE MEASU C2 27.00' 24.75' N 26'40'05" W ARE MEASURED TO THE FACE OF SIDEWALK CURB/FACE OF
BU`~.GING AT FINISHED f FINISHED GRADE. C3 28.00' 21.43' S 65'31'01" W
~ PROPERTY BOUNDARY/RIGHT OF WAY ARROW INDICATES DIRECTION OF TRAFFIC FLOW , i•, TH,, SURVEYOR SHALL C 4 48.00' 43.96' N 26'41'32" W (OR SHALL CHECK THE BUILDING LAYOUT FOR THE PROPER
DID G'tPJCES FROM THE F FROM THE PROPERTY LINES, RIGHT-OF-WAY EASEMENTS, AND
- - - - - BUILDING/DEVELOPMENT SETBACK LINE ~ INDICATES PAINTED STOP BAR W STOP SIGN SE;'BACKS. UPON THE / UPON THE DISCOVERY OF ANY DISCREPENCY, THE CONTRACTOR THESE PUNS HAVE BEEN APPROVED FOR CONSTRUCTION
MlJaf NOTIFY THE ARCH Y THE ARCHITECT BEFORE PROCEEDING WITH CONSTRUCTION. BY THE TOWN OF WAKE FOREST
- - - - - - ROAD CENTERLINE IN I D CATES STREET SIGN WITH BLOCK NUMBERS 5. 80UNDARY INFORMATION StaIC~ Ple~n INFORMATION IS BASED ON INFORMATION TAKEN FROM A SURVEY ~
- - - - - DRIVEWAY CENTERLINE OWN R CERTIFICATE ER'`'ITLED "TOPOGRAPHIC OPOGRAPHIC SURVEY FOR FORGES AVENUE, WAKE COUNTY, WAKE PUBLIC WORKS ~ UTILITIES DATE
$25 INDICATES 25 MPH SPEED LIMIT SIGN FCREST, NORTH CAROLIC` RTH CAROLINA BY SITE DESIGN, INC. DATED NOVEMBER 01, 2001.
' ' - ' EXISTING DITCH LINE OWNER HEREBY CERTIFIES AND AGREES TO TAKE " SUCH ACTION AS MAY BE REQUIRED BY THE TOWN OF WAKE 6, Ai~L DRIVE PAVING RA011
UTILITY TRANSFORMER ' INDICATES 6 -6 WIDE SIDEWALK (WITH CURB) FOREST TO CORRECT ANY ERRORS, OMISSIONS OR NON- R1~DI1 TO THE PUBLIC Ri PAVING RA011 AR A MINIMUM OF 5' UNLESS OTHERWISE NOTED.
COMPLIANCE WITH TOWN STANDARDS AND/OR CONDITIONS IE PUBLIC ROAD ARE 25'. ENGINEERING DEPARTMENT DATE
DESCRIBED IN THIS CONSTRUCTION PLAT, INCLUDING RE- 7. tiLL RADII AT WALK INTE HANDICAP PARKING SPACE W/SIGN ~T WALK INTERSECTIONS ARE 3' UNLESS OTHERWISE NOTED.
SUBMISSION OR RE-EXECUTION OF THIS CONSTRUCTION PLAT (SEE SHEET C-5 FOR HANDICAP SIGN DETAIL) WITH THE APPROPRIATE roRRFr.TinNS aNn/oR RFVisinnis 8. CONCRETE SIDEWALKS A
51DEWALKS ARE 5'-0" WIDE UNLESS OTHERWISE NOTED. FlRE PREVENTION DATE
F YARD LIGHTING
SHEET - OF - DRAM BY. LS
OWNER DATE SUBDIVISION ADMINISTRATOR DATE TOTAL SHEETS IN SET - CHECKED BY: OW
@ Copyright 2001 Ross/be0ard Architects, PA Mailing Address: P.O. Box 98044, Raleigh, North Carolina 27624-8044 Street Address: 8320 Litchford Road Suite 114, Raleigh, North Carolina 27615 E-Mail: me 5 E-Mail: mail®rossdeckardarchitects.com Fax: [phone] Phone: [phone] Row DdbckerdArcW49c PA

1. ALL EROSION CONTROL DEVICES SHALL BE PROPERLY MAINTAINED DURING ALL
PHASES OF CONSTRUCTION ACTIVITIES AND ALL DISTURBED AREAS HAVE BEEN
STABILIZED. ADDITIONAL CONTROL DEVICES MAY BE REQUIRED DURING
CONSTRUCTION IN ORDER TO CONTROL EROSION AND/OR OFFSITE SEDIMENTATION.
N PRA TICAB IN euh,~ 2. STABILIZATION MEASURES SHALL BE INITIATED AS S00 AS C LE ~ ~ ~0
P RTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITIES HAVE TEMPORARILY OR ~ O SS!"",, •
~ ~ EXISTING CURB ~ mW~ IPp3 ~ ~ \ cn /4 pr INLET #1 ~ - \ A M R THAN FlFTEEN 15 DAYS ~ 0 PERMANENTLY CEASED, BUT IN NO C SE 0 E ( ) ~ s $ Q
\ ~ ~ ~ TO =323.6 ~ ~ ~ ` AFTER WORK HAS CEASED. ~ ~ ~ SEAL ~ ;
U? N ~ , , \ \ \ \ "r,i ~ ~ ,INV=3~~.01 D ~ L G OURN a 7466 i F
3. ALL SEDIMENT AND EROSION CONTROL DEVICES SHALL BE INSPECTED EVERY y.0 ~INE~~ • 7 DAYS OR AFTER EACH RAINFALL OCCURRENCE THAT EXCEEDS ONE-HALF q ~ e•
ENC ~2"W ~ sz ~ _ \ ROACHMENT lg ~ zD S07 22 0 \ ` MODERN CONTINENTAL ENTERPRISES INC. N/F ' a 1, ~ \ ~ , / D N INCH. DAMAGED OR INEFFECTIVE DEVICES SHALL BE REPAIRED OR REPLACED 'ay e
0$ 1 / . 50,35 / / TRACT A PEMBERLY SUBDIVISION ' / , I 2 r nn do
p 3 a T ' / _ _ _ PIN 1830930734 T.B.M. ,:v,, \ , 1~^
T•O.W.=:336 , pT ~ S00-40 56"W 159. ~ _ NAIL IN POWER , , ~ , ~ 46 4 - - - - _ _ _ _ ZONING: CU R-8 STONE MONI 4. CLEAR THE AREAS TO BE GRADED OF ALL VEGETATION. REMOVE ALL DEBRIS FROM SITE. ~ STONE MONUMENT
~ POLE ELEV=337.39 I , 1 ~ "W` ~ _ ' I fM~ 1 ELE6. •.3.4 ' - - - ~ I DRIV r 1 IRAN P 4 T 1 OZF - ~ 1 1 1 DRIVE 5. STRIP ANY TOPSOIL TO THE FULL DEPTH IN THE AREAS TO BE GRADED
, ~ AND STOCKPILED. REDISTRIBUTE TOPSOIL EVENLY OVER THE NEW LAWN
T.B.M., , / , / / / / ' / r ~ ' ' , / ~ ~ 'r AREAS UPON THE COMPLETION OF CONSTRUCTION. / 1, r,r 1
1 HERN ~FU~IG,~ 4 - ~ Z5'BF l ' ' ••r~,• 0 50.92' ~ - ' rr 1 ~ 1 ' 6. PROTECT ALL TREES BEYOND THE LIMIT OF GRADING LINE FROM ANY
W.=338.~a0 E+~, . ~ ON ~(~Y RANT , ~ , ~ ~ ~ ~ i r . ~ . T.O. , I.. , ~ , ~ .9~ / , / 'T 1 . IN . s , ~5 r 2~ R~AR ~T A w ~ GRADING OR EQUIPMENT DISTURBANCE.
, ` , DROP INLET ! r I I ' \ `-~4~' ' - - . ~ . , ~ ~ ti r F,p Q I r I GI ~ i ,
\ \ TOP=319.67 ~ r r / / \ ~ ~ ~ , \ , r ! ~ r I N- ( i W r ~ ~ , - . r ~ ~ ` ~ ~ A AXIM M NSI1Y AND MOISTURE I , 7. COMPACT ALL FILL AREAS TO M U DE
Fl ~ \ r~ i r r r EXISTING YARD INK.313.5 I / ~ - ' r I i v v 1 v 1 1 3 15~RCP ~ v - Z I P i I' r s W I v r 1 \ N I V 316,7415 RCP OR INIk~T ' ~ \ r r I ' ~ r I ~ , ~ I ~ ~ ` CONTENT; WITHIN STRUCTURE AND PARKING AREAS - 95x OF MAXIMUM
INLET ~2 , ~ \ I w • 09.85 18 RCP T ~ ~ r + , r r ~ 1' \ G+ w ~ 0 ~ DRY DENSITY, WITHIN PLANTING AREAS - 90Y OF MAXIMUM DRY DENSITY. ~ ~ i ' ~ ~ T MAN A FOR ADDITIONAL ~I 1~ z REEFER TO SECTION (SPEC 02200) OF THE PROJEC U L
SEE NOTE ~ 1 1 319,95 . p~ I , ~ I r r, r. r ~ w n, , \ 1 118 RCP ~ INV.=;~09.Yb F~ . , - ' . ~ , , ' ' r I r ! ~t~it ~ ` ' ` ;p ' , - / r ' 1 ' AS NECESSARY.
T,O,W,=340.50 , ~ a ~ Nv.~.2o, INy,.3os'2s ~ \ £f~ - . , , , , ! , , I r ~ 1 + \ I M EXIS`TING' . - ' ~ I I ~ ' ~ ~ N 1 r \ ' I co ~ z
XISTING CUR I - - . ~ ' ' I I I ' ' , N ~ ' +o~ 1 8. ALL BANKS AND SWALES SHALL BE SIDED WITH NO GREATER THAN A 2;1 SLOPE. ~ ~ Q FENNER & PROFFITT,INC.
E n 1 1 ~ ~ y , I ,CI~l6 , ~ , , I I r ~ Iea lea ~ INLET #5 f10 I , I --Q~_ ? / , I N s F , ~ , ~ ~ N~ ~ ~ 9. ALL GRADING MUST HAVE ADEQUATE SURFACE DRAINAGE SO THAT NO CONSULTING ENGINEERS
T.O.W.=342,50 ~ ~ I ~ I' 1 , ' + ~ ~ ~ N ~ , / . k. ~ \ R ~ I~ ~ ~ co m STANDING WATER, PUDDLES, OR WET LAWN AREAS OCCUR. THE CONTRACTOR
NEW I 1 I k- ~ , , ti~ ` ~ ~ I SHALL CORRECT ALL SUCH AREAS. r ~ ~ ~ N ~ P.O. Bog 1265
1 M 1 ~ N~ RbP VN rf , / r ~ 1 \ ' / r 4 ~ 1' ~ I I I j~~:; ~3y I~ 1 1 , I ~ o~
T,O,W,=344.5 1 Cwd'~~~' r 1 1 1 1 1 1 I r , 1 1 \ 1 , , O ~ 10. SPOT ELEVATIONS ARE TO THE FINISHED GRADE. 125 W. Barnes Street N` ~ m~z '
\ 1 1\ , .t~'\ 1 \\9 1~ 1 1 1 1~ ' I _ Filson, N.C. 27893 N , Z
~ ~ 1 ` \ 1 r r ' ~ , ~ O O 11. TOPOGRAPHIC INFORMATION IS BASED ON INFORMATION TAKEN FROM A SURVEY ~ ~ , m~ rl ENTITLED "TOPOGRAPHIC SURVEY FOR FORBES AVENUE, WAKE COUNTY, WAKE
N , ~ ~ ~ ~ [phone] ~ r ~ ~ , y, I ~ ~ z FOREST, NORTH CAROLINA BY SITE DESIGN, INC. DATED NOVEMBER 01, 2001.
\ POND 1 ` , ` 1 ~ - 252 237-4138 fax ~ a (
II lwi. I I 1 1 1 I. \ N 1 \ 1 I I 332 I I , ~ fenprof®onebog.com o
- ~ r.-...{{ \ , ~ a , , ~
~ J 1 3 , 1 ' ~ ~ \ NEW I I ` ~ I , r r ~ ' ~ W i P7 YY
Z N = I- I w I + ~ 1 \ C8~24 I , \ 1 c0 U m + , 0 NAkDINO ~ 1\ r I r r r I a I 1 - \ ~ ; \ 1 1 1 ' i ' Q r ~I
W / r ~ , I + , In m , rt: ~.6I I I f I ~ MARK TOP ELEV. INVERT REMARKS ' i i i~
m ~ ~ I / + ~ , I I NEW OUTLET / 6 ' / ' ~ CI ~1
O ~ ~ D r , I I .h::. , I , c STRUCTURE. ~ . • ~ \ I ~S i r l~' - ~ ~ T.O.W.-344 0 ~ ~ ~ + ~ 1 I oo r`~ ' • ..i ..-.•I. ~ k' I ' , SEE DETAIL , _ 1 , r r CURB
U ~ / / r , ,I , ~I SHEET - ~ _ , W~ ` I I 1 , \ _ - _ - , CUT yl ~2 324.00 314.00 (15")
/ r ~ 1 (/1 ~ / I, 1 I ~ ~ / i I 1 1 1 1 I 1 1 'fro ~ ~ ~ ~ " ~ ~N ~ ~ q3 ~3 324.00 321.00 (15 )
' 1 JOB 21056 , i
I c NEW 1 1 , t ~ Z I ~ ~ ~ / ' r I r ~ ~ / ~ 1 1 1 / 1 1 g t , 9 , q ~4 322. 318.("0 (15'~
Z ;,,I~ I ~ NEW CB~23 \ , ~ 1 3281. , 1 , 1 w , w 1
T.O.W. 342.50 , _ ~ \ \ 1 ` ~ CI ~5 319.67 309.85 (18'~ EXISTING TO REMAN , ~ ~ . 1
1 1 ~ ~ s 1 CI ~6 319.95 309.26 (18") EXISTING TO REMAIN
1 ~ i ~ \ , 1 1 ~ 1 ~ 1
ti 1 T.O.W.=340.0 ' ~ ~ ~ ' I \ i / ~ \ 1 ` ` OUTFALL - 308.20 EXISTING F.E.S I LP Wake Forest I
New " Limited Partnership ~ , i ~7 326.00 323.(;0 (15 )
1 1 - ~ o \ ~ o C~19 I
_ I M CB ~8 326.00 322.OC (s 5~
1 ~ 1 ~ 1 „ , ' 324.00 j L~lcehew a
T.O,W.=338.0 ~ ' E~~. ~ / ' ~ "a~ ~ ~ - `.~y0 d \ \ ~ \ 1 1 1 1 1 , , CB ~9 321.00 (1. , ; ~ sd ~ I, Y, •
1 . 1 I~ 10 318.50 1 .0 1 ~ q3/ 355 (5'~
NEW / r ' ,\1 1 , ~ , ~ ~ \ \ ~ ~ , 1
:.i NEW ~ , , \ , \ cl#s 1 I r , ~ , , , `~~w , 1 q3 ~11 319.00 314.56 (15'~ Wake Forest, 1 North Carolina
# , o C$ \ NEW Cg #12 303.00 300.00 (15")
` ` , ' ' lao? CB~18
- _ CI 1 / ' ~ \ ~s ' \ \ 1318 ~ , 1 ' ~1 ` ~ ` ` ~ ~ Mr C 13 301.50 .50 , B ~ 298 ( ~
NEW , I ~ / r 1 1 I I 1\\ ` ` I \ I 1 1 ' ~ IW ~ N , 1 , ~
CB 9 f~: 1 1 1 +ml 1 1, 2 1 1 \ 1 t 2 , ` ' , o~' CURB YI ~t4
/ , I 1 ~::r / , I 1 , \ \ \ ` cv ~ CUT in rn _ OUTFALL - 298.00 RIPRAP ®F.E.S.
3~2 = r + ,11 \ , ~ ~ 1 I~ ~
/ ~ ~t r I a1 116'\\ = 1 3~ ` 1 ` ~ ~ ~ rn ~ 17.00 " 01-521 , I~ , ~ O q X15 3 313.00 (18 ) ~ N , z~
/ I , , I , \ 0, , 11 1 \ ' ' ~ ~ `I ~ , m0 317.00 ~ , . o v q X16 312.00 (18'~
~ / f~ 320 ~ 1 1 1 1 1 ~ , n 1 1 t 3 2 + ~ N c z ao _ ~',~W F
/ ~ ~ / -a ~ 1 ~ ~ 1111 08.1 1 1 1 r i ~s f r 1 ~ \ \ 111 ~1 1 ` ` l ` ` ~ r , ~ - ~ O OUTFAII 308.50 RIPRAP 0 F.E.S. , z a~4~ml~er?,eo2 ~u
~ ~ - ~ o~z
~ , I 1 , 1 1\1~ 1 3~ _ / / r 1 1 1 WN ~ r I~ ~ ~ O CB X17 318.00 312.00 (18'~ Town d Wake Forest Canrner?b + r ~ i , 2N Q 28 October 2002
/ . / Y 1 ~ / =315. ` , 1 ~ +g,l.\ 1t ~ Z ' ~ ~ a _ F r _ ~ , r , , OUTFALL 310.00 RIPRAP 0 F.E.S.
1 ~ ~ --f - FUTURE ICON MILL+-• ~ r w ' \ B 1 -r-1 I + \ ~ , , Town d Weke Fore Com,ente
o ~ 1 ROAD .E ENSION / ~ NEyy / f" ~ ' ~ • ~ 1 1 . , 1 \ r 3 ~ ~ ~ i r 6 18 1002 320--~,. ~ X18 322.00 319.00 (15'~ r I ~ ~
' r ' ~ / / / ~
' ' , I ~ ~ 1 ~ \ r / / ry / r~0 / 1 1 1 1 1 I \ 1\ \ \ y, ~ \ ~ ~ ' 324.00 Town d We1ce Forest CamMnb ~ ~ , CB X19 318.00 (15") 4 15 Auplet 2002
~ ~ ~ ~ • . r ~ ~ ~ i 326.00 ~ r CI X20 317.00 (15'~ Town d WeJce Fore tA81
~ 9 17 2002
Posy 328 ,,r,~ 1 ~ ` 31 J,~r ~ CI X21 32600 316.50 (18'~
• --e,- - - - - - - • ~ Erosion Corr~ol (A8114) O P 1 T I
.ONLY , a . - ~ - ~ ` r ' CB X22 2 1$ J,lne 2002
y { ~,I p a ' ~ i N / . ~ , / / 3fl4 , I I , I I I f 1 11 1.\1 \ \ ~ ~ ~ \ \ +'O 16 1? v~a ~ ' ~ . V O ' - - - - - -Z I ~ ~ / _ - / I I I 1 C 7~N` ~0~ ~ 1 , I I I , 1 1 1 1 .11` ~ \ \ i CB X23 314.00 3t 1.00 (15'~ ~ ~ t~lew ~ ~
~64 r ~ a o°p' I 1 • I I I I I, I I 11 IS I11~ ~ ~ ~ ~ 18 Lerch 2002
` ~ CB X24 317.50 310.00 (18")
` ~ ~ ~ ~ ~ OUTFACE - 308.00 RIPRAP 0 F.E.S. . ~ ~ `
,.II ~ ~ 1 I ~ y, O / yl-- ~ -L I I ~ I ' I I , I I 1 I ' I ' I I 4' A~ I"I~ I ~ \ ` ~ \ \ ` ` \ \ ~ \ ~ \ \ \ ~ \ ~ ~ CI X25 DATE: 20 Deoenlber 2001
3 I I ' I I + I ~ I , I (SEE LIGON`~IRL ` , ` • , ' 1 1 I , I I \ V N S IwEISSKOP~ N F I
~ ANGLEA CA ~ E S / , , , , , , ~ \ 1 1 v ~ I I + I + ROAD P P - a a NOTE: ~ I / , 1 1 1 I PIN # 1830431318 I r r I I I I I I I I I I I 6 309.00 1 ISSUED FOR: PernI~/Cone6vctlon C ~2 302.50 (8'~
I 1 ~ f I I , , I I I I,, 1 I I I \ 1~ ~ m PER B.O.M. 1999, PG. 263 ZONING,: RD , + ~ ~ , , I I , , I I OUTFACE - 300.00
\ ~ ~ I Ir \ \ W 115' CP&L RIGHT OF WAY ~ ~ ' ' ~ + I
\ ~ I HT OF WAY CI X27 302.00 (18'~ PROPERTY BOUNDARY/R G
, ~ \ \ \ ---44- CB X28 305.00 300.50 (15'~ _ _ _ 44_ _ _ EXISTING GRADE CONTOURS
~ \ OUTFACE - 300.00 RIPRAP 0 F.E.S.
\ R\ \ 44- FINISH GRADE CONTOURS
~ THESE PLANS HAVE BEEN APPROVED FOR CONSTRUCTION
GRASS-LINED SWALE BY THE TOWN OF WAKE FOREST
+ + oo.oo (~I'a ~ H A ~A SPOT ELEVATION TO FINIS GR DE
GRAPHIC SCALE ~ PUBLIC WORKS do UTILITIES DATE DPt~A'1t;tg8 PI8t1
o 80' 0 80' 120 CATCH BASIN ARD INLET -SEE SCHEDULE o n
1 00000
2. SCALE : 1 " = 60' -0" °o°°° °o°°° RIPRAP CHANNEL ENGINEERING DEPARTMENT DATE 00000
( nv >~'r ) 1 inch = 80 f't.
FlRE PREVENTION DATE
¦
SUBDIVISION ADMINISTRATOR DATE SHEET - - DRAYM Or. D MK SHEETS IN SET - CHECKED BY: IK
and Ard~vffe+cf PA floes D~a~
@ Copyright 2001 Roas/bec*crd ArdWtocts, PA Mailing Address: P.O. Box 98044, Raleigh, North Carolina 27624-8044 Street Address: 8320 Utchiord Road Suite 114, Raleigh, North Carolina 27615 E-Mail: m 5 E-Mail: mailArossdeckardarchitects.com Fox, 919.875.9200 Phone: [phone]

1. CHISEL COMPACTED AREAS AND SPREAD TOPSOIL 3 INCHES OVER ADVERSE SOIL
CONDITIONS, IF AVAILABLE.
.a~"""""'y.
~ ~ m W ~ IpD EXISTING CURB 2. RIP THE ENTIRE AREA TO 6 INCHES DEPTH. a ~ ~0
~ 3~4"or INLET 1 ~ . - \ N TR TI N , # TEMPORARY COS UC 0 g ~ SSlp'~, ~0
~ ~ N TO =323~~6 ` ~ NTRANCE P ~ 3. REMOVE ALL LOOSE ROCK, ROOTS, AND OTHER OBSTRUCTIONS LEAVING SURFACE 3 a ; ? SEAL z REASONABLY SMOOTH AND UNIFORM. ,
1,s ~ S1 ~ _ ~ , LbNG~OURN CE 3,g? , , i ~ ~ \ / 7466 e
~ 12~ S= \ RIO' \ \ 1 CROACHMENt 4 T 16 ~ Z 507-22 0 \ \ F 4. APPLY AGRICULTURAL LIME, FERTILIZER, AND SUPERPHOSPHATE UNIFORMLY AND pti~INE,~~`
1, r ~ MODERN CONTINENTAL ENTERPRISES INC. N/F ~ TEMPO OS r ~ i TEMPORARY MIX WITH I W * q/,"•.».. SO L (SEE BELO / ~
I • 50,35 ~ . , CONST w, 2 r , , TRACT A PEMBERLY SUBDIVISION , CONSTRUCTION D n/ n •
I 0 i ~ ENTRA~ 3 ~ . T.O.W.=336 ' or _ _ , _ _ _ PIN # 1830930734 , I ~ S00-40 56"W 159 ~ ` ENTRANCE 5. CONTINUE TILLAGE UNTIL AWELL-PULVERIZED FIRM REASONABLY UNIFORM 1
~ 9 46 ZONING: CU R-8 / 1 41 _ STONE SEEDBED IS PREPARED 4 TO 6 INCHES DEEP. ~ STONE MONUMENT 1
, ~ _ TRAa FORM R / r • 41 ~ - OZ£ - - - ~ ~ \ / ~ DRIV DRIVE
/ 6, SEED ON A FRESHLY PREPARED SEEDBED AND COVER SEED LIGHTLY WITH SEEDING
~ ' I , INLET ~ , , ~ ~ ' SO4~36 4 r X36 , EQUIPMENT OR CULTIPACK AFTER SEEDING. 'i ~ ~ ~ / ~ I
_ \ I ° s ~ , - - ' _25 8£ l , -~r..~. 0"W : 50.92 _T / T,O.W. 338.~a0 ,3ts:s3 ~ S, 9 , , ~ ~ 0 L ~ i l r ~ ~ ' ' ' ~ 7. MULCH IMMEDIATELY AFTER SEEDING AND ANCHOR MULCH.
SEl' A ,
1 / DROP INLET , ' I 1 ' ~ ~ \ ` -~C~' ' ' _ - . = ~ i ~F I / ' Gr r ' ' ' ~ ~ , 8. INSPECT ALL SEEDED AREAS AND MAKE NECESSARY REPAIRS OR RESEEDINGS WITHIN
EXISTING YARD 1 ~ ' 'l£1, ~ ' ~ 6 r o ~ , ' + ` THE PLANTING SEASON, IF POSSIBLE. IF STAND SHOULD BE OVER 60~ DAMAGED, E ~ ~ SILT FENCE
\ V.•313.53 15 ~ ' / / \ I ~ i l ' I Fq 1 \ 1 1 \ 1 NV 1 »RCP , . Z t•~ ~ i N I , ~ 1~6 ~ , ~ INLET #2 , \ 3 8.7415»RCP DR INIk~T \ r ~ ~v / ~(4 , < • i / , ~ , ~ REESTABLISH FOLLOWING ORIGINAL LIME, FERTILIZER AND SEEDING RATES.
NV. ~ I ~ 1 ' 1 \ , 9.85 18 RCP T ~ \ \ r ~ i I 1 ~ ~ \ w SEE NOTE ~ 1 » 319.95 ~ ~ , r , , ~ T : , w w ~ ~o, ~
1 18 RCP ~ ~ l I ~ I 1 r \ c:, ti INV. 09 ) , r t TA.W.=340.50 N ~ . INV.»rsos.2 - ~ tU ~ F. , _ , , r , . ~ r t 1 N 0. INy,.309?28 \ 1 . i ~ , I , ~ r f9A s , ~ ~ , z 9. CONSULT EFS ENVIRONMENTAL ENGINEER ON MAINTENANCE TREATMENT AND r
\ 1~ ~ - r I ~ I e I I EXIS`TII>I(3' ~ . ~ , , ~ , N ~ \ , ~ ~ , co ~ z FERTILIZATION AFTER PERMANENT COVER IS ESTABLISHED.
EXISTING CUR ~ 1 I II ~ . ' • ~ • ~ '1 I I , ~ 1 ~ ~ i / ~ lh I ~ r , ~ ,CI~6 ,,1 I , I r N \
INLET #5 ~ I ~ ~ - , I ' ~ ~ , \ \ 4q 334. t tea 00 I M I I . - ' ~ _ - / , I f N F / Ff+0.6) / ~ , " ~ ~ ~ N , ~ * APPLY: AGRICULTURAL LIMESTONE: 2 TONS/ACRE (3 TONS/ACRE IN CLAY SOILS) F~~NNER & PROFFITT,INC. .e~ r
T.O.W,=34250 ~ I , I I ~ , I, ~ ~ ' w w w ~ o N , } ' \ ss, ~F ~ o~ - ~ ' ~ ~i ~ FERTILIZER: 1,000 LBS/ACRE - 10-10-10 ® N~ ~ 01 o CONSULTING ENGINEERS
NEW , I I , 1 ' , ~ EXISTING TEMPORARY >u ~ ~ ~ , \ R ~ ~ I r~ I 1 N~ RbP 4N ~ , 1 ' , CI#4 ~ , ~ I I ~=3y % SEDIMENT TRAP , r , ~ \ r , ! \ M \ w co ao SUPERPHOSPHATE: 500 LBS ACRE - 20~ ANALYSIS , ~ ti , ~ N I MULCH: 2 TONS ACRE -SMALL GRAIN STRAW
off' , > + _ 1 M N ~ TO REMAIN ~ ' , 1 ` \ \ ~ ' / T.O.W.-344.50 1 , ~ ` ~ o ~ ~ ANCHOR: ASPHALT EMULSION A A P.O. Box 1265 , ~ ~ ®300 G LS/ CRE
\ 4•.1 ' I ~ D.A.=1.55 AC , ~ ` 1 1 ~ 1 ~ ~ ~ 125 ~f. Barnes Street
, , , , ,s VOLUME-2,800 CU. FT. , 1 , , ~ 1 ~ , , NEW f'.~~ I . S~ ~ \ - I 1 , \ ~ W , ~ N ~ ~ooZ ' ~ ~ N ~ ~ Z ~Pilson, N.C. 27893
~ \ ~ Q10- , \ 1 \ la ~I o 0 ~ ~ r r ~ ~ a7~N
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Z T.O.W.=34 , I I , , \ \ \ 1 \ - ~ I ~ \ \ 1 , i ry ~ ~
Z o0 o I I I M NEW ~ I , N ~ ~ , [e-mail] r ~ ST ~1 i , Irk, ~ ,
N= I- I w I I Ir: ~ 1/ _ , W I I 1 co v I t I I ' 1 ' ~ ~ eutcn+c ~s ` \ h CB#24 ~ I ; ~ \ , r / ' ' ~ ~ W SHOULDERS. SIDE DITCHES. SLOPES (MAX 3:1) ~
~ - ~ 1 W r' ~ D_ i , a • r , I , tea BR t \ ~ ~ \ I I , I 1 r r i ~ r ~ i
m ~ QC F- I / m / I ~ ¦ ~.67 X 1 1 ' ' i : I I 1 } 1 , / / ~ ~ > to ~ ~ w I I I I I NEW OUTLET / , , ~ i ~ r _ 3
_ , i ~ I a STRUCTURE. _ , I ~ ~ T.O.W.-34450 . ~ I I . ~ ' ~ m!- T TYP P NTIN AT ~ ~ ~ LA G R E r
' - ' , ka. / I ' SEE DETAIL , ~ \ , ~ 33~ 1 ' CURB - - ' ' ~ AUG 15 - NOV 1 TALL FESCUE 300 LBS ACRE
~ / r ' SHEET - , \ I I ~ 1 \ c . ~k0 . / / r , ~ , d I 1 CUT / ' ~ ' " ~ NOV 1 -MAR 1 TALL FESCUE &ABRUZZI RYE 300 LBS/ACRE
/ MAR 1 -APR 15 TALL FESCUE A R ~ ~ ~ ` ~ 300 LBS C E
~ ~ ~ ~ APR 15 -JUN 30 HULLED COMMON BERMUDAGRASS 25 LBS ACRE ~ i ~ ~ #2 JOB 21056
- I ~ ~ ~ , / , ~.-11 / ~ NEW I 1 , Z ' ~ ks; I ~ ~ NEW C6~23 ~ ' I ' \ \ \ 1 /r , t ~ 1 ' ' JUL 1 -AUG 15 TALL FESCUE AIVQ 125 LBS/ACRE + ,9 i» ROCK CHECK DAM
o = w ~ I ' ~ ~ . I I , , 328 , I , N T.O.W. 342.500 I ~ , . I 1 _ . ~ ~ CB# 17 ~ \ ~ ~ ~ + ' ~ BROWNTOP MILLET OR 35 LBS/ACRE
` + ' ' ' SORGHUM-SUDAN HYBRIDS 30 LBS ACRE
~ 1 1 ROCK / , ~ ' ~ CHECK ; ~ , / ~ I 1 ~ i + / m ~
T.O.W.=340.0 1 1 1 ~ , , I ~ 1 F~'° ~ ~ \ DAM ti / / \ 1 ~ + ~ + ~ ~ ~ i ~ SLOPES (3:1 TO 2:1)
r / ~ , ` \ \ , 1 ' I ~ LP Wake Forest
~ NEW ~ + Llmlted Partnership
I I`,`> I - ` ` \ - -ell- / ~ o;: ~/,~i Y~ ~O \ , 1 \ , ` 1 1 / F ~ 1 , \ , , o C~#19 - 1 CP I MAR 1 JUN SERI.,EA ~E.. EDEZA (SCARIFIED) 50 LBS/ACRE ~ I I r7
\ / \ 1 34 I E:~ I o o ~ 1 I r of 1 , ~ 3 ,
, / rN / - ~ 1' 1 f / r. T.O.W.=338.1Q0 r F: ~ , ~ 0.. \ ~ 1 \ a ' M ~ 'SILT FENCE _ ~ S ~ 14 ~ ~ MAR 1 APR 15 AQ~ Tt,~L FE..CUE 120 LBS ACRE
` ' , r MAR 1 -JUN 30 R A' "~EFPING LOVE GRASS 10 LBS ACRE Lakeview at P ~ 1 ~ ~ ' MAR 1 -JUN 30 A HU'_~ED COMMON 25 LBS ACRE •
NEW , , I ' ' , , ~ aj~\~ y, ~ \ ` \ 9R / ' ~ ' ` ' ' BERMUDAGRASS
/ I I rl ~ I ~ \ \ 4n \ ` ~ ~ + _ c JUN 1 SEPT 1 TALL FE,.CUE RpQ 120 LBS ACRE Wake Forest,
i 1 0 I \ 1 ~ ~ ~ N <,ROWNTOP MILL~..Qg 35 LBS ACRE North Carolina ~ EW _
, , , SORGHUM SUDAN HYBRIDS 30 LBS/ACRE , , , ~ #O~K CHECK DAM _ _
r I r ~ \ \ ~ ~ ~ , I f:' . 'h I > ` 8z ~ , ~ ~ \ \ 318 ~ , ~ , M, SEPT 1 MAR 1 SERICE;1 LESPEDEZA (UNHULLED 70 LBS/ACRE ' ~ ~ ',W ~ UNSCARIFIED)
NEW ' 24 , ~ I , ~ ~ ,1 , \ , ~ \ \ \ ~ , I , , ' / / I 1 ' 1 I i 1i1\\\ \ \ \ \ \ \ \ N I CB#9 f-- r I , 1111 ~ I N , , + , , i
r 1 1 ml\ C 2, r - CI 1 ~ , , ~ tl \ C 2 , ' ~ CURB (NOV 1 -MAR 1) ~ TALL FESCUE 120 LBS ACRE
~ , \ I I 1 J 1 \ ' N' CUT AN ABRUZZI RYE 25 LBS ACRE ~ ~
rn
~ r , r ~ \ ti 1 - IA ~ ~ ~ OF321
, ~ r , ~ , ~ ~ z CONSULT EFS ENVIRONMENTAL ENGI~,~ER FOR ADDITIONAL INFORMATION
~ ~ ~ ~ I 1 I My ~ ~ ' 1 ` 00o TI F N . o ~ CONCERNING OTHER ALTERNA VES FOR VEGETATION 0 DE UDED AREAS.
~ / , ,1 1 I ~ ~ ' " X08' , 1 1 3 Z + , , / ,~y , o \ I I 1 1 1 \ + r ` ' ~ ~ ~ THE ABOVE VEGETATION RATES ARE THOSE WHICH DO WELL UNDER LOCAL z fC r , r ~ I n
11 z CONDmONS; OTHER SEEDING RATE COR~~,~rNATIONS ARE POSSIBLE. . - ~ b>7 QNN~~ 2602 • ~
/ / r / 1 ' I , 1 T 6 ,111 :W ~ 3'10, \ :.i 1 ~ t , ~ ~ ' SILT MP RESEED ACCORDING TO OPTIMUM SEASON FOR Town d Wdcs Fore°t Conrnenh
. / I \ 1 1 111 \ 1 ~ ~ • 1 1 , ,I.1 r 1 309. ~ , , ~ r~riz + ' i N TE ORARY. z / \ , r ~ , a DESIRED PERMANENT VEGETATION. DO NOT ALLOW TEMPORARY COVER TO ~ 28 4dober 2002
y- K1 1 \ . r . 3..7 FUTURE ICON MILL+- • , • ~ I w , ' ' ~ ~ ` 1 - 1 - ~ r-' ' + GROW OVER 12" HEIGHT BEFORE MOWING, OTHERWISE FESCUE MAY BE
ROAD .E NSION . f.:.~~ • ~ ' o , ®1 , 1 1 ~ NEW q) ~ 1 1 \ r ' ' ! r Town of Weke Forest Comne~rle ~ r , , SHADED OUT. 5 320--~ , 16 September 2002
~ 1 ~
~ / i / , V ~ I ~ r - , 'ITT ~ N h / N ~ r 1 . 1 \ 1\ \ ' Town d WeJce Forest Carmerrb
~ ~ ` ~ 4 13 2002 ~ i
31 ,31 1 1 1 1 1> ~ ~ r , ' ' ~ Town d WeJce Forest (A81 i4)
IPO 3 y'D 326 ,A'RCE 1 ~ , I 1 ` - - , ~ 1
- ~TQ ' I o t T ~ 6 onion Caih''d (A91 Ik3)
ONLY p ~ , a r- ~ / r 3OO \ \ \ ~ \ \ ~d,{ f~,I qLB' ~ ()N l \ / / 304 I ~ ~ " ro 1 6 1~1 r , . ~ _ 1 I i I I \ 2 ~ ~ 16 Ju?e 2002
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, ~ b / , , - - ~ - ~ 1 81te Pleu? F1eVkw (ASI ~ 1 • ` • • 16 March 2002
,
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. ~ ~ ~ ~ MARK D.A. VOLUME DEPTH DIMENSIONS TYPE
\ ~ Z \ a 1 , I 1 y~ I I \ ~ \ ~ ~ \ ? \ \ ~ - ~ I I I I I ~ I 1 2 CH` C~ \ 1 , I I I I , I I I I ~ \ ~ ~ \ . ~
1 1 1 ~ w ANGLER CAV~NESS I~VEISSKOP~ N F' I' I, I 1 I I, I X RI~ 1 IlL V / I I I I ~ ~ ~ ST 1 1.02 AC 2,000 CU. F.. 3 Fi. 35x20 NATURAL DEPRESSION - DATE: 20 Deoen~ber 2001 1~
1 I 1 I a: a NOTE: PIN 18307 1 1 ' I 1 ' Stf 9' I ROAD IY. # 338 , I I I, I r l l l r l ~ 8 \ r ISSUED FOR: PenM/C.onehuctlOn ST ~2 1.55 AC 2,800 CU. Fi. 4 Ff. 35x20 NATURAL DEPRESSION
PER B.O.M. 1999 PG. 263 ZONIN ' RD ~ I I ' ' I \ 1\ \ \ ` U m r "f' I I I I I I I I I I I \ \ \ W ~ , ~ ~ ~ i ~ 1 I I I I I I 1
\ \ 115 CP&L RIGHT OF WAY ~ I I I ~ I I ' - ~ - PROPERTY BOUNDARY/RIGHT OF WAY ST 1~3 1.31 AC 2,400 CU. Ff. 3 FT. 40x20 EXCAVATED
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GRASS-LINED SWALE ST #4 1.25 AC 2,300 CU. FE. 3 Ff. 38x20 NATURAL DEPRESSION
R ST ~5 1.38 AC 2,500 CU. FT. 4 FT. 32x20 EXCAVATED
.\\x + SPOT ELEVATION TO FINISH GRADE
X ST ~6 1.20 AC 2,200 CU. FT. 3 FT. 38x20 EXCAVATED SILT FENCE
THESE PUWS HAVE BEEN APPROVED FOR CONSTRUCTION
8Y THE TOWN OF WAKE FOREST T MP IM NTT P - ST ~7 .67 AC 1,200 CU. FT. 2 FT. 34x18 EXCAVATED E ORARY SED E RA SEE
DETAIL, SHEET C-6 ST #8 1.00 AC 1,800 CU. FT. 3 FT. 34x18 EXCAVATED
Erotl~on Control ~ ~ INLET PROTECTION ST #9 1.00 AC 1,800 CU. FT. 3 FT. 34x18 EXCAVATED
PUBLJC WORKS dr ununES DATE GRAPHIC SCALE ~ ~ Plan IP SEE DETAIL SHEET C-6
1 80' 0 80' 120' ~ ~ ~ ST #10 1.50 AC 2,700 CU. FT. 4 Ff. 38x18 EXCAVATED 0???
ENGINEERING DEPARTMENT DATE 2. SCALE : 1" = 6O'-O" (INS)
1 inch = 80 ft. CONSTRUCTION ENTRANCE
FlRE PREVENTION DATE C AI H - SEE DET L, S EET C 6
SUBDIVISION ADMINISTRATOR DATE SHEET - OF - DRANK BY: LS
TOTAL SHEETS M SET - CHECKED BY. DW
©Copyright 2001 Ross/Dec*ard Amlltect; PA Mailing Address: P.O. Box 98044, Raleigh, North Carolina 27624-8044 Street Address: 8320 Litchford Road Suite 114, Raleigh, North Carolina 27615 E-N ROM DreckerdAroWecf PA
i 27615 E-Mail: mail®rossdeckardorchitects.com Fox: 919.875.9200 Phone: [phone]

(~lAUpp~
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a ~ SEAL ,
- - - PROPERTY BOUNDARY/RIGHT OF WAY 's 7466 =
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+00.00 SPOT ELEVATION TO FINISH GRADE
N X SILT FENCE 1~
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/ ~ TEMPORARY SEDIMENT TRAP -SEE
' 28R 2BR / ~ ~ ~ ~ ~ - DETAIL, SHEET C-6
/ ~ ~ ;~::1 / / ~ ~ ~0 I
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320 ~ ~ ~ ` i , ~ • ~ 0 ~ IP AI H p p SEE DET L, S EET C-6
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CONSTRUCTION ENTRANCE C
' FUTURE UGON MILL+- • -~-r-- • - ~ o y' r SEE DETAIL, SHEET C-6
- ROAD ,EXTENSION / , , / ~
FENNER & PROFFIT!',INC.
, / / / ~ / / CONSULTII~G ENGINEERS
/ / i ' ~ /N ~ N '
P.O. Boa 1265 \
i , , , 1 • / , , > 125 r. Barnes Street
IPO 3 - 310 1 /g'~ 326 a AxLE ' ~ 31 ~ ~Pilson, N.C. 27893
\ \ \ 1 / i - J, i ~ L `tea=.r~~ ~
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\ ~n 4, ~ O.M. 1999, PG. 263 ` ~ ~I
KF US-1~ LLC , ~ ~ ~ a 115 CP&L RIGHT OF WAY L.\ /
CAVENESS FARMS ~ - - - - _.~J
0&I ZONING ` ` ` ~ \Q \ \ \ ,
UNDEVELOPED ` ` \ \
PIN 1830.11 65 7216 ~ LP Wake Forest
~ ~R \ ~1 \ \ Limited Partnership
\ ~ ~
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~ i S~D~ ~ / North Carolina
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GRAPHIC SCAT 3IC SCALE
50' 0 50' 50' 100'
1 Town of Weks Forest Carmarh
2.2 2. SCALE : 1" = 50'-0" FB8'L') S 28 October 2002
1 inoh = 50 fh ch = 50 fh Town d wake Font Camrnente
2 i8 Beptn~ber 2002
Town d Wake Forest Cortn?ente
t t5 Aupu~t 2002
DATE; 20 Deoertlber 2001
ISSUED FOR: PenMlConelructlon
THESE PLANS HAVE BEEN APPROVED FOR CONSTRUCTION
BY THE TOWN OF WAKE FOREST
Caveness Farms
PUBLIC WORKS do UTILITIES DATE EXt-M`~
ENGINEERING DEPARTMENT DATE
FlRE PREVENTION DATE
SHEET - OF - DRANK BY: LS
SUBDNISION ADMINISTRATOR DATE TOTAL SHEETS IN SET - CHECKED BY., DW
I r.
@Copyright 2001 Ross/Deckard Arddt604 PA Mailing Address: P.O. Box 98044, Raleigh, North Carolina 27624-8044 Street Address: 8320 Latchford Road Suite 114, Raleigh, North Carolina 27615 E-Mail! D~+a~~rd Ar~ecf PA Rou 7615 E-Mail: mail®rossdeckardarchltects.com Fax; 919.875,9200 Phone: 919.875,0001

. PROPERTY BOUNDARY/RIGHT OF WAY
EXISTING SSMN
to TOP=329.12 --o--- WATER METER auN/~
~ IE IN=320.52 /~9
~ ~ IE OUT=320.4 m W ~ IPp 2 ~ Ew EXISTING WATER LINE ~7'~, . ~ F o
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~ ' FIRE HYDRANT NGBOURN 1.9 FEN 513. LO CE S2 1 I$ I / 7466
ENC 1? = DRIVE ROACH ~ I ~ -SS- N 8" SANITARY SEWER LINE GINE.~`~ EW y0 v
MENT P 4 T 161 ~ ~ S07-22 20"W MODERN CONTINENTAL ENTERPRISES INC. N F ~.0 / ~ o IpM,~. u
• $ y 50.35 I ~ ~ p TRACT A PEMBERLY SUBDIVISION /NIIII 6S NEW BUILDING SEWER LINE ~
0 P 4 T ~ ~ 3 4 ® PIN 1830930734 S # ~ ~ S00-40 56"W 159.89 1~'4 '
M ~ 2 •:'r. - 6 41 ZONING: CU R-8 1 -STONE MONUMENT 12"W NEW 12" WATER MAIN
ELEC. 11 ~ STONE MOP _ TRANSFORMER ® I ~ DRIVE . , ~ ~ / DRIVE
r;.. I • NlNpNp ~3 ~ • ~ \ 8'W NEW 8" WATER MAIN
7BR SSMH- . ~ ~ ~
•~Uo A 4 T ~ ~ ~ S00-36,4 ,~a. TOP=320.78 .Z5 BE l ~ ZE• 0"W ~ 50.9 OT H-G ® - ~ w, 9 L IN=313.13 1 ~ " . „
~ 5 5 - 20 REAR SETBAC ~ -s` I IE OUT=313.03 K P 3 4 T NEW COPPER WATER SERVICE
. ~ 'C F,p Qo ~ TYPE "K" SEE PLAN FOR SIZE ( ~ )
-1 I ~ ~ o ~r - •IFT ~ e I 2 „ 1 ~ 6 6" 5 UE NEW UNDERGROUND ELECTRIC SERVICE
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6 / kq o ~e~/~~t 1 ~ Q ~ R 1 ~ N FENNER & PROFF'ITT,INC.
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~ ~ ~ SSMH- ~ R, B N o rn CONSULTIl~G ENGINEERS . IM w°
1 1 w I TOP.320.78 ~ 1 ~ i ~ cv POLE MOUNTED AREA LIGHTING FIXTURE I i „ " z 3 P.O. Box 1 65
I IE IN=311.98 ~ 1 ~c IE OUT=311.83 ~ I ~ o ° 400W, 208V, 1 PH, HPS SHOEBOX WITH P.E.
•'.,A 9 1 2 ~ ~ SWITCH ON 25 FT SQUARE ALUMINUM POLE 125 W. Barnes Street I °rY ~ N ~ POLE AND FIXTURE FINISHED DARK BRONZE lfilson, N.C. 27893
fj szT ~ 1 I I M ~ Q P W R COAT POLYESTER. SEE DETAIL C3 C3. I o 0 DE 2/ /
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M o 0 M ~ _ M tits / ».oo SSMN-G 335.60 - 317.20 EXISTING
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5 6 ~ f~. „ o SSMH-H 328.60 3 ~ 1.20 311.00 5' DIAMETER 14 Lakeview at Perrier
6 ~ 2 „ ~ t~y~ 2 6 I~ 1 o FT. UTILIT`f •
8 ® - EASEMENT SSMH-I 311.00 302.80 302.60 (TYPICAL)
a ~ _ ~ ~
y~T' ) ) „ ~ 2 - 2 ~c SSMH-J 308.00 300.60 297.00 - Wake Forest,
_ I - 7 - - SSMH-c f„` X) North Carolina SSMH-K 300.00 _90.20 290.00
1 _ - roP= „ 323.65 2 loo
f`' I I 31.5 ) 6~ - • • r7 I ~ ~ VERIFY ELEVATIONS IN FIELD
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~ 1 ~ ° 1 SSM - c ~ ~ °~z BOLT COVER M ~ 0 1"oup OP W ~cll,6~ z rv BASE PLATE ON
2 a 1 "-1.5" b ~1,flOPmlt~tu' 2otrL ~ LEVELING NUTS.
FUTURE UGON MILL ° w ~ ~ j ~ - - - ~ - - - - - - - - - - - - - - - CHAMFER DO NOT GROUT Town d WetCS Forest Conrllente
ROAD EXTENSION ~ ° ~=a f~:`~ ~ ~ 3 'FRONT SETBACK 5 _ i . 2 • '0 SSMH-K 6 28 October 2002
12"W ~ a I ~i Town d Welu Forest Conrllatte
~ 1~~'- co I 4
~ ti~~;, M.~ wooos FH .:r'.' 'r FH I - ~ f8 s3eptember 2002 1 ~ 4
~ _ - 1 I ~ 1 Town d Weks Forest Comrnenie 1 it 3
IPO 3/4" SS SS SS ~ ' ¦ AXLE 16 Aupuit 2002 1 I~e 1 „
- ~ ~ • N01- ~ r Town d Wek. Forwt 646114) P ~ FIN. GRADE 1 I,I 1 2
LY a 12"W 1.16 16"W BIB o o SSMH-D I° I I I n Jlly 2002 dl ° .II 1
• LIGON MILL ROAD EXTENSION ' I I ~ ~ ~ TOP=315 - 3.64 I I ~ a ~ ~ I = .47 • - L~ ~ L 8Rs PMIn Renew ~
~ ~ ~ E IN 308.17 ~ i _...r in ~ IEOUT=307.17 ~ ~~}~~~~~~~~A~~~~~~¦ 1 I ~ _ - - _ - - >B Iravd, 2002 1 °a:I1. 1 - -
SSMH-E F~F 3 o N v. TOP=310.29 TOP=288.20 R rl 1
~ z o ~ I IN= IE IN=277.40 Q a ~ - ~ E 300.99 - .I I I° I - ~ LI L.
~ a IE OUT=300.69 IE OUT=277.30 I ~ j w--------../ a n ~ e I ~
z~ a ~ 3 - 3000 PSI CONCRETE ~ a I I' DATE: 20 December 2001 I II I . ~
~ ~ ~ ~ ANGLEA CAVENESS WEISSKOPF N/F a a NOTE: PIN 1830731318 ~ ON DU IT - - J I ISSUED FOR: PmM/Calelruclbn C ~ _
w ~ # N Y~ ~ PER B.O.M. 1999 P ~ ZONING: RD 1 ALL UNDERGROUND UTILITY CONSTRUC TY CONSTRUCTION SHALL BE INCLUDED IN THE SCOPE 1 ° ° 1 4'- „
w 4 ~ G. 263 OF OVE~tALL SITE DEVELOPMENT UNLE, ~PMENT UNLESS SPECIFICALLY NOTED ON THE PLANS 1 I 0 ANCHOR BOLTS SUPPLIED 1
_ Z 3w 115 CP&L RIGHT OF WAY TO BE PROVIDED BY OTHERS. ~ ~ - _ HERS. WITH POLE AND BASE PLATE ~ _ _ _ ~
- - ssMH U TOP=282.62 2 CONCRETE PAD FOR UTILITY TRANSFOF I, _ITY TRANSFORMER TO BE FURNISHED AND INSTALLED " d 1 #5 ®6 O.C. AROUND I a. ° d 1
INV=271.32 BY DUKE POWER COMPANY. NY' PERIMETER OF FOOTING
0' R THESE PLANS HAVE BEEN APPROVED FOR CONSTRUCTION ALL NEW WATER AND SEWER LINE COI WER LINE CONSTRUCTION SHALL 8E INSTALLED IN ~ -a~
3 AN WITH TH WN OF WAKE P IFI TIN . #3 TIES )WN OF WAKE FOREST STANDARD S EC CA 0 S „ a°
I I BY THE TOWN OF WAKE FOREST ACCORD CE ETO CONTACT CITY PUBLIC UTILITIES DIREC' TILITIES DIRECTOR PRIOR TO BEGINNING WORK. ®12 O.C.
18"
4 8" TAP AND VALVE AT EXISTING 8" D. PUBLIC WORKS do UTILITIES DATE XISTING 8" D.I. WATER UNE TO BE PROVIDED 8Y UTILITY
CONTRACTOR. l~l P~t~'1
WASTE 5'-0" OUTSIDE BUILDING LINE, FOR
CONNECT TO PLUMBING WASTE 5'-0" GRAPHIC SCALE 5 ENGINEERING DEPARTMENT DATE CONTINUATION, SEE PLUMBING DRAWIN uIBING DRAWINGS. 2
80' 0 60' 120' C3 C NOT TO SCALE
1 „ „ PROVIDE 2" WATER METER AND METEF :R AND METER BOX FOR WATER SERVICE TO COMMUNITY
C3C SCALE : 1 = 60 -0 6 I IN . FlRE PREVENTION DATE (IN gg~) BU LD G
1 1n~n = eo NOTE:
7 GANG METER ASSEMBLY, SEE DETAIL ~ SEE DETAIL SHEET C-6.3. IF FILL DIRT IS USED TO RAISE THE EXISTING GRADE ELEVATION, INSTALL BOTTOM
.1 w... ~.-..wig. r.~...+..rn nn~nr i r. .r. ?~In
SUBDIVISION ADMINISTRATOR DATE
$ PROVIDE HOUSE-SIDE SHIELD FOR Pd -HELD FOR POLE MOUNTED FIXTURE AT BUILDING OF UUNUNLIL FUUIINU 4 h U titLUYY UKIUINAL rIIVIJI1tU UKAUt LtVtL AIVU 11. # ND FOOTING TO 2-6ABOVE NEW FINISHED GRADE LEVEL. EXTE
SHEET - Or - DRAM BY: LS TOTAL SHEETS IN SET - CHECKED BY: DW
o~ Db&tv-d Ard 1wt
c@Copyright 2001 Ross/beckord Architects, PA Mailing Address: P.O. Box 98044, Raleigh, North Carolina 27624-8044 Street Address: 8320 Litchford Road Suite 114, Raleigh, North Carolina 27615 E-Mail: n 15 E- Mail: PA Mail. mail®rossdeckardarchitects.com Fox: 919.875.9200 Phone: 919.875,0001 A

5'-d' 6" MIN. 8" 3" 2"
REFERENCE DIMENSION
- PLAN FOR LOCATION (2) ~4 BARS -CONTINUOUS 5 0" SEE
CHAMFER /4 " 1/2" FT ~ "N T P "I-2"
° • y ~ • • • p : ; 4 CONCRETE WALK . 1:50 . ~ ,a ~ 1NALK 1 /2 CDO TY E SLOPE SURFACE COURSE
.
~ - - - - - 2 /2 TYPE H
• ~ ~ - - - BINDER COURSE / . / ~ ~ ~ ° o ° ° CAR
0~ ° ° ss ~ s•
" r ~ ~ °bo°, ° o ° ~ ~ 4r
° ° o ° = a SEAL
1/2" EXPANSION CUT JOINTS 5 0" 0/C " JOINTS 35 O.C. ~ °a QQ,° 8" NCDOT TYPE 7466 e YARD FILL 1 °p ° °a,a " " •
1/4 WIDE x 1/4 DEPTH , ° a ~ ABC STONE BASE ~ •r ° nn° ° 0 ~"^J O Cp°° C 0 ~IN~~.~ r 1 ° ° Q O V° ° Q v 0 Q NNE
OF CONC THICKNESS ~ r 0 ° ~ °o• ° ~ ~ ~p ~ • O ° o ° 00 0 , N
° ~ ° ° ~ °
~N ~ D oo O oQ o 0° ° U
~ ~ ~ ~ ~ 1 ~ ~ ~ ~ ~ ~ \ \ \ / / / / / / /
/ / / / / / MPA T RADE CO C ED SUBG /
CONCRETE WALK 4" T T RA FI S RUC U L LL ~r \ ~ \ \ . _ \ \ \ ~ \ / / / /
PROVIDE 1:50 CROSS SLOPE THICK UNLESS i / /i / /i~ ~ ~
UNLESS NOTED OTHERWISE WI 2 NOTED OTHER SE
FINISH GRADE C C SCALE: 1"=1'-0" 1 1"=1'-0"
~ SEE DETAIL 4 FOR ADDITIONAL INFORMATION tMATION 3
i\\\\\\ / / / / / / ~ i///// ~ C 1 C NOT TO SCALE
/ / / / / / / / / / / \ \ \ \ \ \ \ \ \ \ \ \ ~ \ \ \ \ \ \ \ \ \ \
\ \ \ \ \ \ \ \ \ \ \ / / / / / / / / / / i//// ///~i , 2'-0"
~ .
COMPACTED EARTH s" " FENNER & PROFFITT,INC.
2' CURB & GUTTER Ei" CONCRETE FILLED • " I 2 NCDOT TYPE I-2 ZETE FILLED 3 RAD US BITIMINOUS CONCRETE CONSULTING ENGINEERS
SECTION -SEE PLAN PIPE BOLLARD FOR LOCATION 30LLARD
NOTE: P.O. Boa 1285
PROVIDE 1 /2" BITUMINOUS MATERIAL l0 125 1P. Barnes Street
IN EXPANSION JOINTS ' lYilson, N.C. 27893

sECTioN I O aa~,° ° 252 237-4136 ~ )
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~ A C P I . r,~, , ,,a 6 NCDOT TYPE S
1 SLOPE I '~;4"~'a, T NE BASE I v~, . , ~ S 0
NOT TO SCALE C1C ~ \ I i ~ / i. / /
I I ,
I COMPACTED ~ ~
I I SUBGRADE
CL DRIVEWAY ~ J 3000 PSI CONCRETE
Ei CONCRETE APPROACH CURB AND GUTTER
SLAB CONCRETE CONCRETE
DUMPSTER 24 -0" ASPHA T PAD DUMPSTER JOB 210513 PAD
L SMOOTH DRIVE _ .
TRANSmO 4 12 0" ~ r i o "
I I C C SCALE: 1 1 /2 = 1 -0 b
TO ORIGINAL SHOULDER I ~ "NCDOT TYPE "I-2" 1 ~1 I I
GRADE ~ RSE SURFACE COU I ~ 12" ~ I N
I LP Wake Forest I
" I 2 TYPE H" F I ~ ~ I I IBLE Limited Partnership i PROVIDE VAN ACCESS
~ 4"/FT. ~/4"/FT. BINDER COURSE ~ 2" /FT. / / I I ~ SIGN FOR VAN ACCESSIBLE „ I
5 I I I 6 ~ PARKING SPACES ONLY
1 Cam' g AC~~S~IBLE °
Lakewew at P I I t.
~ 8" NCDOT TYPE "ABC" p .o. •
i COMPACTED STONE BASE COMPACTED SUBGRADE
I I HANDICAP SIGN IN ACCORDANCE Wake Forest
WITH ADA ACCESSIBILITY GUIDELINES. ' I North Carolina I
2' CURB & GUTTER
SECTION -SEE PLAN RAMP FOR LOCATION - 18"
UP
4 I I
C 1 C SCALE: 1 /4" = 1'-O" I I
i o i OF-51)
5'-0" 5'-0" 8'-I 8' -0"
BRICK SCREENWALL I
MAJK M M U
" PEN~.?1' 9
2~0
0l2031A I o
4'-0" 3'-4" 4'-0" SECURE WITH
THESE PLANS HAVE BEEN APPROVED FOR CONSTRUCTION ROWLOf F W FOREST PLAN ROWLOCK NON-REMOVABLE BOLTS
BY THE TOWN 0 AKE 2 1 2" WIDE PAINTED • Town d Weks Forest Carmrerrb
s~ METAL POST 4 28 October 2002
PUBLIC WORKS do UTILITIES DATE BRICK SCREENWALL (MATCH BUILDING STYLE AND TY TYLE AND TYPES----- Town d Weks Fonet Comnente
9 15 Aupuet 2002
Town d Weks Forest (Ash 4~U
ENGINEERING DEPARTMENT DATE VERICAL REINFOf ICAL REINFORCEMENT 2 17 ~ 2002
#4 ®16" O.C. ® 16" O.C. 60„ s~M Plen Revlew (A81 IMp
~ 16 t,~erch 2002
FlRE PREVENTION DATE
xo
I
SUBDMSION ADMINISTRATOR DATE 00
DATE: 20 DeoM'nbel' 2001 1 I ~
SCALE 1 /4" = 1'-0" i " ISSUED FOR: Pern~/Cawhuctlon I I~
I I. \ \
DRIVEWAY CONCRETE _ \ \ ~ I ~ ~i~ i~ ~,~i~ii~ I I ' ,a~~
4'-0" Ei 2'-0" A PHALT SLAB S ~
I I.
6x6 W2.9xW2.9 WWF SLOPE 1 SLOPE 1 /8" /FT. YARD GRADE ~ ~ ' °
d " " 4" ° •a 4 6 'qa 4 r VARIES ' i i.~ ~ )
• de ° qa . q ._X X d. ° ..x ~ ~ - _ x . X~ = I_~ ~ ~ ~ ~ I I 2000 PSI CONCRETE III I i.
° ~ 1. ' d ~n
d a . v e 1L . Ei 6 d In- al ~ 6
a < e. „ ! I 1 O L J
~4 ®1 E ~4 ®16" O.C. ~ ° MIN. ~e Detalle ~ r.
8" Ei 8'-10" 6" -#4 EQ. I -4E.SP
# Q „ s 3 CLEAR (TYP)
SCALE 1" = 1'-0" 10'-0"
6
C 1 C4 SCALE: 1-1 /2" =1'-0"
TION EC S
C`.1C`. Sf:AI F AS Nt7TF~ /1 w w~ ~A~ ~ A~ ~A/'~Tl~1"~ A r1 1'1f ~ r1 1'1 f TAI I
AV VC I AIL
UbLt uuMrzj i tK rAU uC SHEET - OF - DRAM BY: LS
C1C NTS TOTAL SHEETS IN SET - CHECKED BY: DW
7De!w-dAr~WIwAg PA
c t 2001 Rass/bsck Arc/r/lsc~a PA Mailing Address: P.O. Box 98044, Raleigh, North Carolina 27624-8044 Street Address: 8320 Latchford Road Suite 114, Raleigh, North Carolina 27615 E-Mail: r X15 E-Dail: mail®rossdeckardarchitects.com Fax: [phone] Phone: [phone]
O~xro~

5 FT
~ Mme, MIN ~ TOP ELEVATION OF STORMWATER 0.5 i
VARIABLE AS DIRECTED BY TIE EIIOIEflt 1.5 Fl 1.5 FT NNhq,~ 1 WASHED < ''+i
1800 CU FT/ACRE g~ iIL`? MAX. D ti g STONE 1 A ~ •
NOTES: 12 MIN. o Q 5 FT - SS! o m ~ ~ a. ~ of • ~ MAx nFSIr,N OF SPILLWAYS ~ ~ ~ a~'
MM• 1. USE FOR DRAINAGE AREAS pI1ERMEDIAIE NOT EXCEEDING 5 (FIVE) ACRES. EXISTING SLOPE ~ _ _ _ _ _ ? = SEAL
MN. 10 QA. WiES ~ ~ DRAINAGE AREA WEIR LENGIHI ~ ~ ~ ~ 7466
LNE PARES yy FEN F c 2. EARTH BERM SHALL BE STABILIZED w/ SEEDING (ACRES) (F1~ CUSS 1 RIP-RAP FILTER FABRIC • ~cfNE~ FlLTER 1 4.0 VA TES ~ti'..~
TC ACCORDING TO TRIANGLE SPECIFlCAnONS. CROSS SECTION FA RIC 2 6.0 '9~ ~ B ~D ~ •
gtADE 3. USE CLEAN COMPACTOR FlLL MATERIAL FOR EARTH BERM, 3 8.0 4 10.0 M „ I h
OVERFlLL 6" 12.0 5 SI E VIEW FOR SETTLEMENT 1
DESIGN SETTLED 21" 1' FREEBOARD DIMENSIONS SHOWN ARE MINIMUM ~
TOP MIN I- I - EXISTING SLOPES
~ ~ 1= ~ - _ 1= I HEIGHT do WIDTH DETERMINED BY
~ I I-I_I I I I- I_ I I ~ EXISTING TOPOGRAPHY AND i = SEDIMENT STORAGE REQUIRED.
- 10 FT MIN o~ FR NT VIEW 1.5 FT 2:1 SIDE VARIES _ _
1 o p X2:1 SIDE 5 FT ~ op 9o SLOPE MAX SLOPE MAX KEY RIP RAP INTO THE DAM
MAX FI I o 0 0 S1EEL POST L'L' ° o0 0 og'~p - FOR STABILIZATION,
8g~ MoVEN WRE FABR~ FlLTER o ~ ~ 1:1 SIDE SLOPE LOPE g"_1' -
91LT FENCE OEOlEX11lE FABRIC FABRIC I ~po~0 MAX N dGIE: ° - G NATURAL GROUND a -
-USE SILT FENCE ONLY WHEN DRAINAGE AREA ~ 3 ~ w 'a.,:. ;.WEIR ' s'• o.. ~:a KE`rEt; RIP RAP 'o:' ..r:
DOES NOT EXCEED 1/4 ACRE AND NEVER IN b ~ • FOR REPAIR OF SILT MIN ,tea . ~ ..a....
AREAS OF CONCENTRATED FLOW M ~ _ FENCE FAILURES, USE 3 s- Na. 57 WASHED STONE.
-END OF SILT FENCE NEEDS TO BE TURNED UPHILL ~ FOR ANCHOR WHEN SILT ~ .•~~'~~..q~ FENCE Is PRaTECnNC MAINTENANCE X57 WASHED STONE FENNER & PROFFITP,INC.
CATCH BASIN. MSPECT tEMPORARY SEDMFM TRAPS AFTER EACH PEPoOD OF SIONFICANT RAA~FALL REMOVE SEDMFNT AND RESTO
b e• MN, oOrER dMEN90NS MHF]I THE SEDMENT HAS ACCUMIA,AIED TO ONE-HALF THE DESIGN DEP1N aF 1HE TRAP. PLACE THE SEI RED TRAP I,5 ~dHU R N T v w - - - CONSULTIl~(G ENGINEERS nuw. ~ THE SEWMEHT THAT a REMOVED N
I OVER SHIRT ~ A OESNRIAIED dSPOSAL AREA AND REPLACE 1FE CONTAMNATED PART OF THE GRAVEL FACNG. ~ E%TElO MIRE 6' YIN. MTO TRENCH M of THE SPN1.NGlY m ENSURE IT IS A MRNNIM Ex~snNG - - - P.O. Box 1265
AND ANCHdt SIdtT AS ~ I CHECK THE S1RUCIURE FCR DAMAGE FROM EROSION OR PFpIC. PERIODICALLY CHECK 1HE DEP1H OF 1HE SPN1.MGlY 1 VI N OAiEC1ED BY ENGAEER t OF 1.6 FT BELOW 1HE LOW POINT OF THE EMBANgEJIL IMMEDIATELY FlLL ANY SEI1LEIfJiT OF THE EMBANIWENT 10 I A IPTI dtADE ANY PoP RAP DISPLACED FROM THE SPELWAY MUST BE REPLACED HIIEdA1ELY. THE EMBANWENT TD SuDfmY A90VE OESpH A IP ~~'E 125 ~1. Barnes Street
,o HDTE ADDITION M.HD. STEP SEQUENCE snTEAM FROM THE TRAP IMMEDIA1FlY AFTER 4 App SPLLWAY CHART C.M.A. lYi1SOri, N.C. 27893
_ 9TABEJff THE EMBAN(IO1T AIO ALL dS1URBFD AREAS ABDVE 1NE 9EdMENT POOL MO DOMNSINEAM FROM 1HE 1R1 I D VI W caIlslRUCTaN Mrn+ SEEDING.
252 237-4136
• 252 237-4138 fax
box.com fenprof9one
UPSTREAM END OF ~ DEWATERING
STORM DRAIN OVERFLOW CONCRETE BLOCK
W 1/3 PIPE a
a ' D D DIAMETER - _ _ r! ¦ : ¦ Q JOB 21056
TYPICAL RIP RAP CHANNEL ~ D • 2/3 W ° D a a o 8
DA ~ .I I DA D . . op oM ~ V
-1T~1I d I I I Ir - I. W o D. ~ ~ ~ D p
77TT - oa a a ~ s ~ - o~ d
• -I~_ - I I 18 • „ 111 -III li'<:.= _ _ BURY BOTTOM _ _ _ ~ . - 1-f~11 1_l (I_l f f~l I = = of PLYwooo
8 - r,, II- FlLTER FABRIC OR III I ~ I I DTI - - - r o
GRAVEL. BEDDING FlLTER FABRIC OR GRAVEL BEDDING - - - - - - - ~,i - b ~ P Wake Forest o L N ~ CONSTRUCTION SPECIFICATIO S Llmlted Partnership
3/4' EXTERIOR XTERIOR / ~ e o !D o 0
T N N AIN TRAPEZOIDAL NOTE: ALL PARTIALLY COMPLETED STORM DRAINS PLYwooo A I AP A A WITH SHALL BE PROTECTED AT THE END OF 1. UY ONE BLOCK ON EACH SIDE OF THE STRUCTURE •a~Cb o,~
(SHAPED BY BULLDOZER) EACH DAY IN ACCORDANCE WITH 1HESE y~g; DETAILS. sTEa FENCE PLYWOOD INLET PROTECTION _ ON ITS SIDE IN THE BOTTOM ROW TO ALLOW POOL ® 0 ~ .CTION DRAINAGE. THE FOUNDATION SHOULD BE EXCAVATED ,
POST (TYP.) AT LEAST 2 INCHES BELOW THE CREST OF THE STORM LakeweW 8t P
'f0 BE USED WHERE EXCESSIVE STORMWATER VELOCITIES PROHIBIT VEGETATIVE LININGS. UPSTREAM E~ ~ DRAIN. PUCE THE BOTTOM ROW OF BLOCKS AGAINST OVERFLOW THE EDGE OF THE STORM DRAIN FOR LITERAL SUPPORT ~
ST.:~RM DRAIN W TS WHEN OVERFLOW OCCURS. 2:1 SLOPE, GRAVEL FILTER " AND TO AVOID ASHW •
W SIZE OF STONE MUST BE DETERMINED BY APPROPRIATE DESIGN PROCEDURE. II u II u IF NEEDED, qVE LITERAL SUPPORT TO SUBSEQUENT ROWS BY PUgNG 2 X 4 WOOD STUDS THROUGH Wake Forest,
- - - J A A ORDING II • . II ii ° 1 PI BLOCK OPENINGS. SCREEN North Carolina /3 PE
~ d _ 11_~ I I DIMENSIONS FOR d do W V RTES CC II u -I - - TO DESIGN. a ii II , ~ :D • DIAMETER 2. CAREFULLY FlT HARDWARE CLOTH OR COMPARABLE TEMPORARY SEDIMENT
II II II D. ° ~ _ ~4' t0 12" ' e . p WIRE MESH YATH 1 /2-INCH OPENINGS OVER ALL P00L DEWAIERING ' ~ P BLOCK OPENINGS TO HOLD GRAVEL IN PUCE. _ - - _ _ -
18" ~T~' II RIP RAP DEPTH AS PER DESGN OR REFER Td •oo° ~ ' ° .D _I IL 6 en. • _ - TABLE. . .
6" - ~ FlLTER FABRIC OR - -I I ~ WASHED T E FlLTER ~ > ~ D 'r, GRAVEL BEDDING S ~ • 3. USE CLEAN GRAVEL, 3/4- TO 1/2-INCH IN D . ~ ~ TH TOP 16" n • DIAMETER, PUCED 2 INCHES BELOW E 1' Miid. -
ACROSS PIPE INLET ° • TABLE ' OF THE BLOCK ON A 2:1 SLOPE OR PUTTER AND 2' MAX. - 1
- WIT T N N R RAIN STONE CLASSIFICATION RIP RAP DEPTH ,T,III~III,~II~II-II-III IT- V SHAPED WATERWA I I- I I-III I I I I I I I: SMOOTH IT TO AN EVEN GRADE. DOT X57 WASHED u~ a~ - , . -ff~ - STONE IS RECOMMENDED. s - • _ I I-III- I~ , ~
SHAPED BY MOTOR GRADER) A 9 ~ ~ ~ ~ ~ ~ ~ ~
® 18 HARDWARE CLOTH I I I 11 I I-I I I~ I I- II;~I Il II III...•.:
~ CU,SS 1 24 vl I ~ A iP SEDIMENT _ ~ ~Ih.,III
Pn CLASS 2 24 -36 A IPn N ~ ~ ~
STONE FILTER !NEST PROTECTION 'ION
T NE 0 S AND YWOOD TIN P L 13 T CTION PRO E IN ET R P L 0 AVLD R E N G KAD C LO B N 12 T E 0 S
0 TEC RO TP PIPE INL 10 ANNELS IN CH ED AP L RIP R Town of Wake Forest Commerrte
5 28 October 2002
Town of Weks Forod Canrnenb
4 15 Au~uet 2002
Town of Wake Forest (A81 f4)
3 17 J~? 2002
t3'otlorl Conb'd (A8113) 2 16 Jule 2002
TI N CONFERENCE 8. IF SITE IS APPROVED, REMOVE TEMPORARY DIVERSIONS, SILT FENCE, SEDIMENT tBING PERMIT. SCHEDULE A PRECONSTRUC 0
1. OBTAIN A LAND-DISTURBING PERMIT WITH THE ENVIRONMENTAL ENGINES BASINS, ETC., AND SEED OUT OR STABILIZE ANY RESULTING BARE AREAS. ALL ~ p~ Review ~ ~q ITAL ENGINEER, HAS VELOCITY DISSIPATORS, 1
E. OVERALL ~ REMAINING PERMANENT EROSION CONTROL DEVICES, SUC 18 2002
T P END y 2. INSTALL GRAVEL CONSTRUCTION PAI A. BURY THE 0 - RY UPPER END OF ~ \ TION PAD TEMPORARY DIVERSIONS, SILT FENCE, SEDIMENT SHOULD NOW BE INSTALLED. RUC ,
C. OVERLAP BU BASINS OR OTHER MEASURES AS OF THE JUTE STRIPS IN 'A' AN 'B'. - - AQURES AS SHOWN ON THE APPROVED PLAN. CLEAR ONLY
LOWER STRIP AS IN D yy _ AS NECESSARY TO INSTALL THESE A TRENCH 4 INCHES 4R TIP 4 y I N ERMS 9. WHEN VEGETATION HAS BECOME ESTABLISHED, CALL FOR A FINAL SITE INSPECTION >TALL THESE DEVICES. SEED TEMPORARY DIVERS 0 S, B - BY THE ENVIRONMENTAL ENGINEER, OBTAIN A CERTIFICATE
P N FTOPSR y ' OVERLA E D O y AND BASINS IMMEDIATELY AFTER C MORE IN DEPTH. y ' INCHES AND STAPLE. - :LY AFTER CONSTRUCTION. OF COMPLETION. DATE: 20 December 2001
y ' ~ ' ' y F A IT INSPECTION BY THE ENVIRONMENTAL ~ ISSUED FOR: PenMlConehUCtla1 _ FOR AN ONS E
y y y , ; ; , , , ~ - , 3. CALL - - y y y ' ' ENGINEER TO OBTAIN A CERTIFICAI y ENVIRONMENTAL ENGINEERS OFFlCE # A CERTIFICATE OF COMPLIANCE.
y y ' y y
y ' , , , , , , , , , , , , , - y y IN AND GRUBBING. y , I R G yy y y y y 4. BEGN CLEA BYRON BRADY 856-6195 RUBBING. MAINTAIN DEVICES AS NEEDED. ROUGH 856-7558 MARIA COX
yyy ~ ~ ; ; ~ ~ ; GRADE SITE. KALE LEMASTER 856-6198
~''y yyy y yy y y ~'~';~%-';i;''%~ yy DAVE PARNELL 856-7549
""''yyy 5. INSTALL STORM SEWER, IF SHOWN, IF SHOWN, AND PROTECT INLETS WITH BLOCK AND GRAVEL 856-7459 DANIEL ROWE
; ; ~ = NTR S SEDIMENT TRAPS B. TRAMP TRENCH FULL OF SOiI. _ ` ; , , ; ; _ y INLET CO OL , D. EROSION STRIP FOLD OF ~ ` IMENT TRAPS OR OTHER APPROVED MEASURES AS SHOWN 856-6199 LEE SQUIRES
~ ~ ' ' ~ - ON THE PLAN. BEGIN CONSTRUC' SECURE WITH ROW OF STAPLES. ` , : - JUTE BURIED IN SILT TRENCH , , ; , , - J CONSTRUCTION, BUILDING, ETC. JAKE TAYLOR 856-7548
;r'~ - 10 INCH SPACING. 4 INCHES y y Yy Y ~ ~ ` - AND TAMPED, DOUBLE ROW ,.;;;;,~~;y`:'-- AS ARE BROUGHT UP TO FINISH GRADE WITH VEGETATION, THESE PLANS HAVE BEEN APPROVED FOR CONSTRUCTION
WN M THE TRENCH, y ; ; , ; : 6. STABILIZE SITE AS AREAS ARE BRO DO FRO OF STAPLES. y ; ; . , ; ; ; . , ` ` ~ ; - PAVING, DITCH LININGS, ETC. SEE ETC. SEED AND MULCH DENUDED AREAS WITHIN FIFTEEN BY THE TOWN OF WAKE FOREST
, , ; ; ` ,y, ; _ (15) DAYS OF COMPLETION OF A~ ETION OF ANY PHASE OF CONSTRUCTION.
Erosion Control
r y y ~'yy ;a`: - 7. WHEN CONSTRUCTION IS COMPLETE IS COMPLETE AND ALL AREAS ARE STABILIZED COMPLETELY, ATI: Det81~8 IN R. PUBLIC WORKS dt UTILmES D
' Y yY ' y ; ` : - FOR y,, ` - CALL FOR AN INSPECTION BY THE ENVIRONMENTAL ENG EE
y yy
PLACE STAPLES 1 1/2 TO 6 yy y ;.r'; ENGINEERING DEPARTMENT DATE
APART AS REQUIRED TO KEEP yyy , ; ; ; _ = - -
y ` THE JUTE IN PLACE, yy
FIRE PREVENTION DATE
TYPICAL STAPLES
8 GAUGE WIRE CHANNEL STABILIZATION DETAIL F PRESS ENDS OF JUTE 4 INCHES INTO SOIL SHEET - OF - DRAYM BY: LS
AROUND STRUCTURES AND STAPLE SECURELY NOT T TO SCALE - SUBDIVISION ADMINISTRATOR DATE TOTAL SHEETS IN SET - (NECKED BY: DW
dA~~r~r PA
Rom Deckar 15 E-Mail: mail®rossdeckardarchitects.com Fax: [phone] Phone: [phone]
c CaPyright 2001 Ross/beckard Architect; PA Mailing Address: P.O. Box 98044, Raleigh, North Carolina 27624-8044 Street Address: 8320 Latchford Road Suite 114, Raleigh, North Carolina 27615 E-Mail: m

-D' MNAAIiwI oTItRMISE SPECIFIED
9" te' tr NOTES r alRS ~ CAR • • ~
Notes: r_2 Atlt~r - - Pavement must be deei reed acing In Sectbn 3. Pavement deeigrr rnethade. (p~i~ ~t • N 1 9 for al-de-eoc and 4" I-3 R e~ T 1. wNEEtCLIArL RAfPS SNALL 9E PROwDED AT I.CG?TNINS AS sroMrl oN R1ESE PLANS at As { suNT1ARD 7-e• ~ $SI / DNECIED BY Tit ENGINEER. 1MtElCNAiR RAMPS SHALL BE AS DetC1ED BYBY'11t~ENN01tFR . 1$1 NA1fA1Uy CAPE ~ CUTTER Sr THESE OETAll4, HOMEVER llt LOCAIXN MAY BE AD.ElS1ED e : ~ Q S
m moduN Minimum to be 2' I-2 8' CABC fer. ~ L L ~ d pIw n manual. • • I etrab. AN other etrub to M datgned uel prooeduru in b , 8" G1BC for Loco nnqq WERE E1GSiN1G LIGHT POIFS, nRE N11xtAN1S, DROP NILTS, CiC, AFFECT PuCEM[NT. ~ C c ~y AT TNESE LOCATNtIL4, NOT LESS 1HAN Z FEET OF FUl IFJOLIT CURB SHALL EIE PLACED ~ • J C.r'1
' ewalk M aired on ors Bide d focal streets and come Colktetor streets. Skewol b o ` , , 2, Sd ro9 Cul-De-Saa owr 400' in length regain ' . • ` roquked on ThoragMane and come CBD etneh. eEnYEOT ADJACa1T RAMPS. ° sIDEwAUC Accros RAMP = 7466 '
N ekewalk on OM tlde .L 3. Skewalk and curb to be J000 pel at 28 days air entrakted concrote. Sidewalk to be ecorod ~ D NO 9LCPE oN nt MNEELdIAAi RASP SHALL EDICiED 1'/12' (1!1) N RFlA11aNSIeP ro t/2' EXPANSION JONT r t nt aRAOE of T?t sntET. F~~
+ 5 ft whh 1 neion rob al 36 ft Mtervole. Provide non-clip fkihh. Concrote ~ C~ ~,0 TAD1H aF n+E M1IEELCHAIR RAMP eE LF9S TIUN ~ (J'-4q 9` 0 a N No CASE sHAU ill LCNVQII'UDNVAL SECTION 4'yi
~ ekerywdb to be 4' ~ thickn a to incnae to 6" of all driveway crowk1npqa and fa a 1 2' on rAe at uraBort of 4 and 8 _ dhtona 5' effher sae d tb drhsway. Pba / etrpanel 1~ 1 30" VALLEY STANDARD HoMEroL MOTH MAY ExcEm ro'. M • ~ Nor ro scALE ~+kn11 N
ekwdb. N 4. Matdmum grades Ord X valves for etrab shall fonow NCDOT quidelinee for tM Piedmont aroa 1. USE AN E?EIRANEO J000 PS CONCRETE MI1FI A 51DEwAlx FNgH N ORDER ro OSTAN A 0 ROUGH NON-SNp TYPE SURFACE. 10'-4'
.l rolgnq topograpph~y). See TabN 2.03. Ibwwer, N a 5, Ail thiclinae shall gersroly b• conflmnea by a nkal report a~ a A I/2" E1Q'ANSNN JDN1T wLL eE REOIARED IEERE CONCRETE wNEELarAIR RAID doNS e'-o' r-~' 6'-0• 11
~ ~ cal-de-ecc and laoal Mneb u p o euEq?ade CBR one standard 9' t8' t2' > wNAes, M design devktion Eo the IeR of the average d aA CBR'e determined by geobdmiool report tha /ar, ~,S t2 11E CLNe3 AND AS SNOFN ON STANDARD DRAYINI95. MIN.
H, in the opMbn d tM Town's npneentotiw, code appear weaker or haw inhenrrt Problems -It ~ t /2 ~ I-2 ASPHALT each a o high mice oonterd, tM eervkw d a geobahnioal engineer chap be required in any a a>rLe DEPleasaL Musr w N rlltntR oA NCT enEwAUC w PIACEA
$ $ $ ace far @te de n d powmsrrb. fi`t' b ~ • + L n IIqq 5' GIBC below curb and er. ~ r. 6. ores ehali be equip to provide a 9~ •1O , , ToP aF ` alRe
7. M ~ pion ~ ~ $ " ° 8. Elec esMa w10 rat M uMA street action b graded at And and approved. oEPRES9ED gsre ouTTrR
9. TM Town Ettgirser may roqufn a 1' over any ugmerd d sheet k whkdt then Oro J000 P!I OONC. _ nch failures 800 foot strut A trerah failure ehaN be deRned a o • ~ DATE ~ 3 or ttton of 1 2" a ~ at tM depot print over a brrtdl width. Etttent of Nngth d I ~ ~ UN[ ~ " STANDARD YARL 71APE NOT
_ IIY, . wY? +IWr .IIIY Ylr CURT TO CxCEED 12:1 L i 1 L 1 1 • 1 • • L t
a Ined 8w Town's En Ntar. g W• r 9 total be 0 3Qe VALL~Y i N ~ N SECTION A-A ~ .e. .v. .W. . .ur
1 i Concrete Testin Requirements - 9 : . ~ .a ELEVATION OF 8NVQl.E ACCE88 RAMP
a from flatr~y-miK N to be talon afNr ds eeoond yard N dhpotcMd v t fie MIBaI tat ( d ~foNowl ~r .ea ~ ~ : Not ro scALE
mbar and b fp ootabt n9 1' R ~ from tls ~ ti
~ ~ t, on. ekwrtp act , ,i2" R ASPHALT 2. Pun, prepare and elan 3 cylkrden on-cite for 24 hour. . ,YYF yyy. our yW. •IYL IYlll~ ~ . w' '•r • MAX. SL~E i ' ~ - 2LTYPM~I
3. Temrp mtun b ' ~ b ~ . . ~ " " MAXREAE EtAPE - It:t ~ , .e? ,rr : ar? +Yr? iN1ED eLAac
i A~1~~~bNb an Ned from tM inidal hud4 wary 8Th freak thereaMr N to be teded . . , . . ~ A _ NDT R & PROF'FI'I'1' INC. 1~ Y VAAIASIE SLOPE L Ll\a~L ~ J? JIL ~ • ~ ~ ro EXC®12:1
L ~ ~ r~ A in tM cams manner a rated above. J000 PSI CONC. I !I ~ ~ 020 DAYS ~ ~ CAS ' ~ ~ • CONSULTING ENGINEERS .1. { I• ~
halt Testin Re uirements ~ ~ As 9 q STANDARD P for Roads aM H ~ , V
Testktq for aepiaR b to fdbw NCDOi "5Q rdard SpedR~! krbet revhion. Structure . SeeBan 80g 9. 'flak Compacllon uaNlY Manage ~i .L , P.O. Boa 1265 . ~ ' ~ ~a,.~:'F. IF OEF1>fSSED CURS ALREADY
• EXLSIS, DO NOT CHANAE OUT LNLFSS Dr:ECTED ontRwsE 125 If. Barnes Street
~ jy~ The mfntmum tngwncy d coring for thidcrwes tee0ny elan be on tM Dab d tat Nr N acdom drat more than 1b00 INsar fat d lay down width. exduNve d d• ~ ' iYilson, N.C, 27893
> ~I Ndereec8ora~rrspular areas. the test wampp~~ kl~ to be a 6-Mch coed eornple. 1 1 R to be numbered and for IderttlAcatkn purposes, ~ N2 ASPNN.T The eampk N b99b YATCN wDiN ~ S STpAf~ BUT Y-4' MN. Nlff H
1' ~ ' (252 237-4136
FaNar SpeelRcaBone for Roads and Shtrchrra', Section 809-5, a ~ r: ' ' ktteet revhion. i . d' ~ N^ 'Cordroctor • aa94' Control 5yebem, A 252 237-4138 fax
to -r J000 PSI CONC. fenprofeonebox.com
Follow NCDOT Spedfloa9ate for Roods and Structures', Section 809-4. • 2e DAYS - 'Field Verkiadort d Mbdun and Job Mix Fomwk AdJuebtsnb", kited rovielon, cAnC
C ~ ~ ~r 8PILL SNQLE A
m " ~ N An otMr applkxtble uctlas d section t1a d tM Nc SpeelAca9one 'r Roods and Strtrctrwee' share apply reki8rtq bo auoNq~ Oont?d Plan, mix deeigrt, aantrd NOTES: NrrrRe, carectlw ac8on, equlpmsM and meswrernent, 1. SCORE CURB /VALLEY GUTTER AT 15' O.C. STANDARD ADA WFEELCHAH 190wETFiIC VEYV
.r 2. PROVIDE 1 /2' EXPANSION JOMITS AT 90 O.C.
3. FOR TRANSmON OF CURB TO CURB OPENING INLET, •L Project Owrsr M raponelble for poet d teetlrq. SEE STANDARD DETAIL 2.50 BDEVVAUC ACCESS AT Cllf~ i~tUIN9
FORE8T TOWN OF WAKE FORE8T TOWN OF WAKE
TOWN OF WAKE FOREST TOWN OF WAKE FORE81' TOWN OF WAKE FOREST lCIM1L• DETNt / SLATE: DETAA s~ SINGLE HANDICAP No ,TD scxE ~ zx~ DOUBLE HANDICAP NarTOSC~ 2ti3-A
DETA~ ~ 2t ~ STD. CURB & GU TTER & NOT ro scAU 2Z TYPICAL CURB & GUTTER Nor To saLE TYPICAL CURB & GUTTER NOT TO SCN.E 21 ~E VALLEY GUTTER DETAIL DATE: 9wE1R R DAIS: 9EET ~ DATE: sNEEr z - AMP DETAIL - RAMP DETAIL REV. 11-2-99 1a~
_ STREET STANDARDS STREET STANDARDS DATE f~,,,a_12_~a tr,9-ao ~ wN sDwaEe werswslGNe alaY REV. 11-2-99 1a',,,~, uSE wtx ariulGAlo sDDACATIae aNLY
REV. 9-8-99 ~ar~ uec reN ttnnoAno tr~eatcAttara asx ~ tntt eneoMO teeseratetq anon uet tetN tuetDAAD M6Cw1oA1NN1 paY ~ 21066
LP Wake Forest
Limited Partnership
END SECTION DIMENSIONS s~ws~nr c~to?~T~r ~
DUt. A B C 0 E solar ea~ta.l=_
15' 1' 2 -3 1 4 3 -11 1 2 6 -2 3 4 2'-6' ~ 18' 0' 2'-3" 3 -11 3 4 8 -2 3 4 3' Notes:
+es? ~ ~ 24' A' 3 -T 3'-1' 8'-8' -11 4 Drains a Structures Notes. C?OO,ESVCP DIP , 9 Lakeview at P 1. Boxes m be roinforced maeorry, rrLOSOnry, precast tarlaete ~ ~ r.'~~ a M~ grASS a y~ MNr. COVER
i ~ 30• 1'-0' 4 -8 1 2 1 -10 1 2 8'-5' 5'-0' ~ 3 -1 1 2 8 -1 1 2 '-11' oy s>g • or Croat-in-place roinforced corlaete. ~ • ~ a1EATER DEPiHS ARE rIEEDED ON ESVCP, •
• •'Y~.:.' ~ i 42. 1 -10 1 4 5-1 3 8 3'-1' 8-2 3 8 6-5 1 4 2. Any non-standard bolt (non-standard meaning not shown in ~ • tD ~p Sy cA~cuuTXNS To eE FnoYOED 9Y NICE this manual), is to be designed by o NC Professional ErLgirLeer. 9++ • ~ oasts ~ LARO~ TRBg1 ttD>K
` r~ . r J d ,L QU' V' ~v r env 3. The maximum height of an un-roinforced masonry droirage + FnR TYPE 4 uYN9 oggllOK (aA15 q
. ~ ' yYIY ~ 'P f~1 • y • •r ! . ~ . ~ : i ~ 1 i ~d i 1. DESNiN OF END-SECTION SFWl CONFORM TO • r rrrlited to 8'-0" from ~ N2D TrErasoAS w/Le nACr ~ACLOR Wake Forest, structuro with 8 walls aha be ~ • 14 360 26' •n , aR~iYPE s uiLC oaatla~ North Carolina invert of the outlet pipe to the top of "the caatl q Depth a++ • te' 360 46' N20 tRUaaAr10 wra 9PACT FAC1d1
. `•1 ~ : " _ ~ ~ '8 ~ STANDARD RE]NFORCED SECTIONAL . i'' - ,:r:; _ • ~ ~ CONCRETE CULVERT PPE greater than 8 -0 shah have walls 12 thick. Bolin over >o0~
''i ' ~ i • ~ .eYYW •WIW ytlW ~ s ~ ~ ~ • ~ ~ • ~.M .~.y • ~ .t . 2. ANY TWNV BARREL SYSTEM GRFJITER THAN ~ ' ' • ~ ~ : ~ • " 1 1 ~ ~ • ~ • ~ • 42' RCP REWIRES A 1 In total de char be • rled by a NC Professional 12' . OOYER ABOVE PPE. 1J0 2 ~ ~ C+ J6" i3' 360 ( ~ Engineer. Four irLCh woos one not allowed on dndrLOge structures
+F ~ 3. ANY SYSTEM OF MORE 2 PIPES Bottom slab on etructuroe Blau be roinforced rrlTen box depth C+ • t3'
~ ~ A REOINitES 'ROADWAY STANDARD DRAYANGS' '~r?~ 4. SEE NCDOT exceeds 8 ft. 9++ t 360 44' 3'
i Ja„ ~ FOR HEADWN.L OONSTRUCTION DETAILS. J ~ 4• Steps aro to be provided on ar basin deeper than 42'. e++ • tr b. Steps ore to be PS1-PF ad mawfOCtured by M. A. t4'
~ ,~s ~ 0,0 Industries or an approved itqud. Locate on non-pips ware. _ _ 360 27
. ~ 6. Mortar in masonry boxes is to be type M. 7. Clay brick structuroa aro not avowed. 0}'~
tit ! :w'; •.e•:. 4 y Ol N' B. Concrote pipe is to be minimum class III. _ 1r
''0a , ~ • 1 ' • ' `a''' 9. Concrete building brick b to meet ASTM C-55, Grads N, Type 1. - ~n - 10. Basin located in wet aroa, or as otherwise requirod by the
town engineer, stall bare weep hobs as shown on deEafh. ~ arnD
~ ~d' 11. All cast-in-place or precat concrete drainage structure boated ~,~yTg in paved areas acoaeibN to truck loadings to be deeigrLed to (12' LIFFS MAx)
meet AASHTO HS 20-44 boding. See manufacturers deto>a for
~ • ~.r . • •4. i wall, top and bottom thicbLess. TRilal wMLS MAY NAYC 1wreGAl 1NFE I! 10 A YN. XDgn 011 R TAT IGFH TACK at Let
+ .r, 4 ' ~ ~ t; 1~11a1__~I~NSO~~ L IAiOn OA1N111QIO~Qt
• .tip; 4
I a •
~ r MIL Tarn d Wrlu FOrert COffrnente
4 28 OcEober 2002 SEE SPEC, SELL o22to
• °M~• , ~ ` .per . 1 Pry o"~°~"oMP,LC;ar, Rarrs Tarn d Nhlce Foroet Cam~errta
(r uFTS) I 9 15 Aulpurt 2002
f . v 1 / ro• sermai~.ae~ MIN. D/e ~ Tarn d W1rke F~orer! (A81 ~4)
I' ~ I ~ f o~~ s 2 17 Jd~? 2002
o~ a o s1~'' i ASTM D 4AS, AAlNro M-A3) •d
10 ~ ~ ~ ~ ti D~, EraeiorT Catird U?~ 10)
a°~ ~ ~a E r ~r ~ ,,1e1 - - - - ~ W Jule 2002 9011 COrCI1101S ARE UNSTAEEE, CU19S C CLASS S D d MN.
~ ~ "0~ ~S b~ ALL PIPE -SEE SPECS. RtDAS (tYpE 4) (TYPE S) 27" do SMALLER 4"
L ~ ro Dr ~ (LAYTNO cD?a•) (uY1NO oola.) 30 e: LARGER e
a "1~0E ~gi• TOWN OF WAKE FORE8T TOWN OF WAKE
TOWN OF WAKE FOREST TOWN OF WAKE FOREST ~ scAla: DETAL r ~A~ oEr"` E DATE; IB ITirrd12002 ,lh T ~ TRENCH DETAIL FOR NoTTOSCUE 3i
TOWN OF WAKE FOREST tt~ ~ ~ ~ T .FLARED END SECTIONS NoT To sn~tF S.~t DETAIL, ,jh x3 NOT To SCALE 2QI ' - S D DRAINAGE STRUC LIRE Nor torcALE ~ GRAVITY DIP DA1E ~R ISSUED FOR: PefltlRfconeauctlon
2 ~ TD. C&G INLET W HOOD NOT To scALE 2A0 ~ s _ DESIGN AID DETAIL DA7E S ~ DROP INLET DAIS ~r R REV, e_6-99 ~ar~ NOTES oA~: ~ REV.9-e-99 ~Cr1. a~ ~ rN 3TANDAIO r REV. 9-•e-99 ~a?,... u1E tRl lrAIaMD SDCMIPIUiONS GISY
DETAIL ~T ~ cur REV. 9-8-99 ,~a?J.., uE ltwrwao sr?crnawon anon
vE fret erwowro eneutaAtrare oar REV. 1 t-1-99 mar Ts- Oct rear
THESE PLANS HAVE BEEN APPROVED FOR CON5IRUCTION
BY THE TOWN OF WAKE FOREST
Standard
PUBLIC WORKS & UTIUilES D'E'S ta~
ENGINEERING DEPARTMENT DATE
FlRE PREVENTION
SUBDIVISION ADMINISTRATOR DATE SHEET - or - DRANH sr: is
TOTAL SHEETS DI SET - CHECKED Sr. DMK
erdArchitect PA ROM 11 Dick To 27615 E-Mail: moilOrossdeckardarchitects.com Fox: 919.875.9200 Phone: [phone]
Mailing Address: P.O. Box 98044, Raleigh, North Carolina 27624-8044 Street Address: 8320 Latchford Road Suite 114, Raleigh, North Carolina 27615 E- @ Copyright 2001 Ross/Deckord Art;hitect; PA

nnuaf~
26 3 4' RISE + PART N0. F BOLT PRAA[ 10 iCP TO A[A010'>EMEtt'tAND 23 S 4' i. ~ ~i/2' 1 1 V-1964-OS J 1 4 ~ CARp •y ~
'IOBM OF wANE FOREST' ~ 1' V-1961-10 3 3 4 ALLS ONL ~ ~ o ,
i i V-i984-t6 41 4 THIS DETAIL TO BE USED ON EXISTING PVC MAINS ONLY - vAR~s r v-t9e4-2o 4 a 4 OTHERWISE USE DETAIL 3,19 s a~
tlfq]If CASTBtc w/IAORTAR 2 1 W1oM-26 S 1 4 ~ ~ 3 SEAL ~ 7466 = ~
-1 • 22' 3' V-ti61-JO 6 3 4 3/4 PIPE CRO • ys T 3 1 v-1961-3b e t 4 (1) TypE q~ RCKSI.OTS F
p~~ 4' V-1964-40 6 J p~y~yy ~ x. 0 'kGJN4. q~ 4 •
IlQ1..i~1~ I~ IlYR1D • RISE ABOVE TOP OF BASE /p • ~ ~ , hfNl 01l
a 26 3 4' NO VENT IIOIES FOR COVERS USED SADDLE ~ M 51REET AND 4 IIOIES FOR COYFRS 23 S 4' t. OU190E 51REET. THE EIICFP110N 0 0 t 4~ ,rA,,O A 1-
' ~ PRECAST GRADE RNM19 ARE TO BE ~ ~ ~ a wIEAE ~ COULD usED rAlot PCSl6LE AND AD.A191ED couact S1dnl RuNCEt• w nlmt 0 ~1
rwtH eRlac ~ YCRrAR vlc]Bn B+ TIAS CASG MERE ARE PIPE FEI. JOBJTS FULL MITH HKiH 2 3/4' ~ BE NO YEtIT HOLES MCOVER.
Y MORTAR R SIAINE SPRING LINE 51RENOTN TYPE 1 OR 6' PRECAST ti FWSIt 11510E !OUT '~OUa1m ~
YAIDf11N1 OP t2' i 3/4. 22' USE AN APPROVED BI111MINOU9 ~ ~ A
'D Za r FRAM WEIGHT ~ 175 LBS. On1p~g App ~ . BASE ~APPIJEtD TO TOP RISER PoNG WEIGHT ~ 50 LBS. RaOt SEC11oN ~ Col[ COVER WEIGHT ~ 135 LBS. ~I~
R~ R(~ LOAD RATING ~ HEAVY DU1Y O
O IEATERIAL - ASiM A 48 coN1RACroR 10 2T t/2' A to 3
LocA1E slErs CUSS 3o SADDLE 90' FROM OUTLET - FlNISH UNCQATED INSTALLATION LJMITS t2•
PPL S1EPS BY , USE EOCI]i1RIC CONE 24' MODEL ~ VULCAN Vt984-95 ~ .i. ' OR VULCAN V1995-95 ~ Psl-pF ~ E10UAL ,r tr
E[E11N0 AS1Y. C4T6 , • 2 3/~
~ COVER FACE ~
. All JOBIIS TO BE r ~ c w/ 1'It 3/4' ~ SfktN~ u ERAI RIEFORiIED EluTn Ru68ER (MAS11C) ~ ~ 231/2• ~e7, e7 as pe7
~ OASIfET MFETND AASHIO Y-196, ASIM, 0-990, FED SPEC 2b 6 FENHER & PROFFITT,INC.
NOTES. ~ ]6-9-ao21o (2toA) - 2 7/6' •r' t. ALL SERMC£ LATEtiAIS rrnD CCVCLYMEk rav~aarYLeNe rusnc °R"°E CONSULTIr1G ENGINEERS
MANHOLE To eE ooRE oauED A ~ : ~ ~ 45' PVC SADDLE ,yq 600hD, ' FRAM MACHINED I1'I PRECAST MAN1OlE TO MEET • I~ t/2•
2.MA10AJM DEPTH 4 DIA MANIOLE . . , acUlRO,lntls of A91M. C4Te, WLCAN SURFACES • 20' SEE PARAOIiAPEI 3.6.3 OF ~ ` , AASHTO Y-199 DOVER BCCTION PIPE CROWN 4'~. ~ eJ4'
a wAmt AND 7EWaE roR oTNOR REa]Rwo+ts o 0 ISOMETRIC zs,/2' / uYITATIa1S). ' P.O. Boa 1265 n~-:
s ALL SAIffARY SEN[lt MAN- ~ HotEa to BE vACUw TES1Ea ~ . 4' . ~ - ~ • 125 X. Barnes Street
R~EII • ~ lYilson, N.C. 27893 4 SECTION A-A
71aPE a CI1Al1NEl ~ tl]a YANtQ,E - , ~T STARIIESS
ato' FAU IINIESB . - ~ ~ a q sTEa 7HOwl o1NERYABE CuYPs ' ' ' ' ~ ~ 252 237-4136
oN PLANS. _ PI1ExAST oPErBNC REOIARED FOR V-,~ ' ALL PIPES. - 38 faa 252 237 41 . 4
:`r!I%~•' • ti's SEE PLANS FOR PIPE SI>fS wLCAM w 4~:~'~'`~ 1' DIR. ANCHOR t'~' MOLES • ~ fenprof~onebox.com .
NOTE usE a' F]ITFNOED 0 BACKFlII UNDER PVC NOTE: STEP SHOWN 15 PSt-PF BY M.A. INDUSTRIES INC.
EASE NFiEtI 1OTAL YH SADDLE WITH ~7 STONE. HOOHi EXCEIDS 1Y ~ 1995-95 PEACHTREE CITY, GA. ALTERNATE UAY BE USED IF APPROVED BY TOWN.
rYM~N tprF
~ sF>: SPECS FaR Fo1RB)AT+ON FRAME TOP VEW OOVBR BACK
BA°RDYO/o4T YA#Il NEEDED TOWN OF WAKE FOREST TOWN OF WAKE FOREST
FOREST TOWN OF WAKE FOREST TOWN OF WAKE FOREST TOWN OF WAKE SCALE: DETAR / SCALE DETNL / SCALE: DETNL / MANHOLE STEP s~ ~~"~a2a
~ N A MANHOLE COVER & RING To scuE 3to TYPICAL LATERAL SADDLE NOT To scuE ate • s PRECAST CONCRETE Nor ro SG1LE 3.3 STA D RD NoT TAIL FOR ROCK Nar To scAIF 3.21 • ~ _ ~ ~ . s DE X AVATION FOR PIPE o~>E: ~ ~ DETAIL oA,E: r. EC
- TA - WLCAN V-1984 V-1995 DATE: SHFET~ DETAIL FOR PVC PIPE DATE SHEET 4 DIAMETER MANHOLE DATE ~R ADJUS BLE REY.f0-Z1-07 ~a~ ~ n~ t,p~ per REV.10-21-07 ~a~ ~ treancAtaim aKr
REV. 11-t-99 ~oP1, uBE w1x BTANONB7 ePCOwa ONLY REV. 9-19-00 ~a~ u9E OfM BiANDNO 9PEDPICAndq aMLY REV, t0-20-17 ~a~ laE rrnl srANOAIIO 9PBDPIDA71aNS aKr JOB 21066
LP Wake Forest
Limited Partnership
Lakeview at Pember
Wake Forest,
North Carolina
~ A B C ~ ~ A B C VIBTM 6' I'- 4' 1'- ~ i'- 2' 2'- 6'
6' I'- 0' 1'- d• 1'- 4' 7- 6' sRAOE s- e• wN.
b' I'- 7 ! I'- 0' 1'- 0' 2'- b' 12' Y- 2' 1'- 0' r- Y 7- 0' A ] C 6' 1'- 0' l'- 0' Y- 0' t'- 8' ~ 16' 3'- 0" 1'- 0' 7- tr 3'- 4' AeovE tar aF rlrE.
1t' B'- 0' 1'- 0' 1'- b' 3'- 0' 20' 4'- 0' 1'- 6' 3'- C 3'- 6' b' 1'- 7 1'- 7 1'- 0' EP- b' 16' i"- b' P: 0' 1'- 6' 3'- 4' 24' 6'- 0' 2'- 0~ Y- 6' 4'- 0'
1'- 0' 1'- 0' E'- 8' ED' 3'- 0' 1 0' 2'- 4 3'- 8' 30' 6'- 6' Y- B 4- Y 1'- 6' IP' B'- 0' 1'- 0' 1'- b' 3'- 0' I P4' 3'- 0' 1'- 0' S'- 0' 4'- 0' - TEE A 8 C ~ -
I6' B'- b' 1'- 0' 1'- 6' 3'- 1' 30' 4'- 0' 1'- b' 3'- b' 1'- b' EO' 3'- 0' 1'- 0' E'- 4' 3'- 8' ORAOE S- 6' MBt. ~x e•K a' 7- o• i'- o• i'- o• e•x e• e• r- 4• r- o• r- e•
E4' 3'- 0' 1'- 0' 3'- 0' 4'- 0' ABOVE TOP OF SO' 4'- 0' 1'- b' 3'- b' 4'- b' GRADE 3'- MIN PPE I ABOVE T~ ff PIPE. > ~ • . ~ ~ tzx t~`x e' r- 4• o• r- e• to 12•x t2'x e' 2'- 6' t'- C t'- 0'
~ . . •i ~ _1 I
AtgV[ tnP ff PIPE i~ • + ~er.ararp.

• 7 I ' w. ~ • ~
V + • ~ • f t.~ 4»'a.
SECTION ~ y :~s.. i..t . • 1
PLAN ~ 2800 PSI CONdEtE 200 P9 CCNCRFIE •t' NOUNAL A e C 1RENCH CUSS B Rt7plMiED • PLAN . DWEIER II~1H •r+ •
~ SECTIDN SECTIgd CLASS B REOUBED 8700 PSI CQICRETE + CLASS ] REBIARED e' 7- e' t'- C t•- 4' 7- e• PLAN .
PLAN e• s- o• t'- e• t'- to' 2'- e' A seoo ~ ao~>E ; . tr 4- o• t'- e• s- o• 3'- o• a~ a ~°~D
2700 PSi CWCRETE CLASS ] RE9UBiED
PLAN Town of Woks Forest Cortertente 3 28 October 2002
Town d Weke Forest Colmtente 2 tf Mptet 2002
Town d WeJee Forest U~el f4)
1 17 JWy 2002
TOWN OF WAKE FOREST TOWN OF WAKE FOREST TOWN OF WAKE FOREST TOWN OF WAKE FOREST TOWN OF WAKE FOREST ~ ~u~ ~ DATE:16 Merck 2002
WATER LINE BLOCKING ~ TYP. WATER LINE BLOCKING q,2 TYP. NOT Td scuE TYPICAL WATER LINE Nor To scuE 4,a TYP. WATER LINE BLOCKING Not to scALE 4„~4 • s _ I ED FOR: Caletructlon
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SCALE DDCI 11? AIAI A DY I"'1CL'I~AI
HORIZONTAL: 1"=50' ROAD-PROFILE PROPOSED NS NOTE: MAINTAIN 10' MIN. HORIZONTAL SEPARATION
VERTICAL: 1 "=5' 2 BETWEEN WATER AND SEWER LINES. NOT FOR L SHEET - OF- DRAM BY: LS TOTAL SHEETS IN SET - CHECKED BY.
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©Copyright 2001 Roas/Deckasd Archltects, PA Mailing Address: P.O. Box 98044, Raleigh, North Carolina 27624-8044 Street Address: 8320 Latchford Road Suite 114, Raleigh, North Carolina 27615 E- Rom DX%;kerd Arc%tecAg PA la 27615 E-Mail: mail®rossdeckardarchltects.com Fax: [phone] Phone. [phone]

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STR ET YARD = ± 800 LF
TR S PROVIDED -
TOTAL ACREAGE - 18.27 ACRES (795,893 SF) CANOPY = 13
CANOPY TREES REQ.= 160 UNDERSTORY = 13 UN ERSTORY TREES REQ.= 160 ~ ! D ~ , STREET YARD = ± 710 LF TREES PROVIDED -
TOTAL SF OF REQ, TREE SAYE AREAS = 140,000 SF ~ ! CANOPY = 15
TREE SAVE AREAS PROVIDED = 140,242 SF W ' UNDERSTORY = 2 CA
! I w~ , ~ MODERN C - A m P ONTINENT R ~c~ 0
RTH ANO EAST BOUNDARIES • SCREEN TYPE B, SOUTH SCREEN TYPE , 0 I A L ENTER P ~ 3, „ R I S PROPOSED USE -MULTI-FAMILY • TYPE 4 Q ' q OT ! TR ACT A PE T PNpS09 ERPRISE ~ p S INC. ~ N/F F 0
, I MBERLY S Z UBDIVIS ADJACENT USE -SINGLE FAMILY -TYPE 2 ~ UBDIVISIO z ~ v N
S REAS ARE CURRENTLY UNDEVELOPED ~ I ~ PIN # 1 ADJACENT U E A 8309307 N 34 i ~ ~ 563 )734
' S~ ~ I 9 F~NC 3 ~ I ~ ZONING - CU-R8 v yo
' NG 'SHEET L-2 FOR INDIVIDUAL L~ S?' a SEE BUILDING PLANTI ENCROA 1 ~ I vN dll/9t'op Q i i S v
' AILS CHMENT AO 2 ~ a•v 3 ~ u BUILDING PLANTING PLANS. SEE PLANTING DET 3, „ W ~ LT I S07 3 4 61, <z s 22 20 W 0 ~ N ti A. 0 ~ ~
SHEET L-3 FOR PLANT LIST, PLANT NOTES AND DETAILS. OT, 0$ ~ ! ~a 5 ' t11'lIC ~ z r- I ~ 5
VER zew sF Pp I P ~ NOTEt PLANT MATERIAL ADDED TO THE NEUSE RI rREE SAVE AaEA 3, ~ 0 3 /q 0 T . 15 9 . ATn~a~ r~s~a~Aa" - 1084 LF -TYPE 'B'
PINE AND MDlED MAROYA]DD 4 ~ 8 9 S RIPARIAN AREA SHALL BE OF NATIVE SPECIES ONLY. s-,~~„ ~ - 50033 q " 9333 0 56 W / , ARE Nor 1o aE DISTURBED 10' LANDSCAPE BUFFER i i
A SIGN PERMIT IS REQUIRED FOR A GROUND ENTRANCE SIGN. APT _ I_ , ' i ! !
IPO 3/4 OT. 97 7-AF OP - - - - - _ ~ ~ ~ \ I I
A DOUBLE ROW OF SHADE TREES ARE REQUIRED ALONG ~ Lr = aui~D;l - - \ ~ i ! !
0 BE ~ 2-OA j ~ 1 P LIGON MILL RD. EXT. WHERE EXISTING TREES ARE T w _ _ ~x p R CTED THIS ROW HAS NOT BEEN SHOWN ENTIRELY ON THIS , w 389/38R - ~ + / , ~ ~ 3~~ ~ 33 Lr I S00 /q36 40 W 5 ~ 3-Pr
P GTE r lL F=334.0 DA - ?pN ~ Oj, PLAN. IF EXISTING TREES ARE DISTURBED, THE CONTRACTOR IS m ~ z-PT or• / 2~ ~ ~ • g 0 9 2 T O A L ~ rAF 6-PT
m ~sF ~ ~ ~ RESPONSIBLE FOR PROVIDING THIS ROW TO THE FULL EXTENT w =j + ~ / Fey, \ o, ~ cE - cE - ~ _ - _
FRONT OF THIS PARCEL SAID TREES SHALL BE ~ w ' ' TREE savE aNe \ ? - ALONG THE } a PREOO,,,>raaTaY P11E / , 2 A ETB K ~ ~ •
2.5' CAL, 14' HT AND SHALL BE COMPRISED OF 60% OAK SPECIES ~ a , = _ _ ; . IRTH soME NI%ED NAROUOOD \ ~ ~ PLACED AT 50' ON CENTERS, u I • oP - - s °BH / \ , / 2-AR , _ - _ - - _ - 8-MC ' - - - - -
~ ~ 23•MC ~ ~ Ls ~
THE CONNECTION FROM LONGBOURNE DRIVE TO CAVENESS ~-z - ~ ' t_ , RAWINGS a i • = : _ i - of / _ ~ ~ / ' - _ _ pp - - 6-PT
FARMS IS SHOWN ON A SEPARATE SHEET. SEE CIVIL D _ ~ J ' ' sic I;•ic 7-tc 3-IC _ FOR SAID CONNECTION. N m I • • 3-VU oA ~ o
ao ~ ~ . z-Lr 4 SF ~ ~ r ~ ~ ~ = - ' ~ Z SAYE AREA ~ / , ( 3-IC - ~ -
ADDITIONAL STREET PLANTINGS MAY BE REQUIRED IN THE EVENT ~ 6-EP - ~ PAEDOMDIANTELY PDE / _ , ~ ~ ~
ICIENT. / _ APP"°'ai'ArE LocATION of THAT EXISTING PLANT MATERIAL IS NOT SUFF It76r BF I_ . ~ POLYPAYEI~ENT PATH - ~ AREA ~ ~ / - ` ~ P~ATN°ETOA~ F°Nm.o~i.orcnTEO APPRO%DIIITE LocATIDn aF- / 6-YU ~ IIILDING A'T = ? w c ~ m . ~ ~
A SIGN PERMIT IS REQUIRED FOR GROUND ENTRANCE SIGNAGE. ~ s•EA 6•ts ~ , TO AVOID DAMAGE TO ElQST1N0 PaYPAYElENi PATH - _ ~ SEE DETAIL ON SLEET - L• YEMENI PATH _ L-3 , = i - , a' F=321, 0 ~ - ' TAiL ON SHEET / , 4-MC ~ d
2•PT PATH TO 8E FIELD LOCATfl 0 BE HELD LOCATED , ~ , ~ ~ ~ ~ czi I'~ Q ~ >o DAMAGE iD EIaBiING ~ _ AR ALISON A,POCKAT~ ASLA
THE NEUSE RIVER RIPARIAN BUFFER VEGETATION IS TO REMAIN IN ' = DAMAI;E To Elasl BOTH ZONE 1 iFIRST 30') AND ZONE 2 (ADDITIONAL 20'). WHERE VEGETATION ; ® i ~ _
IS DISTURBED DUE TO ROADWAY CONSTRUCTION, REPLACE WITH OAK v-AF thMC 3•AD AR _ ! ti ~ / ~ _ ~ ~ LANDSCAPE ARCHITECT 3 ~o / 1 = ~ - ' - = p AND PLANNER
SPECIES AS SHOWN ON PLAN. IF VEGETATION IS NOT PRESENT THAN 3-AD 3-cs I of "Allow ~ y _ aP Ls L MT2HMAY ~ ,~(i / / ~ ~ L = ? = 4 = In W N ~
THE PLANTING OF NEW VEGETATION IS PERMITTED PROVIDED THAT Ls LT ~ ~A ~AiM uiPAVED cans naN. PATHS wlTral :oNE z BUFFER 20NE 2 AREAL SHALL AE LEFT UIPAYED,PATHS BEYO10 67010 ~ / , , - ~
DISTURBANCE IS MINIMIZED. = Po BE FIELD LocATEO IpE yy1iNLl 8E PAYED wtTN PDLTPAVEMENT. ~ TO AVOID DAMAGE TD ExISTDJG PATH 9f1All NDT BE ALLDNED 1N LONE L B-~~ 6.yU I ) TREES
z-Pr _ oP ~ ~ z ~ • APPROfOTIATE LOCATION OF / ~ i 3-CA I I 4 ~ iTE LOCATION OF , / LS ~ •
~ 2-YU NATURAL SOIL PATH - SDTL PATH - ~ 2-LI 5-EP ~ / ~ ~-B-IC AR !3-MC ~ REMADI 111PAVED J I ' 3-IC/ ' 3~i ~ ~ !2-AF ~
~ LL Z ~ I ~ II~IB~ BUFF~IDIOt~2~AREA1 ~ ~ J LL ~ DA ' ~ PAT" TO ~ FELD LOCATED ~fiEID~LOCAT~ED~ Ii' ' • ~ LT 3'IC ~ 3-D; / Q ~ Z
Z mo IC hW ~ T DAMAGE TO EXL9TIN Q ~ ~ Mo N DAMAGE TO EXISTING , ~ r ? ~ ~ 191'0 ~'M16 CE - = ' LS ~ ~
PROPOSED PLANT MATERIAL ~ ~ E-• o ~M ~ w / / ~ = = = Z 106 STEEPBAII( DRIVE = 7-AD ~ = 6-CJ m Z ' / ~-MC ~ ~ ~ - LT Q f~ 21511
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LAWN /BED EDGE SEE DETAIL ~ ~ ~ Q = ~C Dirt ~ 1 ~ ~ i ~ - DEL INEATcD WETLANDS sEmEO ~ _ Lr_ O LY ~ m . ~ ~ ~ e~/ ~BR ANDS
= SEEDED AREA SEE PLANT W _ Fr-. ~ = M o 1t-Y., z 84,844 s .ft. cE ~ ~ ! ~-ic ~
- N T T LIST q 0 ES AND PLAN ~ ~ ( 3•VU oP ~ - LP WAKE FOREST / i w ~ 0
,~P ~ u-YI, _ ~ 1.94 acres aF ` PROPOSED GRASS AREA U ~ ` z'"" 0 = - _ t~°°E BAVE AREA - - J _ Yj _ ~ 3-Pi - _ 3-PT w LIMITED PARTNERSHIP ~ -
Z = oP e - = R S ~ # Z ~ ~ a - 3~A \ - - ~ _ , } / LB 1
T EE AVE AREAS _ ~ ~ - _ 3-tc SAYE AAEA 8-IC 0 3 / TTY ~ I LS
EDGE OF TREE SAYE AREA / ~ Z Z J cn • , 7-AD - 0 PILE AND NDO:D cs
LOCATION OF TREE PROTECTION ~ • • ~ r ~NAROwaoo lp ' B-YU 8 - 24' DBH ' FENCE -SEE DETAIL BELOW p Q_ N S w ' • ' aP 6-tc ~ - - . ~ _ ~N ~ Der e
~ 1 APPROXMATE LOCATION OF LT 7-YU POLYPAYEM6VT PATH - ~ ~ , CE CE , ~ NN 2 ~ , 6.11c - _ ~ ~ Li _ La
~ PROPOSED LIGHTING Ls ~ 1~T ~ F°N.~LO ~oc~rm ~ ~ LS - _ 470 ~ TO AVOID Dh`VhrE TO EgSTITq ' AMC ~ An ~ ~ a CY ~ 7-RU - 3-PT = L+ , 0 -B-IC - ~ PT
7-IIF ° = LT ~ AREA TpEEg _ _ ~ 2-CM ~
m - 6-AD ~ OA PT ~ , O - / ~ rn 3-IC ' i ' i ~ ' = _ ~ _ ' / ~ LT ~ ~ _ i LT
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_ i - A = - W
3'-1' 7-VU Y 3-YU = = e-?T T ~ NORTH CAROLINA ~ ' _ o W
~ YU , - i 50 - o m
DURABLE,MEATIERPROOF N • ~ \ k ~ ~ S1ON TO ~ ~ ~ , o - _ _ 2- 2-AG 3-AF \ ~ ~ ~ - = 1lD1NC ~ - ~ R ~ o w
GAEAT171 - - b ~ , ~ ~ v CENTER AND AT EACH , ' ~ ~ _ ~ 7-CS 2-AF I \ ' / ' _ - - 28R/28R _ W - a' W _ _ ~-cs - a _ i F=316.33
~ END OF LINEAR TREE c1) - ~ ~ 9~S ' - PROTECTION ARFJ~NO N ~ AR UILDING R6 \ \ , - = _ AREA 1 ~ U -
AT EACH TIES PRDECTDON -U# = = 2BR/2BR + ~ ~ ~ . - = _ ~ _ = - ~ 2.OP unD,~c l~ 01 521 ' a 41o sF _ _ _ APT z
~ ARl'A 7# ~ OP F=319.33 = , 7 IAroENS 3•AF 3-OA ~ - / - g = T~ 8AYE AREA ~ = 9888 ~ 38R/3Bk J Q ,AAA PIE AfO MIXED ~ _ = SEEDED - ? i _ FF=32~.~,7 J
~ ~®~'@ ~ ~ 1J' ~ UY R£S18TANT 3-~ 7-YU = ' - , ~ @ - 21 OBN ~1 _ - ? 12-IC m _ • ~ 2-AR ~ 3-a.
5'-O'D.C.NAX. MION- s~~~b n-AO Ls HC-_ - - ~ ~ POLY FABRIC 6.pT ~ 4-Af _ AR 7 ' • ~ ~ _ _ = rm 9 _ _ ~ 24 JUNE 2002
' - ' Q d~ ~ - _ = ~ - = - oP _ 6-vu _ • ' SITE LAYOUT - - - _ REVISED - _ _ ~ ~ 3.1C 6-W = = - LT
~ Iff MbIB dl N61 ATTACH SIGNS SECURELY I _ ' _ ~ _ - Z , r0 FENCE POSTS AND ~ ~ _ _ - I D)101181191 FABRIC I i I ~ - • = ~ _ = _ ~ - . = _ - = e-AF 16 JULY 2002
u-AD ; ~ B-Cll / ~ WAKE FOREST COMMENTS
I I m a-A~ 3-AD BENCH B-AF 3~ o ~ ~ ~ 3•CS ~ Lg LS PLAYGROUND ~ / CE • I 4' DIMETER PINE, ~ 3-CS ~ 13-IC ~ 3~J 6•AD EDUIPMENT PICNiC ' 3-EA / _ _ ! ~ OF 3-D: 2-CJ ~ 3-IC - SEEPED AREA • OP 6-tv ~ i 3-AD g.~ 3 _
2' DIMEr~p OAK OR 6-CS GRILL SHELTER ' lh~AF / 1.33 LB/Lf STEEL a ~ L , , Ls ~ oP !9*c 5 AUGUST 2002
tt B-AD _ ~ ~ ~ ' ao WAKE FOREST COMMENTS
+I _ NoTFJ I ~ AR + MAtNTADi TREE • z f I HC HC _ ' , ' ~ ~ T 002 - _ M 16 SEP .2
I!I I!I PROT~ FENCE I ; = 3•IC - Q _ _ _ ~ v ~ WAKE FOREST COMMENTS
tTURATiON OF I - = / CY 7-NC i PROJECT ~ ~ _ 6,ID , 3•YU i J O 2-CJ - _ _ Q ~ c~ Li - ' _ _ ~ ~ -
IEdI~Q~~11~®~I ~I~~,~~®I~I 9-ru m ~ 0 ~ 3•AD UILDING c 2330 ~ - a~ N ~ _ _ _ = H~ _ ' ~ p v 16 OCT. 2002
2976 SF I ~ OP ~ c n ~ - CY y ~ i _ SEEDED AREA 28A/2BR = „ „ AREA = ~o ~ I • d o = i = _ ~ °P~ m v r~ WAKE FOREST COMMENTS _ > ~ -n _ ~ = AR ~ 1~EP Z ~
w C ti i DOIYIDUAL i N S FF=328.00 Op , QAROE118 ~ ~ u 1 ~ C 2 NIC ~ LT 310CT.2002 -
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- ~ A.D.A. 3-TO PICtQC • 3-VU,' w - - - - - TABLE i / CY - _ ~ _ a 1 NOV.2002 -
- - - _ _ Ls~+ ~ / _ ~ ` = - - _ ~ = Ls ' FBRZaBS ~ _ ~ ~ Z WAKE FOREST COMMENTS z
~ SEEO~ AREA ~ i ~ • • i ~ 0\ T6A i 7-F?
~ ~ ~ ~k S-EP ~ 2960 SF ' Li 2-LT ~ a ~ ! AREA _ ~ -
8869 sF R / W _ 2-cE z~E ~ _ THEE SAYE AREA ' = = - = 3~L OP / , = , • - THESE PLANS HAVE BEEN APPROVED - - _ - - _ _ ~ , S OP - 2-OF
FOR CONSTRUCTION BY THE ao PnrEHARDiz"~0oe°H~°'°B" _ _ ~ , 3-~ / _ _ : , oP oA oP~ I - _ - ~ 3~N _ / _ - / - = - of = = 30 FRONT SETBACK _ _ _ _ _ q,rr~ sF DATEI 28 FEBRUARY 2002
TOWN OF WAKE FOREST _ _ , _ _ 1 _ _ - . _ TREE SAYE AREA - _ " ~ _ ~ PDE, PDPLr+A, AND OAK ~ a:
~ _ e - lroeN ~ ISSUED FDRI PERMIT / CONST. • - _ ~
_ _ I _ -
U LI WO KS AND UTILITIES OAT ~ 9,3BB sF ~ ~ - _ I HYBRID BEAMIAA soD - ~ / - _ / ~
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FIRE PREVENTION GATE TIE LY ~ - 3 3 5~ IPO 1"OT.
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SUBDIVISION ADMINISTRATOR DATE / / , / , 10 .6 / ' ,
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~ - - - - - - - - -.q~ TREES PROVIDED -
CANOPY = 18 ANGELA CAVENESS e e ~ ~ UNDERSTORY = 5 VENESS WEISSKOPF N/F
e 65 WAKE ELECTRIC RIG _ # HT OF WAY TREE SAVE AREA - 150 LF PIN 1830 # 1830731318
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QcCopyright 2M Roa/Deokard Arahz%oa% PA Mailing Addreeae P.O. Box 98044, Raleigh, North Carolina 27624-8044 Street Addreaas 8329 Litohford Road Suite 114, Raleigh, North Carolina 27615 E-Maili mailQrox E-Meilt metlQroaadeokerderoh>.teote.oom Feat 919.875.9288 Phones 919.875.8881

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4-EA ~4-EA 3-RU 4 RN 4-RN 3-RU
2-VU ALISON A.POCKAT~ ASLA LA~SCRPE ARCHITECT
LAtO PLANNER
BUILDING NUMBERS 1, 9, 1f~ BUILDING NUMBERS 3, 14 BUILDING NUMB NUMBER 7 BUILDING NUMBER 12
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16 JULY 2002 -
WAKE FOREST COMMENTS
BUILDING NUMBER 2 BUILDING NUMBER 5 BUILDING NUMB NUMBER 8 BUILDING NUMBER 15 5 AUGUST 2002 WAKE FOREST COMMENTS
16 SEPT. 2002 -
WAKE FOREST COMMENTS
MC 15-HP 7-CC 58-VM WAKEC F REST COMMENTS 5-CC
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4-RN 3-RN 3-RN 3-IC 4-RN 4-H 3-RU 24-DG 24-DG 3-RU L7-AM ~-7-CC 7-AM 4-AP 4-AP 3-HS BUILDING NUMBER 16
4-H 4-CC 4-HP ~~QG~I`l~~b~
20-DG 20-DG 4-CC
THESE PLANS HAVE BEEN APPROVED
I FOR CONSTRUCTION BY THE TONN OF WAKE ROREST
BUILDING NUMBER 4 BUILDING NUMBERS 6 BUILDING NUMB NUMBER 11, 13 L A ~ ~ z0 ~0 a za 40 ,
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ENGINEERING DEPARTMENT - DATE SCALE FEET
FIRE PREVENTION DATE , II
i 1 20" - 61tEET w pNMI We SCALE:
SUBDIVISION ADMINISTRATOR DATE TV^. NaTs m sir CHECKM on
@ Copyright 2M RomMedcard Aralateots,PA Mailing Address: P.O. Box 96044, Raleigh, North Carolina 27624-8044 Street Address: 8320 Litohford Road Suite 114, Raleigh, North Carolina 27615 E_Mach mailQrossdeo Deckard Architects Ross , PA d: mailQross?deokerderohsteota.oom Faxs 919.875.9200 Phone: 919.875.A081

1"
I I v o THESE PLANS HAVE BEEN APPROVED
FOR CONSTRUCTION BY THE
TOWN OF WAKE FOREST 1. THE EXACT LOCATION OF ALL UNDERGROUND UTILITIES SHALL BE
DETERMINED AND VERIFIED IN THE FIELD BY THE LANDSCAPE CONTRACTOR.
I PLANTINGS SHALL BE ADJUSTED TO AVOID CONFLICT WITH SAID
I UTILITIES. PUBLIC WORKS AND UTILITIES DATE
2. SUBSOIL CONDITIONS AND SUBSURFACE DRAINAGE REQUIREMENTS OF
ALS SHALL BE DETERMINED IN THE FIELD BY THE ENGINEERING DEPARTMENT DATE ALL PLANT MATERI
- 00 NOT CUT LEADER LANDSCAPE CONTRACTOR. CAR ~ 0
2' - 3' MULCH FIRE PREVENTION DATE ~ PNDSCgp ~ AL SHALL BEAR THE SAME RELATIONSHIP TO THE Q'
_x 3. ALL PLANT MATERI p NEW GRADE THAT THEY BORE TO THE PREVIOUS GRADE. 2
SUBDIVISION ADMINISTRATOR DATE * W 563
~}--REMOVE ONLY DEAD, DISEASED , ' ~ / ---i- - FINISH GRADE OR DAMAGED TWIGS, BRANCHES - 4. THE LANDSCAPE CONTRACTOR SHALL STAKE THE LOCATION OF ALL 2 9N O CING PRIOR TO PLANTING. ~ ~y ~
ANO LIMBS. DO NOT PRUNE: i LEAVE BURLAP TREES AND SHRUBS AND CHECK FOR CORRECT SPA ~1~l~~0~ Q S ~
HEALTHY PLANT MATERIAL. SHALLOW DISH ON BALL EXCAVATION 0 ~ N Z
~ / PREPARED SOIL MIX . T MATERIALS ARE AS STATED. NO SUBSTITUTIONS WITHOUT A, 0 5. ALL PLAN THE CONSENT OF THE LANDSCAPE ARCHITECT.
IF NECESSARY, PROVIDE PROTECTION 6 MIN. /
FOR TRUr~K. (CONTRACTORS OPTIONI 6. ALL NYLON OR POLYESTER TREATED BURLAP ANO SYNTHETIC ROPING
TWICE BALL DIAMETER (MIN. SHALL BE REMOVED ENTIRELY PRIOR TO PLANTING. ALL WIRES, ROPES
I i AND HOSES USED TO STAKE THE TREES SHALL BE REMOVED NO LATER THAN 18 MONTHS AFTER PLANTING.
3 LOOPS OF OLD GARDEN HOSE
N 0 T E: PREPARE PLANTING BED 4'-5'WIDER THAN ROOT BALL SIZE FOR AZALEA & RHODODENDRON PLANTINGS. 7. IN AREAS TO BE SEEDED, FINISH GRADE ANO RAKE SOIL SURFACE. APPLY A 2'LAYER
~-9 GA. ALUMINUM OR GALY. STEEL WIRE TILL SOIL A MIN. OF 12' DEEP AND WORK IN SANG, OF LEAF OR COMPARABLE COMPOST AND TILL TO A DEPTH OF 6'. FOR GRASS, SEED
FINELY SHREDDED BARK, OR PEAT MOSS UNTIL AT A RATE OF 8 LBS PER 1,000 SO. FT. WITH HULLED JACKPOT HYBRID BERMUDAGRASS OR LIKE HYBRID BERMUDAGRASS. THE OPTIMUM SEEDING TIME IS APRIL 1- JUNE 1.
i FOR SAFETY, ATTACH BRIGHT SOIL IS LOOSE AND FRIABLE. j 36' 12' FLAGGING TO GUY WIRES IF PLANTING AT OTHER TIMES OF THE YEAR, CONTACT THE LANDSCAPE ARCHITECT FOR
FOR DOGWOODS, CAMELLIAS, & GARDENIAS, DIG HOLE GRASSING (ALTERNATIVES). SEED MIX SHALL BE HYDROSEEDED OR TERRASEEOED ON
ACE WITH LOOSE 2'MULCH IN SAUCER TWICE AS LARGE AS ROOTBALL ~ REPL , FRIABLE TOPSOIL. STEEP SLOPES (GREATER THAN 4:11 WITH AN ORGANIC COMPOST ADDED INTO THE MIX TO
THREE 2'X2' HARDWOOD STAKES, REMOVE EDUAL A 2'LAYER OVER THE AREA SEEDED. ALL SEED 5HALL BE CERTIFIED (BLUETAGI MEETING ALL STANDARDS OF PURITY AS REQUIRED BY THE U.S.D.A. FERTILIZER SHALL BE
AFTER END OF GUARANTEE REAI00 MAK SH LI,OW D SK AYAT N Ik St;T PL NT 9ALL IN C NT A OF OI FI. 0~' 00T@ALL 9H ULO @E TO ALL AREAS TO BE GRASSED AT A RATE OF 40 LBS PER i,OPJm SOFT, WITH A APPLI€0
- TILL AREA AROUND PLANT 3'-Ei' ABOVE LEVEL OF BED. FORMULA OF 2-8-8 OR SIMILAR COMBINATION. SEED SPREAD ON FLAT SLOPES AND NOT
LEAVE BURLAP ON BALL -UNLESS BURLAP HYDROSEEDED OR TERRASEEDEO SHALL BE COVERED WITH CLEAN GRAIN STRAW MULCH.
IS NYLON TREATED MOUND LOOSE SOIL IN BED AROUND ROOT BALL ANO ~ GENTLY PRESS INTO PLACE. 8. THE OPTIMUM PLANTING SEASON IS APRIL 15 -MAY 15 AND SEPT. 15 - OCT 15.
PLANTING SOIL MIX, TAMP SLIGHTLY . ~ AND ROD AS WATERED AND PLACED ALL PLANTS ARE TO MEET OR EXCEED THE AMERICAN ASSOCIATION OF NURSERYMEN STANDARDS
~ MULCH 2 3 OVER SOIL AROUND PLANT AND WATER. E FOR THE SIZES SPECIFIED. ONE WEEK PRIOR TO PLANTING, BEDDED AREAS ARE TO BE WATERED
24'GREATER THAN BREAK SUBSOIL WITH PICK AND TREATED WITH ROUNDUP, FINALE OR AN EQUALLY EFFECTIVE COMPLETE HERBICIDE.
BALL DIAMETER BEDS SHALL BE TILLED TO A DEPTH OF 6'ANO AMENDED WITH A 2'LAYER OF LEAF • ISON A,POCKAT~ ASLR AL OR COMPARABLE COMPOST MATERIAL ALONG WITH 8-8-8 FERTILIZER fAT A RATE OF 25 LBS
FT.1 AND DOLOMITIC LIME (AT A RATE OF 10 LBS PER 5,000 SD. FT.1. THESE LANDSCAPE ARCHITECT PER 5,000 SD.
NOTE :GUYING IS REOUIREO ONLY ON TREES OVER 10'HIGH. p e v e p e D e ' OL AR LINE MUST MATCH THE NEW SOIL LINE. D D SET TREE AT ITS ORIGINAL GRADE. C L RATES ARE TO BE ADJUSTED AS PER SOIL TESTING RESULTS AS NEEDED. ALL BEDS SHALL LAND PLANNER
BE MULCHED WITH A 2'THICK LAYER OF SHREDDED HARDWOOD MULCH. PLANTS SHALL BE
CAMELLIA AZALEA, GARDENIA, WATERED THOROUGHLY IMMEDIATELY UPON INSTALLATION. UPON INSTALLATION.
D o e e RHODODENDRON AND DOGWOOD D
9. THE CONTRACTOR SHALL PROVIDE AN 12 MONTH GUARANTEE ON ALL
PLANT MATERIAL AND WORK.
10. ALL SOIL SURFACES ARE TO BE COVERED WITH PLANTS, MULCH, BUILDING, OR PAVING. 19191363-4415
LEAVE NO SOIL BARE. ALL PLANTINGS SHALL BE BEDDED AND MULCHED. 186 STEEPBMN( ORIYE
H NEW AND EXISTING TREE TO X511 11. PROVIDE A MULCHED BED AROUND EAC
DO NOT THIN BRANCHES BE LOCATED WITHIN A LAWN AREA. BED TO EXTEND OUT FROM TREE CENTER
OR FOLIAGE. REMOVE ONLY ON CENTER AS PER THE TREE DETAIL.
PLANT PARTS THAT ARE (0/CI DIMENSION DEAO,OISEASED OR DAMAGED. VARIES -SEE PLANS ~ 12. PROVIDE PROTECTION FOR ALL AREAS DESIGNATED AS 'TREE SAVE AREA'.
I DO NOT DISTURB, 00 NOT ALLOW EDUIPMENT OR FOOT TRAFFIC IN THESE AREAS.
°
° ~ 2' MULCH
2'MULCH IN SAUCER FINISHED GRADE -SAME o e LP WAKE FOREST
AS INVERT OF SAUCER LIMITED PARTNERSHIP 0/C
s f*' s ;t~ f,~,~, CONTAINER ~ ' I ~ ~ v SOIL - ~ ~ PREPARED PLANTING BED M NT NAME SIZE & COND. SPACE CHARACTERISTICS KEY COUNT PLA
~ LEAVE BURLAP ON BALL ~ AS SPECIFIED e
' ~ UNLESS BURLAP IS NYLOt- 7itEATEO J PLANTING SOIL MIX, ~ Y y A 'DELAWARE VALLEY WHITE', WHITE AZALE! 3GAL,24"H T 4' EVERGREEN AD 141 AZALE e
MOISTEN TAMP SLIGHTLY, 3' MIN. A FORMOSA FORMOSA AZALEA 3GAL,36 HT 5 EVERGREEN AF 184 AZALE ,
AND ROD AS PLACED i / ' ARD'S ROSE' GIRARDS ROSE AZALEA 3GAL,18'HT 3' EVERGREEN ~ D
SUBSOIL ~ ~ ~~/r AG 59 AZALEA GIR
R KARTII 'MONCH' HARDY ASTER 1GAL POT 18' HYB. PERENNIAL AM 34 ASTER F I ,
TWICE BALL DIAMETER (MIN. RL' PINK PEARL AZALEA 3GAL,18'HT 3' EVERGREEN AP 116 AZALEA PINK PEA AKE FOREST n W ,
TO A MAX. OF 24' PLUS BALL DIAMETER ' T ER GLORY' RED MAPLE c.5 CAL,14 HT 20 HYB. NATIVE AR 25 ACER RUBRUM OC OB NORTH CAROLINA
NIFOLIA 'RUBY SPICE', PINK SUMMERSWEET 3GAL,24"HT 4' NATIVE CA 44 CLETHRA AL
°0 D 0 e D e DONENSIS 'DARK KNIGHT', BLUE MIST 3GAL,18"HT 2' HYB. PERENNIAL
CC 130 CARYOPTERIS X CLAN
D p D e p e EASTERN REDBUD 8-10'HT,B&B 15' NATIVE _ CE 30 CERCIS CANADENSIS, 521 01
' MASAKA' JAPONICA 3GAL,30 HT 5 EVERGREEN CJ 82 CAM LL JAPONICA KU ,
PARIUS 'MOONLIGHT' SCOTCH BROOM 3GAL,24"HT 4' - CM 43 CYTISUS SCO
A ANaUA 'BONANZA' SASANOUA 3GAL,30"HT 5' EVERGREEN CS 89 CAMELLIA S S ~ 24 JUNE 2002
VIRGINICUS FRINGETREE 8-10'HT, B&B 15' NATIVE R VISED SITE LAYOUT
CV 17 CHIONANTHUS E
TIANOPOLITANUS 'FIRE WITCH', DIANTHUS PINT POT 18" EVERGREEN DG 435 DIANTHUS GRA JULY 2002 " 16
2' MULCH LAYER - ATUS 'COMPACTA' DWARF BURNING BUSH 3GAL,24 HT 4 - C MMENTS EA 44 EUONYMUS AL ~ WAKE FOREST 0
SEE PLANT NOTES LAWN FOR MULCH TYPE N ELAEAGNUS 3GAL,36'HT 5' EVERGREEN EP 153 ELAEAGNUS PUNGE S, " 5 AUGUST 2002
S NESS RED DAYLILY 1GAL POT 18 SEMI-EVERGREEN HL 16 HEMEROCALLIS LITTLE BU I R ST COMMENTS " WAKE FO E
' T' HOSTA 1GAL POT 18 PERENNIAL
e e 0 e r~ (NOT IN CONTRAC HP 169 HOSTA PATRIO , -EVER. NATIVE 16 SEPT. 2002
2' M KY ROSE CORAL BELLS 1GAL POT 18 SEMI HS 100 HEUCHERA S 0 , " WAKE FOREST COMMENTS
' ARISSA' CARISSA CHINESE HOLLY 3GAL,30 HT 4 EVERGREEN IC 306 ILEX CORNUTA C , 16 OCT. 2002
1. FERTILIZE TREES TWICE PER YEAR -EARLY SPRING WITH HIGH NITROGEN Y 7GAL,4 HT 7.5 EVER. NATIVE IU 26 ILEX VOMITORIA, YAUPON ROLL T WAKE FOREST COMMEN S
FERTILIZER ( A RATIO OF 4-1-1 OR MULTIPLES THEREOF},AND EARLY FALL ' ARORA' TUSCARORA 8-10'HT, B&B 15' - LI 14 LAGERSTROEMIA INDICA TUSC ,
WITH HIGH POTASSIUM AND PHOPHOROUS FERTILIZER (A RATIO OF 1-4-4 PREPARED OR MULTIPLES THEREOF}. ENSURE THAT FERTILIZER IS WATERED IN. 31 OCT. 2002
PLANT BED CRAPE MYRTLE WAKE FOREST COMMENTS
' NDILOBA' FRUITLESS 2.5"CAL,14'HT 20' HYB. NATIVE LS 31 LIDUIDAMBAR STYRACIFLUA ROTU ,
2. PROVIDE A HALF INCH ANNUAL APPLICATION OF YARD WASTE COMPOST SWEETGUM
e o D D D e TO ALL LAWN AND BEDDED AREAS IN THE EARLY SPRING. RAKE OUT EVENLY BUT DO NOT TILL IN. FERTILIZE GRASS IN EARLY FALL WITH A RATIO TULIPIFERA POPLAR 2.5"CAL,14'HT 20' NATIVE LT 34 LIRIODENDRON ,
OF 4-3-1 OR MULTIPLES THEREOF. X MYRTLE 3GAL,36'HT 5' EVER. NATIVE
MC 324 MYRICA CERIFERA, WA
3. REFURBISH MULCH TWICE PER YEAR -SPRING AND FALL. DO NOT W ET BAY MAGNOLIA 8-10'HT, B&B 15' EVER. NATIVE MV 24 MAGNOLIA VIRGINIANA, S E ARY 200 DATE~28 FEBRU
EXCEED 2"OF MULCH AND COMPOST COMBINED AT ANY ONE TIME. URWOOD 8-10'HT, B&B 1 NA E • OA 42 OXYDENDRON ARBOREUM,SO 1ssuEO FoR~PERMIT / CONST.
N 8-10'HT, B&B 15 EVER. NATIVE PT 64 PINUS TAEDA, LOBLOLLY PI E
4. HANG WEED UNLESS WEED NUMBERS BECOME EXCESSIVE. TREAT EXCESSIVE THERN RED OAK 2.5"CAL,14`HT 20' NATIVE
MIX POLYPAVEMENT INTO THE TOP 2-3' of BROADLEAF WEEDS WITH AN APPLICATION OF 2,4-D AS DIRECTED ON PACKAGE. QF 19 QUERCUS FALCATA,SOU
SOIL AND COMPACT MIX AT A RATE OF TREAT EXCESSIVE WEED GRASS PROBLEMS WITH ROUNDUP OR LIKE COMPLETE 1 GAL./ 40 SF /2 INCHS OF DEPTH OR AS HERBICIDE. WILLOW OAK 2.5"CAL,14'HT 20' NATIVE aP 49 QUERCUS PHELLOS,
DIRECTED FOR THIS SITE BY THE MANUFACTURER ' P NK FLOWER CARPET ROSE 3GAL,24"HT 3' EVERGREEN RN 77 ROSA NOATRAUM, I
N R P ST INFESTATIONS CAN GO UNTREATED. EXCESSIVE INSECT 5.MI0 E A IS ROSEMARY 1GAL POT 2' EVERGREEN RO 64 ROSMARINUS OFFICIN L ,
AND GRUB INFESTATIONS NEED TO BE TREATED AS DIAGNOSED WITH ATA 'CLARA' CLARA INDIAN 3GAL,24"HT 3' EVERGREEN RU 125 RHAPHIOLEPSIS UMBELL ,
~ AN APPROPRIATE PESTICIDE. EXCESSIVE FUNGAL INFESTATIONS NEED
l ~ TO BE TREATED IN TWO TO THREE SUCESSIVE TREATMENTS OVER HAWTHORN
COMPACTED SUBGRADE A PERIOD OF TWO TO THREE WEEKS WITH AN APPROPRIATE FUNGICIDE. ' MERALD` EMERALD ARBORVITAE 3GAL,30"HT 3' EVERGREEN TO 19 THUJA OCCIDENTALIS E ,
' R UREA` RED VINCA PINT POT 18" EVERGREEN VM 452 VINCA MINOR ATROPU P c
NOTE: PATH TO BE PAYED WITH 'POLYPAVEMENT' 6. PRUNING / TRIMMING OF SHRUBS SHOULD BE DONE IN EARLY BY ECOPOLYMERS 1-800-782-0071 OR LIKE SPRING JUST PRIOR TO LEAFFING OUT. HEAD LIMBS WITH EXCESSIVE AKE CHESAPEAKE VIBURNUM 3GAL,36 HT 5 EVERGREEN VU 164 VIBURNUM UTILE CHESAPE ,
MATERIAL. CHECK WITH MANUEL FOR MORE HEIGHT -REMOVE LIMB BACK TO THE CROTCH IN THE MAIN STEM. D ~
COMPLETE SPECIFICATIONS
SEE ALSO MMM.pOlypavemen~oom DO NOT HEDGEI RACTOR'S CONVENIENCE ONLY AND ARE NOT GUARANTEED.
7. MOWING OF GRASS SHOULD BE DONE AS NEEDED. GENERALLY HYBRID PLANT COUNTS ARE FOR THE CONT
D D p BERMUDAGRASS SHOULD BE MOWN EVERY 7 DAYS AT A HEIGHT OF 1.5'. 0 e e
SEED MIX INDICATED ON THE PLAN -
8. SEED MIX AREAS SHALL BE MOWED ONCE PER YEAR IN THE • COMPOSED OF 38.0 LBS CORONILLA VARIA, CROWN VETCH, 15.7 86.25 LBS TOTAL MIX TO BE
LATE FALL AFTER THE GROUND COVER IN THE AREAS HAS GONE DORMANT. _ _ _ ~ .,.,~..r,w~+r. nn ~ ~ nn r'f-f'`TI If'`N f11/THIN uADr1 CLJCCD
LBS ERAGROSTiS CUKVULLA wttrlrvU wvtUnHba, ca 1 Lao rca i uur+ uv.ivn, "t-11 NLJ %-l IL-1--l
9. EVALUATE SOIL PH AND IRON LEVELS ANNUALLY. APPLY AMENDMENTS FESCUE, 28.7 LBS LOLIUM MULTIFLORUM. ANNUAL RYE, 2.8 LBS TRIFOLIUM REPENS, WHITE
AS NEEDED ACCORDING TO SOIL ANALYSIS. CLOVER, AND 2.8 LBS TRIFOLIUM HIRTUM, ROSE CLOVER. SEED TO BE SPREAD AT A RATE SHUT W rora Sxecn IN SET otaM en
OF 1.33 LBS PER 1000 SF.
@ Copyright 29M Rom/Dedcard Aroh?teots,PA Mailing Addresss P.O.Box 98044, Raleigh, North Carolina 27624-8044 Street Address 8320 Litohford Road Suite 114, Raleigh, North Carolina 27615 E-Maili mailarossd Meili awilm-ossdeokerderolnesota.oom Fext 919.875.9288 Phaw 919.873.0801 flo$$ Deckard Architects, PA

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BIORETENTION AREAS TO BE LOCATED AT 1 CONSTRUCTION OF THE (4) _
SHALL 81: IN ACCORDANCE WITH THE CRITERIA THE PIPE OUTFACES THE NCDENR STORMWATER MANAGEMENT ~ ~p
LISTED IN SECTION 4.0 OF GUIDANCE MANUAL. 3 ~ESSI ti.,
N t Q~ •
~ ~ / CONSIST OF A MINIMUM SEAL ~ TINGS FOR THE BIORETENTION AREA SHALL ~ _ , 2 PLAN IES OF SHRUBS AND 7466 t
W; SAO 3 EXISTING CURB ~ , pUt /4 pr ~ ~ ~ zv~ INLET,#1 ~ , THREE SPECIES OF TREE. AND THREE SPEC OF s s
DE A HERBACEOUS GROUND COVER. c~'GIN~ SHALL INCLU ~,0 9~
/ i D ~ ~ .s 3'52' ~ i ~ a$ \ Rlti Y ~D ~ RE SHALL DISCHARGE DIRECTL M.
ENC ~2qW ' Sx ~ _ ` ~ ' ROACHMENT 16 - r z~ S07 22 0 ~ ~ MODERN CONTINENTAL ENTERPRIS INC. N , 1 3 RIPRAP CHANNEL FOR OUTLET STRUCTU ~ 'HANNEL. RIPRAP SHALL BE PLACED AT v
. 50,35 ~ / TRACT A PEMBERLY SUBDI ION TO THE EXISTING DRAINAGE G ~ NK EROSION. ti OUTLET TO CHANNEL TO MINIMIZE BA
/ / , , ~ 2 / / T. M. - / Q
- 0 3 ~~3 4, 0T• _ _ _ PIN 18309307 , OT. ~ S00-40 56"W 159. ~ _ NAIL N POWER ~ NUI T.O.W.=336 , ~ ~ ~ ~ 9 46 ~ _ _ _ _ _ _ _ _ ZONING: CU Dl8 STONE MO NSTRUCTED IN ACCORDANCE WITH DETAIL 2 MENT 4 LEVEL SPREADERS SHALL BE CO iTONE MONU POSITION OF DEVICE SHALL BE
4 'Y - r , , E , 11 r "W~ _ _ _ , POLE EV-337.39 f~ I DES. . 3. , - r - - - ~ ~ i i , ~ DRI1~ SHOWN ON SHEET C-2.2. FINAL )RIVE 30 NON-DISTURBANCE ~ IN EXISTING GRADES AND DRAINAGE SWALE.
r ' , TRANS~oRMER , , Po ~ 41 - OZ£-- ~ ` , , , / ~ / _ COORDINATED IN FIELD BASED BUFFER
` N i T.B.M., ' - ' ~ _ = . ~ / , ' , ' ~ ~ ~ X36 ~ ~ LEVEL ---r- ~ ~'i'=;, ~i , ~ ~ ~ POND BUFFER. NO CLEARING/
~ ~ ~ ~ 4 ~ S00-36 40 50.92' OT L ' N9RIHERN ~ G,~ ~ - - ' ,29'9£ l ' ' ~ r- , _EVEL ' 20 LANDSCAPE ONLY LIMITED CLEARING IS PERMITTED IN 50 ' ' S ITHIN 30 FEET OF POND PERIMETER; RFAU~R #3 , BUFFER LAND DISTURBING ACTIVITY CAN OCCUR W
.O.W.-338.50 ~ - OLT ON~EiY NT _ 9~' . - ~ ~ - T SPECIFIC AREAS ~ AND EARTHWORK SHALL BE LIMITED TO THE , CLEARING
, ~ , ~ ~ SET A ` EV-314. / , , ~ p` ~ ~ , , 1 ,1 NOTED ON THE PLAN. _ _ T 1
/ iii 11
EXISTING YARD , k / ~ ~ / ~ - Z l ~ r N r ~ ~ ~ i ~ 1\ 1 ~
INLET 2 - - ~ ' ~ ~ ~ ~ ~ r w ~ r ' r r' r ' W w # ~ / ^ , r ~r N F 111 \~1, Z ~ ~1
SEE NOTE 0 , , r , o ~ _ 4. ~ ~ ~ 1 ~ dl \ Z
T.O.W.=340.50 ~ M M 1~.: XI3TING , - ~ , / ~ I ' r r r ~ , r ~ ~ f ~ ~ , ~ , , 16 - - ~ • - • a I , ' r N , ' , 1s ti ~ ~ N \ o & PROFFr1T,INC. ~ ~ ~ FENNER
~ , , , EXISTING CUR ~ ~ , , `~1 'r • ..i I I , r I r \ w ~ I / N Q G ENGINEERS gg~~ ~ , ~ • ~ , CONSUL'I'Iri
INLET 5 ~ , i ,gz1_ r , I N ~ ,~F , F - oo I r N , S 0 r i , i U - , \ ~ ~ ~ N\ ] Ot
T.O.W.=342 50 ~ I I; ° , w w ` o ~ ~ R ' \ ~ ~ ~ 1 ~ ~ °w ° ~ P.O. Box 1265
I ti~ NEW ' ~ cr ~ I 0-RETENTION ~ r ~ ~ , ' ~ ~ ~ ~ ~ ~ N I s Street .1 ~ ~ ~ 125 W. Barre
, , AREA #1 , , , + ~ ~ o ~ ° o - .27893 ~ o Nilson, N.C
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THESE I BY THE THESE PLANS HAVE BEEN APPROVED FOR CONSTRUCTION BY THE TOWN OF WAKE FOREST
PUBLIC 1. ALL EROSION CONTROL DEVICES SHALL BE PROPERLY MAINTAINED DURING ALL PUBLIC WORKS & UTILITIES DATE PHASES OF CONSTRUCTION ACTIVITIES AND ALL DISTURBED AREAS HAVE BEEN
STABILIZED. ADDITIONAL CONTROL DEVICES MAY BE REQUIRED DURING
CONSTRUCTION IN ORDER TO CONTROL EROSION AND/OR OFFSITE SEDIMENTATION.
m ~ ~ Sao 3j " EXISTING CURB p v 4 pT ~ ENGINES N IN tN P C' C~ yi E G EER G DE ARTMENT DATE 2. STABILIZATION MEAS R HA • ~
J INLET, # 1 ~ ~ U ES S LL BE INITIATED AS SOON AS PRACTICABLE IN ''•~l~ ~ PORTIONS OF THE SITE WHERE: CONSTRUCTION ACTIVITIES HAVE TEMPORARILY OR {~4E ,
~U~N ~ ~ ~ r , ~ , ~ ~ ~ PERMANENTLY CEASED, BUT IN NO CASE MORE THAN FIFTEEN (15) DAYS SEAL ?
t.s' FEN m S1 - ~ roD ~;Lt'~NG~OURN CE 3,g2, ry. ~ , ~ , ~ 1 _ ~ _ r \ FIRE PR FIRE PREVENTION DATE AFTER WORK HAS CEASED. ~ ; 7466
Eni 12 r sz ~ Rld~ ~ ~ CROACHMENT " W ~ ,F z a ~ ` ~ i • ' r'
IR 4 T: ~~6~,0 , S07-22 0 W ~ MODERN CONTINENTAL ENTERPRISES INC. N F S ~ I ~ 24 50,35 ~ ~ r ~ 1 o F~ciNE~~ 3. ALL SEDIMENT AND EROSION CONTROL DEVICES SHALL BE INSPECTED EVERY ••,q ~r
, ' ' -r o 3 - I ° r ~ ' TRACT A PEMBERLY SUBDIVISION r._" r ~ • (7) DAYS OR AFTER EACH RAINFALL OCCURRENCE THAT EXCEEDS ONE-HALF 'q ~ M. ~ > SUBDIVISION ADMINISTRATOR DATE gN~IN
_ f . << 1.O.W. 336 or _ _ PIN 1830930734 - r ! ; - ~ S00-40 56 W 159.~9'~ X3-4 `r NAI IN P W ` INCH. DAMAGED OR INEFFECTIVE DEVICES SHALL BE REPAIRED OR REPLACED
- ~41~',--------_ ZONING: CU R-8 L 0 ER _ I -STONE MONUMENT
~ - ` ~ ~ P 4"oT, '':341' ~ _ - _ POLE ELEV-337.39 , S ONE MON + , ~ TRANSFORMER , ~ - OZ~ - _ _ - - _ ~ ~ ~ ~ \ ~ , / ~ _ ~ I f _ _ ~ / / ~ 1 1 , ~ DR IVY DRIVE 4. CLEAR THE AREAS TO BE GRADED OF ALL VEGETATION. REMOVE ALL DEBRIS FROM SITE.
v ~ ~ T.B.M., ' ' / - ~ ~ , ~ ' / / / , 1 , . ,
_ r~ ! , NgRrtHERN FLAIVG,~ ~ 3 4 0 . - ~ , ~ ~ X36 , l .O.W.=338.50 ` ~ - ` °i ~ , - -'Z5'8~ L ^~L , ~ ~,,.~i x,00-36 40 50.92 ' ' ~ ' ~ ~ ~ ~ ~ 5. STRIP ANY TOPSOIL TO THE FULL DEPTH IN THE AR T ~ , EAS 0 BE GRADED ~ ~ AND STOCKPILED. REDISTRIBUTE TOPSOIL EVENLY OVER THE NEW LAWN
, \ ` \ , k -BOLT ON ~ ~iY,ORANT , ~ ' ~ ~ ~ ~w ~ ~ 9~i r i , 'r OT L ~ r I r ~ ~ ~ .9..~ > ~x ~ I ~ r ' " ' ' ' AREAS UPON THE COMPLETION OF CONSTRUCTION. ~ I ~3 O1',
f ~ REAR $~T A , c I 1 ~ / i ~ . r , r / 4~--- i ' ' - , , , , ~ ~ 6. PROTECT ALL TREES BEYOND THE LIMIT OF GRADING LINE FROM ANY
, i - / w r r - - . 't, / F~ , / w / EXISTING YARD ~ ~ r ~ f FT, r , , 6 , o i - - ' ~ ~ ` i GRADING OR EQUIPMENT DISTURBANCE.
, , ~ v ~ l ~ -Z~ r , ~ .i l q l l INLET 2 ~ , 1 _ - r r ~ n , r7 S , ~i , ~ i r - w' , r s~ W /
SEE 0 E r 4~ ~ ~ ~ / ~ / ~r ~ w , i ~ ' ~ 1 ' w 7. COMPACT ALL FILL AREAS TO A MAXIMUM D N AN M I T i i, fi o~, ~ E SITY D O S URE
.V.W.-340.50 ~ \ ~ N N i - €X-I~'TING , - ' r _ , i , / f l ' , r ~~A ~ , ~ ~ / O tb ti , ~ ~i ~,1 z CONTENT: WITHIN STRUCTURE AND PARKING AREAS 95% OF MAXIMUM ~ , ~ i' i ~ ' ` ~ ~ DRY DENSITY, WITHIN PLANTING AREA5 - 90% OF MAXIMUM DRY DENSITY.
„ISTING CUR ~ a 1 ~ , , ~ ~ ~ , ~ ! , ~ r , r M 1 i ~ p ' euubl~c 18 - ~ ~ I ` z REEFER TO SECTION SPEC O:?200 OF THE PROJECT MANUAL FORA ITI NA 'L ~ , N, { ) DD 0 L
NLET 5 ~ li ~ - 6~' .~I , I ~ ~ N ~ ` la ~ a ~ ~ AS NECESSARY.
00 ~ ~ ~ , f r~ ~ ~ ~ ~ ~L I /38R i _ ~ - r ~ n i i I „oo ~ v - ' - - ~ , , ! , \ F •4 ~ •330.6 i .O.W.-342 50 ~ ~ ~ r 1 \ /3ert i ~ ~ I ` Q °3306 ` N ` v 8. ALL BANK AN WA HA I FENNER & PROFFII'P,INC. _ ~ I ~ ~ ~ ~ S D S LESS l.L BE S DED WITH NO GREATER THAN A 2:1 SLOPE.
NEW I I + G'-' I I ' ~ ~ ~ N 1 ~ , r i , ~ ! , , b ~ cp 1 , v '~i ' ~ ~ ~ ; r ~ ~ ~ ~ ~ ~ CONSULTIIdG ENGINEERS
1 ~ \ ~I ~ w~ I 9. ALL GRADING MUST HAVE ADEQUATE SURFACE DRAINAGE SO THAT NO .I `I w N ~ STANDING WATER, PUDDLES, OR WET LAWN AREAS OCCUR. THE CONTRACTOR
O.W. 344.5 t;°:~ , ~ / 1 ~ ~ / v / v ~ I,,I + i ~'~~i I I ~ , ~ ~ 1 v ec / ~c , 0 ~ ~ ~ ~ SHALL CORRECT ALL SUCH AREAS. P.O. Box 1265
, / 1 lvp / ~ E ~ \ 1 1 1 ~ \ ~ o z 125 W. Barnes Street
NEW , + f' j - + SZl y~ ~ 1 , , 11 ~ ~ , ~ r , ~ ~ ~ c~ N ~ ~ - 10. SPOT ELEVATIONS ARE TO THE: FINISHED GRADE. W' ~ Q z Olson, N.C. 27893
1 ~i - ~ 1 ~ , , 0" ~I ono
~ ~ Nr / z , ~ ~ p0 ~v~, i w + ~ 1 , v I• , ~ ~ + N~ , / r N. ~ ~ Id, j m N ~ ~ t ~ ~ J 11. TOPOGRAPHIC INFORMATION IS BASED ON INFORMATION TAKEN FROM A SURVEY _ ~ + ~4' I,n z ENTIT "T P RAPHI 1 F 252 237 4136
i ~ ~ , 1 1 + ( 332 , ? T.O.W.=346' ~ I I i ~ ~ 1 \ , ~ 1 \ \ \ \ \ \ ( r ~ ~ - LED 0 OG C SURREY OR FORBES AVENUE, WAKE COUNTY, WAKE ~ ~ z ~ FOREST, NORTH CAROLINA" B'~ SITE DESIGN, INC. DATED NOVEMBER 01, 2001. ~ 252 237-4138 fax

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I„ , , ~ N # 1830'131318 , , , , , , . . , , , 24 AREH CULVERT CB #23 311.25 307.25 15" ISSUED FOR: Pern~IContructlon ( ) 0.64
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(D Copyright 2001 Ross/Deckard Architects, PA Mailing Address: P.O. Box 98044, Raleigh, North Carolina 27624-8044 Street Address: 8320 Litchford Road Suite 114, Raleigh, North Carolina 27615 E-Mail: rr Room DLA.&kwafArdy m PA 15 E -Mail: mail®rossdeckordarchitects.com Fax: [phone] Phone: [phone]

THESE THESE PLANS HAVE BEEN APPROVED FOR CONSTRUCTION
E!Y Th 81' THE TOWN OF WAKE FOREST
1. ALL EROSION CONTROL DEVICES SHALL BE PROPERLY MAINTAINED DURING ALL
PUBLI UTILITIES DATE PHASES OF CONSTRUCTION ACTIVITIES AND ALL DISTURBED AREAS HAVE BEEN PUBLIC WORKS & STABILIZED. ADDITIONAL CONTROL DEVICES MAY BE REQUIRED DURING
CONSTRUCTION IN ORDER TO CONTROL EROSION AND/OR OFFSITE SEDIMENTATION.
Cl0 - ~ ~ ~ y,
~ ~ ENGI~ m w 1p0 EXISTING CURB ~ ~ , T DATE 2. STABILIZATION MEASURES SHALL BE INITIATED AS SOON AS PRACTICABLE IN 0` g$j ~ ENGINEERING DEPARTMEN ' Of f~
off... 3/4 pr i \ ~ ~ PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITIES HAVE TEMPORARILY OR = ~ THAN FIFTEEN 15 DAYS ~ SEAL = PERMANENTLY CEASED, BUT IN NO CASE MORE ( )
zv~ INLET,#1 ; AFTER WORK HAS CEASED. ~ 7466 =
m S ~ ~ ~D \,L~INGt~OURN ~ FIRE FIRE PREVENTION DATE ; t s 0 F~ct~~ ~
1.9 FENCE J~$ ~ I ~ ~ IV ` I ? J2 ~ S= DR ~ ~ , NT AN EROSION CONTROL DEVICES SHALL BE INSPECTED EVERY ~tigL 3. ALL SEDIME D , M ~ o
ENCROACHMENT W r - r zD ` S07-2210 W ~ MODERN CONTINENTAL ENTERPRISES INC. N/F , I 7 DAYS OR AFTER EACH RAINFALL OCCURRENCE THAT EXCEEDS ONE-HALF ~~uam
. 50,35 ~ r M RLY SUBDIVISION ' ' • 24 , i TRACT A PE BE T.B.M. / - SUBO SUBDIVISION ADMINISTRATOR DATE INCH. DAMAGED OR INEFFECTIVE DEVICES SHALL BE REPAIRED OR REPLACED
~ 3 " IPO' a" T. ~ _ _ PIN 1830930734 / i.O.W.=336 , 4 or. I., S00-40 56"W 159. 9'~ SJ~ . _ _ NAIL IN POWER ; '
- - - - ~ _ 46 4 ~ - - - _ _ _ _ ZONING: CU R-8 STONE M( r I'"` ELEE.` 11 J W _ POLE ELEV=337.39 r -STONE MONUMENT 4. CLEAR THE AREAS TO BE GRADED OF ALL VEGETATION. REMOVE ALL DEBRIS FROM SITE.
I I . a" T •.3~41~ - Z~ - , , i I I DRIVE ~ r _ ~ TRAM~FORMER P 0 , - 0 _ _ _ \ ` ? t ( - fir. ` - \ ~ , , , I , , / ~ DRIVE
I t .,r ~ ~ , ~ - 9L4.' ~ I r r I w ~ , t i t v _ ~ ~ I r , r l ` 1 BUIIDI ~3 r T.B.M., , ~ ~ ~ ' ~ ~ r ~ 1 . ' ~ ' ' ~ ~ ~ ' ~ 5. STRIP ANY TOPSOIL TO THE FULL DEPTH IN THE AREAS TO BE GRADED
, \3 - r I S00~36'4 ' ~ '336 ~ NpRrtHERN fLA,~IG,~ ~ \ J a o . , - _ -Z5'8~ l ~ - ~ 0 50.92 OT ~ ~ ` \ i' ~ I I TRIBUTE TOPSOIL EVENLY OVER THE NEW LAWN . , + AND STOCKPILED. RED S ~ r~ ~ + , AREAS UPON THE COMPLETION OF CONSTRUCTION.
Q.O.W.-338.50 ~ - -BOLT ON ~~iY RANT , ~ ~ `.gam ~ , - 9 n~, I r ` ~ --T- - \ \ I'; ' ~ ~ ~ ' . / / " ~ I r OT. /ri ~ `
\ i ~ ~5 r s 2~ R~AR $~ET A ~ , ~ , , ~ + , 6. PROTECT ALL TREES BEYOND THE LIMIT OF GRADING LINE FROM ANY
- ~ ~ „ i ~ ~i ~ , ~ + GRADING OR EQUIPMENT DISTURBANCE.
t:XISTING YARD , ~ r ~ , , \ _ _Z l~ r ~ ,+v I , r1~, S r ~ I ,
~ v ~ 1 v ~ / , ~ , ~ , r ~ r Ey r r 1~q ~,y r , 1 r INI_FT ~2 ~ , ~ , ~ A ~ ~ r . , r • ~ w w ' ~ i. ~ ' ~ 7 OMPACT ALL FILL AREAS TO A MAXIMUM DENSITY AND MOISTURE ,o` ~ C , , ~ CONTENT: WITHIN STRUCTURE AND PARKING AREAS - 95% OF MAXIMUM
SEE NOTE ~ ~ 0 I, , r ti I i z DRY DENSITY WITHIN PLANTING AREAS - 90% OF MAXIMUM DRY DENSITY.
~ - EX-I~TING , - ~ ~ ,1 r + , r r >9A - ~ _ .O.W.=340.50 ~ ~ N N ' I": ' 1^ ' ~ ~ ~ _ r ~ , r ~ , 1 , ~ I N P C 02200 OF THE PROJECT MANUAL FOR ADDITIONAL - ~ z REEFER TO SECT 0 {S E )
' ' O AS NECESSARY. euubl~c fe , I ~ ~ ~ + Q FENNER & PROFFIIT,INC.
EXISTING CUR ~ 1 t r ,':;l I, ~',C,- ~I I I I I r N - \ ~ I , ~ ~n I ~ I f - , 6 , ~ I M , r \ \ ~ ~ =330.6 =3~os' , I N + iJ 8. ALL BANKS AND SWALES SHALL BE SIDED WITH NO GREATER THAN A 2: i SLOPE.
IIJLET #5 co ~ ~ I I I o• ~tl_ r I ~ N , v s ~ F , - .,.W= 4250 ~ ` ~ I' "~c~,l~ "I ~~r www r o ~ 1 ~ \s• o r k,U, 3 d' co 1 0 / v N 1 / \ - ~ , , ~ ~ ~ ~ ~ ~ CONSULTING ENGINEERS
NEW t i , r , ` - , 1 r , n 9 1 i r~ I 11\ N CY t ,1 ~ / ~ r rn 1 1 \ \ r ' ~ ` : ~ I ~ ` ~ ~ °p AINAGE SO THAT NO ~ ~ c-' ~ ~ I 9. ALL GRADING MUST HAVE ADEQUATE SURFACE DR i ~ .I ~ ~ cv ~ STANDING WATER, PUDDLES, UR WET LAWN AREAS OCCUR. THE CONTRACTOR P.O. Box 1265
4 , ' 1 ~ 1, ~ r ~ +n r r r r ec ~ ~ ~ 0 ~ ~ ~ O p , , SHALL CORRECT ALL SUCH AREAS. K ernes Street
-f _ t E ~ ° I ~ , v , 1 O.W.-344.5b~ ~ ~'-I I , , ~ , 125 . B ~ tip" ~ ~ ~ p r~ C7
o - ~ ~ 00 Z ATIONS ARE TO THE FINISHED GRADE. Wl)SOII, N.C. 27893 I ~ N~ Q ~ z 10. SPOT ELEV
NEW , f,::: ~ ' _ i \ 6Zl ti ~ ''r A 0 ~ , , ~ + ~ Y \ tN , a ~ , , ~ ~ I' ~I OHO ~ ~ ~ r r Id, ~ m N 11. TOPOGRAPHIC INFORMATION IS BASED ON INFORMATION TAKEN FROM A SURVEY
, , ~ , , ~ POND , \ , ~ ~ ~ r 252) 237-4136 "N ~ ~ ,41 Ic06n ~ ~ z "T POGRAPHIC SURVEY FOR FORBES AVENUE, WAKE COUNTY, WAKE _ ENTITLED o " 252 237-4136 fax
~ , 2 I. ~ , r { r , ~ z FOREST, NORTH CAROLINA BY SITE DESIGN, INC. DATED NOVEMBER 01, 2001.
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r S ~ ~ I r' ~ _ \ MARK TOP ELEV. INVERT REMARKS D.A. (AC)
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+ i co I + , , \ _ \ / µ . ~ r, ~ 00 o T:O.W,--•~ ~ 1 1 ~ \ 1 t ~ cn ~ ~ + ~ CI 6 319.95 309.26 18 EXISTING TO REMAIN 0,15 I '
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t X71 + , - - - ~ ' ~ _ r Q ' B 1 r ~ r6 AD E?~T~ nlCl / NEW 'y ~ ~ ~ ~ ~ 1 1 ~ v ,ri ? l - ' , ' + 5 16 September 2002
/ ~ ~ , I, ~ OUTFACE - 308.50 RIPRAP ~ F.E.S. ~ 1 ~ , ~ ~ , Town of Welts Fond CamMr>fa
w _ ~ $ ~ ~ ~ CB #17 318.00 312.00 (18'~ 0.28 4 15 2002
~ N , ~ N ~ ' ~ / ~ r - , ODD 1 1 1 1 , 1 1 ` ` 1r \ \ ~ ~ \ \ ~ ` ` . ~ - -...y... .
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1-4 i `-f J . , --".^T" _ i ~s ~ ~ 1- O I I I 111\\ \ ` ` \ \ \ \ \ \ \ \ \ ~ ` ~ ~ ~ ` ' _ 2 is,xn.2oo2 y + _ - OUTFACE 315.00 RIPRAP ®F.E.S.
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~ ~ i S z ~ ~ , 1 , I 1 I I I I J ~ ~ ~ ~ ~ v ~ ~ ` i 3 ~ - - ANGL_EA CAVENESS rWEISSKOP~ N FI ' ' ' ' ~ ,I ' ' ; ' ' ~ ~ ISSUED FOR: PN'ill~/CCIIa~fUCtlOfI
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Rom Decksrd AI-"vc PA 27615 E-Mail. mail®rossdeckardarchitects.com fax: [phone] Phone: [phone]
Mailing Address: P.O. Box 98044, Raleigh, North Carolina 27624-8044 Street Address: 8320 Litchford Road Suite 114, Raleigh, North Carolina 27615 E-Mal QCopyright 2001 Ross/Deckord Architects, PA

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. 125 W. Barnes Street 50 0 50 100
Wilson, N.C. 27893
1 100' vErsricu. cum so' vc~ricu cursv~ (>N i~~r) 252 237-4138
200' v~rncAi cum goo' curry 1 C1 SCALE : 1 =50 ~na37A 31+50 r»n-srA 34+55 PVI-STa 38+15 i inch = 50 ft. o
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Lakeview at Pember 320
320 -
Wake Forest,
. - North Carolina
315 - 315
310
31C - 0521
305
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AeYI1ld 8awaf QOf1fMCQOna
- - ~ 3 ~ January 2003
Town d Wale Fawt Camrnb
295 295 2 15 AaQu~t 2002
Town d Wake Foxed (A811~
_ _ _ ~ ~ Jty? 2002
290
290 _ DATE: IB i~lar'ch 2002
ISSUED FOR: P~t111~CCrIabllCtlOr1
- - 285
2tl5 - _ - - - - -
280
280 _ _ _ _ _ -
Proposed Road Plan
and Proflee - .
215 Mi Road El(tenelon
275 -
_ _ - . . _ :w u M
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SCALE 2 NOTE_ MAINTAIN 10' MIN. HORIZONTAL SEPARATION
PROPOSED ROAD-PROFILE NOTE HORIZONTAL: 1 =50 BETWEEN WATER AND SEWER LINES. VTOTAL - a°""""r:~s %;M IN SET - CHECKW BY. CMf
VERTICAL: 1 5' 10C1 SCALE :.AS NOTED
All 16i"51,116 6Y366i*
Avoy,
Rom LkmawdArahiac PA ?7615 E-Mail: mail®rossdeckardarchitects.com fax: [phone] Phone: [phone]
(D Copyright 2001 Rare/Deckord Architects, PA Mailing Address: P.O. Box 98044, Raleigh, North Carolina 27624-8044 Street Address: 8320 Litchford Road Suite 114, Raleigh, North Carolina 27615 E-Mail