20061855 Ver 2_401 Application_20070407

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? ? ? Kimley-Horn
and Associates, Inc.
April 19, 2007
303d oL.-'gss v?-
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North Carolina Department of Environment and Natural Resources suite 300
Division of Water Quality 4651 Charlotte Park Drive
Attn: Cyndi Karoly Charlotte, North Carolina
2321 Crabtree Blvd., Suite 250 28217
Raleigh, NC 27604
Re: Wal-Mart Store No. 4447-00 Raleigh SE
NWP # 39 Application Submittal
Raleigh, Wake County, North Carolina
Dear Ms. Karoly:
Enclosed for your review is a copy of a Section 404 Pre-Construction Notification
pursuant to Nationwide Permit #39 for the above reference project. A copy of this
information was submitted to the US Army Corp of Engineers to Jamie Shern's
attention and 404 permit approval was received on January 16, 2007. The following
information is included as part of the application submittal:
• PCN Form and Attachments (5)
• Full Size Plan Sets (5)
• Stormwater Management Plans (5)
• Application Fee (1)
If there is any additional information you need or any way we can assist in
expediting the processing of this application, please do not hesitate to contact me at
[phone].
Very truly yours,
Kimley-Horn and Associates, Inc.
Custin Watts, PE
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TEL [phone]
FAX [phone]
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APR 2 6 2007
O'ElYR
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Office Use Only: Form Version March 05
USACE Action ID No. DWQ No. Q t o - I S S S V2,
(If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A".)
1. Processing `303
1. Check all of the approval(s) requested for this project:
® Section 404 Permit ® Riparian or Watershed Buffer Rules
? Section 10 Permit ? Isolated Wetland Permit from DWQ
® 401 Water Quality Certification ? Express 401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested: Nationwide 39 (Verified)
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 Ecosystem Enhancement Program (NCEEP) is proposed
for mitigation of impacts, attach the acceptance letter from NCEEP, 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 Manag enL &e ?Wg
Environmental Concern (see the top of page 2 for further details), check here: 0
II. Applicant Information Arr 2 6 2007
Owner/Applicant Information OEigR - WATER QUALITY
Name: Wal-Mart Real Estate Business Trust (J. Chris CallawaygT'A?RBRANCH
Mailing Address: 2001 SE I01h Street
Bentonville, AR 72716-0550
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: Tommy Cousins
Company Affiliation: Kimley-Horn and Associates
Mailing Address: 4651 Charlotte Park Drive, Suite 300
Charlotte NC, 28217
Telephone Number: [phone] Fax Number: [phone]
E-mail Address: Tommy. Cousins&Kimley-Horn.com
Updated 11/1/2005
Page 1 of 9
y
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: Wal-Mart Store 4447-00 Raleigh SE
2. T.I.P. Project Number or State Project Number (NCDOT Only): Not a DOT project
3. Property Identification Number (Tax PIN):_1722361963 and 1722373788
4. Location
County: Wake Nearest Town: Raleigh
Subdivision name (include phase/lot number): N/A
Directions to site (include road numbers/names, landmarks, etc.): From Raleigh, take I-40
to Rock Quarry Road. Site is located at the corner of Rock Quarry Road and Sunnvbrook
Site coordinates (For linear projects, such as a road or utility line, attach a sheet that
separately lists the coordinates for each crossing of a distinct waterbody.)
Decimal Degrees (6 digits minimum): 35.7484 ON 78.5846 °W
6. Property size (acres): 32.6
7. Name of nearest receiving body of water: Walnut Creek (D)YQ Index 27-34-(4), Class C
NSW)
8. River Basin: Neuse NEU2)
(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: Site currently is approximately 50 percent wooded and 50
percent open field.
Updated 11/1/2005
Page 2 of 9
10. Describe the overall project in detail, including the type of equipment to be used: Typical
earthmoving equipment for site preparation and construction will be utilized to develop the
11. Explain the purpose of the proposed work: The purpose of the project is to construct a
commercial retail center at the intersection of Sunnybrook Road and Rock Quarry Road.
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.
A jurisdictional determination (Action ID 200620745) was obtained on April 20, 2006. An
Authorization to impacts 0.2 acres of wetlands and 37 feet of stream was issued by the USACE
on January 16, 2007 Action ID No. SAW 200620745. A Neuse buffer determination was
performed on November 13, 2000 and was assigned a reference number of NBRRO 00-285 (no
expiration date). The jurisdictional determination map and stream origin determinations are
attached. Other than the above, no permits have been requested or obtained for this site.
V. Future Project Plans
Are any future permit requests anticipated for this project? If so, describe the anticipated work,
and provide justification for the exclusion of this work from the current application.
No future permit requests are anticipated. Site will be built out.
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. Each impact must be
listed separately in the tables below (e.g., culvert installation should be listed separately from
riprap dissipater pads). Be sure to indicate if an impact is temporary. All proposed impacts,
permanent and temporary, must be listed, and must be labeled and clearly identifiable on an
accompanying site plan. All wetlands and waters, and all streams (intermittent and perennial)
should 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
Updated 11/1/2005
Page 3 of 9
wetland or stream mitigation, list and describe the impact in Section VIII below. If additional
space is needed for listing or description, please attach a separate sheet.
1. Provide a written description of the proposed impacts:
0.20 acres of wetland and 37 linear feet of intermittent unbuffered stream channel will be filled
to locate the building.
2. Individually list wetland impacts. Types of 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.
Wetland Impact Type of Wetland Located within Distance to Area of
Site Number Type of Impact (e.g., forested, marsh, 100-year Nearest Impact
(indicate on map) herbaceous, bog, etc.) Floodplain Stream (acres)
(yes/no) (linear feet)
1 Fill Forested No 0 0.18
2 Fill Forested No 300 0.02

Total Wetland Impact (acres) 0.20
3. List the total acreage (estimated) of all existing wetlands on the property: 0.20
4. Individually list all intermittent and perennial stream impacts. Be sure to identify temporary
impacts. Stream impacts include, but are not limited to placement of fill or culverts, dam
construction, flooding, relocation, stabilization activities (e.g., cement walls, rip-rap, crib
walls, 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. To calculate acreage, multiply length X width, then divide by 43,560.
Stream Impact
Number
(indicate on map)
Stream Name
Type of Impact
IntermPerennial t9
ittent. Average
Stream Width
Before Impact Impact
Length
(linear feet) Area of
Impact
(acres)
I UT to Walnut
Creek Fill Intermittent 2' 37 0.002

Total Stream Impact (by length and acreage) 37 0.002
5. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.). Open water impacts include, but are not limited to
fill, excavation, dredging, flooding, drainage, bulkheads, etc.
Open Water Impact Name of Waterbody Type of Waterbody Area of
Site Number (if applicable) Type of Impact (lake, pond, estuary, sound, bay, Impact
(indicate on ma) ocean, etc.) (acres)
No Impacts

Updated 11/1/2005
Page 4 of 9
Total Open Water Impact (acres) 0
6. List the cumulative impact to all Waters of the U.S. resulting from the project:
Stream Impact (acres): 0.002
Wetland Impact (acres): 0.20
Open Water Impact (acres): 0
Total Impact to Waters of the U.S. (acres) 0
Total Stream Impact (linear feet): 37
7. Isolated Waters
Do any isolated waters exist on the property? ? Yes ® No
Describe all impacts to isolated waters, and include the type of water (wetland or stream) and
the size of the proposed impact (acres or linear feet). Please note that this section only
applies to waters that have specifically been determined to be isolated by the USACE.
8. Pond Creation
If construction of a pond is proposed, associated wetland and stream impacts should be
included above in the wetland and stream impact sections. Also, the proposed pond should
be described here and illustrated on any maps included with this application.
Pond to be created in (check all that apply): ® uplands ? stream ? wetlands
Describe the method of construction (e.g., dam/embankment, excavation, installation of
draw-down valve or spillway, etc.): see attached plans
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.): see attached plans
Current land use in the vicinity of the pond: see attached plans
Size of watershed draining to pond: see attached plan Expected
pond surface area: see attached plans
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.
Wetland Imnact #1 is a relativelv linear feature that extends out into the middle of the site
and in order to make the site feasible, this impact was unavoidable. The stream that forms from
this wetland and its associated buffer were completely avoided to keep impacts as low as
possible and still make the site work economically and to accommodate required number of
parking spots. Retaining walls were designed to further avoid and minimize impacts to
jurisdictional streams and wetlands on the site as well as to keep fill slopes from impacting any
Neuse Buffer areas.
Updated 11/1/2005
Page 5 of 9
VIII. Mitigation
DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC
Division of Water Quality for projects involving greater than or equal to one acre of impacts to
freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams.
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on January 15, 2002, 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 NCEEP 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/stringide.html.
Provide a brief description of the proposed mitigation plan. The description should provide
as much information as possible, including, but not limited to: site location (attach directions
and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet)
of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view,
preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a
description of the current site conditions and proposed method of construction. Please attach
a separate sheet if more space is needed.
The USACE will require wetland mitigation at a 2:1 ratio and will not require stream
mitigation for the impact to 37 linear feet of stream(see attached approved 404 permit). A
payment will be made to the Ecosystem Enhancement Program's In-Lieu Fee Program
perform restoration of 0.40 acres of non-riparian wetland.
2. Mitigation may also be made by payment into the North Carolina Ecosystem Enhancement
Program (NCEEP). Please note it is the applicant's responsibility to contact the NCEEP at
[phone] to determine availability, and written approval from the NCEEP indicating
that they are will to accept payment for the mitigation must be attached to this form. For
additional information regarding the application process for the NCEEP, check the NCEEP
website at http://h2o.enr.state.nc.us/wrp/index.htm. If use of the NCEEP is proposed, please
check the appropriate box on page five and provide the following information:
Updated 11/1/2005
Page 6 of 9
Amount of stream mitigation requested (linear feet): 0
Amount of buffer mitigation requested (square feet): 0
Amount of Riparian wetland mitigation requested (acres): 0
Amount of Non-riparian wetland mitigation requested (acres): 0.40
Amount of Coastal wetland mitigation requested (acres): 0
IX.
X.
Environmental Documentation (required by DWQ)
1. Does the project involve an expenditure of public (federal/state/local) funds or the use of
public (federal/state) land? Yes ? No
2. 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 ?
3. 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 ?
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.
1. Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Neuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 02B .0243 (Catawba) 15A NCAC
2B .0250 (Randleman Rules and Water Supply Buffer Requirements), or other (please
identify )? Yes ? No
2. If "yes", identify the square feet and acreage of impact to each zone of the riparian buffers.
If buffer mitigation is required calculate the required amount of mitigation by applying the
buffer multipliers.
Zone* Impact
I (square feet
2
Total
* Zone 1 extends out 30 feet perpendict
additional 20 feet from the edge of Zone 1.
Updated 11/1/2005
Multiplier
3 (2 for Catawba)
1.5
lar from the top of the near l
Page 7 of 9
Required
Zone 2 extends an
3. If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e.,
Donation of Property, Riparian Buffer Restoration / Enhancement, or Payment into the
Riparian Buffer Restoration Fund). Please attach all appropriate information as identified
within 15A NCAC 213.0242 or.0244, or.0260.
XI. Stormwater (required by DWQ)
Describe impervious acreage (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. If percent impervious surface exceeds 20%, please provide calculations
demonstrating total proposed impervious level. An extended detention stormwater wetland is
proposed to treat runoff from the proposed impervious areas. See attached stormwater calculations
and plans.
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.
Sewage will be discharged into Raleigh's municipal sewage system.
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. Cumulative Impacts (required by DWQ)
Will this project (based on past and reasonably anticipated future impacts) result in additional
development, which could impact nearby downstream water quality? Yes ? No
If yes, please submit a qualitative or quantitative cumulative impact analysis in accordance with
the most recent North Carolina Division of Water Quality policy posted on our website at
http://h2o.enr.state.nc.us/ncwetlands. If no, please provide a short narrative description:
No future development will be done on this site, since site will be built out. Surrounding parcels
are currently developed including adjacent Walnut Creek amphitheater. No roadways are being
extended or widened as part of this project.
XV. 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).
Updated 11/1/2005
Page 8 of 9
(_v?
John E. Clarks -/,?, _ 0 ?7
A is Sipata Date
is valid only if an au rization letter from the applicant is provided )
Updated 1 IM M5
Page 9 of 9
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DWQ Stream Forms
o?O-VgSS v2
North Carolina Division of Water Quality - Stream Identification Form; Version 3.1
Date: Project: Sunr? b,,,vk. 1?/a j• titude:
Evaluator: Site: ,s-(ii,* .Fob Longitude:
Total Points: Other
Stream is at least intermittent County: Wake e.g. Quad Name'
if 2:19 or perennial if 2:30 .
A. Geomorphology Subtotai = /'('7 Absent Weak Mod rate Strong
1°. Continuous bed and bank 0 1 3
2. Sinuosity 0 1 2 3
3. In-channel structure: riffle-pool sequence 0 1 3
4. Soil texture or stream substrate sorting 0 1 2 3
5. Activelrelic floodplain 0 1 'M 3
6. Depositional bars or benches 0. 1 2 3
7. Braided channel 0 2 3
8. Recent alluvial deposits 0 1 3
98 Natural levees 0 1 3
10. Headcuts 0 1 2 3
11. Grade controls 0 0, 1 1.5
12. Natural valley or drains eway 0 0.5 1 1.5
13. Second or greater order channel on existing
USGS or NRCS map or other documented
evidence.
No = 0
Yes = 3
Man-made ditches are not rated; see discussions in manual
R 4lurlrninnu /Cnhfnfol = I 1
14. Groundwater flow/discharge 0 1 2 3
15. Water in channel and > 48 hrs since rain, or
Water in channel -- d or growing season 0 1 2 3
16. Leaflitter 1.5 1 0. 0
17. Sediment on plants or debris 0 1 15
18. Organic debris lines or piles (Wrack lines] 0 0. 1 1.5
19. Hydric soils (redoximorphic features) present? No = 0 es = 1.
r Rinlnnv (Suhtnfal. In 1
20b, Fibrous roots in channel 3 2 1 0
21 . Rooted plants in channel 3 2 1 0
22. Crayfish 0 0.5 1 1.5
23. Bivalves 0 1 2 3
24. Fish 0.5 1 1.5
25. Amphibians 0.5 1 1.5
26. Macrobenthos (note diversity and abundance) 0.5 1 1.5
27. Filamentous algae; periphyton 0 1 2 3
28. Iron oxidizi bacteria/fun us. 0 0.5 1
f9_7 Wetland plants in streambed FAC ="0.5; FACW = 0.75; OBL =1.5 SAV = 2.0; er = 0
- items 20 and 21 focus on the presence of upiand plants, item 29 focuses on the presence or aquatic or wetiano plants.
Sketch:
Notes: (use back side of this form for additional notes.)

North Carolina Division of Water Quality - Stream Identification Form; Version 3.1
Date: Project: x ?rbek "( M.+ Latitude:
Longitude:
Evaluator: L Site: 2-
Total Points: Other
Stream Is at least intermittent 2y 6 5 County: WA e.g. Quad Name'
if Z 19 or perennial if >_ 30
A. Geomorphology Subtotal = ?Z 5 ) Absent Weak Moderate Strong
1a. Continuous bed and bank 0 2 3
2. Sinuosity 0 1 2 3
3, in-channel structure: riffle-pool sequence 0 1 2 3
4. Soil texture or stream substrate sorting 0 1 2 3
5. Activeirelic floodplain 0 1 2 3
6. Depositional bars or benches 0 1 2 3
7. Braided channel 1 2 3
8. Recent alluvial deposits 0 1 2 3
9 a Natural levees 0 1 2 3
10. Headcuts 0 2 3
11. Grade controls 0 1.5
12. Natural valley or drainageway 0 0.5 1 1.5
13. Second or greater order channel on existing
USGS or NRCS map or other documented
evidence.
No = 0
Yes= 3
Man•maae astcnes are not ratea; see-aiiscussions in manual
R_ Hvdroloov (Subtotal = -! 1
14. Groundwater flow/discharge 0 1 2 3
15. Water in channel and > 48 hrs since rain, grr
Water in channel - d or growing season 0 1 3
16. Leaflitter 1.5 1 0
17. Sediment on plants or debris 0 0. 1 1.5
18. Organic debris lines or piles (Wrack lines) 0 .5 1 1.5
19. Hydric soils (redoximorphic features) present? No = 0 Yes = 1.5
C. Bioloav (Subtotal = 5 )
20 . Fibrous roots in channel 3 2 1 0
21 . Rooted plants in channel 3 2 1 0
22. Crayfish 0.5 1 1.5
23. Bivalves 1 2 3
24. Fish 0.5 1 1.5
25. Amphibians 0.5 1 1.5
26. Macrobenthos (note diversity and abundance) 0.5 1 1.5
27. Filamentous algae; periph on 1 2 3
28. Iron oxidizing bacteria/fun us. 0.5 1 1.5
29 . Wetland plants in streambed FAC. = 0.5 FACW = 0.75; 0131- = 1.5 SAV = 2.0; Ot r = 0
Notes: (use back side of this form for additional notes.)
"Items 20 and 21 focus on the presence of upland plants, Item 29 focuses on the presence of aquatic or wetland plants. ?-?
Sketch:
U.S. ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Action ID. SAW-2006-20745 County: Wake USGS Quad: Garner/Raleigh E
GENERAL PERMIT (REGIONAL AND NATIONWIDE) VERIFICATION
Property Owner /
Authorized Agent: Romans Land Development/ Todd Tugwell, Kimley-Horn and Associates
Address: Attn: Michelle Leach Harner
10ON Coslett Court
Cary, NC 27513
Telephone No.: 910 457-0777
Size and location of property (water body, road name/number, town, etc.): The site is located in the northeast
quadrant of Rock Ouarry and Sunnvbrook Roads in_Raleiah, Wake County, North Carolina and is
identified as Wal-Mart Store 4447-00 Raleigh SE. Aquatic features on site drain to Walnut Creek in the
Neuse River Basin.
Description of projects area and activity: This permit verification allows for permanent impacts to 0.20-
acre of wetlands, and 37 linear feet of streams lacking important aquatic functions. Mitigation is
required for the permanent impacts to wetlands but not for streams lacking important aquatic functions
(see Permit Condition below).
Applicable Law: ® Section 404 (Clean Water Act, 33 USC 1344)
? Section 10 (Rivers and Harbors Act, 33 USC 403)
Authorization: Regional General Permit Number:
Nationwide Permit Number: 39
Your work is authorized by the above referenced permit provided it is accomplished in strict accordance
with the attached conditions and your submitted plans. Any violation of the attached conditions or deviation
from your submitted plans may subject the permittee to a stop work order, a restoration order and/or appropriate
legal action.
This verification is valid until the NWP is modified, reissued, or revoked. All of the existing NWPs are
scheduled to be modified, reissued, or revoked prior to March 18, 2007. It is incumbent upon you to remain
informed of changes to the NWPs. We will issue a public notice when the NWPs are reissued. Furthermore, if
you commence or are under contract to commence this activity before the date that the relevant nationwide
permit is modified or revoked, you will have twelve (12) months from the date of the modification or revocation
of the NWP to complete the activity under the present terms and conditions of this nationwide permit. If, prior
to the expiration date identified below, the nationwide permit authorization is reissued and/or modified, this
verification will remain valid until the expiration date identified below, provided it complies with all new and/or
modified terms and conditions. The District Engineer may, at any time, exercise his discretionary authority to
modify, suspend, or revoke a case specific activity's authorization under any NWP.
Activities subject to Section 404 (as indicated above) may also require an individual Section 401 Water
Quality Certification. You should contact the NC Division of Water Quality (telephone [phone]) to
determine Section 401 requirements.
For activities occurring within the twenty coastal counties subject to regulation under the Coastal Area
Management Act (CAMA), prior to beginning work you must contact the N.C. Division of Coastal
Management.
Page 1 of 3
This Department of the Army verification does not relieve the permittee of the responsibility to obtain any
other required Federal, State or local approvals/permits. .
If there are any questions regarding this verification, any of the conditions of the Permit, or the Corps of
Engineers regulatory program, please contact Jamie Shern [phone] ext 31.
Permit Condition:
In order to compensate for impacts to 0.20-acre of non-riparian wetlands the permittee shall make
payment to the North Carolina Ecosystem Enhancement Program (NC EEP) in the amount
determined by the NC EEP, sufficient to perform the restoration of 0.40-acre of non-riparian er-
-riva wetlands in the Neuse River Basin, Cataloging Unit 03020201.
Construction within jurisdictional areas on the property shall begin only after the permittee has made full
payment to the NC EEP and provided a copy of the payment documentation to the Corps, and the NC EEP has
provided written confirmation to the Corps that it agrees to accept responsibility for the mitigation work
required, in compliance with the MOU between the North Carolina Department of Environment and Natural
Resources and the United States Army Corps of Engineers, Wilmington District, dated November 4, 1998.
"Note: Habitat type may be described as found in Schafale and Weakley, Classification of the Natural
Communities of North Carolina, Third Approximation, 1990; or in accordance with Cowardin, et al (1979),
Classification of Wetlands and Deepwater Habitats of the of the United States.
Corps Regulatory Official: h,-
Date: January 16, 2007
Expiration Date of Verification. arch 18, 2007
Page 2 of 3
EEP In-Lieu Fee Acceptance Letter
11-15-'06 08:41 FROM-DENR EEP 9197152001 T-378 P02/02 U-951
&Aem
meDt
PROGRAM
November 14, 2006
Michelle beach Harper
Romans Land Development Company
110 C. Coslon Ct.
Cary. NC ,27513
Project: Wal-Mart Store 4447-00 Raleigh SE
County: Wake
The purpose of this letter is to notify you that the North; Carolina Ecosystem Enhancement Program (NC EEP) is willing to
accept payment for impacts associated with the above referonced project. Please note that this decision does not assure that
the payment will be approved by the permit issuing agencies as mitigation for project impacts.- It is tho responsibility of the
applicant to contact these -agencies to determine if payment to the NC EEP will be approved.
This acceptance is valid for six months from the date of this letter. If we have not received a copy of the issued 404
PCrmit/401 Cerdncadon within this time frame, this acceptance Will expire, It is the applicant's responsibility to send
copies of the 400401/CAMA permits to NC EBP. Once NC BEP receives a copy of the 404 Permit and/or the 401
Certification an invoice will be issued and payment must be made,
Based on the information supplied by you the impacts that may require compensatory mitigation are summarized in the
following table.
River Basin Wetlands Stream Buffer Buffor
Cataloging' (Acres) (Linear Feet) Zone 1 Zone 2
Unit (Sq. Ft.) (Sq. R.)
Riparian Non-Riparian Coastal Marsh Cold Cool Warns
Neuse 097 0 0 0 0 180 12,461 9,041
03020201
Upon receipt of payment, REP will tape responsibility for providing tho compensatory mitigation for the permitted impacts
up to a 2:1 mitigation-to4tnpact ratio, (buffers, pone 1 at a 3:1 ratio and Zone 2 at a 1.5:1 ratio). The type and amount of the
compensatory mitigation will be as specified in the Section 404 Permit and/or 401 Water Quality Certification, and/or
CAMA Permit. The mitigation will be performed in accordance with the Memorandum of Understanding between the N. C.
Department of Environment mid Natural Resources and the U. S. Army Corps of Engineers dated November 4, 1998.
If you have any questions or need additional information, please contact Kelly Williams at [phone].
Sincerely,
am D. (Gilmore, PE
Director
cc: Cyndi Karoly, WeSands/401 Unit
Monte Matthews, USACB-Raleigh
Eric Kulz, DWQ-Raleigh
File
es ori. ... ... Prot our Jitat&

North Carolina Ecosystem Enhancement Program, 1652 Mail Service Center, Raleigh, NC 27699.16W / 975-715-0476 / www.nceep_net
Neuse Buffer Rules Determination Letter
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
RALEIGH REGIONAL OFFICE
DIVISION OF WATER QUALITY
November 16?
Mr. Todd Preuninger
S&EC,Inc.
11010 Raven Ridge Road
Raleigh, NC 27614
f ' NOV 2 01?iUQ
;f
v
Subject: Neuse River Basin
Riparian Buffer Rules
NBRRO 00-285
Rock Quarry Rd / Sunnybrook Rd Project
Wake County
Dear Mr. Preuninger:
On November 13, 2000, I conducted a site visit ofthe feature involved in the above
referenced project. It was determined as a result of the site visit that the water channel
present on the property is subject to the Neuse River Basin: Nutrient Sensitive Waters
Management Strategy; Protection and Maintenance of Existing Riparian Areas,
Administrative Code T15A:02B.0233 (NCAC 0233). The subject water channel and the
approximate start of the reuse buffer are indicated on the attached map. The channel is an
unnamed tributary of Walnut Creek.
This office has assigned the reference number of NBRRO 00-285 to this project.
Thank you for your attention to this matter and if this Office can be of any assistance or if
you have any additional questions concerning this letter, please do not hesitate to contact
me at 5714700 ext. 237.
cc: John Dorney, DWQ
\neusbuf leMbr00285.1et
SEnvironmental Specialist
MAILING AOOREEE: IGZS MAIL SERVICE CENTER, RALEIGH, NORTH CAROLINA 27666-1626
LOCATIONL 3600 9ARRETT DRIVE, SUITE 101• RALEIGH, NC 27609
PHON61119-1171-1700 FAX 9III-X71-4710
AN EOVAL OPPORTUNITY / AFFIRMATIVE ACTION EMPLOYER - E0% RRCTCLEO/IO% POET-CONEUNER PAMR
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Maps end dotabeea are pbft %fornotion su psad
by various governnrnt agenda. The author and/ar MapVU E Fl re-3
safer of the software program are in no way
reepondble or fable for the infermetion depicted
hwokL kw*;ee eaeeerning the date Should be 0 135 270 405 54 OCT A
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0 D 2000
directed to tM eWopriote governrlent aqe my. Scats M Feet
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Figure 2 - son St" sib vMnity
Rock fliarryr Rd 4lw *"baaok Rd
Raleigh
Sail & Environmental Consultants, Inc.
11010 Raven Ridge Rd.- Raleigh. NC 27614
(919) 8465900 - [phone]
Web Page: www.Sxx EC.com
t[9@MUVV19U
L .IUALXY
Vfflub -NATER #PANM
N &1120 ,?o? -'
Wake County Soil Survey (sheet 70)
iG4Tl5 loom*
Pf*d c arn+ao Figure 1- USGS alts 13 Soil & Environmental Consultants, Inc. V1dfft
Rack Gwny Rd i Swd*nok Rd 11oS0 Revers ,Rklge -& Rd.- Raleigh, NC 27614
L?j Raleigh [phone] • (919) 846-Ml
Web Page: www.SandEC,com
??17"R?
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USGS Topographical Map (Raleigh East Quadrangle)
Wetland Operation and Maintenance Agreement
WETLAND A - OPERATION AND MAINTENANCE AGREEMENT
The wetland system is defined as the marsh areas and pretreatment including forebays and
mirco-pool.
Maintenance activities shall be performed as follows:
1. After every significant runoff producing rainfall event and at least monthly:
a. Inspect the wetland system for sediment accumulation, erosion, trash accumulation,
vegetated cover, and general condition.
b. Check and dear the orifice of any obstructions such that drawdown of the temporary
pool occurs within 2 to 5 days as designed.
2. Repair eroded areas immediately, re-seed as necessary to maintain good vegetative cover,
mow vegetative cover to maintain a maximum height of six inches, and remove trash as
needed.
3. Inspect and repair the discharge pipe from the basin annually to maintain proper
functioning.
4. Remove accumulated sediment from the wetland system when the depth is reduced to
75% of the original design depth (see diagram below). Removed sediment shall be
disposed of in an appropriate manner and shall be handled in a manner that will not
adversely impact water quality(i.e. stockpiling near a wetland or stream, etc.).
The measuring device used to determine the sediment elevation shall be such that it will
give an accurate depth reading and not readily penetrate into accumulated sediments.
If the elevation of the marsh areas exceed the permanent pool elevation, the sediment
should be removed to design levels. This shall be performed by removing the upper 6
inches of soil and stockpiling it. Then the marsh area shall be excavated six inches below
design elevations. Afterwards the stockpiled soil should be spread over the marsh surface.
The soil should not be stockpiled for more than two weeks.
When the permanent pool depth reads 219.75 feet in the forebay and micro-pool, the
sediment shall be removed.
WETLAND A DIAGRAM
(rill in the blanks)
Permanent Pool Elevation: 222.130
Sediment Re oval Elev: 219.75 76% Sediment Removal Bev, 219.75 T75%
------------
---
Bottom levation: 219.80 25%
FOREBAY
MICRO POOL
Page i of 2
5. Wetland planting densities in the marsh areas should be maintained by replanting bare
areas as needed. Wetland plants should be encouraged to grow in the marsh areas.
6. If the wetland must be drained for an emergency or to perform maintenance, the flushing of
sediment through the emergency drain shall be minimized to the maximum extent practical.
Assistant Vice President
7. All components of the wetland system shall be maintained in good working order.
8. Level spreaders or other structures that provide diffuse flow shall be inspected annually. All
accumulated sediment and debris shall be removed from the structure, and a level
elevation shall be maintained across the entire flow spreading structure. Any down
gradient erosion must be repaired and/or replanted as necessary.
I acknowledge and agree by my signature below that I am responsible for the performance of
the eight maintenance procedures listed above. I agree to notify DWQ of any problems with
the system or prior to any changes to the system or responsible party.
Print name: John E. Clarke
Title:
Address:
Phone:
Signature:
Date:
2001 SE le Street Bentonville, AR 72716
(479),273-4000
~01-7
Note: The legally responsible party should not be a homeowners association unless more than
50% of lots have been sold and a resident of the subdivision has been named president.
a Notary Public for the State of
County of do hereby certify that
personally appeared before me this day of
cc- `7 . and acknowledge the due execution of the forgoing wetland
maintenance requirements. Witness my hand and official seal,
"NOTARY SEAL
Judith Ann Smith, Notary Pu lic
Benton County, State of Arka as
My Commissicn expires 2/15/ 11
SEAL
My commission expires I c 5 J t
Page 2 of 2
PAVEMENT MATERIAL: Row--~- STRIPING LEGEND SITE DATA TABLE SITE LEGEND
~ ASPHALnC CONCRETE Ro ' - N wNl D LINE 4' MADE TAX I TAX MAP: DB 08162 PG 1268 -
o s Row SWSL 0 4 SI GLE TE SOLI / w _ - SYSL 0 4' -SINGLE YELLOW SOLID LINE / 4' 1MDE EACH WAKE .A(~ WAKE CO. PROPERTY IDENTIFICATION 1722374810 A 6" WIDE FlRE LANE STRPNIG THERMOPlAS11C TRAFFIC RED W/'NO PARIgNG FlRE LANE" PANTED
_ EXIST ` 4 3 o I Row- C.S.R _ _ _ oYSI o 4 • DOUBLE • N. _ REFERENCE OFF SITE EA(~ EXISIING USE: VACANT ~ WITH 4' HIGH WHITE LETIERING AT 25' O.C. SEE DETAIL SHEET.
~ w _ SYSL 010 - ANGLE YELLOW SOLID LINE / 10 WIDE ZONI~ ZONING DISTRICT: CUD-TO ©NOT USED. KimleyHorn
~ Ro 1 _ - - ~ ~ ~ ~ _ ROADWAY PLANS SWDL A 4'~ ANGLE WHITE DASHED LINE 4~ WIOE FL001 3 - - - . SWSL 0 24 - ANGLE WHITE SOLID FLOOD INSURANCE RATE MAP 37183C0551E PEDESTRIAN CROSSWALK wTH 4" WIDE WHITE THERMOPLASTIC STRIPING PARALLEL TO aRECTKIN and ASSOCIateS, ~nC 37183C0555E O QF TRAFFIC AT 2'-0" O.C. AND (1)-8" WHILE STRIPE PERPENOICIILAR 80TH ENDS UNLESS NOTED CHARLOTTE PARK DRIVE
_ . _ ~ ) ~ _ - - - THIS PLAN SET swMl 0 4' -SINGLE WHITE MINI-SKIP / 4' wloE _ = _ . (NOT WITHIN 100-YR FLOOD HAZARD AREA) OTHERISE. SEE 9TE PLAN FOR IMDTH. p 1J RLOT~TE, NORTH cARCIJNA 2e2n
e .,m.__.... / { EXISTAIG 75'.. ~ . - Y _ - _ _ ~ ~ TOTAL TOTAL OF LOTS NITS: 5 PHOHe (~04) ~u-spat PEDESTRIAN CROSSING SIGN WI1-2 ANO WI6-1P TYPICAL AT PEDESTRIAN CROSSWALKS AS NOTED FAx:
a - ~ s' ~ ~ • M 'RIGHT-OF,-WAY \ _ _ ~-R[IGT= ~ • • _ INSIDI o ~ ___a..,_. INSIDE CITY LIMITS? NO (ANNEXATION ~ ON PLMIS.
~ m... i ROW ~ ~ . _ - ! FUtURE ntAFFIC ~ ~ RO _ _ t7 I ~ SIGNAL , - LOT REQUIRED) © ~
/ a~~= ~ O "YIELD" 11iERMOPIASTIC STRIPING ON PAVEMENT TYPICAL LOT IDENIIFCATION: WAL-MART
RoW-__ ~ LOT i , a_ 125 ~ ~ LOT AREA: 26.22 AC 0 CONCRETE JOINTING AND FIl1,ERS TO BE COMPLETED PER DETAIL (TYPICAL OF ALL EXTERIOR CONCRETE EXCLU9VE OF ARCHITECTURAL CONCRETE). (SEE DETAIL SHEET) CA '
p ur, R - PROP ti _ _w / , ~ 2 R s 1 PROPOSED BUILDING AREA: 203 819 SF Rp~ EXIT PORCH. - SEE ARCHITECTURAL PLANS FOR EXACT SIZE, LOCATION FOR STOOPS, STAIRS • .•ESS~ • / PARKING RE UIRED: Q ~p/OR RAMPS(THAT MAY BE REQ'D. RAMP)PAVEMENT FLUSH IMTH TOP OF STOOP. of ~
~ * . E.LP. Jr ~ ~ ~ . i : ~ STANDARD SPACES: 843 SPACES : ~ ~ :9
i ~ ~ ~ PROPSED RIGHT-OF-WAY ~ , a • ~ a ' . ~ ~ ~ . ~ ~ ~ RIGHT-OF-WAY DEDICAnON (WIDTH VARIES) • ~ I ACCESSIBLE SPACES: 27 SPACES O 6"/ PIPE BOLLARD TYPICAL UNLESS NOlEO OTHERY~SE. ~ ;
' •I 1 ~ ~ DEgCAlION SIGHT TRIANGLE ~ ' i ~ TOTAL SPACES 1 250 SF: 870 SPACES
• `b 5Y' ~ PARK O AT GRADE OVERHEAD DOOR LOCATION. SEE ARCHITECTURAL PLANS FOR EXACT SIZE AND LOCATION PARKING PROVIDED: I FOR COORaNAIION WITH gV1l PUNS. :9G N~ ~ NEF,~.~
9GHT TRIANGLE ~ c X40 r Y ~E ~ eu~ - • • • . ~ ~ STANDARD SPACES: 898 SPACES S ~
50 UNDSCAPE ~ EXISINVG CITY OF ;i - RALEIGH STORM ~ ACCESSIBLE SPACES: 27 SPACES O 4 WIDE x 130' LONG YELLOW PAINTED TRUCK ALIGNMENT STRIPES. ~,,T/N L W P~~`
1 ~ EASEMENT TO BE TOTAL SPACES: 925 SPACES ` ~ 16'-0"x36'-0' CONCRETE COMPACTOR PAD MID 12'X38' HEAVY DUTY PAO (OREIIT FOR WAL-MART PARKING RATIO BASED 4.54/1,000 SF LOADING). REFER lO ARCHITECNRAL PLAN FOR EXACT LOCATK>H AND SLOPE.
~ ABANDONED. ~
@9~ m ; • MAXII MAXIMUM BUILDING HERGHTOOTAGE : © ~ c~ETE TRANSFORMER PAD. CONTRACTOR TO cOOROINATE WITH LOCAL POKER COMPANY FOR PERMIT SET
~ : ' ~ ' • GIN INTEGRAL ' • • _ OPEN OPEN SPACE ~ TOTAL SITE 99,041 SF = 7% M ACCES9BLE pARIQNG SPACE TYPICAL SEE DETAIL SHEET FOR ACCESSIBLE PARKMrG SPACE SZE, PRELIMINARY
CURB ~~3% ~ ~ L S E.I.P. 41 O SH#1 AND SYMBa ("VAN"-MIaCATES YAN ACCES~BI.E SPACE) NOT FOR CONSTRUCTION
~ v ~ K '..4~: O NOT USED.
`b ' ~ • 5' SIDEWALK ~ . • • • '
a ~ • LEGEND ®8' WIDE PEDESTRIAN CROSSWALK WITH 8" wloE 1HERMOPUSIIC WHITE EDGE STRIPE. SEE a:ral sHEET.
i
® CART CORRAL TYPICAL - (SEE a:TAIL SHEET) FOR WAL-MART CART CORRAL DETAIL
PROPOSED BUILDING 10' X 15' STRIPED AREA PAINTED SYSL/4' AT 45' 0 2'-0' O.C. AT d8 CRANE LOCATION. PRONDE ~ TRUCK ACCESS. - (SEE ARCHITECTURAL PLANS.)
0 ~ ~e • ' a PROPOSED 18" CURB ANO GUTTER 7-0' 10A01NG LONE AT ALL CURBED PARKING SPACES. 4' PANTED YELLOW STRIPING AT 2'-O"
..o GREASE N~ITERC~P1tlR d _ ® O.C. PERPENaCUTAR TO PARKING SPACE. - (SEE DETAE SHEEL)
'9 A wAL-MART REF: At~11/Ir~P • • • • R1oo ~ 0 PROPOSED PARKING SPACES ~ 18" CONCRETE CURB AND GUTTER TYPICAL TYPE A UNLESS OTHERWISE NOlEO. -
raoNUMENT b - _ S (SEE DETAIL SHEET.)
•s: ~ • INTEGRAL CURB TYP _ . ~ I ) CC CC ~C CC PROPOSED CART CORRAL ---..-i-- - O PANr1E0 aRECTK1NAl ARROW TYPICAL - (SEE oETAIL SHEEL)
a .r~ . r PROPOSED HEAVY DUTY ASPHALT PAVEMENT O BU6DING SETBACK UNE PER ZoNwG ORDINANCE.
, . • -
~ ~ ~ ' • ~ ~ ' ~ ~ PROPOSED HEAVY DUTY CONCRETE PAVEMENT 0 ~ PARK9IG FIRE LANE" SIGN. SEE PLAN FOR LOCATION. AISLE wDICATOR SK;rIS TYPICAL - (SEE DETAX. SHEEL) v1
In ~ ~ - - - o r ' . MOUNTABLE CURB r • PROPOSED STANDARD DUTY z
~ ' CONCRETE PAVEMENT ® ~ START FROM IEFi AS YOU EIQT THE BLINDING) ~
U • . PROPOSED STANDARD DUTY 0 n.E STRIPING' - (SEE OETAN. SHEET')
ASPHALT PAVEMENT 0 'NO TRUCKS' _ DETAIL w
W PROPOSED OPEN SPACE
~ W q O "1RUCK ROUTE" SK4i. SEE PLAN FOR LOCATION. W
_ • o
GROCERY • ' CURVE T CURVE TABLE LINE TABLE ~ ooac ~ - REFER ~ aRCHITECTURAI Paws. o
FF . • ; . • • ~ • PROPOSED 170 lF SEGEMENTAI CURVE LENGTH RADIU! VESTIBt1LE _ W : ' eLaac RErA~aNC wAU rrITH C13 500.79 1941.00 ~ LENGTH RADIUS DELTA CHORD LINE LENGTH BEARING _500.19 1941.00 14'4658 499.41 _ U 466,28..._ ..__S10'4 39 ~ "STOP SIGN', STOP LETTERING ANO THERMOPLASTIC STOP BAR. - (SEE DETAIL SHEEL) p
" . • CHAMIUNK FENCE ON TOP C14 _21.48 20.00 W - _21.48 20.00 61'3 20.47 L2 414.96,_ 503~9~ Z
~ C15 18220.. 9935.0 G ` C16 58.50 181.00_ 18220.. 9935.00 0'31'25 18220_ l3 215.72_ ~ S86'0-316- OC GUIDERAIL - (SEE DETAIL SHEET)
~ a . , ~ _Ci7 65.90 89,01 D 58.50 1$1.00 17'S5T21 58.26_ L4 _ 3.01 S48 05~ 65.90 89,,01_ 42'2514 64.41 L5 _ 117.33 - - S66'03-'16'E ~ ASSOgATE PARIONG SPACES -PLANTED SWSL (SEE SITE PUN FOR LOCATIONS.)
M Ct8 71.73 99.50 71.73 99.50 41'1811 70.18 L6 129.78_ S89'26 46 E. _.~U 11.64 N11'422 _ ~ LK4ITING POLE BASE - (SEE DETAIL SHEET)
W E GR[rASE 81T~R(~PTOR , REF:. ARCH JM~P i'Ua13 M • , l8 1039:92 _ N77'13 40 ~.`J REFER TO ARCH. PLANS FOR SITE LIGHTING ELECTRICAL PLAN. ~ u~ o 1399:98 S22'217os~ti a o
Z ..W, -L10 195.43 S15'S9-'~1___ ~ ADA ACCESS~.E WHEEL CHAIR RAMP - (SEE DETAL SHEET) ~ ~ ~
J H` ~3~ _~-.111- - 414,24 Si5'S9 29 W J-- ~0 _.__L12__- 221,62 -_-5737 E_.__ ~ NOT USED. o ~ N
~ _ ~ LOADING n
U . ~ ~ U3 101.00 S7 2 L14 186.39 S74'00 'p0 NOT.ENIER SIGN". (SEE DETAIL SHEET,) Z ~ ~ N
a p K • , . • cMU scREEN wau o I- OC 30 PRIVATE DRIVE o BATE AIIET _ U5 51.16 N60'S938 ~ _ a to ~
, 24 Q _ REF• ARCH PLANS C • -_l16„-- --152.84_ ___§73~12~-- Z n L17_._ _124,37.. N16'00~48 E- II pAIIET/~,~ STORAGE AREA (12' X 125') ~ ~ o
G 1 s~. r 'a ~ ' r: NEUSE F,MVTR BUFFER •e 0 wwa
~ _ _ l19 - 948:1 N73010~-_ _ L20 111.27 N16ro0 Q LANDSCAPE PLAiI~ttS -REFER TO LANDSCAPE PLANS FOR PLANING DETALS N o rn W J
. 2~3 ~'I~ • ~I~. , PPRd ~ ' , l21 44.91 S7t 48 ANO ARCH PLANS FOR CONSTRUCTKN DETAW.S.
k - ' l22 338.88 Sf 48 - KI 'TEMPORARY ASPHALT IX1R8 ~ N j ~ L23 353.02 S16'00 48 a Q 0
~ PROPOSED SEGEMENTAL , ••'o G l24 33.25 -SZB'S~E _
&00 TYP), , . , G • RETAN~NNG wAll M1H WALNUT CREEK AMPH' CREEK AMPHITHEATRE GENERAL NOTES: ~ z W 710R DEED 5383-149
' MERCHANDISE CHANN.NIK FENCE aN TOP ~ PRIOR DEED 5383-1~ . PRIOR DEED 4804-218 (PI 1EED 4804-218 (PART oF) 1. ALL ON-SITE CURB AND GUTTER SHAH. BE 18". All OFF-SITE CURB AND GUTTER SHALL BE 30". ~ N m 2CEL PIN 81722581540 2. SIGHT TRIANGLES AT PROPOSED DRIVEWAYS SHALL BE ~ZEO PER qTY OF RALEIGH STANDARDS AND SHOWN w
N .b ? , ~ ~ PARCEL PIN 81722581! VESTIBULE PROPERTY ZONED: R- .M:~ • 1 OPERTY ZONED: R-10
• ~ ON FlNAL CONSTRUCTION PLANS. YNTHIN SITE TRIANGLES SHOWN ON THIS PLAN, NO OBSIRUC110N BETWEEN ~
v C 4., •S TWO (2) FEET AND pGHT (8) FEET IN HQGHT ABOVE THE. CURB LINE ELEVATION OR THE NEAREST TRAVELED WAY IF NO CURBING E1aSTS.
Y.' . 1 V 3. ATE SIGNAGE SHALL MEET qTY CODE AND SHALL COMPLY WTH UNITY OF DEVELOPMENT gTITERIA APPROVED
M ' roi~ ? . 1 b CONTRAC ,S+fAl1.II~ER ~I ~~TECTI~AI, , FOR THIS DEVELOPMENT. LV 0
p PLAN$ F1~">1XACT, tOCATI(1f'1 ~ ' . ~ : . OF VEST~Jl,~'.: CEO PAMrO, E?Or ' 4. ALL ACREAGES LISTED ON THIS PLAN ARE PRELT~IINARY AND SUBJECT TO VERIFlCAIION BY SURVEYOR. y ~ 5. CROSS ACCESS EASEMENTS SHALL ~ PROVIDED PRIOR TO BUILDING PERMIT ISSUANCE. = Y
~ RAMPS .ill( bOORS;;PREt1'~.1>IUIIgING ' 6. ALL PAVEMENT ON PUBLIC ROADWAYS SHALL ~ CONSTRUCTED PER Nq)OT STANDARDS AND SPEgFlCA110NS. ~
• ' • • dv ~ i~1;17111CT Ui1l1TY EN1'R#NCE ~ o. ~ 7. SEE SITE AND PLANTING DETAILS FOR ADDITIONAL PAVING NOTES. ~ O m Q
tocAnONS. E . r . ~ ' 8. SAWCUT ALONG EXITING EDGE OF PAVEMENT FOR CLEAN EDGE AT NEW BASE COURSE.
~ ~ ; • I O • . 80 9. WHERE NO OVERLAY IS PROPOSED ON E)aS11NG PAVEMENT, MILL EXISTING PAVEMENT 12" WIDE X 1" DEEP TO J r Z ~ ~ z Z~0- PROVIDE CLEAN SURFACE AND SURFACE COURSE OVERLAP. ~ ~ ~ ~ ~
10. EXTEND BASE COURSE UNDER CURB AND GUTTER, AND MINIMUM 12" BEHIND BACK OF CURB (OR 12" BEHIND ~ ~ ~ w ~
~~N~~ CAD tC m > ~ ~ EDGE OF PAVEMENT IN SHOULDER SECTIONS). TAPER EDGE OF BASE COURSE AT 1:1 SLOPE. ~ o p ~ Q ~
11. PRIOR TO PUgNG OVERLAY ON EXISTING PAVEMENT, BRUSH SURFAq: CLEAN AND APPLY TAq( COAT. Z ~ a ~ _
1 y' • ' • a• ~ ` E>asnNC WET E ~ a , EXISTING WETLAND ~ ~ Z U = ~
. i* 81YERC~PT'OR STREAM REE, Ali'G41/MEP PLANS ~ , ;e • , STREAM a o O Q ~ Z
Z
N ~ ~ QQ~
~ ~a
(T Ir ~7 ~ ..m ' ~ A~ OATTLI~1 LIX3 llf3 ? A , , sroaAGE, ENaosr~ ~ ~ ~ o
M b ~ • ° AID ROOFEO . . ~ ~ D ~ Z
REF: ARCHJIIEP PLANS s• a
G ~ - W ' 0 '
T~ , L GARDEN ~ ~ ' R~ ,
~ > ~ ' ~ o(~,l$SS v2 ~
CENTER • a ~ M •
~ ~
'd ~ GENERAL NOTES
IFd v 5 I y , , DRIVE-THRU GARDEN CENTER ' • • ' a a . \ 1. REFER TO SHEET C-2 FOR GENERAL NOTES PERTAINING TO THIS PROJECT. Z ^
`0 ° • PROPOSED ~ \ ~ 2. REFERENCE SURVEY SHEETS FOR OFF-ATE BENgiMARK LOCATIONS. J ~
• ~ ~ ~ SEGMENT OCK a a RETNNMG WAIL
\ ~ ~ I GROUNDWATER NOTE a. ~
o M , • eLOac ~ .........'.'.'.'.'..'b'.'.'.'.'.' .P , . , . , , . X 130 • . ~ ~ ~ THE PRESENCE OF GROUNDWATER SHOULD BE ANDgPATED ON THIS PROJECT. W
a , ~ .11.4N's.~!'. , , ' M ~ ,~jjROUN[? , ti . . \ CONTRACTOR'S BID SHALL INCLUDE CONSIDERATION FOR ADDRES~NG THIS ITEM. ~ Z
~ ~ ROCK NOTE ~
' \ THE PRESENCE OF ROq( (AS DEFlNEO IN THE SITEWORK SPEgFlCATION) SHOULD
L BE AN11gPATEO ON THIS PRO~CT. CONTRACTOR'S BID SHALL INCLUDE
H •s r. • F- 37 ? .s \ \ CON~DERATION FOR ADDRESSING THIS ITEM.
w ~ 0
m ~ ~-x-~~ ~ PROPOSED RETAINED x--~_x_.~x ' . ` SEE GENERAL NOTES SHEET F
SLOPE WITH C11A891INK rc ~ FENCE ON TOP FOR SITE PLAN NOTES DESIGNED BY: JWA
i END INTEGRAL ~ . . CURB ~ ~ x x 20 BUILDING ~ ~ SETBACK ~ "ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL DRAWN BY: JWA
PROPOSED RETAINED SLOPE IM1H ~ - . 642' RETAINED SLOPE I RETAINED SLOPE WITH \ ~ ' CITY OF RALEIGH STANDARDS AND SPECIFICATIONS." CHECKED BY: ALW
v_ ¦ CHAINLIIM( FENCE ON TOP EXiS11NG Sit1EAM ~ - x\~ ~ _ _ CHAINLINK FT:NCE ON TOP ;FENCE _ _ . _ _
0 NOT TO BE DWURBED " 4,mft
r d PROPOSED RETAINED SLOPE NTH emu 4. \ ' - ~rv GRAPHIC SCALE DATE: u4-UV-U r BEFORE YOU W
i CHAINUNK FENCE ON TOP NEUSE RIVER BUFFER one _ 50 0 w 100 Im PROJECT;. 015476046
3 PROPOSED SEGMENTAL BLOCK i • _ _ - - STOP
%0 RUNNING WALL MATH CHAKJNK w FENCE ON TOP " ~J1tl 1.800 8324949 ~ ~ `.c. or~catt
=THE LAW. - - _ M. IN FEET, -14
i CL L t ' 1 inch = 50 ft
THIS DOCUMENT, TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN, AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND CLIENT FOR WHICH IT WAS PREPARED. REUSE OF AND IMPROPER RELIANCE ON THIS DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY KIML TATION BY KIMLEY-HORN AND ASSOCIATES, INC. SHALL BE WITHOUT LIABILITY TO KIMLEY-HORN AND ASSOCIATES, INC.

~ A N -~-y"_~_ - f 1 LINE TABLE SITE LEGEND
_ ~ E1GS11NG EDGE OF Mop
T REFERENCE OFF-SITE PAVEMEN c iITE - ~ / LINE LENGTH BEARING A 6" MADE FlRE LANE STRIPING 1TIERMOPLASTIC TRAFFlC RED W/ "NO PARKNG FIRE LANE' PAINTED -
° RICHARD JOYNER & FRANCES S BROOKS ROADWAY PLANS o N S ~ ~ ~ L2 4P4.96 S03'S919 - 0 rMTH 4' HIGH WHITE LETTERING AT 2s' O.c SEE DETAX. SHEET. Kimle -Horn L3 215.72 S66'03 Z6 Q AREA ~pEp AT SWSI/4" AT 45' 0 2'-0" O.C.
DEED: 6406-668 ° PARCEL PIN # ,722276,22 THIS PLAN SET) ~ / Mp?1~ L4 3.01 s4Broeo5 ~ and Associates Inc
r ~ ~ • PROPERTY ZONED: R-6 / ~ , - , L RESIDENTIAL l5 ~ 111.33 S66'03 Z6 _ PEDESTRIAN CROSSWALK 1N1H 4" MrIDE WHITE THERMOPLAStIC STRIPING PARAUEI. TO OIREC110N ~ / h~ f ~ ~ ~ ~ . 1651 CHARLOTTE PARK DRIVE ~ ~ ~ L8 ..129.78 S89'Z6 46 O OF TRAFFIC AT 2 -0 O.C. AND (1~8 1W111E STRIPE PERPENDICULAR 801H ENDS UNLESS NOTED
- _ N i / 3 DEVELOPMENT I ~`0~ CONGREGATIONAL - / U 11.84 N11'4 58 OIFERY~SE. SEE ~lE PLAN FOR MDTH. ~~wLOT~iE, HoRTH cAROUHA ze2n r ,i•" - PHONE [phone]
pb E10STING RIGHT-OF-WAY / PROPOSED 1a8 / ~ FUND INC j ~ ~ RIGHT-OF-WAY - I l8 1039.92 N--77'1340 _l9 1399.96 522'2105 W ~ PEDESTRIAN CROS9NG SIGN WI1-2 AND WI6-7P TYPICAL AT PEDESTRIAN CROSSWALKS AS NOTED FA1L• p04) 333-obi
w DEED. 9538-2622 ~ / - / y g PARCEL PIN # 1722266831 !I< 1 - p~3 ~ ~ l10 195.43 S15'S9 29 W ~ ON PLANS.
a PROPERTY ZONED: R-6 0 '~„i ~ ~ ~ RESIDENTIAL o / ~ ~ ~ / C~ ~ " I L11 _414.24 S15'S9 W O ¦~D" iHERMOPLASIIC STRIPING ON PAVEi~NT TYPICAL
F . l-'" - N ~ . 8 A I t ~ l12 221.62 S73'S917TE _ L13 107.00 S73'S921 CONCRETE JgN11NG ANO FNJ.ERS 10 BE COMPLETED PER DETAIL (TYPICAL OF AlL E%TERIOR
~ - , . pb . ? , ~ ~ SIGHT TR L14 188.39__ S74100 O CONCRETE EXCLU9VE OF ARCHITECTURAL CONCRETE). (SEE DETAIL SHEET) CAR
°a PAVEMENT MATERIAL: = EIQSTRiG 75 - / p~- - SIGHT 11aANGlE I U5 51.16 N60'S938 _ J~ ~ ~ U6 252.84 S73 1'59,'59 2~E- ~ EXIT PORCH. - (SEE ARCHIlEC1URAl PLANS) FOR EXACT SIZE, LOCATION FOR STOOPS, STAIRS O ~ o~ SS~p ~1,~:
ASPHALTIC CONCRETE pal ~ , I~GHT-OF WAY : - / m - / . ~ ~ i __L17- __124.37 N16 48 AND/OR RAMPS 1HAT MAY BE REO'D. RAMP PAVEMENT FLUSH YrI1H TOP OF S100P. ' " aQ- 9` ; ;
i - - r , . p gU i I L18 98.42,- N18 O 8"/ PPE BOLLARD TYPCAL UNLESS NOTED OTHERWISE. ' ~ l19 48.71,._ N7- 3'01 H S =
L Phi _ _ U~ r.. - - - RpW ~ / / S 1,20 111.27 N1~- 6T"E AT GRADE OVERHEAD DOOR LOCATION. SEE ARCHITECTURAL PLANS FOR EXACT SIZE AND LOCATION '
, 1 S ~ l21 44.91 571'00 48 W Q FOR COORDINATION MA1H qNl PLANS. %9(i ~'ti NG I NE~~' I L22 338.88 S16 d0 48 W ~
~ . SIGHT TRIANGLE / - _ / I -1.23 35302 - S16'00 ~'•ST P ,
, - ~ . , A ' i ~ w". { ~ - ~ 5' L24 33.25 $283912 0 4" VIDE x 130' LONG YELLOW PAINTED 1RUCK ALIGNMENT SIRPES. . , /N L ~1 ~ ~ K 16'-0' x 36'-0" CONCRETE COMPACTOR PAD AND 12' % 36' NAVY DUTY PAD (018ENT FOR ~ 47
2 ~ E.I:P: ~ _ / TOPSY W COLEMAN ° _ - F ,,,r-'' - DEED: 1115-405 _ ' ' t r . . .
PARCEL PIN #1722267737 G' E. _ - - o ,•25 ~ CURVE TABLE ~ 1RUCK LOADMIG). REFER 10 ARCHITECTURAL PLAN FOR EXACT LOCATION AND SLOPE. , CURVE LENGTH RADIUS DELTA gi0R0 L TE TRANSFORMER PAD. CONTRACTTXT TO COOROMAIE TNTH LOCAL PawER ooMPANY FOR PERMIT SET
--~_RO PROPERTY ZONED: R-6 ' ~ / . . , - R S RESIDENTIAL ~ I ~ r 0 • , . , , . . . . r.. O . ~ ~ ~ ~ C13 500.79 1941.00 14'48 499.41,
I ; - ~ ..L .I..L,I. = . . ~ ACCESSTBLE PARING SPACE TYPICAL SEE DETAIL SHEET FOR ACCESSIBLE PARKING SPACE ~ZE, CI4 21.48 20.00 81 20.47 ~ PRELIMINARY
/ I I I C15 182.20 9935.00 03125 18220 SIGN AND SYMBOL ("VAN"-91DICAlES VAN ACCESSIBLE SPACE) NOT FOR CONSTRUCTION C16 58.50 187,00173521 58.28.,
RD ~ TRAFFlC ~ - RO`~ - ~ I I ~ C17 65.90 89,.01 422514 64.41 O NOT USED.
SIGNAI R1~• • I I I I I ~ I C18 71.13 99.50 41'1811 10.18
® 8' WIDE PEDESTRIAN CROSSWALK TWiH 8" YAOE THERMOPLASTIC WHITE EDGE STRIPE. SEE DETAIL SNEET.
' ~ ~:1 CART CORRAL IYFMCAI - (SEE DETAIL SHEET) FOR WAL-MART CART CORRAL DETAN. " R
R ~ / I I I I
, ' Q PROPSED RIGHT-OF-WAY ~ / I I I I I ( I ~ 10' X 15' STRIPED AREA PANTED SYSL/4" AT 45' 0 2'-0" O.C. AT 3$ CRANE LOCATION. PROVIDE Q 1RUCK ACCESS. - (SEE ARCl4TEC1URAL PLANS.)
, _ / ~"'....~ti DEDICA110N WIDTH VARIES) /
'~S , ~ 82 1 1 1 1 1 1 1 - / B _ w ~ I Q 0 CO" LPERPENgCIM.AR 10 PARIONG~ACE.(SEE DETAll4` PANTED YELLOW S118PING AT 2'-0"
E10STING ~ PROPOSED CAST IN PUCE ( I I I I I I I I I I . / ~ k ; RIGHT-OF-WAY RETAINING WAIL ~ ~
'---Row Row / / o a PROPOSED 15220 9.5 (TYP) 5, 8' SIDEWNI( (lYP) I ® (BSEECDE~SH~ AND GU11ER TYPICAL TYPE A UNLESS OTHERWISE NOTED. -
/ • _ / ~ _ ~F BUS STOP ~ ( ) ~ _ 1 / b / ~ FF O PAINTED DIREC110NAL ARROW TYPICAL - {SEE DETAIL SHEET.)
FP OUTPARCEL #3 I
.I : L I I I I I I I ~ l E 0.97 AC ~ i r, O BUILDNG SETBACK LNE PER ZONING ORgNANCE.
~ O "NO PARKING FlRE LANE" SIGN. SEE PLAN FOR LOCATION.
SR & PATRICIA T PERRY ' ? 1 °i ANTHONY B , , • 8a a DEED: 10249-1682 ~ I ? ~ ~ ' '
MAP BOOK 2003-1712 g ~ ~ o PROPOSED 15X2 ~ ' ' ~ AISLE NaCA1TXT SIGNS TYPICAL - (SEE DETAIL SHEET.) N r- Z ~ ~ ~ ~ (NUMBERS TO START FROM LEFT AS YOU EfOT 1HE BUN.DNG) 0
PARCEL PIN #1722360622 ~ ~ ~ ~ I 1 1 1 1 1 1 n E.L • PROPERTY ZONED: R-6 j III IIIII
RE5IDENTIAL I , , i ~ W 9.5' TYP V O iLE STRIPING. - (SEE DETAIL SHEEL) W
T THROUGH TYP a ( ) TYP CU ( ) ~ . I W O 'NO TTIUCKS" SKN. - (SEE DETAIL SHEEL) ~
o ~ ~ i ~!I ~ ~ 1 1 1 1 I I 1 1 I
III ~ Ri25' I I I I I I I I I~ ~ OUTPARCEL #4 W 0 'TRUq( RWTE' SIGN. SEE PLAN FOR LoCATKN. ~
/ ~ i ` f 0.98 AC 88 I I I I 1 1 OU1PARf~L SIZE PLAN ~ I I I ~ ~ ~ 1RUCK DOCK M1ELL -REFER TO ARCHITECTURAL PLANS. ~
E~, C~ r 0 R~~, . . ~ c, ~ TO BE SUBMITTED AT I I I I I I I I
j o ~ OUIPARCEL 9TE PLAN I I I I I I I I N ~ A LITER DATE UI~ER BE SUB~NTIED AT ' ' JI I W ~B "STOP SIGN", smP LETTERING AND 1HERMOPLASIIC SiTX' BAR. - (SEE DETAIL SHEEL) 0
~ ~ ' ~ SEPARATE COVER. ~ a TYp x ~ A uT~t DATE u~t , ~ nr~ ( ) R ~ ~ . ~ ~s . a..l ( ) ~ I W Z
° ! I,II~ ~ sEPARaTE covER. ~ N~, r GINDERNL - (SEE DETA2 SHEET)
1' ~ ~ I1$ I1] 1 1 1 1 1 1 I Q I I I I I I ~ u ~p ASSOpAIE PARING SPACES -PAINTED SWSL (SEE SITE PLAN FOR LOCAliONS.)
~1 ~ ~ 75 I
II I I I C'1 ULICE WILLIAMS U i OUTPARCEL#2 ~0' I I I I I ~ .a. Z ~ UGHIING POLE BASE - {SEE DETAIL SHEET) REFER lT) ARCH. PLANS FOR SITE LKAIING ELECIRN;AI PLAN. ~ o
DEED 6336-356 „ ~ .42 AC I I I I I I J FF ADA ACCESS1BlE WHEEL CHAIR RAtr~ - (SEE DETAIL SHEET) ~ ~ ~ s ~ R I = o ~
PARCEL PIN #1722360622 2 . ;I ~ • ~ R~` S ( ) s PROPERTY ZONED: R-4 I; ; n+ a T1'~ ro r i SIGHT 1RI (TYP) P ~ ~
RESIDENTIAL ; j „ ~ ~ ; ) OUIPARCEI SIZE PUN •'••'8p: ~ l 1 TO BE SUBMITTED AT V ~ NOT USED. ~ Z w ~ °o
rt ~ I I 11 1 I I I I I I I A ! A LITER DALE UNDER w~No ~ ~ ~ b0 NOT ENTER SIGN". (SEE DETAIL SHEET.) Z_ ~ N N ~
° i I I I I I I I I I I I I I ~ ~ : ~ { SEPARATE COVER. Q O=Qcrv
f 92 I I I I I I I I C it PAIIET/BALE STORAGE AREA {12' X 125') ~ W ~ Y~
1 1 1 1 1 1 ~I I I a!, I I I i I I I I I PAVEMENT MATERI I , ~ rp~ L > Q
PROPO~D CAPITAL , ASPHALTIC CONCRETE „ ' C, (np) 9.5 (TYP) I Ji LANDSCAPE PLANTERS -REFER 10 LANDSCAPE PLANS FOR PLANTING DETANS N p N ui J AND ARCH PLANS FOR CONSIRUC110N DETAILS. ~ ~
~ AREA • ~ ~ ~ (TYP) ' TRANST (CAl) b o~ CUT THROUGH (TYP) ~i ooJ~ I ~ TEMPORARY ASPHALT CURB ~ J N Z
EASEMENT I I I I I I I I
zj ' j 1i I I I I I I I ~ ~ 3 z
1f ~ 1~ h „ A ~ , gyp,, 32 '~t- GENERAL NOTES: a m
E ~ ;R ° ~ - a2 ~ ~ . D A N
r PROPOSED 104' 122 • 1. ALL ~-SITE CURB AND GUTTER SHALL BE 18". ALL OFF-SITE ClAi6 AND GUTTER SHALL BE 30". w ~ 2. SIGHT TRIANGLES AT PROPOSED DRIVEWAYS SHAH BE SIZED PER qTY OF RALQGH STANDARDS AND
~ -OF-WAY RIGHT • i ' I I I SHOWN ON FlNAL CONSTRUC110N PLANS. YNTHIN SITE TRIANGLES SHOWN ON THIS PLAN, NO
11 ' OBSIRUC110N BETWEEN TWO (2) FEET AND QGHT (8) FEET IN HQGHT ABOVE THE CURB UNE ELEVATION
, li ,r: . , . (TYP) can . . o ~ r+ } v P (TYP) I OR THE NEAREST TRAVELED WAY IF NO CURBING EXISTS.
- ' ~ i 7 ~ ~ 8' sIOEWAIK TYP) • E>aSTN~G 90 k ~ ~ a. I I I I I I I I ' 3. ATE SIGNAGE SHAH MEET q1Y CODE AND SHALL COMPLY WITH UNITY OF DEVELOPMENT CRITERIA W °a APPROVED FOR THIS DEVELOPMENT. H ~
D p 25 I I I I I ~ 4. ALL ACREAGES LISTED ON THIS PLAN ARE PRELIMINARY AND SUBJECT TO VERIFlCAl10N 8Y SURVEYOR. = 0
/ A 'RIGHT-OF-WAY R I I I I ~ y ° ~ ~ $8 5. q~OSS ACCESS EASEMENTS SHALL BE PROVIDED PRIOR TO BUILDING PERMIT ISSUANCE.
r I I I V I I I .r' ~ I I I 1 1 1 1 1 1 ~ 6. ALL PAVEMENT ON PUBIJC ROADWAYS SHALL BE CONSTRUCTED PER NCDOT STANDARDS AND ~ O ~ Q I SPEgFlCAl10NS. W ~ ~ O z
I~ I 1 1 1 I I I I I n 1. SEE SITE AND Pl.AN11NG DETAILS FOR ADDITIONAL PAVING NOTES. J ~ Z ~ p ~ ~ Z~0-
/ PROPOSED cAP~raL AREA . T ( ) ; t T ~ R (1YP) I 8. SAWCUT ALONG E>a11NG EDGE OF PAVEMENT FOR CLEAN Q)GE AT NEW BASE COURSE. ~ ~ p ~ ~ ~
cA EASEMENT -i r TRANSIT ( T) • • 9. WHERE NO OVERLAY IS PROPOSED ON EXISTING PAVEMENT, Mlll EXISTING PAVEMENT 12" YIADE X i" ~ ~ ~ w
! I I I I I ~ I I I I I I ~ I DEEP TO PROVIDE gFMI SURFAq: AND SURFACE COURSE OVERLAP. ~ 0 0 ~ a U 10. EXTEND BASE COURSE UNDER CURB ANO GUTTER, AND MINIMUM 12" BEHIND BACK OF CURB (OR 12" Z ~ a ~ _
r ~ _ ~R _ 5~ I I I I BEHIND EDGE OF PAVEMENT IN SHOULDER SEC110NS). TAPER EDGE OF BASE COURSE AT 1:1 SLOPE. ~ llT z ~ _ ~
• 75 I I A Hl I I I I ~ I 11. PRIOR TO PLAgNG OVERLAY ON EXISTING PAVEMENT, BRUSH SURFACE CLEAN AND APPLY TAq( COAT. a O 0 ~ W z
IIIIIIIII II I I I I I I I 11 12. REFERENCE SURVEY SHEETS FOR OFF-~lE BENCHMARK LOCATIONS. ~ U p ~ 'Ps.r~ ~ I ~ ~ Q Q ~
REFERENCE OFF-SITE OUTPARCEL #1 a RS ~ TYp p
ADWAY PLANS ~ naj O ~ STEE JACKIE JOHNS SR ! R~ < R ( ) J TRU 2.01 AC
DEED 11320-1303 ~ p PARCEL PIN 1722363426 THIS PLAN JET) I I I 1 1 1 I I I I I I I ~J ~ ~ a 1
PROPERTY ZONED: R-4 OUTPARCEL SITE PLAN I I I I I I I I I I I I I ~ AL "j O. RESIDENTI d~'in~i ~ TO BE SUBMITTED AT ~ I I I I I I I I I I I I ~3 0 Z
' 9$ IIIIIIII ~ A LITER DALE UNDER ; I I I o.
'r SEPARATE COVER' I I I I I I I I I I I I I
A ~I 1 I I I.L.I..L.!..1.!,.1.!,.1.!
11 it a
I ` „ _
1--.L 1.--1• J--l J-•~ 1--1 I''~' t ' ~11LpINq SEiIBACI(I I I I ~ 491 Ito
.
111
~ I (T~) ~ ~ ~ w ~ - _ _ _ IIAO~LC Z
, N A '
' ,p O ~ f ~ 1 l SITE DATA TABLE f ~ 0.
~ (I~ ! \~'1 ~ TAX MAP: DB 08182 PG 1268 GROUNDWATER NOTE W 0
n !`i ~ ~ ~ ° ~ WAKE CO. PROPERTY IDENTIFICATION 1722374810 THE PRESQVCE OF GROUNDWATER SHOULD BE ANT1gPATED ON THIS PROJECT. ~ ~
o i - I EXISTING USE: VACANT LEGEI LEGEND COPITTtACTOR'S BID sHALI INCLUDE CON~DERATION FOR ADDRESSING THIS ITEM. ~
~ ° = ZONING DISTRICT: CUD-TD ROCK NOTE ~
~ ' FLOOD INSURANCE RATE MAP 37183C0551E n u ~ ~ 37183C0555E THE PRESQVq: OF ROCK (AS DEFlNED IN 1HE SIIEWORK SPEgFlCAl10N) SHOULD
0 ~ WALNUT CREEK AMPHI THEATRE D (NOT WITHIN 100-YR FLOOD HAZARD AREA) PROPOSED PROPOSED BUILDING BE ANTICIPATED ON 1HIS PROJECT. CONTRACTOR'S BID SHAH INCLUDE
~ PRIOR DEED 5383-149 5 - PRIOR DEED 4804-218 (PART OF) TOTAL OF LOTS NITS: _ CON~DERAl10N FOR ADDRESSING IRIS ITEM.
y / PARCEL PIN X1722581540 INSIDE CITY LIMITS? NO (ANNEXATION PROPOSED PROPOSED 18" CURB AND GUTTER
/ PROPERTY ZONED: R-4 REQUIRED W / N
/ LOT IDENTIFCATION: WAL-MART PROPOSED PROPOSED PARKING SPACES SEE GENERAL NOTES SHEET F FOR SITE PLAN NOTES DESIGNED BY: JWA
a ~ ~ 3 LOT AREA: 26.22 AC
e PROPOSED BUILDING AREA: 203 619 SF CC CC PROPOSED ~ ~ PARKING RE IRED: PROPOSED CART CORRAL DRAWN BY: JWA "ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL
f !I o STANDARD SPACES' 843 SPACES PROPOSED PROPOSED HEAVY DUTY ASPHALT PAVEMENT „ CHECKED BY: ALW
~ A - ° E SPACES' 27 SPACES CITY OF RALEIGH STANDARDS AND SPECIFICATIONS.
II ACCESSIBL - - - nn anrn DATE: n4_n~-n7
AULL PROPOSED PROPOSED HEAVY DUTY CONCRETE PAVEMENT GRAPHIC SCALE
y PARKING PROVIDED: '
STANDARD SPACES: 898 SPACES PROPOSED c - - - PACES: 27 SPACES CONCRETE ACCESSIBLE S PROPOSED STANDARD DUTY BEF!v0UD1° PROJECT# 015476046 CONCRETE PAVEMENT STOP I° ° ~ 1 50 100
TOTAL SPACES: 925 SPACES
e o PROPOSED RT PARKING R 7~ ASPHALT F „ WAL-MA 4.54/1,000 SF PROPOSED STANDARD DUTY c~LL 1 800 632 4949 imj~~ I ASPHALT PAVEMENT " c.ONE-ML CENIER
ON HEATED SQUARE FOOTAGE: IN FM -15
A MAXIMUM BUILDING HEIGHT 50' PROPOSED 8 PROPOSED OPEN SPACE 1 inch = 50 ft D ADAPTATION BY KIMLEY-HORN AND ASSOCIATES, INC. SHALL BE WITHOUT LIABILITY TO KIMLEY-HORN AND ASSOCIATES, INC.
o i ; < OPEN SPACE X TOTAL SITE 99,041 SF = 7X
IS DOCUMENT, TOGETHER WITH THE CONCEPTS ~ AND DESIGNS PRESENTED HEREIN, AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND CLIENT FOR WHICH IT WAS PREPARED. REUSE OF AND IMPROPER RELIANCE ON THIS DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION E TH

OpU ~ Y- 4 . K R Ro 00 - BR
NY IATI BBREV ON N A SU _ Ro o - .C.S.R, 2544 Row ~ CB = NCOOT CATCH BASIN VIATIONS STORM DRAIN SCHEDULE ~
N _ inv- SJ.~ L__ , - ~ _ _ _ - DT CATCH BASTN BOX STDS 840.01 I!< 840.02 OR 840.04 & 840.05 W/ _ PIPE OUT _ - STRUCTUR RIM INVERT _ FROM INVERT PIPE OUT _DIA PIPE OUT _
o I Ro - - US FOUNDRY 5181 FRAMs Ra . r _ _ . I~gRY 5181 FRAME/H000 AND US FOUNDRY 8003 GRATE (W/ MAX. L125-INCH GRATE ID E 6EV. 22 N~ N ~ ~ OUT LEtJGTH pNCHESj SLOPE TO NODE KImIe HOCn G) (USE STANDARD NCDOT FRAME, GRATE AND HOOD ON 74-CB) Y~
z i ~ 'Row ~ RENCE OFF-SITE - aPE~aNC) (usE sT~woAA N ~ Row , ~c _ - DCB =DOUBLE NCDOT CATCf . ROADWAY PLAN - BLE NCDOT CATCH BASN BOX STDS. 84oA1 & 840.02 oR 840.04 do 840.05 W/ 1- E 22 .5o and Associates, ~nC
3 ~ S US FOUNDRY 5181 1NDRY 5181 FRAME/HOOD AND US FOUNDRY 6003 GRATE (W/ MAX. 1.125-INCH GRATE 2-CB 247.60 232.66 3-MH 225.20 37 54 8.65 1-FE mss cNARLO~ PARK DRIr+:
- ~ .m_ _ . ~ _ ~ - THIS PLAN SET _ = Tc AN AH ~ ~ OPENMVG) (USE ST D G) (USE STANDARD Nq)OT FRAME, GRATE AND HOOD ON 74-CB). CONTRACTOR TO 240.74 48-MH sul~ 3°° CHARLOTTE, NORTH CAROLINA 28217
FUTURE _ n - _ CONSTRUC _ ~ -"SIGNAL 1UCT TWO STORM STRUCTURES AT THESE LOCA110NS WITH A MINIMUM 12" LONG, 24" 226.70 39-~B : (~04) a~-g~3~
~ aAMETER PIPE BETWEEN - ER PIPE BETYYEEN BOXES 3-MH 247.80 244.04 38-CB 233.75 218 54 0.50 2-CB FAx. (~a)
~ _A_. - a IN PARIQNG FlELD = NCDOT _ ~ - - ` n - W U.S. FOUNDRY 4' FlELD) = NCDOT DROP INLET BOX SIDS 840.14 OR 840.15 233.95 4013 ©~0°' U.S. FOUNDRY 4139 FRAME AND 8002 GRATE (W/ MAX 1.125-INCH GRAZE OPENING) 4-CB 247.20 234.64 5-CB 234.44 99 54 0.50 3-MH
r ° _•~r~ ~ - ~ ~ a (IN OTI#R AREAS) = NCOOT I RD _ , , - ~ REAS) = NCOOT DROP II~ET STDS 840.14 OR 840.15 (IN TRAFFlC AREAS-TRAFFlC 5-CB 246.75 235.41 6-CB 235.41 154 54 0.50 4C8 ~ ~ ~ ~ ~ ~
N 1 ~ _ BEARING 810.35 dt 840. _ IG 840.35 dt 840.38) W/ 840.18 GRATE 6-Cg 247.20 237.05 7-MH 236.35 188 54 0.50 5-CB J~~~ ~ARp~~'•
~ _ ~ EX = E>4S11NG STORM STRU STING STORM STRUCTURE 't <
_ ~ NCDOT JUNC110N BO DOT JUNC110N BOX S10S. 840.31, 840.32 W/ S10S. 840.54 FRAME 0 COVER 7-M H 248.20 239.21 34-CB 237.51 92 48 0.50 6-CB Q'; • F Es s i o ~ DOT PRECAST CONCRETE END WALL S1D. 838.80 237.71 8-CB :Qe°
~s~ FE NCDOT PRECAST Ca ~ ~ ~ a ~ ' V - T , ~ . ~ ~ DS - DOWNSPOU ,REFER WNSPOUT, REFER TO ARCH/MEP PLANS FOR DOWNSPOUT BOOT DETAIL 8-CB 246.50 243.30 16-CB 238.42 142 48 0.50 7-MH
~ - m 1 ~ ~ ~ , ` ~ CO =STORM CLEANOUT (S . ; DRM CLEANOUT (SEE DETAIL) 238.92 9-CB
~ ~ 1 cs = caNTRa sTRUCTU~ NTROL STRUCNRE (SEE EROSION CONTROL DETAILS) 9-CB 246.50 240.03 10-CB 239.53 121 42 0.50 S-CB ,9G'.,F,y~ ~ NE~`~'
~ ~ ~ ~ RD = ~TERNaI RooF oRA 255 ~ ~ ~ TW =TRUCK WELL DRNNS ERNAL ROOF DRAIN, REFER TO ARCH/MEP PLANS FOR DETAIL 240.03 10-CB S `
i sr X48 ~ ~ ~ _ m ~ IRD INTERNAL ROOF DRA JCK WELL DRNNS 10-CB 246.50 240.35 11-CB 240.15 24 36 0.50 9-CB ~'••T/~ L. ~P`~, ERNAL ROOF DRAIN 11-CB 246.50 242.65 26-CB 240.95 121 36 0.50 10-CB 7
t ~ ~
sr Icy 1 ar ~ 1 TY OF RALOGH 241.15 12-CB
~ ~ S EASEMENT - t ~ 12-CB 246.50 242.75 13-CB 241.75 120 36 0.50 11-CB PERM IT SET
~ ~ _ _ ~ ~ LEGEND 242.75 13-CB 13-CB 246.50 0.00 32-CB 242.88 25 24 0.52 12-CB PRELIMINARY
ti ~ 243.38 14-CB NOT FOR CONSTRUCTION
~ + t ~ ti t M 14-CB 248.40 0.00 33-CB 244.29 181 18 0.50 13-CB
~ ~ -875 - -675 - CONTOUR ELEVATION 245.20 15-CB
C 4 .76 ~ ~ TP 248.6 ? ~ ~ ST ST STORM DRAIN 15-CB 251.25 - - 248.05 89 18 3.20 14-CB
16-CB 247.10 - - 243.90 25 18 2.40 8-CB
~ , 1 ~ ~ ~ sf 1 ~ - - - - - BUILDING DRAIN PIPES 17-CB 250.50 243.79 18-CB 243.29 139 36 2.35 9-CB
~ ~ 1 ~ E>asTrlc an aF 18-CB 250.50 244.11 20-0I 243.91 23 30 0.52 17-CB
248.6 ~ 4 . 248.5 ~ ~ RAlE1GH _ 4 `r-----------' EASEMENT TO ~ 8.5 ~ 48.5 1 ~ FLARED-END-SECTION 246.60 19-CB
1 ) y ~ 1 ~ ABANDONED 19-CB 251.70 - - 248.50 122 18 1.56 18-CB
248.6 SEE DETA~ A ~ s. ~ ~ ¦ DROP INLET 20-DI 258.50 246.04 21-MH 245.54 285 30 0.50 18-CB 21-MH 258.00 246.52 22-CB 246.42 75 24 0.51 20-DI
4 . 4 . FOR COMPACTOR BLOW-UP ~ i (THIS SHEET) 48.3 ~ ~ ¦ CATCH BASIN 22-CB 252.00 248.67 23-CB 248.07 309 24 0.50 21-MH
~ 1 248.15 248.67 23-CB
1 ~ 4. 1 ~ ~ ~ MANHOLE 23-CB 252.00 248.87 24-DI 248.80 26 18 0.50 22-CB
4 . FRENaI ORAN1 CONTRACTOR TO i ~ ® 24DI 252.90 = 249.04 33 18 0.52 23-CB
SUGHTIY MOD~Y ROUTING lN1DER WETLANDS TO BE FpJ.ED 48.5 ~1 ~ RIP RAP APRONS 25-DI 252.90 248.83 32 15 0.50 22-CB
~ rl¦~ BUM.aNG PAD TO CEN11R FRENCH aSTURBEO AREA = APPROfL = a ~ ~ ~ ~ "°4 A GRAIN BETWEEN COLUMN UNES. 0.1754 ACRES 26-CB 247.10 - - 243.90 24 18 5.21 11-CB
REF: DETA~ SHEET FOR ~ ~ r' 248.3 - USACOE PERMIT N0. - - ~ e1 ~ ( ~ ~ s~ 27-CB 250.25 244.18 28-CB 243.48 133 24 0.55 12-CB v7
FRENaI aTAIN DETAIL SAW-2008-20145) 1 ~ 11~ .Ire R 247.8 244.18 28-CB ~
. U ~ i ~ , R i 28-CB 250.20 244.50 29-CB 244.30 25 18 0.50 27-CB N 244.50 29-CB >
248.7 ~ AT RAIN ~ ~ ~ 244.35 ~ w 29-CB 252.10 - - 248.90 122 18 3.61 28-CB ~
~ I ; W 45.12 as.a ~ s 30-CB 248.50 - - 245.30 173 18 0.46 28-CB
W 47.1 ` 249.0 ~ 31-DI 258.95 - 250.50 266 18 2.38 27-CB ~
p ` 248.7 32-CB 0.00 - 0.20 57 15 0.35 13-CB o
248.7 ~ ~ , 33-CB 0.00 - 0.20 13 15 1.54 14-CB
W ~ ~ ~ ~ ~ ~ A44WAL - RIP-RAP APRON 83 aa.~1 34-CB 246.50 242.10 35-CB 241.60 97 30 2.46 7-MH ~
W . 35-CB 250.00 246.80 36-DI 246.10 134 24 2.99 34-CB z
47.2 ~ ? ~ 48.9 244 PROPOSED SEGEMENTAL ? ~ RETAMING wAU IMTH 246.80 36-DI
~ aIAINI.INK FENCE oN TOP N ~ WITH 8' GATE DETAIL A 258.90 - - 249.79 308 18 0.97 35-CB
W 248.31 p ~ ~ , 37-CB 250.75 - - 247.55 122 18 0.61 35-CB
4 Z COMPACTOR BLOW-UP 38-CB 247.40 - - 244.20 33 18 0.50 3-MH
ITS OF WETLAND TO J ~ 41, AIN SCALE: 1'=20' 39-CB 248.20 234.30 50-MH 233.30 96 36 6.88 2-CB ~ a o 234.22 40-CB ~ g
Q p SEE DETAIL 'B REM 40-CB 248.20 237.09 41-MH 236.99 267 24 1.04 39-CB
FOR COMPACTOR BLOW-UP ~ 41-MH 247.90 239.52 47-MH 237.43 34 24 1.00 40-CB ~ F- w ~ o
U 248.31 ~ ~ ~ i ~ N PROPOSED 317 lF 237.93 42-MH ~ w ~ Q
o I I T' AT WALL I SEGMENTAL RETANING wAu 42-MH 248.15 238.80 43-MH 238.60 18 18 3.72 41-MH ? a ~ ~ M z r`
Q 4 ' 244.83 i I WITH awNUl~c FENCE ON ~ i ~ ~ ~ ~ 1T1P NI1H 8 GALE N 43-MH 248.33 239.16 44-DI 238.96 31 18 0.52 42-MH ~
~ , •...i'. i! 44DI 245.80 241.77 45-DI 239.96 159 18 0.50 43-MH ~ j ~ a
C-195-SGR-OR 48.28 45.12 r •'~.•e•.•..,•,..,, 4. 240.16 46-0I O w w
203,819 S.F. APPROX. A D AIN 45-DI 245.75 - - 242.50 146 18 0.50 44-DI ~ z o w w 46-DI 243.80 - - 240.50 68 18 0.50 44-DI ~ O o j ~
~ _ 244.5 ~ FFE - 249 . • , N 47-MH 248.80 - - 240.35 51 18 1.63 41-MH
o - , 48-MH 248.05 241.32 49-MH 241.12 38 18 1.00 2-CB ~ ~
G 4. ~ , z a ~ ~ A 49-MH 248.75 - - 242.62 75 18 1.73 48-MH Q m
48, 49.0 49.0 - ~ 50-MH 247.80 244.52 51-MH 234.47 34 24 0.50 39-CB ~ ~
48.35 ~ , TO UR 234.96 52-MH
2~ 51-M H 248.25 - - 245.05 48 18 1.10 50-M H ~
s 12-05-05 48.5 ~ ~ S A 46.93 I 52-MH 248.80 - - 240.55 60 18 9.32 50-MH
248.7 END OF WALL ' a~.s 53-FE 216.00 212.80 54-CS
~NIRACTOR SHALL REFER TO ARCHITECTURAL ~ 225 1 , 4 . PLANS FOR EXACT LOCATION AND ONIENSONS - 4 r - ' 54-CS 227.40 - - 224.20 166 18 6.87 53-FE ~ 0
OF VESTIBULE, SLOPED PAVING, E)aT PORCHES, 48.5 - GENERAL NOTES Y
_ _ _ _ _ - - RAMPS, AND 1RUCK DOORS, PRECISE BUN.DING ~ DWQISIONS AND EXACT U11UTY ENTRANCE '
47.9 LOCATIONS. E DETAIL B 1. ROOF DRAIN AND DOWNSPOUT INVERT ELEVATIONS SHAH BE 4' BELOW FlNISHED ~ O FLOOR ELEVATION. UNLESS OTHERWSE NOTED. ~ o m a
I COMPACTOR BLOW-UP 2. BUILDNG DRAIN MANHOLE COVERS ARE TO BE PERFORATED oR SLOTTED. J ~ z ~ ~ z
47.27 SCALE: 1"=20' 3. BUIIDING DRAIN PIPES TO SLOPE 01.OOX MINIMUM UNLESS OTHERWISE N01ED. ~ z } 0 _ 4. CUT AND FlLL SLOPES SHALT. HAVE SIDE SLOPES NO STEEPER THAN 4H:1V EXCEPT AS ~ ~ ~ ~ J
- - - - , TREE PROTEC110N . PR0410ED BELOW: ~ ~ Q Y ~
o _ a , .9 A. SLOPES BETWEEN 3H:1V AND 4H:1V MAY BE ALLOWED, UNDER SPEgFlC ~ O O ~ Q ~
48.1 ~ gRCUMSTANCES AND APPROVED BY THE ENGINEER, IF STABILIZED WITH PERMANENT ~ Z ~ a ~ _
, 248.2 48.26 SLOPE RETENTION DENCES OR A SUITABLE COMBINATION OF PLANTINGS AND ~ L1J z U = ~ RETENTION DEVICES. ~ ~ O ~ 0
48. ~ ~ B. WHERE "STANDING WATER" IS DISCOVERED BY THE TOWN INSPECTOR, THE AREA WILL a ~ ~ o ~ z
NEUSE RIVER 8E REGRADED AND/OR CATCHBA9NS INSTALLED TO CORRECT THE DRAINAGE ~ fn N Q
48.4 - - ~ ~ 1s C~ BUFFER NOT TO BE ~ ~ ~ PROBLEM. ~ Q
~p 48'7 48.5 48.45 SIURBED) • C. THE GRADE AWAY FROM FOUNDA110N WALLS SHALL FALL A MINIMUM OF 8 INCHES w ' ~ WITHIN THE FlRST 10 FEEL ~ a ~
G D. PRIOR TO THE ISSUANCE OF A CERTIFlCATE OF OCCUPANCY, THE DEVELOPER WILL ~ ~ ~
. ~ - 49.0 - - - - PROPOSED RETANIED ~ ~ ~ - MATH aiAINI.INIC FENCE ON Is•co •1s'c 18'sb SUBMIT A VIDEO INSPEC110N OF THE STORM SEWER SYSTEM, (BOTH PUBLIC AND Z
4 .85 ~ °te'c 48.92 •1a•c PRIVATE). THIS SUBMITTAL WILL NEED TO BE fB:VIEWED ANO ACCEPTED BY THE TOWN a.
49.00 48.8 14?l0 PRIOR TO THE ISSUANCE OF A BUILDING PERMIT. 5. THE MINIMUM SLOPE OF DRAINAGE SWALES IS 0.50%
of ' THE MNIMUM SLOPE OF ROADS IS 0.70X.
48.85 e187 ~ 48.7 PROPOSED ~ 1REE 1EC110N FENCE 18~so2 . THE MINIMUM SLOPE ON THE LANDSCAPED AREAS IS 20X.
~ 49.00 8. ~ SEGMENTAL RETANINIG TyP, oos•c ~ 4 Isc THE M911MUM DRAINAGE SLOPE BETWEEN BUILDINGS IS 2.0X. Js•c ou c THE MINIMUM DRAINAGE SLOPE ON THE PARKING LOT IS 1.0X.
~ 4 00 00 ~ ) P4~ Z p 8 85 48.45 48.85 WAIL 7' IN HQGHT ~Z+ c \ °30 ~ THE MINIMUM CROSS-SLOPE ON ROADS IS 20X 0 Z
187 a 248.2 49. 48.45 Ist 8. CONTRACTOR TO INSTALL UNDERDRAIN SYSTEM AROUND ALL LANDSCAPE ISLANDS.
tr WATER ~ 48.4 48.4 1s 1. REFERENCE SI#ET C-2 FOR PAD PREP NOTE. Z 's c° 8. REFERENCE SURVEY SHEETS FOR OFF-SITE BENCHMARK LOCATIONS. Q ~ _
v sr QUALITYIQUANTITY 18, ~ 48.6 EXTENDED DETENTION 18~ ? rrnn NN
a 248.6 ~ WETLAND ~
~ - ~ , ° 48.4 \ ~ V LL ' >w,5t \ GROUNDWATER NOTE ?
i i PERMANENT POOL ELEV. = 222.0 ' ' a ~ THE PRESENCE OF GROUNDWATER SHOUID BE AN11gPATED ON THIS PROJECT. ~ Z
A - AREA AT PERMANENT POOL = 40,390 SQ.FT. , Y 247.9 4 .4 4 . _ CONTRACTOR'S BID SHALL INCLUDE CONSTOERA110N FOR ADDRES~NG THIS ITEM. ~ Q ?
°o \ 18c° ROCK NOTE
i ~A GUIDE RAIL • THE PRESENCE OF ROCK (AS DEFINED IN THE SITEWORK SPEpFlCA110N) SHOULD ~
c - ' ' z+'~~ BE AN11gPAlED ON THIS PROJECT. CONTRACTOR'S 810 SHALL INCLUDE
vii - so°Eo CONSIDERATION FOR ADDRESSING THIS ITEM.
RIP APR
-
d o ~ sr • , SEE GENERAL NOTES SHEET F
~ ~ ~ S' FOR GRADING PLAN NOTES DESIGNED eY: JWA 121•
v 4.4 15 B 15~e . s•6 TP ~ WETLANDS TO BE FlIIED ~ d.
r aS1URBE0 AREA =APPROX. ~ SILT/1REE "ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL DRAWN BY: JWA
~ 0.0184 ACRES PROPOSED RETNNED SLOPE PROlEC110N IM1H alAN1UNK FENCE ON FENCE ALONG oae~ ~ ~'-sal,se (USACOE PERMIT NO. EfOSTA1G STREAM ~ CITY OF RALEIGH STANDARDS AND SPECIFICATIONS." CHECKED BY: ALW
in ¦ TOP /unr m er n,en mrn~ / ~ _ ~A~FP CI OPFS
SAW-2006-20745) %nvi iv a wawa~ow) oat V TYP.) 024V
i ~•v PROPOSED SEGLENTAL RETAINING PROPOSED 180 LFt z4~ ' J MAG %4G ~ GRAPHIC SCALE DATE: U4-UU-Ur aeFORE YOU as PROJECT- 015476046 200 ~,"HoTOp o 25 50
RETAINED SLOPE WITH ~ aet e ~ WALL NTH CHAINLINK FENCE ON CHAINLINK FENCE ON TOP REE PROTECTKlNOp RETAINED Now me. Noun
TOP T (TyP-) 7PR SLOPE IMTH CHAINUNK now 024-H CALL 1800 632 4S4S
FENCE ON TOP a GONE CALL
CD rr3 THE LAW ( IN FEET) I
EbS11NG NEUSE BUFFER a 1 inch - 50 ft. C- 6
THIS DOCUMENT, TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN, AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND CLIENT FOR WHICH IT WAS PREPARED. REUSE OF AND IMPROPER RELIANCE ON THIS DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY N as1o
DAPTATION BY KIMLEY-HORN AND ASSOCIATES, INC. SHALL BE WITHOUT LIABILITY TO KIMLEY-HORN AND ASSOCIATES, INC.

- ~ ~ t _ - 4. GARLAND F POOLE ~ ; i 6 - 4. STORM DRAIN SCHEDULE ~
C DEED: 1172-312 ` ~ 11 0 ' PARCEL PIN # 1722265835 ~ ~ J ~ ,i~a oa ' RIPE OUT -
N PROPERTY ZONED: R-6 ~ I oa _ - STRUCTU RIM ~INVERT_ FROM INVERT PIPE OUT DIA PIPE OUT Kimle Horn
RESIDENTIAL + 'i (1 . r ~ ID ELEV. IN NODE OUT LENGTH (INCHES) SLOPE (36)T0~N0DE
A i i ij A ~ ' t. , ? - I ~ _ ~ 1-FE 226.50 222.00 2-CB and ASSO~Ia - _ _ tes, nc
_ ~ 2 1. Ob 2-CB 247.60 232.66 3-MH 225.20 37 54 8.65 1-FE 4651 CHARL.OTIE PARK DRIVE M.
_ ; ; as RICHARD JOYNER & FRANCES S BROOKS REFERENCE OFF-SITE ' ~ = - " SIA1E 300 240.74 48-M H CHARLOTTE, NORTH CAROM 7 . J .,w _ _ _ ~ NA 2621
E ~ 11 _ ~i DEED: 6406-668 r~L ~ a - - PHONE [phone] 39-CB FAx:
' ~ PARCEL PIN # 1722276122 ROADWAY PLANS l PROPERTY ZONED: R-6 3-MH 247.80 244.04 38-CB 233.75 Z18 54 0.50 2-CB 0 D c
~ ~ RESIDENTIAL i i, ! ~ i+~Q N R ATI NA EV LoPM NT ~ r / ~ - r (THIS PLAN SET) CO G EG O L D E E I, p 233.95 4CB . : ............4CB ...................24720.............234.64.................GCB..........----234.44......................99...........................~.~......................o_~~...........3•MH.........................................
n o _ - FUND INC - i~ i f~,.:ei ..........._5-CB ................._246.75.............235:41..................6-CB..........____235,41.....................~~........................~~......................6:~...........4CB...........................................
N D: 9538-2622 ~ ~ DEE Z PARCEL PIN # 1722266831 ~ r~ ~ r_! ~ ~ 6•CB 247.20 ......23705 ..............7-MH..............._236.35...................~.$$.........................64....................6.~0...........5•CB......................................... CAR~~
1 ~ r N i PROPERTY ZONED: R-6 ~ u . 7-MH ......248.:20 ...............239.:21.............34CB 237.51 92 48 0.50 6-CB : p~;~FESSi''• ~1,~%
RESIDENTIAL ~ ~ ~ p r r, l i " c. . p ~y'. ~ . ~ 237.71 S-CB
::a~ v~ : ~ B-CB 246.50 243.30 .....1.6-CB........._...238:42 ....................142 48 0.50 7-MH .
~ i ~I 635.3 r.. ,~,-r-' ~ .:~~y r / ~ ' 238.92 9~CB
1 u Ro r~-° ~e , ~ ..........._9•CB-.-............246 50 .............240:03................10-CB 239.53 121 42 D.~ B-CB %9(, ~'ti NG ~ NE~~~
TREE PROTEC110N ' _ 240:03........ 10-CB '.,sJ~~N ~ P
(TYP.) 10-C8 246.50 240.35 11-CB 240.15 24 36 D.50 9-CB ~ • r
11-CB 246.50 242.65 26-CB 240.95 121 36 0.50 10-CB
241.15 12-CB 48.7
' i I „f ...........12-CB .................246:50...._. _._242:75...............13•CB 241.75 120 36 0,50 11-GB - 242.75 13-CB
TOPSY W COLEMAN ? ~ ~ ' - ~ PRELIMINARY FRENgI DRAIN CONTRACTOR TO ...........13-C6 .................246:50___ __..__0:_00...................32-CB........._...242.:$$........................~.'~............................~~......................~:~2...........12-GB...................................... NOT FOR CONSTRUCTION
DEED: 1115-405 ~ ~ f 11 ~ - . ° ~ ~ ~ ~ ~ 1 254.0 PARCEL PIN # 1722267737 11 ~ ~ 1 I' .~.i,' y, ~ ~~a $U~TLY LIODIFY I SUGHTLY MODIFY ROUTING UNDER 243.38 14CB
Rp PROPERTY ZONED: R-6 ~ ~ jI ' _ w~,"'r_•--- ~ i ~.-f.. BUN.DING PAO TO RESIDENTIAL ~ r Yi 0 / fO~J a BUN.DING PAO TO CENTER FRENCH
, i ti 252.18 _~1, , + s ~ ti REF: DETAIL SHEE' DRAIN BETWEEN COLUMN LNES. ' ...........14CB ..................248:40......,.. 0.00 33-CB 244.29 181 1 B 0.50 13-CB REF: DETAIL SHEET ,FOR 245.20 15•CB
R - 11 - f,,,i _ FRENCH DRAIN DEl aw ~ 01 FRENCH DRAIN DETAIL 15-CB 251.25 - - 248.05 89 18 3.20 14-CB
Rp i a ~ 16-CB 247.10 - - 243.90 25 18 2.40 B-CB
1 ~0 _ ~i ~ ~ ' ti 247.6 17-CB 250.50 243.79 18•CB 243.29 139 36 2.35 9•CB
o- ~~z ~ iL- / ~ ~ ti~ 255.2 ~ 251.84 , ...........18-CB............ 250.50 244.11 .........20•DI__.._........243:91 .......................~~...........................30......................6.:62........... ~~.-CB........................................
q ,,,~I? ~ 1 ti ci 246.60 19-CB ~ ry ~R - 19•CB 251.70 - - 248.50 122 18 1.56 18-CB
~ ft I N N N a `1 ~r .............20-DI....................258..50...............246...04..............21-M H..............245.54...,..............285.........................30........................0.50............1 B-CB......................................
Caw 1t r ~ ~ _ ~ - - a+ ti 0 ~ _ - 11 f /TREE PROIECiION TYP r~, ~ ~.r ..........21-MH ...............258:00...._ ......246:52...............22-CB_-_........246:42......................?~...........................24......................0.:~~............ 20-DI...........................................
F ` ~u - 51 _ ~N + tP 22-CB 252.00 248.67 23-CB 248.07 309 24 D.50 21-MH
~ ' Z4B.67 23-CB
p 2 6.0 23•CB 252.ITJ 248.87 24DI 248.80 26 18 0.50 22-CB
Ra~r + f y ' 24~ .252 ~ 249.04 33 18 0.52 23-CB
25-DI 252.90 - - 248.83 32 15 0.50 22-CB
t ' ~ ~1 y ~ ~ ~ ~ I ~ 256.2 _ - 26-CB 247.10 - - 243.90 24 18 5.21 11-CB
~~'I ~ ~I~ ~ ~ 255.61 n r ..........27-CB... .............250:25.............244.18...............28-CB...............243:48..................._133..,......................24.......................~.:5.`~............12-CB...................................... Z
t ~ 244.18 28-CB p V ...........28-CB .................250.20.............244.50...............29-GB...............244.30......................~~............................1.$.......................0.50...........27-CB....................................... _
' i' ~ CAST IN PLACE ANTHONY B SR & PATRICIA T PERRY ~ ~ DEED: 10249-1682 ~ ~ { ~ RETAINING WALL
MAP BOOK 2003-1712 _....244.:~~.............._29~CB.........---...................................................................................................._...._.............................................................................. ~
P PI 17 ~ ~ ARCEI N # 22360622 PROPERTY ZONED: R-6 ' ~ i~ ~ ~ ~ st W 29-CB ..................252.:6.._............_..- - 248.90..................~...~.1..........................~.B.......................3:61............28-CB....................................... GCB 248.50 - - 245.30 173 18 0.46 28-CB
RESIDENTIAL ~ 1 ~ 55.61 eT _ ni, ~ I - Ill ] ' _ ............31-DI ..................258:95.......................-...............................-......................250.:0....................266..........................1. ~ :38........... 27-CB....................................,... ~
I ~ ~ ~ - 56.2 sr _ ,4~ I~ ~ ~ t t ~ t (n 32-CB D.oD - - D.2D 57 _............1. ~.......................0.:3~...........13-CB.:..................................... 0 ~ ~ N y ti ...........33-CB.....' ...............0.00.......... ..........._.....................D.20.......................13 15 1.54 14-CB
i ~ Sr ~ ~ 'P Q c~ c1 cy N ~ d d
! w I I ~ ~ ~ ~ 34-CB 246.50 242.10 3FrCB 241.60 97 ..........................30......................~:46...........7-MH.....................................__ O .
1 ~ 256.5 ~ !1(~ 1 ~ ' Ill ...........35•CB ..................250.:00...............246.:80................36•DI.....-........246:.1.0_...............1.34..............__..___24......._...............~:99...........34-CB....................................... z
i ~ I (n 246.80 36-DI _
_ ~ ~ ~ ' 36-DI 258.90 - - 249.79 308 1 B 0.97 35-CB
'4 as 256.4 f W 37-CB 250.75 - - 247.55 122 .........................~.8...................... ~ :61............ 35-CB..............,._.._........_........ 3B-CB ................_247.40 - - 244.2D 33 18 0.50 3-M H
At ~ ~ ~ ? 1 o 47. t ? ....._39•CB....... ..24820... 234.30 5aM H .233..3D.. ........36 ......6.:88....... 2-CB......................._............. ~ o
( 254A 2 0.7 a ! J ...........23a:22 ..............Aaca............ ~ ~
. . :E~ { , ' = 40-CB 248.20 237.09 41-MH 236.99 267 24 1.04 39-CB ~ ~ N
ULICE WILLIAMS ~ ~ ' 41-MH 247.90 239.52 47-MH 237.43 24 1.00 40-CB ~ ~ w r °o ~ ~ ~ a
S. DEED 6336-356 ~ I+ ~ 237.93 42-MH w ~ ~ o
PARCEL PIN #1722360622 N ~ ~ g 256 0 PROPERTY ZONED: R-4 ~ ~ Q „-....,42-MH.- .............248.1.5 238.80 43-MH 238.60 18 18 3.72 41-MH ? ~ = Z N
RESIDENTIAL i ~ ~ i rd+ 254.0 0. N I I ~ I 247.17 ~ 43•MH ....-248:33 .............239.:1.6........ 44DI 238.96 31 18 D.52 42-MH W ~ ~ ~
I ~ I ~ + i ~i + o i ( ~ 1( S 44DI 245.80 241.77 45•DI 239.96 159 1 B 0.50 43-MH j Q
{ ~f ~i & S~' 240.16 46•DI ~ w w _ 45-DI 245.75 - - 242,50 146 1 B 0.50 44-DI N z c ~ w
~ ~ ~ (I ~ ~ k i III p o ~ ' 46•a 243.80 - - ......240.50 ...................6.8..............._.........~.8......................~:56........._44-DI.._.._................................. ~ ~ N Z
U ~ , 1!~ d , I 47-MH 248.80 - - 240.35 51 _ . ...............1.8............. --___-1:63__...... 41-MH...................................... ~ O
Z ~ i. I ~ ' 4~MH 248.05 241.32 49-MH 241.12 38 1 B 1.00 2-CB Z
( ~ + ~ ~ s ~ f f ti ~ y~' h N h of t I I II h N N ti N ~ V~
i ~ 7.7 N sr N H ~ ~ a' .........49-MH ................248.75.......................-...............................-................__..242.:62.....................~~-........................~.8............ __._._x:73.._...... 46-MH......_.............................. ~ m ~ ~ ~ ' S0-MH 247.80 244.52 51-MH 234.47 34 24 0.50 39-CB z
I F sr ! H - ] 234.96 52-M H w
~ ~ {I - sr I ? .i I _ 7. 256.2 51-MH 248.25 - - 245.05 46 18 1.10 50-MH
~ I 52-MH 248.80 - - 240.55 60 18 9.32 50-MH
t ~ r .53•FE 216.D0 212.80 54-C5 - ~ 0
v.. ~ry~: 54CS 227.40 - - 224.20 166 1 B 6.87 53-FE
I ~1 iu 255.6 - _ ' ~ Y
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~ 6.4
~ / ? + r,. J r }~~Z
/ y~ + ' ~ z}o- -675- CadTOUR ELEVATION ~ ~ N ~ ~ o
~ f~ ~ +1 ~ ' w~
/ ~ i I ~ ~ dl ~~..__._..w~ I~ ~ sr STORM DRAIN ~ ~ o ~ Q ~ c~
~ ~ ~ ~ ~ 256.3
/ N ~ hry N M ti N REFERENCE OFF-SITE 250.7 ti ~ - - - - - BUILDING DRAIN PIPES ~ W z ~
24 0 ~ 2 7.18 4' - ' a 0 o~Wz 247.17 ' ~ ~ FLARED-END-SECTION ~ ~ F °z qw
ROADWAYPLANS , _ ~ cn a
(THIS PLAN SET) ' ~ ¦ DROP INLET a
t'+ 7. 256.5
111 ~ ti~ 247.1 R 247.17 ' ~ ¦ CATCH BASIN ~ 3 0 o z
TR T A KI JOHNS SR ~ II ~ f US EE J C E ~ I I ~ z54.o 250.7 o!
DEED 11320-1303 ~ PARCEL PIN #1722363426 p ~ f ~ it S>~ ~ ® MANHOLE a
PROPERTY ZONED: R-4 ~ I( ~ 7.6 RESIDENTIAL ~ 1i ~ _ ® RIP RAP APRONS
I`}' ' GENERAL NOTES
f i f
~ ~ ~ ~f ' 1. ROOF DRAIN AID DOWNSPOUT INVERT ELEVATIONS SHAH BE 4' BELOW FlNISHED NOTES: CONTINUED FLOOR ELEVAl10N. UNLESS OTHERWISE NOTED. 5. THE MINIMUM SLOPE OF DRAINAGE SWALES IS 0.50X. Z
~ 2. BUILDING DRAIN MANHOLE COVERS ARE TO BE PERFORATED OR SLOTTED. THE MMIMUM SLOPE OF ROADS IS 0.70X.
A N H ry ~ ~ h h ~ ~ a f 1~ ~ 2 sr ti N ~ ry ti~ ry ' 3. BUILDING DRAIN PIPES TO SLOPE 01.OOX MINIMUM UNLESS OTHERWSE NOTED. THE MB~IMUM SLOPE ON 1HE LANDSCAPED AREAS IS 2.0X. Z J
~ I TREE PROTECnaN s I ~ 257.0 - 4. CUT AND FlLL SLOPES SHALL HAVE SIDE SLOPES NO STEEPER THAN 4H:1V EXgPT AS THE MMIMUM DRAINAGE SLOPE BETWEEN BUILDINGS IS 2.0X.
~ a` t , 1j1 (n'p,) sr o PROVIDED BELOW: THE Mp~IMUM DRAINAGE SLOPE ON THE PARKING LOT IS I.OX Q a = A. SLOPES BETWEEN 3H:1V AND 4H:1V MAY BE ALLOWED, UNDER SPEgFlC THE MRIMUM CROSS-SLOPE ON ROADS IS 2.0X. ~jJ
n f rl! r gRCUMSTANq:S AND APPROVED BY THE ENgNEER, IF STABILIZED WITH PERMANENT 6. CONTRACTOR TO INSTALL UNDERORNN SYSTEM AROUND All Z Ur ~
~ { ,l ~ ° ~ r SLOPE RETEN110N DEVICES OR A SUITABLE COMBINAl10N OF PLANTINGS ANO LANDSCAPE ISLANDS. Q O
i ~ I ~ ~li r TMar _ RETEN110N DEVICES. 7. REFERENCE SURVEY SHEETS FOR OFF-9TE BENCHMARK ~ B. WHERE "STANDING WATER" IS gSCOVERED BY THE TOWN INSPECTOR, THE AREA IMLL LOCAl10NS. Z (n
+ ~ + 111 Y , ~ I , ~ ~ ~ TREE PROTECnoN ~w-,-, ~ REGRADED AND/OR CATCHBAS~NS INSTALLED TO CORRECT THE DRAINAGE ~ Q
o I ~~~n ~~'~rv~.Y.y~ PROBLEM. ~
9 j f + ' C. THE GRADE AWAY FROM FOUNDATION WALLS SHAH FALL A MINIMUM OF 6 INgiES L. WITHIN THE FlRST 10 FEEL ~
C I t t ~C, D. PRIOR TO THE ISSUANCE OF A CERIIFlCATE OF OCCUPANCY, THE DEVELOPER WILL
~ ~i v ~ ~ ~ + SUBMIT A VIDEO INSPEC110N OF THE S1ORM SEWER SYSTEM, {BOTH PUBLIC AND
y ~ ~ ! I ;I i ' PPoVATE). Tr~S SUBMITTAL Wlll NEED TO BE REVIEWED ANO ACCEPTED BY THE TOWN
~ WALNUT CREEK AMPHI THEATRE ~ PRIOR TO THE ISSUANCE OF A BUILDING PERMIT. F
d PRIOR DEED 5383-149 SEE GENERAL NOTES SHEET -
~ % r PRIOR DEED 4804-218 (PART OF) a0 I PARCEL PIN #1722581540 DESIGNED BY: JWA FOR GRADING PLAN NOTES DRAWN BY: JWA
e m ! PROPERTY ZONED: R-4 /
j ? "ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL CHECKED BY: ALW
i3 3
CITY OF RALEIGH STANDARDS AND SPECIFICATIONS." neTT:• n~_na_n~
! GROUNDWATER NOTE )TE `X GRAPHIC SCALE
$ r ~ THE PRESENCE OF GROUNDWATER SHOULD BE ANTI( SHOULD BE ANTICIPATED ON THIS PROJECT.
CONTRACTORS BID SHALL INCLUDE CONSIDERATION a 100 PROJECr 015476046 CONSIDERATION FOR ADDRESSING THIS ITEM. BEFORE You m 50 25 50 no
3 r' -24&09 - 48, t :STOP
ROCK NOTE ,,~~GG CALL 1800 632 4949 C-1 l
THE PRESENCE OF ROCK (AS DEFINED IN THE SITEW f f I ( - - - BE ANTICIPATED ON THIS PROJECT. CONTRACTOR'S I VED IN THE SITEWORK SPECIFICATION) SfI0Ul0 c.oNe-cui. IN FEET )
CONSIDERATION FOR ADDRESSING THIS ITEM. CONTRACTOR'S BID SHALL INCLUDE ms T~MLAW 1 inch = 50 fk THIS ITEM.
THIS DOCUMENT, TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN, AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND CLIENT FOR WHICH IT WAS PREPARED. REUSE OF AND IMPROPER RELIANCE ON THIS DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY KIML 'TA11ON BY KIMLEY-HORN AND ASSOCIATES, INC. SHALL BE WITHOUT LIABILITY TO KIMLEY-HORN AND ASSOCIATES, INC.

pC T 1 MAX. FOR SLOPE ENTERING SLOPE 3 0
1+ STABIU2AnoN AND PLANT MATERIAL. KimleyHorn
, . ` ~ 177 and Associates, Inc
AQUATIC PLANT MATERIAL (TYP.), ~ PARK
_ _ . _ ~ ~ \ I ~ ~ ~ t . i v ~ Jay ° SEE PLANTING PLAN, ~~~pt~NO~51MGlINA 28217
` J o FAx (Ta4) au-asws
~
\ ~ 1
~ SEE PLANT LIST FOR MAX. PLANTING DEPTH
n ice. , I ` ~ \ ~ ~ ~ N CA •M••
o y . ~ 11 1 ` ~ POND NORMAL WATER LEVEL QQ • •
~ ~ ~ 1 . . i'
. . ~ 1 . . _ 1 . i I POND SIDE SLOPES 3 TO 1 MAX, H N Z I ; ~
. --x-,22 I ~ - ~ 2
~ .5
221 I I I I 27 I . .
~ i ~ I VIII w rau~ , • t~ - - PLANT ALl AQUATIC MATERIAL IN
~ I ~-III-- TOPSOIL. SEE NOTES FOR DEPTH OF TOPSOIL.
i ~ -~1 i i~T~l I 1=1I I~I11-1I 1= I I~~
2 I I - i~ ~I ~II~III~II~~'-- EXISTING UI~ISTURBED SUBGRADE. PERMIT SET
r ~ i PRELIMINARY
i LP 219 I I ~ NOT FOR CONSTRUCTION
+ ~ I I I
III-u OPEN WATER WETLAND AREA PLANT DETAIL
I I ~ ~ , I I ~ ~ N.T.S.
PROPOSED 70 LF 222+ I
2 . 1 2 NTAL TAINING WALL SEGME y _
• t +
~ ~ + +
; P TECTION TYP, + + + N, TREE + EXISTMIG GRADE
~ k f T T ~ + + T \ 222 ~ ~^Y~ .~~~A~'j. y y OR PROPOSED GRADE
h ~ } ;.,,u ~ ~ ~ . ~ I x• II 4 INCHES MULCH
~ l ~ ( SEE LANDSCAPE NOTES FOR TYPE MULCH
~ v ~ + + + CUT BACK SLOPE TO
+ IVER ~ NEUS PROVIDE A FLAT SURFACE F SHRUB 15 8 Bt B, THEN FOR PLANTING REMOVE BURLAP Bt ROPE
222 \,A,~ ~q ~ ~,A \ ~ \ ~ ~ ~ FROM TOP 1/3 OF BALL
. , BUFFER BACKFiII MIX G
~ I ~i + +
• ~ , ~ i ~I + + II ~ \ i ~ ~ ~ I ~ NDISTURBED SUBSOIL 0:
•I ~ ~ ~ ~ / \ ~ SHRUB PLANTING ON SLOPE ~ ~
~ N.T.S. 0 ~ _ WAL•MART STANDARD DETAIL
~ \ ~ 222 , \ ~ - - ~ \ ~ DOWNLOAD DATE OSA&CM
f ` \ ~ O \ Z
\ ~ ~ ~ ~ ~ \ \ ~ ~
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222 + ~ \ \ ~ ~ ~ - .
\ :ki~..,,r~ \ ~~VEAEDSW//2-PLY RUBBER NOSE ~ ~ ice' Q ~ \ ~ PAgOIED FLUO~Sf~IT ORANGE I- ~ N W
` .~r~: + + \ ~ t ( rLAGGwc (TYP.) N Z ~ ~ F~ F
221 ~ - l~ ~ ' \ ~ ~ ~ ' CUT BACK SLOPE TREE MRAP ~ ~ ' J TO PR041DE
A FLAT SURFACE 4 INSES MUICH ~ O
~ ! I I 1 ~ I y 221.75 ^ ~ FOR PWi11Na •r 4 pCN DEEP SAUCER I ~ CL ~ S' S1EEL TEE POST ~ W
~ 19+ f II ~ J I ~ ~ I EKNBU ~~~LIE4 ~~D AT 140' Z N m
S LP 2 I I , • 222 + 0 , I ~ I _ ,
I t + + I • UNOISIURBED suesal I ~ W
r` • I i , _ - ~ ~st ~ fRCY TOP , Or Tl£ EIALL
. __._.A . - ~ I ~ _ _ - i f , i'
1 - , I ! _ _ J i I ----_-.~i If R More SEE LANDSCAPE NOTES roR THE TYPE aF wool wATERIAI ro usE.
i I ~ i !r ~ li r ~ . -
~r , ~l I - i TREE PLANTING ON .SLOPE
~ t N.T.S ~ O ~ ~
WAL-MART STANDARD DETAIL p
, • ~ f / ~ DOWNLOAD DATE; a2rx~oe W 4 ~ ~ O
/ f ~ i ~ / ~ "'~U~
~ j / J i u. Q e Z ~Y~U
~
N PLANTING PLAN EXTENDED DETENTION WETLA D li W ZV=_~
EXTENDED DETENTION W LA D GRADING SCALES 1 =30 • SCALE: 1 =30 0 0~~~ Vp~
N yQ
RADING & PLANTING NOTES; TLANDS AREA PLANT LIST WETLANDS G
TAKEN FROM THE UPDATED DRAFT MANUAL OF STORMWATER BEST MANAGEMENT PRACTICES C DEPTH NOTES ~ ~ a
ANITY OTANICAL NAME COMMON NAME ~ZE SPAgNG WATER DEPTH NOT 1. ADEQUATE ACCESS MUST BE AVAILABLE FOR INSPECTIONS, MAINTENANCE, AND EQUIPMENT, AS WHO ~ z
2. ALL MAINTENANCE ACTIVITIES SHOULD BE RECORDED. NOTES SHOULD INCLUDE THE DATES AND TYPES OF WORK PERFORMED AS WELL SHADE w B&6 WN ~ 3 lix mgrs Block Willa AS SHO PERFORMED THE WORK. TREES a
3. DEVELOPMENTAL PHA MAINTENANCE EXTENDS THROUGH 2 TO 5 GROWING SEASONS. polenate with 'Jim Dandy
R EN IVC 8 an' Common Wklter B 3-GAL. 36" O.C. polen 4. AT MATURITY, 50R OF THE INSTALLATION MUST STILL BE GROWING AND HEALTHY, EVE GRE lex vertlc~llota Coco plant throughout taTlale cultivor- not clumped
INFERTILE SOILS SHOULD BE AMENDED BEFORE INSTiLATON AND THEN FERTILIZED PERIODICALLY THEREAFTER. SHRUBS 1 ' Common 1?Ir~ter 8 3-GAL 36" O.C. Plat 5. IVJ O lex vertlclllaia J'sn Dand 6. ACCEPTABLE FERTILIZERS CAN BE: MINERAL, ORGANIC (MANURE), COMPOST OR GREEN CROPS. to 6' herbaceous emer ent
AKING. CARE SHOULD BE TAKEN NOT TO DAMAGE THE ROOTS OF THE 350 coros calomus Sweetfla LG. PLUG 36" QC. U to 6" herbs 7. SAPLINGS OF TALL TREES PLANTED IN OR NEAR THE BA51N MAY REQUIRE ST to 3' bunch gross Z
TREES WHILE STAKING. THE STAKES SHOULD BE KEPI IN PLACE FOR 6 t0 18 MONTHS. ~ ~ ' ~ . 550 a Tecta River Cane LG. PLUG 15" O.G Up to 3 bunch T ROWING SEASON PARTICULARLY IF HERBACEOUS GRASSES AREOUT-COMPETING THE YOUNG WOODY , , Arundlnaria I ante
8. WEEDING IS OFTEN NECESSARY IN THE FIRS G , ' A SIDES OF THE SOIL BIOENgNEERING ELEMENT. THE NEED FOR WEEDING MAY Hibiscus moscheutas Swomp Rose Mellow LG. PLUG 36" O.C. U to 3" herbs VEGETATION GROWTH. GRASS SHOULD BE REMOVED TO ABOUT 6 ON LL 250 to 3" herbaceous emer ent
ON CONTROL. - - - • " ~ BELARGELY ELIMINATED BY MINIMIZING THE AMOUNT OF SEED USED FOR TEMPORARY EROSI = . I III 1400 lochoris abtusa Soft Rush LG. PLUG 18 O.C. Up to 6 squat OILS MAY REQUIRE DISKING. ~ - to 6" aquatic plant (n Z
a 9. SOILS SHOULD BE LOOSENED TO A DEPTH OF fi'. HARD S ~ ~ fi' WETLAND - - Z T PSOIL SHOULD BE SPREAD TO A DEPTH OF 4-10 AND LIGHTLY COMPACTED TO A MINIMUM THICKNESS TIN 560 Lemna mina Common Duck Weed LG. PLUG 18" O,C. U to 3 a uat to 3' G uatic Gnt 0 J
a 10. WHENEVER POSSIBLE, 0 THAT THE WETLAND PLANTS WILL HAVE A FULL GROWING a ~ 11. THE OPTIMAL PERIOD FOR TRANSPLANTING EXTENDS FROM EARLY APRIL TO MID-JUNE SO + + + + + dtanara vir Mica Arrow Arum LG. PLUG 18" O.C. UP to 1' aqua 1760 9 tG 1' aquatic plant Z Q-
a SEASON TO BUILD THE ROOT RESERVES NEEDED TO SURVIVE THE WINTER. o PLANTS IS VERY IMPORTANT IN THE INTERVAL BETWEEN DELIVERY OF THE PLANTS ANO THEIR INSTILLATION BECAUSE Dudc Potato LG. PLUG 18' O.C. U to 1' oquoi to 1' oquotic plant ~ ~ ~ ~ p~ ~~ea~roude
,0 12. POST-NURSERY CARE OF WETLAND AND SHADED. 1550 Ittano latlfdro ~ THEY ARE PRONE TO DESICCATION. THE STOCK SHOULD BE FREQUENTLY WATERED, FERTILIZED 110N ftstem Bulrush LG. PLUG t;, U to 3" agUa1 to 3" aquatic plant TO I- Vr
~ METHOD SHOULD BE USED TO ESTABLISH VEGETATIVE COVER IN THE WETLAND WITHIN 14 DAYS OF CONSTRUC 960 Sci uS volidus ~ 18 0. P 13. A WET HYDROSEED MIX OR OTHER WZ
i FOR RAPID GERMINAITON, SCARIFY THE SOIL TO A HALF-INCH PRIOR TO HYDROSEEDING. AN VEGETATED GROUND MU T BE CLEANED OUT, GRADED, 0 VYo~c M tle 1 GAL. form 14 IF THE WETLAND WAS USED DURING CONSTRUCTION AS A SEDIMENT BASIN OR TRAP, THE BASIN S 156 Myrica cerifera Georgia Gem ~ 36 O.C. form is sprea~ng and low f ~
a ~ PLETION OF THE CONSTRUCTION, PROVIDED THAT THE DRAINAGE AREA HAS BEEN COMPLETELY STABILIZED. COVER W11HIN 14 DAYS OF THE COM ~
MOST STORMWATER WETLANDS ARE EXCAVATED TO DEEP SUB-SOILS, THEY OFTEN LACK THE NUTRIENTS AND ORGANIC MATTER NEEDED TO 15. BECAUSE
PPORT VIGOROUS GROWTH OF PLANTS. AT THESE SITES, 12" OF TOPSOIL OR WETLAND MULCH SHOULD E# ADDED TO ALL DEPTH ZONES IN THE SU FROM 1 FOOT SLOW THE NORMAL POOL TO 6" ABOVE. WETLAND MULCH IS DEFINED AS A TECHNIQUE FOR ESTABLISHING MARSH AREAS BY T WETLAND GENERAL LANDSCAPE NO ES
c IN THE TOP 12" OF WETLAND SOIL FROM A DONOR WETLAND OVER THE SURFACE OF A CONSTRUCTED STORMWATER WETLAND AS A MULCH. 3 SPREAD G SEE GENERAL NOTES SHEET ~ U
THE MULCH IS BEST COLLECTED AT THE END OF THE GROWING SEASON. PRESERVE SOIL MOISTURE AND DAYS PRIOR TO THE PLANTING DATE TO 1, ANY AREAS NOT SCHEDULED FOR HARDSCAPE, PLANTINGS, OR MULCH, WILL BE SODDED OR SEEDED LAWN, aTY of RALEIGH. FOR SITE PLAN NOTES F
16. THE WETLAN6 DRAIN SHOULD BE FULLY OPENED FOR NO MORE THAN 3 2. NO PLANT SUBSTITUTIONS 'ARE PERMITTED WITHOUT WRITTEN APPROVAL OF THE OWNERS REPRESENTATIVE AND THE CITY OF RALEIGI ~ WORKABILITY. ,TINE PRIOR TO INSTALLATION. ALL PLANTINGS SHALL BE "ALL CONSTRICTION TO BE IN ACCORDANCE WITH ALL
3 ALL PLANT AND BED LINE LOCATIONS SHALL BE STAKED IN THE FIELD AND APPROVED BY THE OWNERS REPRESENTATIVE PRIOR TO INSTALLED WITH THE SPECIFIED LAYER OF MULCH AND COMPOST. REFERENCE DETAILS AND SPECIFICATIONS FOR DEPTH AND TYPE NTH AND TYPE of MULCH. DESIGNED BY: VFFIKJB
a 3. ALL PROPOSED PLANT MATERIALS SHALL COMPLY WITH THE SIZING AND CURRENT EDITION OF ANSI 260.180-'AMERICAN STANDARD I AN STANDARD FOR NURSERY STOCK. CITY OF RALEIGH STANDARDS AND SPECIFICATIONS."
4. ALL TREES NOT INCORPORATED INTO MULCH BEDS SHALL HAVE A 4' RADIUS MULCH RING FROM CENTER Of TREE U tUNK. DRAWN BY: KJB 'ED AREAS WILL BE SHOWN ON LANDSCAPE PLANS SUBMITTED CHECKED BY: JSA
5. ADDITIONAL LANDSCAPING ALONG ENTRY DRIVE, BUILDING FOUNDATIONS, AND OTHER AREAS IDENTIFIED AS LANDSCAPED AREAS WILL i WITH CONSTRUCTION DRAWIN
6. DROUGHT TOLERANT PLANT MATERIAL WILL BE USED AS MUCH AS POSSIBLE ON THIS PROJECT. SOUTHERN ENTRANCES ON SUNNYBROOK RD. THE NORTHERN GRAPHIC SCALE DATE; 04-Og-07
7. LANDSCAPE AND HARDSCAPE TREATMENTS WILL BE USED AT THE ONE ENTRANCE ON ROCK QUARRY AND THE TWO SOUTHERN ENTR iE TREATMENTS MAY INCLUDE A COMBINATION OF THE ~ 1 t8 ~ eo 1~
H rtimeticG nN SnNNVaRnnu NAIL NOT RECEIVE ADDITIONAL LANDSCAPNIG AS IT IS THE TRUCK/SERVICE ACCESS. THE TREATMENTS _ can.~cT~ f11Fd7Ft1dF
v , ARCHITECTURAL ELEMENTS, ETC. SEE TYPICAL U ~ FOLLOWING: LANDSCAPING, ANNUAL BEDS, ACCENT ROCKS, LOW WALLS, LIGHTING SEE TYPICAL ULIAILb titWW.
8. MAPLES AND NYSSA SPECIES ARE DESIGNATED STREET TREES FOR THE ROCK QUARRY ROAD AND WILL BE IDENTIFIED AS SUCH ON AS SUCH ON THE PLANTING PLANS. iGREEN TREE AND SHRUBS, OR A MASONRY SCREEN WALL
e 9. THE BALE AND PALLET STORAGE AREA SHALL BE SCREENED PER CITY OF RALEIGH STANDARDS WITH A MIX OF EVERGREEN TREE At ( IN FEET )
3 DESIGNED TO COMPLIMENT THE REAR EXTERIOR WALL OF THE WAL-MART. 10. ALL DUMPSTERS, STORAGE AERAS, LOADING DOCKS, RTU'S ETC. SHALL BE SCREENED IN ACCORDNACE WITH 10-2082.8 OF THE RAL LEI OF THE RALEIGH ZONING ORDINANCE. SCREENING WILL 1 inch • 90 ft C=23
CONSIST OF EVERGREEN PLANT MATERIAL OR A MASONRY SCREEN DESIGNED TO COMPLIMENT THE REAR EXTERIOR WALL OF H w 'ALL OF THE WAL-MART. RESERVATION AREA.
0 11, PLANTINGS SHALL NOT BE INSTALLED WITHIN THE CRITICAL ROOTZONE OF ANY EXISTING TREE LOCATED WITHIN A TREE PRESERVATION AR .11 Is DOCUMENT, TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN, AAN INSTRUMENT SERVICE, I IN7ENDED Y FOR THE CSPECIFIC PURPOSE MICH IT WAS PREPARED. REUSE OF AND-IMPROPER RELIANCE ON I WITTEN A I A
ION BY N ASSOCIATES, AND LIABILITY KIMLEY-HORN AND ASSOCIATES. INC.