20020802 Ver 1_COMPLETE FILE_20020521

Michael F. Easley
y0
?Ot? G Governor
? r William G. Ross, Jr., Secretary
? =r Department of Environment and Natural Resources
Alan W. Klimek, PE Director
Division of Weter Quality
June 3, 2002
DWQ Project # 02-0802
Nash County
Progressive Development Partnership of Wilson Nash, LLC Page 1 of 2
8541 Bailey Road
Sims, NC 27880 '
C/O: Vaughn Associates
Attn: Mr. C. Lawrence Vaughan III
PO Box 20828
Raleigh, NC 27619
Subject Property: Wesleyan Village S/D, Bishop Road, Rocky Mount, NC,
PI N No. 3863.18-21-1494, 8.065 acres
Belmont Farms Lake / Beech Branch [03-03-02, 28-75-(1), B NSW (nutrient sensitive)]
APPROVAL of Authorization Certificate per the Tar-Pamlico River Buffer Protection Rules (15A NCAC
26 .0259)
Dear Sirs:
You have our approval, in accordance with the attached conditions, to impact the protected riparian buffers at
the subject properry to construct the proposed 20-foot wide stormwater discharge / outfall associated with the
pocket wetland stormwater management facility as described within your application dated April 22, 2002. This
letter shall act as your approved Authorization Certificate for impacts to the protected riparian buffers as
required under 15A NCAC 2B .0259(8). In addition, you should get or,otherwise comply with any other
required federal, state or local permits before you go ahead with your project including (but not limited to)
Erosion and Sediment Control Permits.
This approval is only valid for the purpose and design that you described in your application except as modified
below. If you change your project, you must notify us and you may be required to send us a new application.
If the property is sold, the new owner must be given a copy of this approval letter and is thereby responsible for
complying with all conditions. For this approval to be valid you must follow the conditions listed below and all
other requirements of the Tar-Pamlico Buffer Rules 15A NCAC 2B .0259.
Conditions:
1. All stormwater not associated with the pocket wetland shall be directed as diffuse flow at non-erosive
velocities through the protected buffers and will not re-concentrate before discharging into the stream as
identified within 15A NCAC 26 A259(5).
2. Cat-tails, Typha spp., do not need to be planted as they will volunteer on their own.
If you do not accept any of the conditions of this certification, you may ask for an adjudicatory hearing. You
must act within 60 days of the date that you receive this letter. To ask for a hearing, send a written petition,
which conforms to Chapter 1506 of the North Carolina General Statutes to the Office of Administrative
North Carolina Division of Water Quality, 401 Wetlands Certification Unit,
' 1650 Mail Service Center, Raleigh, NC 27699-1650 (Mailing Address)
2321 Crabtree Blvd., Raleigh, NC 27604-2260 (Location)
919-733-1786 (phone), 919-733-6893 (fax), http://h2o.enr.state.nc.us/ncwetlands/
rayr.e- Ui
Hearings, 6714 Mail Service Center, Raleigh, NC 27699-6714. This certification and its conditions are final
and binding unless you ask for a hearing.
This letter completes the No Practical Aliernatives review of the Divisiori of Water Quality under the Tar-
Pamlico River Buffer rules (15A NCAC 2B .0259). Please note that this letter does not approve any impacts to
wetlands or waters subject to 404 / 401 regulations. If you have any questions, please telephone Mr. Bob
Zarzecki at 919-733-9726.
Cc: Steve Mitchell, DWQ Raleigh
File Copy
Central Files
Sincerely,
;
'I n Klimek; ?PE
??A
ire or, DWQ (
,nal Office
DWQ 020802
June 3, 2002

-_ '?' "-?.•?
Officc Use Only: Form Vcrsion February 2002
USACE Action ID No. DWQ No.
lf any particular item is not applicable to this project, please enter "Not Applicable" or "N/A" rather than
leaving the space blank.
1. Processing
1. Check all of the approval(s) requested for this project:
? Section 404 Permit
VRi ctio n 10 Permit
l Water Quality Certification
parian or Watershed Buffer Rules
2. Nationwide, Regional or General Permit Number(s) Requested:?4q'
3. If this notification is solely a cou sy copy because written approval for the 401 Certification
is not required, check here: ? ,.A .
4. lf payment into the North Carolina Wetlands Restoration Program (NZ-F) P) is proposed for
mitigation of impacts (see section VIII - Mitigation), check here: ? .
ll. Applicant Information
1. Owner/Applicant
Name: x2m
Mailing Address:
Telephone Number;Z-5Z- Z505 -Zlo25 Fax Number: Z 2- S-? ?
E-mail Address:
2. Agent Information (A signed and dated copy of the Agent Author' ation letter mu
attached if te Agent as `sig?atory autjorit for the Qwner/ plicant) Name: G• L N_9I V A Lia NTA1.1
Company Affiliation:
Mailing Address: O "
Telephone Number:
E-mail Address: G
Number:

Pagc 5 of 12
111. 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;
2. T.I.P. Project Number or State Project Number (NCDOT Only): N-A '
3. Property Identification Number (Tax PIN):_ ?S ? ? • ? S " 3 ? '-' ? ¢
County. ?H Near st Town: ?? ?
Subdivision name (include phase/lot number):
Di ections to site ('ncl de road numbers, landmarks, tc.)•
02 O . ? LA- o? m
O 1-4 4g
5. Site coordinates, if available (UTM or Lat/Long):
(Note - lf project is linear, such as a road or utility lin , a?ttach a sheet that separatel lists the
coordinates for each crossing of a distinct waterbody.) N?- -
4. Location ?
6. Describe\the ?xi?ting la?d use or condition of the site at thc time of this application:
7. Property size (acres): • e&'J 4445 '
8. Nearest body of water (stream/river/sound/ocean/lake): ?
(Note - this mus- t?be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at http://h2o.eru•.state.nc.us/admin/maps/.)
9. River Basin:
Page 6 of 12
10. Desch-ibe the nLtroose of the nronosed\work: MM47V r-)1.,
- ? • ' ?j' 1?Y'rlr?J
11. List theltype of equipment to be used to construct the
12. Describe the land use in the vicinity of this project:
IV. Prior Project History
If jurisdictional determinations and/or permits have been requested and/or obtained for this
project (including all prior phases of the same subdivision) in the past, please explain. Include
the USACE Action ID Number, DWQ Project Number, application date, and date permits and
certifications were issued or withdrawn. Provide photocopies of previously issued permits,
certifications or other useful information. Describe previously approved wetland, stream and
buffer impacts, along with associated mitigation (where applicable). If this is a NCDOT project,
list a ?d describe permits issued for prior segments of the same T.I.P. project, along with
constrctioih schedules.
V. Future Project Plans Are any future permit requests anticipated for this project? If so, describe the anticipated work,
an4roJjde justification for the exclusion of this work from the current application.
VI. Proposed Impacts to Waters of the United States/Waters of the State
[t is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. The applicant must also
provide justification for these impacts in Section VII below. All proposed impacts, permanent
and temporary, must be listed herein, and must be clearly 'identifiable on an accompanying site
plan. All wetlands and waters, and all streams (intermittent and perennial) must be shown on a
delineation map, whether or nof impacts are proposed to these systems. Wetland and stream
evaluation and delineation forms should be included as appropriate. Photographs may be
included at the applicant's discretion. If this proposed impact is strictly for wetland or stream
mitigation, list and describe the impact in Section VIII below. If additional space is needed for
listing or description, please attach a separate sheet.
Page 7 of 12
1. Provide a brief written dqcription of the pNoposed i
2. Individually list wetland impacts below:
M
Wetland Impact
Site Number
(indicatc on ma
Type of Impact" Area of
Impact
acres Located within
100-year Floodplain**
es/no) Distance to
Neazest Stream
linear feet
Typc of Wetland**•

* List each impact separately and identify temporary impacts. Impacts indude, but are not linuted to: mechanized clearing, grading, fill,
excavation, flooding, ditching/drainage, etc. For dams, separatcty list impacts due ro both structure and flooding.
100-Year Floodplains are identified through thc Federal Emergeney Management Agency's (FEMA) Flood fnsurance Rate Maps
(FIRM), or FEMA-approved local floodplain maps. Maps are availabte through the FEMA Map Scrvicc Center at I-800-358-9616, or
online at luro://www.fema.¢ov.
*** List a wetland type that best describcs wetland to be impacted (e.g., freshwatcr/saltwater marsh, forested wetland, beaver pond,
Carolina Bay, bog, etc.)
List the total acreage (estimated) of all existing wetl n th ropert
y: ' ? -
Total area of wetland impact proposed: -- ?- -?1 '
3. Individually list all intermittent and perennial stream impacts below:
Strcam Impact
Site Numbcr
indicatc on ma L
Type of lmpact•
_ Length of
Impact
linear feet
Stream Namc** Average Width
of Stream
Before Im act Perennial or
Intermittent?
lease s ccif

* List each impact separately and identify temporary impacts. [mpacts include, but are not Iir?uted to: culverts ana associatea np-rap,
dams (separately list impacts due to both structure and flooding), relocation (include linear feet before and after, and net loss/gain),
stabilization activities (cement wall, rip-rap, crib wall, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is
proposed, plans and profiles showing the linear footprint for both the original and relocated streams must be included.
** Stream names can be found on USGS topographic maps. If a stream has no name, list as UT (unnamed tributary) to the nearest
downstrcam named stream into which it flows. USGS maps arc available through the USGS at I-800-358-9616, or online at
wwW.usrts.aov. Several intemet sitcs also allow direct download and printing of USGS maps (e.g., www.topozone.com,
www.mal2quest.com, etc.).
Cumulative impacts (linear distance in feet) to all streams on site: 1`?? N? N•?'
Pagc 8 of 12
4. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.) below;
Open Water Impact
Sitc Numbcr
dicate on ma )
Type of Impact* Area of
Impact
acres Name of Waterbody
(if appl cablc) Typc of Waterbody
(lake, pond, estuary, sound,
ba , ocean, etc.)

?
--- - --
--
----- G
O I ?

List eaeh impaet separatery ana taennry Temporary impaccs. impacLs 111c1uuC, oUI afc „M 111HIlou LU. Lill, cncuvauvu, ????S-b,
Flooding, drainage, bulkheads, etc.
5. Pond Creation
If construction of a pond is proposed, associated wetland and stream impacts should be
included above in the wetland and stream impact ections. Also, the proposed pond should
be described here and illustrated on any maps inc ded with this application.
Pond to be created in (check all that apply): uplands stream ? wetlands
Describe the method of constructioW14&-!nF?-A-3 g., dam/embankmen , excavation, installation of
dra?y-down valfe or spjllv?&y, etc,): t-, -'
use or pur6ose af pond (e`.g. liv
nwatpr requirement, etc.):42.
L--,?'or. A '
Size of watershed draining to pond:
aesthetic, trout
. Expected pond surface area:
VII. lmpact 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
techniaues to be followed duting construction to reduce impacls. ? I ?
o ?
G G 1-5GK ?
d)
l.-R JC.? •
V III. Mitigation
DWQ - ln accordance with 15A NCAC 2H .0500, mitigation may be required by the NC
Division of Water Quality for projects involving greater than or equal to one acre oF impacts to
freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams.
Page 9 of 12
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on March 9, 2000, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
but are not limited to: reducing the size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.
[f mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USACE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCWRP concurrence shall be placed on hold as
incomplete. An applicant may also choose to review the current guidelines for stream restoration
in DWQ's Draft Technical Guide for Stream Work in North Carolina, available at
http://h2o.enr.state.nc.us/ncwetlands/strtngide.htm1.
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'Iproposed method of construction. Please attach
a separate sheet if more space is needed. L,.('?,
l?J
Mitigation may also be made by payment into the North Carolina Wetlands Restoration
Program (NCWRP) with the NCWRP's written agreement. Check the box indicating that
you would like to pay into the NCWRP. Please note that payment into the NCWRP must be
reviewed and approved before it can be used to satisfy mitigation requirements. Applicants
will be notified early in the review process by the 401/Wetlands Unit if payment into the
NCWRP is available as an option. For additional information regarding the application
process for the NCWRP, check the NCWRP website at http://h2o.enr.state.nc.us/w6/index.htm. If
use of the NCWRP is proposed, please check the appropria e box on page three and provide
the following information: jq '
Amount of stream mitigation requested (linear feet):
Amount of buffer mitigation requested (square feet):
Amount of Riparian wetland mitigation requested (acres):_
Amount of Non-riparian wetland mitigation requested (acres):
Amount of Coastal wetland mitigation requested (acres):
Pagc 10 of 12
1X. Environmental Documentation (DWQ Only)
Does the project involve an expenditure of public (federal/state) funds or the use of public
(federal/state) land?
Yes ? No
If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Note: If you are not sure whet r a NEPA/SEPA document is required, call the SEPA
coordinator at [phone] to revi w current thresholds for environmental documentation.
Yes ? No ? ?
. •
If yes, has the document review been finalized by the State Clearinghouse? If so, please attach a
copy of the NEPA or SEPA final appr val letter.
Yes ? No ? , A.
X. Proposed Impacts on Riparian and Watershed Buffers (DWQ Only)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying sitc 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.
Wil) the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Neuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 2B .0250 (Randleman Rules and
Water Supplyjuffer Requirements), or other (please identify_110-?F"M )?
Yes [?(J No ? If you answered "yes", provide the following information:
Identify the square feet and acreage of impact to each zone of the riparian buffers. If buffer
mitigation is required calculate the required amou t of mitigation by applying the buffer
multipliers. •?? ' ?i 5? ??-?...f?..?
?
Zonc* Impact
s uare feet Multiplier Required
Miti ation
1 3
2 1.5
Total
' "Lone I extcnds out 3U tect pcrpendicular trom near bank of channel; Lonc 2 cxtcnds an
additional 20 feet from the edge of Zone I.
Pagc l I of 12
If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e., Donation
of Property, Conservation Easement, Riparian Buffer Restoration / Enhancement, Preservation or
Payment into the Riparian Buffer Restoration Fund). Please attach all appropriate information as
identified within 15A NCAC 2B .0242 or .0260. A.
XI. Stormwater (DWQ Only)
Describe impervious acreage (both existing and proposed) versus total acreage on the site.
Discuss stormwater controls proposed in order to protect surf ce waters and wetlands
downstream from the property. I
. g HC . ? L?.X? tN 1 nr)i° ! 1?f? c?'SC
•??i ., ? It./I?'7jC?9!\ l.? 1 . cp) AG _ T.Y-rvi,1
XII. Sewage Disposal (DWQ Only)
Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of
wastew
tteAenerated rqm the proposed ject, Qr?a?ailabci?f the subject facility.
?
X[II. Violations (DWQ Only)
Is this site in violation of D Wetland Rules (15A NCAC 2H .0500) or any Buffer Rules?
Yes ? No
ls this an after-the-fact permapplication?
Yes ? No
XIV. Other Circumstances (Optional):
It is the applicant's responsibility to submit the application sufficiently in advance of desired
construction dates to allow processing time for these permits. However, an applicant may
choose to list constraints associated with construction or sequencing that may impose limits on
work schedules (e.g., draw-down schedules for lakes, dates associated with Endangered and
Threatened Species, acceqibil}ty problems, qr other issu?s outside of the applicant's control).

Ap nt Agent's Signature / --Date
(Agent's signature 's vali only if an authorization letter from the applicant is provided.)
Page 12 of 12
G?/v??/LY??iri (L•?7 L7[[J`77771 f CLLC I11IDCR MIYLLHI'1
V.
?
.-._ 11/15/1?96 ' ..07 2:?
. :: 91v-355-ba83 vAL'c,'Ha^I A.:SCC' ToaTES FAGE 81
Vaughan Associates
Land Plcamning cvnsultants/Luncl.i, cupe Architects
A,pri122. 2002
Rr• VVe.layan Viilage Subdivision (Eormtrly 5ar+c.v Run Subdivision)
" AGENT Al?THORJZ.A'i'ION LETTER (a Ni. )ENR rcqmni.)
Dear Whonaever.
8y siguaYUi¢ of this letter I heTeby aulhvnze C. IA. w*ence VaugbAn III
to 9ignatwe any required appliuatiuns, forms, dvci mcnts, wlaiever is
requared to get this project compleced xnd npprovc- i.
lf therc arc ony quenions, p:eau call roe
Kiixieat rcgsxda,
Danny Peele
for Progressivc Ucvefopment Parmezsh+p of :Yasii Milsc>>a, LLC
• 8541 9ailcy Road
: Sims, NC 2?8?0
?...
.
Malling Addrtss: . ddrtas:
Pp aox 10828 . 08 A M!IlbroolE Rd
.; Rs1r1gb, NC.?7619 ta/tisk, NC Z7615
: Pkone: 9I9-8II•1556
Fax: [phone]
()--5)
.
Project No.
(1o be provided by DWQ)
DIVISION OF WATER QUALITY - 401 WET DETENTION BASIN WORKSHEET
DWQ Stormwater Management Plan Review:
A complete stormwater management plan submittal includes a wet detention basin worksheet for each basin,
design calculations, plans and specifications showing ail basin and outlet structure details, and a fully executed
operation and maintenance agreement. An incomplete submittal package will result in a request for additional
information and will substantially delay final review and approval of the project.
1. PROJECT INF RMATION ( le e c mplete the following inf ation): I
Project Name :
Contact Person: Phone Number:
For projects with multiple basins, specify which basin this worksheet applies to:
Basin Bottom Elevation ??? • 451> ft. (average elevation of the floor of the basin)
Permanent Pool Elevation ? • ? ft. (elevation of the orifice invert out)
Temporary Pool F.levation Za. ft. (elevation of the outlet structure invert in)
Permanent Pool Surface Area sq. tt: (water surface area at permanent pool elevation)
Drainage Area ac. (on-site and off-site drainage to the basin)
Impervious Area ?.$do ac. (on-site and off-site drainage to the basin)
!)e
Pennanent Pool Volume ? 2 lO 3 cu. ft.,combined volume of main basin and forebay)
Temporary Pool Volume ?$??' ? cu. ft. (volume detained on top of the permanent pooi)
'orp-igoiq .??n cu. ft.
SA/DA used •??? ???' ???!? (surface area to drainage area ratio)
Diameter of Orifice in. (draw down orifice diameter)
II. REQUiRED ITEMS CHECKLIST
The following checklist outlines design requirements per the Stormwater Best Management Practices manual
(N.C. Department of Environment, Health and Natural Resources, November 1995) and Administrative Code
Section: 15 A NCAC 2H .1008. Initial in the space provided to indicate the following design requirements have
bcen met and supporting documentation is attached. If a requiremenl has not been met, attach an explanation of
why.
FORM
The temporary pool controls runoff from the 1 inch storm event.
The basin length to width ratio is greater than 3:1.
?The basin side slopes are no steeper than 3:1.
A submerged and vegetated perimeter shelf at less than 6:1 is provided.
Vegetation to the permanent pool elevation is specified.
,Z-_An emergency drain is provided to drain the basin.
/ The permanent pool depth is between 3 and 6 feet (required minimum of' 3 feet).
Z_The temporary pool draws down in 2 to 5 days.
? The forebay volume is approximately equal to 20% of the total basin volume.
Sediment storage is provided in the permanent pool.
7_Access is provided for maintenance.
A minimum 30-foot vegetative filter is provided at the outlet.
A site specific operation and maintenance (O&M) plan is provided.
A vegetation managemendmowing schedule is provided in the O&M plan.
Semi-annual inspections are specified in the O&M plan.
J A debris check is specified in the O&M plan to be performed after every storm event.
A specific sediment clean-out benchmark is listed (elevation or depth) in O&M plan.
A responsible party is designated in the O&M plan.
G 100 09/97 Page 1 of 1
WET [WETLAND] OPERATION AND MAINTENANCE AGREEMENT
[Wetland maintenance wording Is bracketed. Please modify the document as approprlate.]
Fhe wet [wetlandJ detention basin system is defined as the wet [wetlandJ detention basin, pretreatment including
orebays and the vegetated filter if one is provided.
Aaintenance activities shall be performed as follows:
After every significant runoff producing rainfall event and at least monthly:
a. Inspect the wet (wetlandj detention basin system for sediment accumulation, erosion, trash accumulation,
vegetated cover, and general condition.
b. Check and clear the orifice of any obstructions such that drawdown of the temporary pool occurs within 2 to 5
days as designed.
'. 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 collection system (i.e. catch basins, piping, swales, riprap, etc.) quarterly to maintain
proper functioning.
4. Remove accumulated sediment from the wet [wetland] detention basin system semi-annually or when 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 wet [wetland] detention basin 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.
When the permanent pool depth reads 116. l feet in the main pond, the sediment shall be removed
[For stormwater wetlands: 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 ? 1?o • feet ' , the sediment shall be
removed.
BASIN DIAGRAM
(fill in the blanks)
75%
Permanent Pool Elevation I Ig. d
Sediment Removal Elevation I 1 Co at 75%
Bottom Elevation N r'6 ' •6 25%
MAIN POND
Remove cattails and other indigenous wetland plants when they cover 50% of the basin surface. These plants
shall be encouraged to grow along the vegetated shelf and forebay berm.
[For wetlands: 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.]
If the basin 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.
'. All components of the wet [wetland] detention basin system shall be maintained in good working order.
Levet spreaders or other structures that provide diffuse flow shall be maintained every six months. 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.
acknowledge and agree by my signature below that I am responsible for the perFormance of the seven maintenance
)rocedures listed above. I agree to notify DWQ of any problems with the system or prior to any changes to the
;ystem or responsible party.
'rint name
"itle:
kddress:
'hone:
>ignature:_
)ate:
Jote: The legally responsible party should not be a homeowners association unless more than 50% of the lots have
been sold and a resident of the subdivision has been named the president.
a Notary Public for the State of , County of
, do hereby certify that personally appeared
)efore me this _ day of , , and acknowledge the due execution of the forgoing wet
wetland] detention basin maintenance requirements. Witness my hand and official seal,
SEAL
Jly commission expires
... ?. . ..... ,_? --,;-?-_
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SHE.FI NO. 5 C}F 1;'
Vaughan Associates
Land Planning consultants/Landscape Architects
April 22, 2002
Mr. "I'odd St. John
N.C. Wetlands Unit
Div. Of Water Quality, NCDENR
Suite 250, Crabtree Blvd.
Raleigh, NC 27604
Re: Wesleyan Village Subdivision (Formerly Sandy Run Subdivision)
Construction Plat Review
Dear Todd:
Per our previous meeting and discussions regarding this site,
I am enclosing the following as application for a pocket wetlands design
approval:
(7) Sets of Erosion Control Plans (Includes Pocket design) and Specs
(7) Application Forms including: Copy of Signature Authorization Letter, &
wet Detention [3asin Worksheet and Maintenance and Operation agreement.
Please note that, per Rocky Mount requirements, the storm system has
to stay within the Street Right-of-Way (insofar as possible); stormwater has
to be piped in all subdivisions up to 36" dia. of flow; the stormwater has
to be piped past the road of the adjacent subdivision, (which already has an
approved construction plat). Note also that the only swale available to us for
filtering flow is at the outlet prior discllarge to the Tar-Pamlico buffer around
Belinont Farms lake. This is part of an integrated design, the storm system is
under review and must be approved by the City of Rocky Mount Engineering
office, (Jerry Pierce, P.E., Director of Engineering, 252-972-1120 or Warner
Rackley, P.E., Assnt. Director 252-972-1 l22), as well as the Pocket Wetland
: which must be approved by NCDENR, however, calculations overlap.
Please call me at [phone] if questions, or we look forward to receipt
3t of approval.
Kindest Regards
?,
C. Lawrence V u n
Mailing Addre3si
PO Box 20828
Raleigla, NC 27619
Pltone: 919-844-5556
Fax: [phone]
Address:
308-A Mi[Ibrook Rd
Raleigh, NC 27615
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Office Use Only: Fortn Version February 2002
USACE Action ID No. DWQ No.
If'any particular item is not applicable to this project, please enter "Not Applicable" or "N/A" rather than
leaving the space blank.
Processing
1. Check all of the approval(s) requested for this project:
? Section 404 Permit
V tion 10 Permit
Water Quality Certification
arian or Watershed Buffer Rules
2. Nationwide, Regional or General Permit Number(s) Requested:?4q'
3. If this notification is solely a cou sy copy because written approval for the 401 Certification
is not required, check here: ? ,19 .
4. If payment into the North Carolina Wetlands Restoration Program (NC RP) is proposed for
mitigation of impacts (see section VIII - Mitigation), check here: ? .,,? .
11. Applicant Information
Owner/Applicant
Name: ?'2m
Mailing Address:
Telephone Number-Z62- Z3 -ZloS5 Fax Number:
E-mail Address:
2. Agent Inf'ormation (A signed and dated copy of the Agent Author' ation letter
attached if t?k e Agent}? as _sign?atory aut orit for the Qwner/anplicant.)
Name: G• A 1.1..1-?.1_.
Company Affiliation:
Mailing Address:?0 $7.
Telephone Number:o n- '= ax Number:
E-mail Address: G LV?'7 I?? i?1'?dMr
- ?
??...l,.G .
Page 5 of 12
•
III. Project Information
Attach a vicinity map clearly showing the location of the property with respect to local
landmarks such as towns, rivers, and roads. Also provide a detailed site plan showing property
boundaries and development plans in relation to surrounding properties. Both the vicinity map
and site plan must include a scale and north arrow. The specific footprints of all buildings,
impervious surfaces, or other facilities must be included. If possible, the maps and plans should
include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with the property
boundaries outlined. Plan drawings, or other maps may be included at the applicant's discretion,
so long as the property is clearly defined. For administrative and distribution purposes, the
USACE requires information to be submitted on sheets no larger than 11 by 17-inch format;
however, DWQ may accept paperwork of any size. DWQ prefers full-size construction
drawings rather than a sequential sheet version of the full-size plans. If full-size plans are
reduced to a small scale such that the final version is illegible, the applicant wil] be informed that
the project has been placed on hold until decipherable maps are provided.
1. Name of project;
2. T.I.P. Project Number or State Project Number (NCDOT Only): W. -A '
3. Property Identification Number (Tax PIN): ?g ? 3 • )$ " 3 ) '' 1 ? .c,%4-
4. Location ?
County: Near st Town:
Subdivision name (include phase/lot number):
Di ections to site ('ncl de road numbers, landmarks, tc.)•
Oz? o • ? L?- o ? m?
O i G . 1..??
5. Site coordinates, if available (UTM or Lat/Long): ? Lia --:55 h&--. !r2W=40??
(Note - If project is linear, such as a road or utility lin , ttach a sheet that separatel lists the
coordinates for each crossing of a distinct waterbody.) iq - -
6. Describe\the qxiVting la?d use or condition of the site at thc time of this application:
Property size (acres): 2?• 1V60X5 PG •
Nearest body of water (stream/river/sound/ocean/lake): ? ;P? L_-PJ('.R-
River Basin:
(Note - this m-usNe one of North Carolina's seventeen designated major river basins. The
River Basin map is available at http://h2o.em•.state.nc.us/admin/maps/.)
Pagc 6 of 12
10. Descpribe the purpose of the proposed\work: m?
- % - - -r6 6L4'r19
11. List theltype of equipment to be used to construct the
12. Describe the land use in the vicinity of this proj
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 pertnits,
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 a d describe permits issued for prior segments of the same T.I.P. project, along with
const?ctiodi schedules.
V. Future Project Plans Are any future permit requests anticipated for this project? If so, describe the anticipated work,
an4roJ?de justification for the exclusion of this work from the current application.
Vl. Proposed Impacts to Waters of the United States/Waters of the State
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. The applicant must also
provide justification for these impacts in Section VII below. All proposed impacts, permanent
and temporary, must be listed herein, and must be clearly 'identifiable on an accompanying site
plan. All wetlands and waters, and all streams (intermittent and perennial) must be shown on a
delineation map, whether or nof impacts are proposed to these systems. Wetland and stream
evaluation and delineation forms should be included as appropriate. Photographs may be
included at the applicant's discretion. If this proposed impact is strictly for wetland or stream
mitigation, list and describe the impact in Section VIII below. If additional space is needed for
listing or description, please attach a separate sheet.
Page 7 of 12
1. Provide a brief written de$cription of the
2. Individually list wetland impacts below:
Wetland Impact
Site Number
(indicate on ma
Type of Impact* Area of
Impact
acres Located within
100-year Floodplain'*
es/no) Distance to
Nearest Stream
linear feet
Typc of Wetland*•*

* List each impact separately and identify temporary impacts. Impacts mclude, but are not hrtuted to: mechanized cleanng, graumg, rui,
cxcavation, flooding, ditching/drainage, etc. For dams, scparately list impacts due to both structure and flooding.
*• 100-Year floodplains are identified through thc Fedcral Emergency Management Agency's (FEMA) Flood Insurance Rate Maps
(F[RM), or FEMA-approved Iocal floodplain maps. Maps are available through the FEMA Map Service Center at I-800-358-9616, or
online at littp://www.fema.gov.
**' List a wctland type that best describes wetland to be impacted (e.g., freshwatedsaltwater marsh, forestcd wetland, bcavcr pond,
Carolina Bay, bog, etc.)
List the total acreage (estimated) of all existing wetl n th roperty:
Total area of wetland impact proposed: -- ?- •?1 '
Individually list all intermittent and perennial stream impacts below:
Stream Impact
Site Number
indicatc on ma L
Type of Impact* Length of
Impact
linear feet
Stream Name** Average Width
of Stream
Before Im act Perennial or
Intermittent?
lease s ccif

• . . .
- • • •
- - -,._? .? .
-- __
* List each impact separately and identity temporary impacts. impacts mc?uuc, ouL nlc IIuL !I-??U«U L_. ?. .. _..??? _._?, L_ ? a??.. o30.,...u..... a IY ...Y,
dams (separately list impacts duc to both structure and Flooding), relocation (include linear fcet before and after, and net loss/gain),
stabilization activities (cement wall, rip-rap, crib wall, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is
proposed, plans and profiles showing the linear footprint for both the original and relocated streams must be included.
** Stream names can be found on USGS topographic maps. If a stream has no name, list as UT (unnamed tributary) to the nearest
downstrcam named stream into which it flows. USGS maps are available through the USGS at 1-800-358-9616, or online at
www.us s. ov. Several internet sitcs also allow direct download and printing of USGS maps (e.g., www.topozone.com,
www.maaUUest.com, etc.).
Cumulative impacts (linear distance in feet) to all streams on site; 1`?? h?? "' ??'
Pagc 8 of 12
4. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.) below:
Open Water Impact
Site Numbcr

dicate on ma )
T e of Im act*
? p Area of
Im act
?
acres
Namc of Waterbody
(if appl cablc) Type of Waterbody

(lake, pond, cstuary, sound,
ba , ocean, etc.)
Gm - 1, c
- --

--------- ? ----- --- --
o i ? -- --- -

"uNa" ooyma?c?y auu iuwiuiy Lciupuiaiy IIIIOAGIJ. In1pdClS mciuae, Dlli 8fC f10( Ilfl'11SCU !O: illl, exeavahon, dredging,
flooding, drainage, bulkheads, etc.
5. Pond Creation
If construction of a pond is proposed, associated wetland and stream impacts should be
included above in the wetland and stream impact ections. Also, the proposed pond should
be described here and illustrated on any maps inc ded with this application.
Pond to be created in (check all that apply): 56 uplands stream ? wetlands
Describe the method of construction ( g., dam/embankmen , excavation, installation of
dra?y-down valNe or spillv}4y, etc.): ?? 0
use or pu*ose of pond (e`.g. li
zwator requirement, etc.):I
Size of watershed draining to pond:
aesthehc, trout
. Expected pond surface area:
VII. Impact Justification (Avoidance and Minimization)
Specifically describe measures taken to avoid the proposed impacts. It may be useful to provide
information related to site constraints such as topography, building ordinances, accessibility, and
financial viability of the project. The applicant may attach drawings of alternative, lower-impact
site layouts, and explain why these design options were not feasible. Also discuss how impacts
were minimized once the desired site plan was developed. If applicable, discuss construction
techniques to be followed du ing construction to reduce impa2,c s. I I
1?'1'7*?t?i?.fl L?'1' A?.. .. AV oltJioiNGV_'A?A1 L.
1j?- 'P1TP'U?- ,
VIII. Mitigation

L_p) 4?5' .
DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC
Division of Water Quality for projects involving greater than or equal to one acre of impacts to
freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams.
Page 9 of 12
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on March 9, 2000, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
but are not limited to: reducing the size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.
[f mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USACE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCWRP concurrence shall be placed on hold as
incomplete. An applicant may also choose to review the current guidelines for stream restoration
in DWQ's Draft Technical Guide for Stream Work in North Carolina, available at
http://h2o.enr.state.nc.us/ncwetlands/strmgide.htm1.
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 planview,
preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a
description of the current site conditions and'Iproposed method of construction. Please attach
a separate sheet if more space is needed. l 4
IV
Mitigation may also be made by payment into the North Carolina Wetlands Restoration
Program (NCWRP) with the NCWRP's written agreement. Check the box indicating that
you would like to pay into the NCWRP. Please note that payment into the NCWRP must be
reviewed and approved before it can be used to satisfy mitigation requirements. Applicants
will be notified early in the review process by the 401/Wetlands Unit if payment into the
NCWRP is available as an 'option. For additional information regarding the application
process for the NCWRP, check the NCWRP website at httn://h2o.enr.state.nc.us/wrp/index.htm. If
use of the NCWRF is proposed, please check the appropria e box on page three and provide
the following information: ri '
Amount of stream mitigation requested (linear feet);
Amount of buffer mitigation requested (square feet):
Amount of Riparian wetland mitigation requested (acres):_
Amount of Non-riparian wetland mitigation requested (acres):
Amount of Coastal wetland mitigation requested (acres):
Pagc 10 of 12
IX. Environmental Documentation (DWQ Only)
Does the project involve an expenditure of public (federal/state) funds or the use of public
(f'ederal/state) land?
Yes ? No
If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Note: If you are not sure whet r a NEPA/SEPA document is required, call the SEPA
coordinator at [phone] to revi w current thresholds for environmental documentation.
Yes ? No ? ? .
.
If yes, has the document review been finalized by the State Clearinghouse? If so, please attach a
copy of the NEPA or SEPA final appr val letter.
Yes ? No ? ? ? .
X. Proposed Impacts on Riparian and Watershed Buffers (DWQ Only)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Neuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 2B .0250 (Randleman Rules and
Water Supply uffer Requirements), or other (please identify7MO-47fihPl )?
Yes [ No ? If you answered "yes", provide the following information:
Identify the square feet and acreage of impact to each zone of the riparian buffers. If buffer
t ofmitigation by applying the buffer
mitigation is required calculate the required amZ-Ttr+-)-TW
multipliers. •?0' •?? ?? ?=-???
, f
) ,
- /
Zonc* Impact
s uare fcet Multiplier Required
Miti ation
1 3
2 1.5
Total
' Zone I extends out 30 feet pcrpendicular from ncar bank of channel; Zonc 2 cxtends an
additional 20 feet from the edgc of Zone 1.
Pagc 11 of 12
If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e., Donation
of Property, Conservation Easement, Riparian Buffer Restoration / Enhancement, Preservation or
Payment into the Riparian Buffer Restoration Fund). Please attach all appropriate information as
identified within 15A NCAC 213.0242 or .0260. A,
X1. Stormwater (DWQ Only)
Describe impervious acreage (both existing and proposed) versus total acreage on the site.
Discuss stormwater controls proposed in order to protect surf ce waters and wetlands
downstream from the property.
. °,> f?C, . ? ?.x 1 I 11'YTP ! • P?' FG C7
.,d_ 11/ i I.if?M'JZe rsr? i -. Lde, 1 aJ L?l:
XII. Sewage Disposal (DWQ Only)
Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of
wastew ter enerated rom the proposed project, r a ailabl; ?ca?p4city of the subject facility.
? ? • :?.?f?? ? ?'t , '`7??'..aN'??
XIII. Violations (DWQ Only)
[s this site in violation of D Wetland Rules (15A NCAC 2H .0500) or any Buffer Rules?
Yes ? No
Is this an after-the-fact permi application?
Yes ? No Q?
XIV. Other Circumstances (Optional):
It is the applicant's responsibility to submit the application sufficiently in advance of desired
construction dates to allow processing time for these permits. However, an applicant may
choose to list constraints associated with construction or sequencing that may impose limits on
work schedules (e.g., draw-down schedules for lakes, dates associated with Endangered and
Threatened Species, acces~§ibility problems, qr other issu?s outside of the applicant's control).
?
Ap
(Agent's signature
cvt-- ?oG1G?
,L..L/-
a
Agent's Signature / --Date
only if an authorization letter from the applicant is provided.)
Page 12 of 12
, ?p/ Ya?/ LYJC?CLG: J7 L7LLJ?7771 rGLLG i Li*inL.M MIYV L_ruI . r+-- -
' _..,.?_-,...?_?_........__... ... .._
vALc3H??•1 A.,SUrTN7ES FF? 01
11/15/2?96 07::? ?1a?355-6883
Vaughan Associates
Ltrnd Planning consultants/Lun(h cape Architecrs
Ayri? 22. 2002
R.-• V`'eslayan Vil18ge Subdivision (Evrtnrrly Sartc v Run Subdtvision)
" AGENT AI.iTHORIZAI'IUIv LETTER (a Ni. )EIrR rcqmnt.)
Dear Whonaover.
' 8y aigIlaruTC of this letter I herEby authvrtze G. U. uv*enct VauBlum III
to sigwtUre eny rcquiYed applicstiuns, forms, docvmcnts, wku?tevec is
requared to get this project compleced attd apptove• i.
lf there arc any questions, p:eaac call rae
Klndeat regstds,
Daruty Peele
for Progressivc T)evelopment PactAezship of :Yasii iVilso)a, LLC
• 8541 8ailcy Rosd
- Sims, NC 2?884
-,
Mailing Addrtss:
' . Pp dox 10828
; Rs1aJrJY, NC.Z7619
" Pkons: 41941I-1116
F«x; 919 3as.see3
??
.
? ?
. ddrtas:
. 08 A MfIl6roalE Rd
-ta/tish, NC 27615
()-5)
Project No.
(to be provided by DWQ)
DIVISION OF WATER QUALITY - 401 WET DETENTION BASIN WORKSHEET
DWQ Stormwater Management Plan Review:
A complete stormwater management plan submittal includes a wet detention basin worksheet for cach basin,
design calculations, plans and specifications showing all basin and outlet structure details, and a fiilly executed
operation and maintenance agreement. An incomplete submittal package will result in a request for additional
information and will substantially delay final review and approval of the project.
1. PROJECT INF RMATION ( le e c mplete the following inf ation
Project Name
Contact Person; Phone Number:
For projects with multiple basins, specify which basin this worksheet applies to:
Basin Bottom Elevation ?16 • ft. (average elevation of the floor of the basin)
Permanent Pool Elevation I • 6 ft. (elevation of the orifice invert out)
Temporary Pool Elevation ? Zn. ft. (elevation of the outlet structure invert in)
Permanent Pool Surf'ace Area ? Z CO 3 sq. ft. (water surface area at permanent pool elevation)
Drainage Area .?°.? ac. (on-site and off-site drainage to the basin)
Impervious Area ac. (on-site and off-site drainage to the basin)
Pennanent Pooi Volume ? 2 6 ° 3 cu. ft. (combined volwne of main basin and forebay)
Temporary Pool Volume 51z5 ? cu. ft. (volume detained on top of the permanent pool )
?_VM.-C 19-???,? cu. fc.
SA/DA used •??? ??`?• ?"'¢' ??? (surface area to drainage area ratio)
Diameter of Orifice in. (draw down orifice diameter)
H. REQUIRED ITEMS CHECKLIST
The following checklist outlines design requirements per the Stormwater Best Management Practices manual
(N.C. Department of Environment, Health and Natural Resources, November 1995) and Administrative Code
Section: 15 A NCAC 2H .1008. Initial in the space provided to indicate the following design requirements have
bcen met and supporting documentation is attached. If a requirement has not been met, attach an explunution of
why.
FORM S
„z_The temporary pool controls runoff from the 1 inch storm event.
The basin length to width ratio is greater than 3:1.
?The basin side slopes are no steeper than 3:1.
A submerged and vegetated perimeter shelf at less than 6:1 is provided.
Vegetation to the permanent pool elevation is specified.
An emergency drain is provided to drain the basin.
/ The permanent pool depth is between 3 and 6 feet (required minimum of3 feet).
The temporary pool draws down in 2 to 5 days.
? The forebay volume is approximately equal to 20% of the total basin volume.
Sediment storage is provided in the permanent pool.
Access is provided for maintenance.
A minimum 30-foot vegetative filter is provided at the outlet.
zA site specific operation and maintenance (O&M) plan is provided.
?A vegetation managemendmowing schedule is provided in the O&M plan.
/ Semi-annual inspections are specified in the O&M plan.
? A debris check is specifed in the O&M plan to be performed after every storm event.
?A specific sediment clean-out benchmark is listed (elevation or depth) in O&M plan.
A responsible party is designated in the O&M plan.
G 100 09/97 Page 1 of I
WET (WETLANDJ OPERATION AND MAINTENANCE AGREEMENT
[Wetland maintenance wording Is bracketed. Please modlfy the document as appropriate.]
Fhe wet [wetland] detention basin system is defined as the wet [wetland) detention basin, pretreatment including
orebays and the vegetated filter if one is provided.
Aaintenance activities shall be performed as follows:
After every significant runoff producing rainfall event and at least monthly:
a. Inspect the wet (wetland) detention basin system for sediment accumulation, erosion, trash accumulation,
vegetated cover, and general condition.
b. Check and clear the orifice of any obstructions such that drawdown of the temporary pool occurs within 2 to 5
days as designed.
'. 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 collection system (i.e. catch basins, piping, swales, riprap, etc.) quarterly to maintain
proper functioning.
4. Remove accumulated sediment from the wet [wetland] detention basin system semi-annually or when 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 wet [wetland] detention basin 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.
When the permanent pool depth reads 1 16. l feet in the main pond, the sediment shall be removed
[For stormwater wetlands: 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 1)?o • feet ' , the sediment shall be
removed.
BASIN DIAGRAM
(fill in the blanks)
75%
Permanent Pool Elevation ? I ia • 0
Sediment Removal Elevation 11 Co - 1 75%
Bottom Elevation H 6 •6 25%
MAIN POND
i. Remove cattails and other indigenous wetland plants when they cover 50% of the basin surface. These plants
shail be encouraged to grow along the vegetated shelf and forebay berm.
[For wetlands: 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.]
i. If the basin must be drained for an emergency or to pertorm maintenance, the flushing of sediment through the
emergency drain shall be minimized to the maximum extent practical.
'. All components of the wet [wetland] detention basin system shall be maintained in good working order.
3. Level spreaders or other structures that provide diffuse flow shall be maintained every six months. 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.
acknowledge and agree by my signature below that I am responsible for the performance of the seven maintenance
)rocedures listed above. I agree to notify DWQ of any problems with the system or prior to any changes to the
;ystem or responsible party.
)rint name:
-itle:
kddress:
'hone:
>ignature:
)ate:
Jote: The legally responsible party shoutd not be a homeowners association unless more than 50% of the lots have
been sold and a resident of the subdivision has been named the president.
a Notary Public for the State of , County of
do hereby certify that personally appeared
)efore me this _ day of , , and acknowledge the due execution of the forgoing wet
wetland] detention basin maintenance requirements. Witness my hand and official seal,
SEAL
Jly commission expires
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i ~ ~ BACKFLOW PREVENTORS SINLL BE PRONIDED FOR ANY/ALL UNfTS WIiH FlNAL FLOOR ~
` ' LUI ~ ~ ~ 1 ~ ' ~ ELEVATIONS OF BUILDINGS LESS THAN 1'-~~ ABOVE MANHOIE.
MINIMUM GROUND WVER OF 3'-0' SHALL BE PROVIDED FOR ALL SANfTARY SEWER COU.ECTION LINES 4' AND LARGER IN NONTRAFFIC AREAS. IF MINI~IUFt
~ ~ o - 1~ COVER IS NOT PROVIDED, SPECIF'( CIIY OF ROCKY MOUNT FERROUS PIPE.
o~ ~ ~ ~IINIAIUM COVER OF 5'-0' IN TRAFFlC AREAS SHALL 8E PROVIDED FOR ALL COL1EC110N UNES 4' AND IARGER. IF LESS THAN 5'-0', DUCPIE IRON PIPE
Q I NG ~ / I EX S Z~ > ~ ~ ~ SHALL BE REQUIRED IN CUSS 1 BEDOING (AIINIMUAi COVER SHALL BE NO LESS SCh~a n~ a'-o~. 9e
• SSMH1'D o~ ~ ~ Rd. MINIMUM SLOPE FOR 4" SANRARY SEVlQ2 COLLECIION LINES SHALL 8E NO LESS
TOP RIti~ 109.60 ~ . ' TIiAN 1.OX WITH ClEAN0UT5 EVERY 75 LINFAL FEET. MAX. SLOPE OF 4" IJNES SHALL BE 2X.
~ _ ~ ~o INV OUT 88.4 ~ MINIMUM SLOPE FOR 6' SANRARY SEWER COLLECTION LINES SHALL 8E NO LESS THAN O.BX WITFI CLfANOUTS fVERY 75 UNEAL FEEL MA1(. SLOPE OF B" LINES SHALL BE 2X. a
Zm INV OUT-88.32' ~ MAINTNN 12" VERTICAL SEPARATION FROM 5TORM SEWER OR SPECIFY FERROUS ~d' O~C
Q PIPE FOR S4NRARY SEWER. ALSO MAINTAIN 10 FEET HORIZONTAL SEPARATION SITE AND 18" VERTICAL SEPARATION FROM WATER MAINS OR SPECIFY CfIY ~
10 APPROVED FERROUS PIPE FOR SANITARY SEWER. fQ/
SSMH 'C' WATER~ ~ WATER MA1N SHALL BE INSfALLED AT A DEP7H WITH A MiNIMU~I COVER OF 48", WfTH
TOP RIM-110.50' ~ 12" VERTICAL CLEARANCE I~INIMUM FROM O1HER UNDERC40UND UTItJTIES, 18' VERTICAL ~ SEPARAPON FROM SEWER LINES AND 10 fEET HOWZONTAI CIEARANCE fROM ALL OTHER UTIl1TIE5. ~OA
INV IN-101.17' ~ - ~ . PRESSURE REDUqNG VALVES SWL. BE PROVIDED IF PRESSURE IS IN 0(CESS OF ~ ~
~ 0 so Psi. a N.C. ~ O~S'~ , ~ Wesleyan
INV OUT-88.75 ~ ~ FIRE PROTECTION N t. ALL FlRE PROTECiION WATER SUPPLY SYSTEMS GENERAL~ COII2CJ8 Z? INCLUDING FlRE HYDRANTS SHALL BE INSTALLm AU. WATER AND SEWER MNNS WIiHIN PUBIJC EASEMENTS M1D RIGHTS-OF-WAY SHALL m ~
~ ~ ~ ~ ~ AND IN SERV1CE PRIOR TO RECORDING SUBDMSION. BE OWNED, OPERATED, AN~ MNNTAINED BY THE PUBLIC AUTHORITY. Ty+gf ~r Q
aa ~x ~ ~ ~ 2, FlRE ~EPARTb1ENT VEHICULAR ACCESS TO ALL ALL COh~STRUCTION SHALL BE ACCORDING TO LOCPL AUfHOR17Y STANDARDS. ~ SfftUCiURES UNDER CANSTRUCTION Sh1ALL BE PROVIDED /
~ ~nr~ae~ . \ \ AT ALL TiMES. IN AREAS WHERE GROUND SURFACES ALL UNDERGROUND UTIl.I11ES ARE APPROXIMATELY LOCATEG. ACTUAL LOCATION AND ARE SOFf AND/OR LIKELY TO BECOME SOFf, HARD All DEPTHS SHALL BE CONFlRMED IN FIELD PRIOR TO CONSTRUCiION.
~ , 4~ ~ ~ ~ WEAIHER ROADS SHPLL BE PROVIDED. STORM SEWER (RCP) SHALL ~ CONSfRUC7ID TO THE FOLLOH'ING CLASSES:
SSMH B ~ ~ . COVER LESS THAN 10 FEEf - CIASS C OR 0 BEDDING, ~~S W~ VICINI?Y MAP - NOT TO SCALE COVER 10 FEET TO 15 fEET - CL4SS B BEDDING, CLASS III WALLS
E ~ ~ ~ CERT1RCAl10N BY TH Q~0 . 5 4 ~ COVER GREATER TH.4N 15 FEET - CUSS B BEDDING, CLASS N WALLS z~ ow o~ Y
COMMUN(TY DEVELOPM T I ~ \ - .89 ~ ~ BEfORE STARTING ANY CONSTRUC110N OF IMPROVEMENTS WITHIN ANY Cf1Y OR NCDOT SiREEf OR HIGHWAY RIGHf-OF-WAY, THE FOLLO'MNG PROCEDURES SHALL BE
CONSTRUCTION PLAT W S AP ~ e' ~ R P Z UNDERTAKEN: CIIY RIGHi-OF-WAY - COMACT tACA1 AUTHORITIES TRAFFlC ~S EN6INEERMG OEPT. FOR INFORMA710N ON DETOURS, OPEN CUffING OF STREEf$ OR
~ \ ~h \ 'JF it THE CITY PLANNING @OARD ON~ FOR hNY CONSTRUCiION WITHIN PoGHf-OF-WAY. NCDOT RIGHf-Of-WAY - CONfACT ~ Q PROJECT ENGINEERS AND OBTNN ALL PERMITS AND ENCROACHMENIS (CROSS-CHECK
PLANS WITH SPECIAL PROVISIONS, KEEP COPIES ON CONSTRUCTION SfTE, ALSO ~ z. ~ 2 CONTACT NCDOT DISfRICT OFFlCE 24 HOURS IN ADVANCE BEFORE PLACING CURB , ~ Q t
20 ~ fi~ DAY OF ~ . ~ .;n ~`,~r,~`r:~;, , AND GUTfER. ~ (r ;1~ ~ : t.. y. ~ ~ r~ , .;n~s'.'`~;~ ~:"t:~;:'~• Q ~ ~'1
4 \ ~ ' i!.'!nJ 1f1:~i ' l,t ~•5.: ~ . ~ ,~t ~I' ..a.~.,L, .yr~'r.:i:',;,i.~^-.. II7 ~ : . =a„ , ' ~ CEMERLINE CXIRVE DATA _ ..-Jr,r..... .S!t 4 ? . W !
/ ~ ,97 ~•,r~ ;''a•,~:~. w I ~ dr., ,4..~ ~ M~
" ~ 4 SSMH ~o .os , DIRECTOR 4 ~ NUMBE I Lt. Ic Da Dc CD T' R' L' LC ' E' M' Y 2, - 3 ~ f s~ ~J C3 13'48'34" 13'48'34" 09'50'10" 09'50'54" N 2T23'43° E 70.54 582.50 140,39 140.05 4. 2 4.26 22
TOP RIM-114.0~4 ~ . . 3 . C33 52'46'09" 52'46'09" 35'48'36" 36'25'12" S 84'O6'21" W 79.37 160.00 147.36 142.21 18.61 16.67 ~ ~ ,
~ \ . 8,740 SF 4, 18 CEFmFICAl10N BY THE CITY OF ROCKY MOUNT I NV OUT-106.94 DENR , V , ';rv a ~s ;~,~proUp ~
ON POCKET ~ . o ~ °s ENGINEEPoNG DMSION THAT THIS CONSTRUCII ~ ~ h ~ w BISHOP ROA~ ~~°`.~n- S~o~, a. s EI P . . ~
. w 4 PLAT MEETS THE APPROPRIATE CRY STANDARDS ~ E I i 4" 1 1 1 3,76 \ NU~1BE I Lt. Ic Da Dc CD T R~ L LC ~ E M~
~ ts~ sfrr s~ 4 ' A \ C28 OB'14'16" 08'14~16~~ 05'S2'14~~ OS'S2'23" S 85'02~52~~ E 7026 976.00 140.32 140.20 2.53 2.52 ~T' ~S~~ `'~~'pN 4. , 86
. . ~ 2 '3 3 , 9 CZ9 D2'47'24" 0T47'24" 05'S2'14'~ 05'52'23" S 79'32'02'~ E 23.77 976.00 47.53 47.52 0.29 0.29 '8~' C30 02'49'55" 0749'55" 05'52'14" 05'S2'23" S 76'43'23" E 24.12 976.00 48.24 48.23 0.30 0.30 ,
~ r~• ~ .09 ' PARCEL(S) INFORMATION• " 6 4, 4 C31 D5'S8'51" 05'56'51" 05'52'14" 05'S2'23" S 72'18'60" E 50.99 976,00 101.88 101.83 1.33 1.33
CITY ENGINEER ~ ~ saw~~e ~ ~ r^ l O ry TAX MAP~ ~ .094
1 ViT ~ b ,"J - ~ CURVE DATA~ ZONED~ (PATIO HOI~S WRHIN BELMONT FARMS PUD)
~ . 4 AC ~ ~j ' , ~0 • ~S$~ NUMB I Lt. Ic Da Dc CD T' R' L' LC ' E' M~ TOTAL SIT'E ACREAQE 8.065 AC.
- i on ao~ o~ ~ 4~ ec , 7 C1 86'54'07" 8554~07'~ 190'59~09~~ 152'46~18" N 6T13'23~~ E 28.42 30.00 45.SD 41.26 11.32 8.22 ~~~WAY~ (TO CEWI'ER OF 3AC)' ~2~
o c o~ _ , /~r~~V ~ °i~'~'''''':'~' , ~ C2 8532'07" 86'32'07" 190'S9'09" 152'46'18" N 25G3'30" W 26.24 30.00 45.31 41.12 11,20 8.16 AREA OF ROADWAY 45 R.O.W: (3(?. gJ,J73 SQ. ~ C3 9558~58'~ 96'58~58" 229~10'S9" 152'46'18" S 28'00~03" E 28.25 25.00 42.32 37.44 12.72 8.43 TOTAL NIAuIBER SIN(aLE FAMILY LOTS~ """~J
J ~ ~ °J+.~'.~''} ~ ~ ' a e ~ - ~,2 C4 BG13'15'~ 8513'15" 229'10'S9" 15246'18~~ N 6336'04" E 23.40 25.00 37.62 34.17 9.24 6.75
a o o , . , , TOTAL NUMBER DUPLEX LOT~ -34 C5 01'43'54" 01'43'54" D9'28'13" 09'28'52" N 2T21'23' E 9.14 605.00 18.29 16.29 0.07 a•~~ TOTAL NUNIBER 3UBDIV310N LOT~ ---------49 , 55 C6 01'S9'21" O1'59'21" 10'13'S3" 10'14'42" S 21'29'07" W 9.72 560.00 19,44 19.44 0.08 0.08
0.095 C7 03'52~02" 03'52~02" D9'28'13" 09'28'52" N 24'09'21" E 20.42 6D5.00 40.83 40.83 D.34 0.34 ~N. 3IMGL.E FAMILY LOT SRE~
EIP ' ° s s CB 04'00'03" 04'00'03" 10'13'53" 10'14'42" N 24'26'48" E 19.56 560.00 39.10 39.09 0.34 0.34 A~. LOT SQE~ (INC. DUPL.EX LOTS)------'6,~6J SQ~.
7 ~ 6,10 , a p~ ~ / C9 03'35~38~~ 03'35~38~~ 09'28'13~~ 09'28'52~~ N 27'53'12" E 18.98 6D5.~D 37.95 37.94 0,30 0.30 ' "D. , C10 04'10'59" 04'10'S9" 10'13'S3" 10'14'42" N 28'34'19" E 20.45 560.00 40.89 40.88 0,37 0.37 BU~.DING 3EI'BACKS~
~ ~ 143 A~, 0.169 C g ~1 MIMMUNI 9 Ci1 04'05'33" 04'05'33" 09'28'13" 09'28'S2" N 3+'43'47" E 21.62 605.00 43.21 43.21 0.39 0.39 ,
6' 3 99 S~° 4" , 0 ~ > s . ~ ~ 6,396 C12 04'12'13" 04'12~13~~ 10'13'S3~~ 10'14~42~~ N 32'45~56~~ E 20.55 560.OD 41.09 41.08 0.38 0.38 ~ 25 6,396 F C13 13'18'26" 13'18'26° 31'23'42" 31'48'06" S 79'56'32" E 21.29 182.50 42.39 42.29 1.24 1.23 -'"--"--"--'-----°"-----"--~0'
0.09 ~ ~ , ~ , 0.147 0.147 C C14 45'47'12° 45'47'12° 41'4D'11" 4238'51" S 80'36'S3° W 58.06 137.50 109.88 106.98 11.76 10.63 g~ ~ER: -----------------------25
. ~ ~ , ~ 889 ~ ~ , C15 18'55~25" 18'55~25~~ 31'23'42" 31'48'O6" S 87?6'07" W 30.41 182.50 60.28 60.OD 2.52 2.46 ~R, ______~__~__~__~__~_____~20~ \ Ci6 1715'32" 12'15'32' 31'23~42" 31'48'06~~ N 6540~38~~ E 19.60 182.50 39.05 38.97 1.05 1.04
. ~J ~j' ~ .089 ~ ~ ~ 1 ~ RC ~ \ \ 5 ~ ~ C17 0749'36" 02'49'36" 31'23'42" 31'48' 6" S 5^'G?'05" W 4.50 182.50 9.00 9.00 0.06 D.O6 MI~NMUM LOT INIDIIi IN BLDG. PAD AREA~
~ ' C33 ~0fi ~ ~ C1B 90'56'20~~ 90.56'20° 286'28'44" 1574 , 8° S 12,15'O6" W 20.33 20.00 31.74 28.52 8.52 5.97 (S~K~.E FAMILY LOT ONL`~
n~h s~ 0 40 ~ C19 4G49'39 4649'39' 95'29'35" 15746'1 S 0~ 54'17~~ E 25.98 60.00 49.04 47.68 5.38 4.94
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RADIUS 976.00 ~ DRAWN BY; 2. I~ON CITY APPROVAL OF WATER AND CATIONS, STANDARDS AND DESIGN AVAILABLE IN THE
' ~ r ~ ~ BEARING S79'14'47"E .~o~X a°~ rV 00. P~e _ SEWER LAYOUT PLANS WILL BE DEPT. 4F ENGINEERING, AND TO NCDOT STANDARDS. DATE: ~
CHORD LENGTH 336.28 ~o' ~ , s~~~ c~ 0 PROSPEC ~ ~ TIVE FUTUR ~ U VE YIN G P. A. 4. ALL UTILRIES WILL BE UNDERGROUND. L A N D S R , SUBNI~TED TO DOMINION NC POWER FOR 12/20/01
E 90 R.O. N~ W. ~ ~ ~ 356 SF cHECKEO e~: ELECTRIC LAYOUT AND TO DATES~
. NON-ACCESS EASEMENT~ ~ o. 15 AC _ P~B 215 EAST MAIN STREET TELEPHONE [phone] ~~~PHONE INSTALLATION. IT IS 4 22 2002
SURVEY DATE: CLAYTON, NC 2752o FAx [phone]t6 UNDETERMINED WHETHER GAS WILL BE IN-
FOLLOWING LOTS SHALL NOT HAVE DRNEWAY rso~ ~ ~ p~8 ~ ~ o~ ~z/is/o~ CLUDED WOW OR LATER.
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CONSOLTING ENGINEERS D ~ o7416 CHAPEL HILL ROAD, RALEIGH, NORTH CAROLINA 27607 ~ PERMITTED FOR CONSTRUCTION RAL.BQH NC 27619
, Q~ ~ . TELEPHONE: [phone], FAX: [phone] A" ~ File name: D:/Caddata/2002/Patio Homes Rky-Mt/PatioSvn_1/PatioSvn_1.DWG
p 10405E LIGON MILL ROAD, WAKE FOREST, NORTH CAROLINA 27587 Y R, Bti o
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( ) , ( ) .•Q 0 9 G ~ I 10405E LIGON MILL ROAD WAKE FOREST NORTH CAROLINA 27587 ~6 .
I . . . ~ , ~ y TELEPHONE; 919 570-1360 FAX: [phone] - ~ryi B~' , ENGINEER S ~AL u, ~ ~ ~ ~ ~ ui ~n
CIL - BISHOP ROAD nmtun D WATER AND SEWER ONLY ~
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nrcTr.urn ('I - - - - - - - - - - - - - - - - - - - ~ ~ r ~ i n n i i i i i ~ n SCAI F SHEET N~~
~ DATE; APR(L 22, 2002 .
nRawN CLV VAUGHAN ASSOCIATES p HORIZONTAL; ~ WL ~'L L )IIA VIL LA GL
308-A E MMbrook Roed Landscape Architecta e~ a ~ PROFILE ROADWAY 1 " = 50' ,
CHECKED cLv R°"'o NC Planning Conaultants ~ SUBDIVISION CONSTRUCTION PLAT PROJ, # VERTICAL,
Tel~ Rak"M ' O(fim 919-844-5556 0' ~ P2 P2 DWG FILE #
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REV,NO, DESCRIPTIONS DATE RALEIQH NC 27619 RQ& OIfiCw 919'3B5'3300 ~
REVISIONS

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AS DESIGNED WITH MATERIALS AND . . . Y ti1.~ , ~ • ~ I N MILL ROAD WAKE FOREST NORTH CAROLINA 27587 ~ R, B~ . ~ 10405E L GO , , ~ ~ip11f ~~ti~~o p'v ,
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File nar~e~ D~/Caddata/2002/Patlo Horoes Rky-Mt/PatloRMt_3/PatloRMt_3,DWG
SCALE ~HEET N~,
DESIGNED CLV ~ I A 1 1/11 1 A\ 1 A f1 ~'1 /1 /11 A Tr r'1 ,c1~ ~CL ~ ~CL ~ ~ ~ ~ ~ ~ ~ ~ ~ n ~ ~ ~ ~ ~ ~ / I / ' ~ neT~, APRII 99. 9002
HORIZONTALl '
DRAWN CLV V UViI'11yIV HOOVk..IH I C0 308-A E. MWIbrook fioad Landscape Architects ~ ~ J . , I,
~ PROJ. # 1 - 50 i
CHECKED CLV Releigh NC Planning Gonsultants 'SUBDIVISION 1 b ~ CONSTRUCTIDN PLAT VERTICAL, ~ DWG FILE # I
Tebphona Releiph Offm 919-844-5566 • ~ • 919-365~883 q ~ mei addreeff PO BOX 20828 Fex~ P PatioRMt 3.DWG 11 = 5)
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~ ~ ~ ~ 1 ~ NUMBE I Lt. Ic Da Dc CD T' R' L' LC ' E'. M'
o~ ~ C32 1S4B'34" 1548'34" 09'S0'10" 09'50'54" N 2T23'4J" E 70.54 582.50 140.58 140.05 4.26 4.22 C33 5748'09' S746 D9 3548 38" 362512' S 8406 41 W 79.~7 180.00 147.38 142.21 18,61 16.67 I
z~ ' ~ ~ / ~
~ ~ \ ~ ~'IOP ROA~ SC i , , , h~a9e
~N ~ c~ TI N G v~+ easN-cs~ oFr. s~rr~ NUMB I Lt, k Da Dc CD T R L lC ' E 1~ ' Rd ~ C28 08'14'16" OB'14'16" OS52'14" 05'S2'23" 5 8502'S2" E 70.28 976.00 140.32 140.20 2.SJ 2.52
U O . ~ ~t1 a 18f5 CF A g~ 24 AC _ . S M H D ~ a oR vou cF C29 074724" 0747 24' 0552 14 05'S2~23 S 79'32'02 E 23.77 978.00 47.53 47.52 0.29 0.29 I C30 0749'55" 074955 05'S214" 0552~23' S 754323' E 24.12 976.00 48.24 48.2~ 0.30 O.JO ~
z m , TOTAL DP'~i (NC.f R. STOR .5 FT ' C31 03'58'51' 0558'S1" OS'S214' OS'52'23 S 771B'60' E 50,99 976.00 101.88 10L93 1.33 1,J3 ~
TOP RIM 109.60 ~ e~~+~•~ -~~r ~ , ~r ~ CI~NE DATA~ Ftd' ~ I
INV OUT-88.44 ~ ~ 10 ~ SITE ~o/ , ~ NUM I Lt b Da Dc C~ T' R' L' LC ' E N'
SSMH 'C' - ' INV OUT 88.32 Ct 8554'07" 8654'07" 190'S9'09" 15746'18" N 6T13'23" E 28.42 30.00 45.50 41.28 11.32 8.22 ~ I
TOP RIM-110.50' . C2 BG32'07 8532'D7" 190'S9~09' 15746'18" N 2G03'30' W 28.24 J0.00 45.31 41.12 11.20 8.16 C3 9658'58" 9558'S8" 229'10~59° 15746~18° ~S 2800'03' E 2825 25.00 42.32 37.44 12,72 8.43
I NV I N-101.17' , NOTE! NCDE~ C4 8513'15" 86'1315' 229'10'S9" 15746'iB' N 63'36'04" E 23.~0 25.00 37.62 34.17 9.2~ 6J5 ~ TE! NCDENR WETPOND IS ALLOWED ~5 01'43~5,~~ o,~,~~u~~ ~~z8~,3-~ o9~z8~52~~ N Z,~Z,~2,~~ E 9.,, 605.00 18.29 ,g.z9 0.0~ o.o~ ~
C6 01'S9'21" Dt'59~21~~ 1013'S3" 1U14'42~~ S 11'29~07° W 9J2 560.00 19.44 19.44 O.DB D.OB 301 y TO SERVE AS TEMPORARY SEDIMENT C7 0352~02° OS52~01~~ 09'28'13° 09'28~52~ N 24'09~21" E 20.42 605.00 40.83 4D.83 0.34 D.34 a N,C. ~
INV OUT-88.75' 0 ~ TO SERVE ~ C8 04'00'03~~ 04'OO~OJ" 1U13'S3~~ 10'14~42'~ N 24'28~48~~ E 79.56 580.00 39.10 39.09 0.34 O.J4 0 Wesleyan ~
~ SIN DURING ~ ~ ~IN DURING CONSTRUCTION. AFfER ~ ~TJS'38" 0.7'35'38" 09'28'13" D9'28'S2" N 2T53'12" E 18.98 805.00 37.95 37.94 0.30 0.J0 = C10 04'10'S9" 04'10~59" 10'13'SJ" iP14'42" N 28'34'19° E 20.45 560.00 40,89 40.88 O.J7 0.37 c~ College a
~ R DWAY IS F ~ ~DWAY IS FULLY STABILIZED, REMO C11 04'O5'J3" 04'05'33" 09'28'13" 09'28'52" N JI'43'47" E 21.62 605.00 43.21 43.21 0.39 0.39 (n ~ C72 04'12'13'~ 04'12'13~~ 10'13'S7" 10'14'42" N 374556" E 20.55 560.00 41.09 41.D8 0.38 0.38 Tyler pr Q
~ ~ ~ L SEDIMEN wROP ~ NOT~. N~D NR WETPOND IS ALLOWED _ SEDIMENT BEFORE BEGINNING C73 iT18'26" 1J18'26' 31'23~42" 31'49'O6" S 7756'32'~ E 21.29 182.50 42.39 42.29 1.24 L23 ~Q C14 45'47'12" 454Y12" 41'40'1Y' 4738'51" 5 80'36~53" W 58.06 1J7.5D 109.88 106.98 11J6 1D.BS
S TEMPORARY SEDIMENT WETPOND PL , , ~0 ~E YE :TPOND PLANTING AND OPERATION. ~,5 1655'25~~ ~~~~z5~~ 3,~2~~4~~~ „~,~~06~~ S~,b~o,~~ W~.,, ,82.~ so.~ 2.,2 2.,~ r^~ C16 1775'32" tY15'32" 31'23'42" 31'4B'O6" N 6640'38" E 19.60 182.50 39.05 38.97 1.05 1,04 "J I Ct7 0749'36" 0749'36" 31'23~42' 31'4B'O6" S 59'08~05" W 4.50 182.50 9.D0 9.00 0.08 0.06
B SSMH , ~IN ~1RIN CONSTRUCTION. AFTER C18 9P56'20" 90'56'20' 2852844 15746'18' S 1715'O6' W 20.33 20.00 31.74 28.52 8.52 5.97 Ci9 454939 46'49'39' 9529'35" 152'46'18' S OS54'17" E 25.98 60.00 49.04 41.68 5.38 4.94 VICINITY MAP
TOP RIM-110.54 ~ ~ 0 D W. A Y~ F U L L Y S T A B I L I Z E D R E M O. C20 251540' 29'1540' 952935 15746'18' S 34'OB'22 W 15.66 60.00 30.64 30.31 2.01 1.95 1VO~ I O ~7~.//`1~G ~
INV OUT-101.89' ' D E V E L O P E D R E S I D E N T I A L ~ A E[~ 1 b I E N T B E F O R E B E G I N N I N G Y C21 41'00'50" 41'00'S0" 95'29'35" 15746'18" S 69'16'3B" W 22.44 60.00 42,95 42.04 4.06 3.80 C22 4P52~36~~ 4V52~36" 95'29~35' 15746'18~~ N 69'46~/0~~ W 22.36 60.00 42.81 41.90 4.OJ 3.78
~ ~ ~ ~ P A N T I N G A N D O P E R O N. C23 38'3315' 38'3J'15' 85'2935 152'48'18' N 30'03'44 W 20.98 80.00 40.J7 J9.82 3.5E 3.J6 ` C24 09'34'16" 09'34'18" 95'29'35" 15746'18" N 0559'S9" W 5.02 80.00 10A2 10.01 0.21 0.21
~ RP PROPERTY ~S = C25 J8'S5'12" 38'S5'12" 95'29'35" 15746'18" N 1B'14'45" E 21.20 60.D0 40.76 J9.98 3.64 3.43 C26 2U29'S8" 20'29'S9" 95'29'35" 15T46'18' N 4T5Y21" E 1D.B5 80.00 21.47 21.35 D.97 0.98 r °..~,C.
TEMPORARY DNERSIONS ~ _ _ Q, ~
~ 0 TEMP RARY DIVERSION .~1x : y 8TORM 3Y3'iEM DATA: : ~ r~?Mti'h ~.s,'~'~'
~ n~~F~~~~~ ~ ~~v;-k' k+.~,.*'..~ `r?,:!;:^~<=:~ :.~i~4 ±;7 .r+ ~ ' O SURFACE ~A IOT/~1 UA IMPERYl0U5 TQfk WiD. C' WID. C TOTFL INfENSItt TOTAI Fl.OW: S11)RMUNE ':1!«} „K::;~ Ty.,.~ j'i _ ~ PRIMBER: TO CURB INLET. TO IHVERf: ARFA AC. INPEfMWS AC IMPERY 0.BS PEM/. 0.4 WfD. 'C' IN. HR. CU.Ff. SEC Dl~ IN. ..2„~ M1 , y~r'~:.ti r ,~,;,,,w~y;...,
> \ ~ ~ arraNn~~nva+r~ aaeN-ce~ oEr. 4 ~ ~ , \ x ~~as~- ac _ ~ , 97 ~y: j ~!'`.;ar:~"v."h•• . ~ DI-1 .53 AC. .53 AC. .281 .281 .504 .188 .69 8.5 2.J8 18' ~ ~ ~ 4r:=+' . , ~ DI-2 .539 1.069 362 .54J .483 .197 .BB 6.5 4.72 18'
SSMH ~ a ~ rarN. o~r?i ~oo~ sro~ -a~ ~r ~ .09 ~ .r'. ~v' 01-3 .53 .53 .JO .30 .5~8 .174 .71 6.5 2.46 i8' .Q~ 3 , ~ DI-4 .085 .A15 .09 .39 .802 .148 .)5 6.5 3.00 18
TOP RIM-114.04 . . ~ "~"-~~T ~ 3 ~ ~ , S SNH- i.6B4 .911 .526 .i7s .70 6.5 7.Ee ~t' 3 • 01-6 1.01 1.01 28 .26 .245 29) .54 6.5 J.54 18'
INV OUT-106.94 , s,740 SF 4, ~ ~ ~nY DI'7 .021 1.831 .1J6 .~0 .208 .J13 .S2 8.5 6.18 18 ~ q-e f~ U .JJi 2.162 ,229 .829 ,278 294 .58 &5 7.87 18
DENR ~ POCKET ~ . o ~ 4~ (r ~ q-9 .0.78 J.E9 1.56 .781 .YJ9 .E2 8.5 15.6e 24 . O'~ ,~S ~ ' q-10 5.89 1.56 .381 .239 .62 8.5 15.6A 24
W ~ E I P d-11 J.89 1.58 .J81 .239 .62 6.S 1 5. 8 ~ 2 4
~ E I ce~ s~rr ~ s~ o ~ 4~ 3 7 6 1 2 3. 8 9 1. 5 6 .J81 .239 .62 6.5 15.68 24' \ STORM BYSiH~1 DATA: ((~Ni~AJED)
NOTE! DO NOT CLEAR LOTS 19 -27 y~~-~~~,~ 3 0 ~ . 86 A ~ ~,R A~ n 70T M~ERf Ml: IM4RT OUf: TOTAL WfD. YlfD. TOTAL INIENSIIY iDTfl ROW. STORAIUNE 7 IHIMBER: CU.FT, SEC IF qFFER IAIPEfMWS AC 1~1PEIN 0.85 PERV. 0.4 WID. 'C' IN. HR. CU.i7. SEC DK p,
~ 3,9 UN11L ROADWAY STORM SYSTEM ~ _ ~ 8~' UI-1 2.39 125.5 .281 .50~ .188 .69 8 2.9J 18 6 4 DI-2 4.72 125.0 142.90 .543 .483 .197 .88 B 5.82 18
.og . . ~ sa ~x ~e ~ DI-3 Y.48 122.00 .JO .538 .174 .77 B J.Ot IB ~ DI-i J.00 121JS 121J5 .J9 .BU2 .148 75 B J.89 ~g'
- ' 3 FUNCTIONING AND SILT PROTECTION o y , D1111 ~ y .094 StNH- 7.66 120.95 120.95 .933 .526 .178 .70 8 9.4J 18 S ry ~ DI-6 ~.54 721J4 .26 .245 ~.297 .54 8 4.3E 18
DEVICES IN PLACE TO PROTECT , ~ 4.0 1 N DI-0 e.~e 1.AS7 .138 AO .40t .31~ .32 8 7.62 tE 1Q a-8 7.87 2162 .429 .E29 .276 .2&1 .5! B 9.BB 18 .SS~ DI-9 15.fi8 3.89 120.35 1.56 .J81 .139 .64 B 19.29 p4• .
_ ~j . AC e C I 0 n STORM SYSTEM D~ .~Y ~h~~~;,~. ~ o~ ~ DI-1D 15.fi8 ~.E9 1.56 .381 .2J9 .62 8 19.29 2{' ~ 4„ DI-ii 15.68 J.89 1.38 .J81 .139 .62 8 19.29 q4•
OC o , ~ ~ 4 . ~ 'r~ 1 oO DI-12 15.68 3.89 1S8 .JB1 .239 .82 8 79.29 24 r
~.:::M::~ ~ _a,~ , 1~
a o o a , . ~ ~ ~ °t'~.:* ~ .2 ~ ,
x Wa DEVELOPED RESIDENTIAL 55 ,
EIP ~ • 8 sfrrra 9 0.095
PROP RTY 6,10 ° h ~ I
T 1 ~ ~ `'p,~ 43 A • 0.169 C • J ~I
6 ~ , . , ~ 3 99 4 9 I 4 "S
~ s ~ o ~ 0.09 ~ ~ 6,3 6 F EROSION CONTROL NOTE!
~ , ~ ~ ~p Q ,889 0. 47 C ~rns ~ ro ee a.e,ar~ r~ eu~~t~o Foo~rrr,
GJ ~ • \ ~j '~j .089 DF~VEWAY, MD BMALL YARD AAEA8 TO SAVE A3 MAN1' 8HADE TRff8 AS P083~E
~ 5 , • Rc ~ C33 1 ~ DUE Tn TFE 91~IALL AREA oF CIPAFNQ A~D DiEtTION aF
EIR ~ ,o ' 6'1 ' BUf~ACE FLOW~ OF~-91iE BLTI~K) IS NOT A PROBL~I ~
.1 9 '0 ~ ~ ~ ~ N ~ g 4 158 ar ~ors ~ n~u so. w~vea a Pora~ru~ r~ or~sr~ s~nrc~ s~ou~ w~ m oeva.oP our~o
~ o g5 ~ .095 C co~er~x."raK s~r ~ sHaLL e~ Nara~
~ 3 3,88 ~ ~ BPECUIL BEOUB~CE) o, s , 0 ~T ~ 0.08 ~ 22 1/2' BENDS ~'W e. 06 6, BUF+~IT TO PROlECT ~FF-8rtE PROP6i1Y.
~ 0~ ° S 900 PVC WATER MAI 4 ~
, 3,888 4 ~ J 91 ~ .08 ' 4 ~ .095
. g ~ ~ .
NB'TAL1. SLT ~ , ~ ~ 1 ~ , ~ 6,060 S 2 S ~ .6~ ~
~ 'm 0.139 ' ~ °r. ~ o, ~ .1 2 A o~ o ~
~ . ~ ~ N 40 ~S ~ o
> > i~ 1~ ~ 0 0.093 • ~
' ~ 0 po s 8 ~
4,422 60•
~ .102 i ~ ~ 4,1 S , , , ~ .1 .0 6 A o° ~D~ 9 ~
'1, • , ~
~ , ~ ~ 7 S 4 I o ¦ ~ ~
~ 4 > c S 2 0' .085 A ~ 6 ~ , ~ , .6 - I
9,67 SF ~ 0 02 S 's ~
0. 4 0.1 C' o' 095 C I \ 095 C , , , , . ~ ~I
zz i/z• 6 n~ ~i , 's 0 50 100 150 2pp 250 i
. 4 S ~ ~ ~ ' . ~
~ 0 3 A o ~ ~1' 4"ss r~ ` ~ 5 ~ ~ ~ C4NSTRUCTION PLA 7
~ , ~ . ~-g ' z2 ~ ~ ^ . 4 1 8 OWNER
~ a~o o~ 5 1 .09 C $ BELMONT FARMS PARTNERS 9 C
3 ~ ~ 097 6 ~ P ~ , ~
~ ~ , - 0 ~ 6 15 9 0 .
, , i 4 ~ ° ~ .0 AC .22 A ~28, PROGRESSIVE DEVELOPMENT PARTNERSHIP AC LOT 1
~ 18 77 4,1 S ~ ~L , 0 SF ~ 4,947 s~ ~ ~ BELMONT VILLAGE SQUARE
~ 1 ~ ~ 4 q~ ~ 0.431 ^ ~ A o or OF WILSON NASH L.L.C. B~M 28 PG 116 '
~ 6 5 . ~ 3 ~ . ~ . S , ST. WHITAKERS TOWNSHIP, NASH COUNTY
ERP ~ 379 S _ v~ eS' 8,9 F ,095 4 , NORTH CAROLINA
C2g r 0.1 6 C ~ L .206 A ~ , .094 1
> I ~ ~ ~ OWNER ADDRESS~
9 lg ~ ~ . ~ O' 1 p ~ 10 2 SF ~ NOTEI % DANNY PEELE OR MICHAEL HOCUTT
~ ~ \ .246 AC 2 g PROPERT( BOUNDAF~ES AND ROADWAY EXISIING CONTOUR ELEYATIONS TAKEN FROM PROGRESSIVE DEVELOPMENT PAR7NERSHIP
- ~ 7 0 ~ ~S RVEY BY BRENNAN LAND SUF~VEVING, P.A. DATED 12-20-01 WI~CH IS REFERENCED BELOW~ OF WlLSON NASH. L.L.C.
/ s 40 c~ac ~a~cs) cs~ sErr~ ~ 0. 31 A ~ ~ 8541 BAILEY RD. NOTE. THE DRAWING ABOVE BY VAUGHAN ASSOCIATES IS NOT THE REFERENCED DRAWING
~e~ / • ~ ~ .0 b' RCPx2/' 2•9~ SIMS, NC 27880 IN THE ARROWED BLOCK BELOW. TOPO FROM RELD SURVEY ~
DA•~~ W 9,87 S , °j o-(.s5 qc,) x c(.~ x ~(7a2 W?~0 2. S 49 3 ~ 5' DRAI NA~
ARC LENGTH 337.97 ~ ~ ~ ~ ~ A~ ,~r~wu.c~,rac~e•~wro-uoxea~ s .095 UTILITY FASE 5' DRAINAGE & SURVEYED BY: 1. TOPO TAKEN FROM FIELD SURVEY 3. ALL CONSTRUCTION SHALL BE CONSTRUCTED PE
RADIUS 976.00 ~ O UTILITY FASEMENT (TYP,) ~SS BY BRENNAN LAND SURYEIING, PA CURRENT CITY OF ROCKY MOUNT MANUAL OF SPECI I °w,w" BY: 2 UPON CITY APPROVAL OF WA CATIONS, STANDARDS AND DESIGN AVAILABLE IN TH
~ BEARING S79'14'47"E ' ' , r ~ CHORD LENGTH 336.28 x ~ ~q( P~B TER AND
~ Ap~q~, ~ ~ PROSPEC ~ 0 TIVE F ~ pA~: - - - SEWER LAYOUT, PLANS WILL BE DEPT. OF EN(~NEERING, AND TO NCDOT STANDAR .
UTURE r 90 R.O.W. ~ ~ uNC~ ~ q~ LAND SURVEYING P. A. 4.,~ ~ z/zo/oi ~ SUBMITTED TO DOMINION NC POWER FOR U11L~lES WILL BE UNDERGROUND.
+ ~ ~A . ND - ~ ~ 356 SF N ACCESS EASEMENT• CHECKED ~r: ELECTRIC LAYOUT AND TO ~ Easr MAnv sn~r ~oivE s~s--~-~oo DATES~
~~N~,~ 0. 15 AC PJB FOR TELEPHOWE MVSTALLATION. IT IS
FOLLOWING LOTS SHALL NOT : ~r~= " HAVE DRNEWAY rs ~ . ~fIAVG ~ 0 p~ .~r,r 8' PYC su~ a~~: CLAYTON, NC 27520 FAX [phone] 2002 UNDECIDED WHETHER NATURAL GAS WILL
a~s aNO ~r-oFW ev ~ ACCESS TO BISHOP ROAD~ ~ 5 6~~ R e ,a, ~2/~a/o~ BE INCLUDED NOW OR LATER, I
a~as or~~ cr~.) iw '~a,~ x,, > °s, ~n• PROIFCT F~MAINING W AREA3 rn
~ ~c THIS LEAVES ONLY LOT 18 + ~ 1 19 , ~ ~o~ o ~ ~
REQUIRING DRIVEWAY ACC ~~N 4• s,~s u~r tMrr _
ESS TO BISHOP ROAD q EXISTING ~F ~x ~ ~ u~ 8~r ~ TOTAL DISTURBED AREA ~ ~ ~ ~
ri~,~ ~ 2 F.HYD. . 5.4 AC.
~ \ F'~e~ ~ ~ 308-A Ma~ook Road Landsca e Architecte ~
r~. ~'w~, ~ ~~cr~ ~ Releioh NC PIAw,rh.~ r~„n~~i+A„4n ~ :
6" z 20' WDTH x 50' LNG1N "4*0~ ~ o . ~ L r~r,or,~ omoa s~s-e4a-~s ~
WASHED (RAVEL ~ 844 qN ~
Y ~ DONSTRUCTM ACCE33 PAD 0 BARRICADE TO EXrT UNTL . PLANS NOT me~ adctee~ Po eox ~oeze Faz: s~3s5-eees ~ wu .ea~ Nc ~s ~e. oreoa s9-~-Moo ~ ~P
%,n- ~ PERMITTED FOR CONSTRUCTION awo
At~ 0 ~ ~ File name: D:/Caddata/2002/Patio Homes Rky-Mt/PatioSvn_1/PatioSvn_1.DWG
~ \ ~ .
I

i
~ ~ ~ / : . ~ . ~ ~ ~
9 /
: o ~ 19 ' / - f~
~ ~ / ~ ~ /
~ 9
6' CHAIN LJNK FENCE
~ . ~ ~ B fqPRAP ~ S~n~a e 9
/ ON 1 • SLOPE AREA ~ , . 0 Rd. .
W MARS~i CIYPJ . : . p o V ` _ , '
~ 1~ a
'.lo \ ~M a ~ y WETPOND SHALL BE IaIAINTAINED BY ~d• o~ . SITE ~ /
~ y \ y , % . ~ ~ W W ~o~ u~ ~ ~~w ~oi oF ,
\ ~Y W W LOT3 HAVE BEEW SOLD AT WFpCH TiME `~I ~ ~ PROJECT Fi0ME0WI~R'S ASSOCIATION
\ W W SHALL TAKE OVER AND BEAR RE~MY ~
~Y i ~Y / ~ i y y y . REPA 301 ~ FOR AI.L RJR'Ti-IER i~AIN'i'ENAWCE, I~S, e
W W ry . 1. . GRA OPE 6' CHAIN LINIC ~ REPLAMiNGS ETC PER RECORDED WETLAI~ a N.C. ~
\ W W \W W 1 ~ ~ry~~ W ~Y ~Y ~Y W ~ Wesleyan ~ ~ 2 OPERATION AND MARVI'ENANCE AQREEN~WT. ~ College D
\ D , , W i ~Y ~Y ~Y ~Y W m ro Tyler p~ p
y ~Y y y y : y i i ~ ~ \ / ' ~
~Y y i y i ~Y y y . ~ ~Y ~Y ~Y W J' W ~Y V' W W y [r o ~ ~
J W `Y W ~Y ~Y W V W W ~f,~~.::'.. W W W ~y ' ~ ~Y~LI ~ ~ DGIRifI ~
~ ~ W y W W y W W ~Y W y , \
\ ~Y ~ ~Y ~Y ~Y ~Y W ~Y ~Y W \ ~ , . _ ~~•.l ' y ~Y ~Y ~Y ~Y ~Y ~Y , VICINITY MAP - NOT TO SCALE
y y W W W ~Y W ; „ \ ~ 0
W ~Y ~Y ~Y ~Y W W d' ~ \ _
~ W d' W W`~ W ~Y '~W W W W W ~ W W W 'Y W W W W W W ~ • , ~ a. ~ 0 9 I 9
~Y ~Y ~Y W W ;:.1.'.~ W W ':I"' ; . /
W W ~Y ' ~Y ~Y ~ ~Y . ~ , \ \ ' ' ~Y y ~Y W ~Y ~Y ~Y :.t . ~ . . ' . . ~
\ d' ~ y ~ i y y y~, y ~ ~
~Y ~V ~Y ~Y W W ~Y ~Y ~Y ' ~ . , . . . . ~ . . , • .
W W W y' W ..~x...:~ W . . . ' . . . ' . . , . ~V ~Y W ~V . ' ~ ~
. ' ~Y ~Y / . . . . . . / : . - ~ / ~ P ~ STORM SYSTEM DATA~
Y Y Y ' / . . . . . . , . . . ' ' . . ' . y ' . . ) . . ' . . . . . ~ , . ~ -
. ~ . ` . . ~ . . . ' • ' . . TRUCTURE SURFACE D.A. TOTAL D.A. IMPERVIOUS TOTAL WTD, "C" WTD. "C° TOTAL INTENSITY TOTAL FLOW: ST~RMLINE
/ . ,1 ~ . . . . . ~ . . ~ , NUMBER: LEf: TO INVERT: AREA AC. IMPERVIOUS AC IMPERV ~.95 PERV. ~.4 WiD. "C" (IN./HR. CU.Ff. SEC DIA. (IN. , I ~ TO CURB IN ( ) ( ) (
~ . ~ IN LINK GA . . . . . , . : ~ o . . • ~ DI-1 .53 AC. .53 AC. .281 .281 .504 .188 .69 6.5 2.38 18" ~ ~ . ~ ' , . ~ . DI-2 .539 1,069 .262 .543 .483 .197 .66 6.5 4.72 18"
0 . ~ . ~2/. . . . : ` ' ~ . . . . • , DI-3 .53 .53 .30 .30 .538 .174 .71 6.5 2.46 18"
~ - . ~ . ~ DI-4 .085 .615 .09 .39 .602 .146 .75 6.5 3.00 18" ? . .
~ . , , ~ ~ ~ . \ ~ • ~ ' ' - t .684 .933 .526 ,178 JO 6.5 7.66 18" . STMH 4 DI-6 1.01 1,01 .26 .26 .245 .297 .54 6.5 3.54 18"
1 ON t~ 1 SLOPE A ~ ~ . ~ ~ . • . . ~ DI-7 .821 1,831 .138 .40 .208 .313 .52 6.5 6.18 18" / . .
~ ^ . ~ . ~ ' . ~ ~ DI-8 .331 2.162 .229 .629 .276 .284 .56 6.5 7.87 18"
~ o~ ¦ ' DI-9 .038 3.89 1.56 .381 .239 .62 6.5 15.68 24" ~ . ~ ~ . . ~ Dt-10 3.89 1.56 .381 ,239 .62 6.5 15.68 24"
~ ¦ ~ ~ ~ , . ' DI-11 3.89 1,56 .381 ,239 .62 6.5 15.68 24"
o ~ ~ • DI-12 3.89 1.56 .38t ,239 .62 6.5 15.68 24" • ~ . ~
~ ~1 1 \ o ~ ` ~ ~ ~ STORM SYSTEM DATA~ (CONIINUED)
1 ~ ~ ~ / ~
~ ~ ~ ~ TRUCTURE TOTAL FLOW: INVERT IN: INVERT OUT: TOTAL WTD. "C" WfD. "C TOTAL INTENSITY TOTAL FLOW: STORMLINE \ ~ NUMBER: CU,Ff. SEC IF DIfFERENT IMPERVIOUS AC IMPERV ~.95 PERV. ~.4 WTD. "C" IN. HR. CU,FT. SEC 61A. IN,
12~ \ ~ ' Tf ~ DI-1 2.38 125.5 .281 .504 .188 .69 8 2.93 18"
~ ~ ~ ~ . ~ , / ~ DI-2 4.72 125.0 122.90 .543 .483 .197 .68 8 5.82 18"
DI-3 2.46 122.00 .30 .538 .174 .71 8 3.01 18" DI-4 3.00 121 J5 121 J5 .39 .602 .146 .75 8 3.69 18"
ST~1H- 7.66 120.95 120.95 .933 .526 .178 .70 8 9.43 18"
DI-6 3.54 121.74 .26 .245 .297 .54 8 4.36 18"
~ . . ~ DI-7 6.18 1.831 .138 .40 .208 .313 .52 8 7.62 18" DI-8 7.87 2.162 .229 .629 .276 .284 .56 8 9.68 18"
DI-9 15.68 3.89 120.35 1.56 .381 .239 .62 8 19.29 24"
. . ~ DI-10 15.68 3.89 1.56 .381 .239 .62 S 19.29 24"
- . - ~ DI-11 15.68 3.89 1,56 .381 .239 .62 8 19,29 24" , DI-12 15.68 3.89 1.56 .381 .239 .62 8 19,29 24"
11 1
. - . . - n t~
~ ~ ~ ~ ~ ~
. ~ . .
~ _ .
I
~ ~ I
- ~ I i
, I
~ • • ~ ' NCDENR POCKET WETLAND DESIGN• ~
I
- , . ND SURFACE AREA~
REQUIRED PO , o ¦ ¦ ,
~ DRAINAGE IMPERVIOUS IMPERVIOUS FROM NCDENR x~OTAL MIN.SURFACE = MIN.SURFACE
AREA: AREA: PERCENTAGE: TABLE 2.3: DRAINAGE AREA: AREA: AC.) AREA: (SQ.Ff.)
(AC.) (wetpond) (wetpond)
3.89 1.56 40.5 .0075 3.89 .029 1263
~ r
~
.o _ 1' STORM EVENT, RE~QUIRED STORAGE VOLUME~
NOTES!
~ . V EVELOPMENT PARTNERSHIP PROGRESSI E D 1 STORM EVENT (NCDENR BMP MANUAL, PAGE 6 AND 7)
~v (~uN-o~ coE~.) = 0.05 +(o.oos x ao.5), -.a~a~ iNliN OF WILSON NASH L.L.C.
VOLUME - DESIGN RAINFALL) x(Rv) x(TOTAL DRAINAGE AREA)
~ REQUIRED TEMP, STORAGE ( SH COUNTY ST. WHITAKERS TOWNSHIP, NA
, NORTH CAROLINA
~ ' RE4UIRED TEMPORARY STORAGE VOLUME~ OWNER ADDRESS~
DRAINAGE x Rv, x DESIGN =TOT. TEMP STOR. =TOT. TEMP STOR. , / DANNY PEELE OR MICHAEL HOCUTT
AREA: (INCH/INCH) RAINFALL: IN x FEET/INCH VOLUME: AC.FT. VOLUME: CU,FT. PROQRESSIVE DEVELOPMENT PARTNERSHIP
~ ~ (AG) OF WILSON NASH L.L.C.
3.89 .4145 1 .08333 0.134 5853 8541 BAILEY RD.
~ ~ . . . SIMS, NC 27880
o
Ta~le 2.2 Wedand Plants
shoreline atabil~atian
5ric~!}1Er Nomc eanmercw tnw~aa~on wt~aut~ vdae t~a~ Carez app, Emergent yes up to 3 in. High, Watedoa~l and Me~y mda~d and several
Ca~an Na~e Fam Avallob~ii Totereme Std es sOri bfids. t! , and ~CS. ~etra~dro n~r~inra ~en~ y~~ up ro i n. Ni~n, s~i~s ~ Fu~~ ~o ~~a~ ~1r Scirpus vatidus Emergent yes up to 1 ft. Mnderats, Good cover Fal1 aun. Aggr~ssive wecdy ~A~M 1112' QALY, PIPE ELBOW
Arraw arum eateh b wood diicks POOL
5a ua~~ t~n A~ en~ yea np to 1 fl. Modtrate. Tubers and A$QIIL'7SiVE [OIOI11ZE7 Suft•stem Buirush and food. aliem4 such as P. oSiatum 8@ ~ rura~,r~ea~ p,uk ~+o s~a~ ~aun a~o~s Polygonnum spp. Enxrgent yes up to 1 Q. High. Wate~fowl, Fsst cnlanizer. Tolerant oi 118
Andropagan vtrginicus Perimeta yes up ao 3 in. High, Son6birds uid Toletsm of fluctua~inE wuer S~W~ bOtt~titd4. SCEdS uId f1UChisttng w8tet levels. 8raom~ssd~e brow~rs. win~u food levels & parciei shede ~ cover, n = ~ DATES~ , PLANS NOT 4 22 2~p2
attd cover . T lCi2~tS WEl Ot 11J2' GALV. PIPE NSTRUCTION
Rndr on lomerarw Emergent yes up to I R. kequ'vn fuf! sun Juneus ej}'esus ~tliCtgCilt yC5 Up to 1 ft. MOdCf~ts 0 dry 9ust~ar&.m~ae Soft Rush + wnditions. PERMITTED FOR CO
Typha app. Et~etgent yes up to t ft. Low, Except as cover Aggmsivs, May e6minate Nuphar futeum ~mergent yG5 up ro 3 fl, Modc~tt for food but Pasi coloniur.'folerant af Q+ r~+ 8( o~nzr species. vo~w,u L. s ~~k hi for cover. ~luctuat'sn water levels. o~ eo~ m ~
H' ilutant ueumen
io h~~c,n DW eraum 5ubumr ent es yes Lew kod valua Oood Frcc floering Snv. Sh~e Panicum vergatum Farimetsr yss up to 3 m. i High. Sceds, sover for Tvisraus wst and dty ct~ c ~ g ~ y ~n~ t~ebi~ ena a~e~er tor w~erane, xa~;d growih. Switchgrass ~ wazedawl end condiUOns.
~ish smd iavortebrat~s son birds. g~irpw pw~Btns ~r~xrgau yes up to 6 ia, High. Secds, covsr. Fast ~fonuer. Can rotere[e A~rus calamus PCtimetCr yes ap to 3 in. lAw. Toleretrt of dry peff9dS. Not c~w 48' CMP RISER ~Y ~
eommai Three~5quero w~ueriowt, sougbirds ~sricda oEdryaesa. Full 5woet F'lag a rapid coloniur. Talerates ~F ,
wn. Hi tnttal rcranvil. s, Submec eaU yes yea High, Foud For Hig6 metai nmord aCld'IC COnditlon5 fl6 S~ ng , 308-A ~1~r'ook Roed Landscape architects a
~~a pA s wuatnwt, end csh CIDlIf4 CCMCdtt45t3 Submer eat es yes law. Good wa[er oxygenatar. puckwYCd fimer : B Y 2~'~' ~ R' NC Plannin Gonsultants ~ ~ ~ g ~
Saurur~r urnuua Emcrgm~ yes up to i ft. Luw, exupt for wa~ci Rapid growth. ~hads Waterweed Hig~ nunient, Cdpt~"[, n~ , ~ ,
uxma's'fail eucks iatzranE. manganese az?d chromivm Telephona Relelgh 01}ic& 919-844-5556 LU P
N+bucus masr6euro4 Emergent yes vp l0 3 in. I.ow. Nectar. Fuli sun. Can rokrue ttrneyal. co d Marsh Hibiscu5 nodic C ONCRETE BALLAST AND FOOTiNO OF rtall ad~eeff PO BOX 20828 Fex 919-365-6863 L 4p
Ponredrrin cerdata emr nt yes np W t ft. Moderels. Ducks, PuU sun to penia{ sh~1a Vatrsnerra americana SuMnergeni yes yes High: Food for Tole~ant of murky water end m ~ Nr~u tos bune~ties Wild Cete waterfowl, Habitat for hi$h euttioM loads. DISPLACEMENT - 6723 CUFf RALEIQFI NC 27618 Ree. Omce- 919-365-3300
}'ie&erelweed ~ 67, Powmapetnn prcdnarwr Subimtgent yes pes Exurmely hiqh. ltemoves heary mctals. $S}13f]d '1tivCttCbTBtts, 6723 x 1.$X 6~i~cxGZ~ 00 MOA =5,0047A File name: D:/Gaddata/2002/Patio Homes Rky-Mt/PatioSvn_5/PatioSvn_5.DWG
vond weod wa"'f°'"l, "'anh ""d Zfzarrio aguaeica Emstgent yes up to I fl High. Faoot[ fOr blyds. Frtfers full aun. ehurebirds. G 1... 5
Ittrslu orymider EmerBCnt ea up ro 3 in High. Pood end cover. Aull sun xlthough wleranl of Wi1d RtCC e Y i -Mt-i9 W~ ~hsde. prorides somc Table from: Desi n f to wat W ti Midefinegi vcnt 'v r weti Lo1~Gt~~~~. (NO SCALE)
Schucler A c ~ I~ A 6Na0 >e 6 1 - o 11 t7
~

VARIABLE ISEC N~TE o) 6' D6If ~T~i ACfBU t/t U er,~aaw s j~p. ~xm~ncre~reau~urouemn~uawinur.
VARIABI.E f - 1/4 ~ - i/4 ~ ~ t-!/# w~,i, u oi ~sn~is~~~'-a s~m ovron~u+~~ae~rw. tt+ naovlttn uiix n¢ri t'~z' w axrtic staea swu.
t~ + e" + 8" NLN. 4 + 8" lSQ1 y S~9' Y U @' ,upm ~ E~ c[~nmt a~cmqKt[ wu~t tl! 4' SRIB CR1CF[iC BLUCKt IdY EE UfED IN LlCl1
z~°' s' 'ca^ bm+. . SE" 60t1. 6" . 8.~ D~f7. n H~ s a~cusmcca mxac~c rirt IS ser w a~ sue y ~--d' NIR ~ ear, aan ro eas[ rtl amv~a armstart i i B ~ . 'na~a[u ar cora[ic
ALL CURB & GUTTER $TREETS RADII $HALL BE A MIN, Of ;j~{' vdt C'-7 M NEItNi qA LFSS~ US[ 8' vNl OKR MALL M0 9~' YKL FOA iNE AIMti1114G i'~ R1P 07
(25') fEET EXCEPT LflCAI- i PLAIN 06 A8QiF0AC8D ~ r:`:i? i ~CTION X~X auaxrrta m a,waisrca acccanra~r.
IOCAL & CUL-DE-SAC- L~CAI. RADII MAY HE (20') FEET. COl4CR8TE Z000 P8I 1@( ~ II- ,1~=1 ~ PLAH X 4 sew•swuau LiG81'LY ~p,~~~.- a+~eem.~ro,~s CAMPACfBD I'-~
CONCRBTE lFAD1E RBTE lFAD1S CONCBET6 ASCH SHAP~D S(tBGRADI 6~ 8~ ~ 6'
R I R MIN. 6' OR SMOULDER A - yp 8, ~ ~ 6' M1N. 8' I~Ut
w1DTH cWHICHEVER IS GREATER) PLAN 11Lt1~LY ~ 8' Ntl~ g .~E+~j B' MIN. C0~lP~CfSD H~ A B @' fiIIN. ~ac~ua ~ ~
6' HIN,~ Hl ~ MiK . . - ;...,.i••'r': ~ NCN. ~
RAMP - - ;;.~a"a EDGE ~F PAVEMENT .1R" 1IIH. COt~6CiE~ L8" 19it. . ~-4' HltG ~ CN~NUlAR d~ M~' 8EC110NYY
6 wr~r, a" ~r. eio ~,~ranon
25' MtN. • • '..e6 . ~ a ~ . ' - .:::i, ~ ~ a • NOTES~ ~ y,~R :i:i;. ' - B. NNfiAE#7V76'RPEIBOMA tfr'!; `4 /F'~,'.~., , 1RN6 GlAHUGit F[U. ~T~~ SI~E~EVATION
~ OO THE STANDARD RESIDENTIAI. DRIVEVAY GUTTER 6~ ~~s ]IARSRfBL 2° MQI. iH E $EGTIIX'7tkM "'~p.!$~ 6~ :!'r:Y~S~. L E
EXISTING STRIP PAVED STREfT pPENiNG IS 12 fEET «2' MIN., 2~' MAx~ THE STANDARD SMALI C~MMERCIAL (iV0- PR~FILE zro 6 6~~FOU D,a~9N iAF'6D 3UBGkAD6'1(17'H - - . ;vy`M1 J J RIKUGR POUNDlII9N CWBdCfID GRANU1dR . . ~ M~ M
VAY> DRIVEWAY pPENING IS 24 FEEi aw ~ (24' MIN., 36' MAXJ ~ 3' R uRttR ~ e OOTSIDE DIi4£I'6H ~ ~ CRAtNUR i6UM~dTION lfdTERl6L OR D&iSELY ' C A CtlAlPdC1~ HACIG+IIL " • ~ ~ ~
~ WFIERE DESiGN FL~W DtIES ND7 OVER7dP ( 8=&tCHFOt conee aBOeB Tol TSIDEDIiIk£T6H -+N'59~`»~- F ~ A CHF(It COVE@ A809B TOP OF 4RB D d~min.j wewvn~+rxraae B
NEW RESIDENT[AL STREET OR RESIDENT[AL GUTiER, SIOPE ~P RAMP MAY BE F'LATTER I• n=~ btnlt%rert COLLECTDR STREE7 WITH CURB & GUTTER AND W1iN APPROVAL OF THE ENGINEER. HEIGNT 6 a. nsr~s or eBUnmc eu2eta ~k rithMB'FHR GRAi@ULdE Pot1NDAlYafl auseowauaearrow PSH OP Bffi1U141G lLLTRtl1L 27" 4 SYd178E 3"
EX[STiNG STATE ROAD WITH SHOUI.DER SECfI~N SHAIL NOT BE DROPPED BY MORE THAN 0.1'. p asLOx res AB PIPS 90.. ~ 4.~ ^ 61 OT SRAt~5R6RS6 Sf~L IR 7'BE ~
Q WHERE RAMP TYPE DRlVE1JAY INfERSECTS A 2'6' c~Rp~pl,eTpF~~sE S1DEuALK THE SIDEWALK SHALL BE 5' THICK PBRC~v'7'~cE OF ASBA OF C 0.D4H OR AR(8 E;~'RSSSED AS A °F'~' MASONRY GATCH BASlN 12" THRQUGN 54" - SHEET 10F 2 ( }
TYPiCAL STREET ~ONNECTfON TO STR1P PAVED STREET FOR RES[~ENTIAL AND 6' FOR COMMERCTAL. SECTION A-A ~T ~°R REVt [ NS ~ 1v1VU1VT f~ ~ .NO.
R VIS S S. B~ CITY OF ROCKY MOUNT - 2.7 RESfDENTlAL OR SMALL COMMERICAL RAMP TYPE DRIVEWAY BEDDiNG DETAILS ~OR REII~F~ORCED CONCRETE 1'IP~ CIT OF R4CKY 6.~
DEP'f. OF ENGINEERIN A a~vi oNS PROVED 7D. 0. REVISION5 REVISION5 a ~ DEP~`, aF ENGINEE~(NG CITY OF ROCKY MOUNT - i,~ o4-2a-oa
G - CITY OF ROCKY MOUNT 2.1s 04-11-00 DEPT. OF ENGINEER[NG DASE fs?
DEPT. OF ENGINEERING oA~ REVISfON 04-11-00 04-I l-~0
s..l
~ ~ ~ E SEE A}UVN86
SO' OR 6Q~ l. ISLANUS SHALL BE IOCATED DY FRO~ EDGE OF PAVElENT ~ ~ OR FpCE OF CURB OF INiERSECttNG STREET. ~ 0 n~ • • C 1° Q1O a aaru r~s~ ~ w' ~ ~ ~ „r flr
R/ AS APPLICABLE 2 ADJACENT LqNE VIDiHS SH41.L BE t8' MINiM1M. 3. SIGNS ON ISLANDS hA1ST BE LOCATED 25' OR GREATER iROM ~+n. oa omu 3'
EDGE p!' PAVEMEM OR FACE OF CURB UF INTERSECTINf STREET, 4. INTERSECrIIN! RAUU MUST ~ AT LiAST 21' 5. AlL VEGETRT(pN YITHIN 2Y OF THE IHTERSECTIIIG STREET I q, w.u,, ~
R=25' MIN. TYPICA~ sw~u, cor~n vlrN aaES Fart veceranm+ m c~na SiGHT DISTANCE TR1ANGlES, ft~ ~OUAGE BETVEEN 2' AND t~ ,~'w ` R ~ S R S cus,wo-wr~awmacara~er~a+ansr~wava~s t~.~, s ' s ~ ~ LL~ gg ~
I I 10' ABOVE THE PAVENENT.1 0 t.'~~0 6. 1SlAHDS SHALL BE AT LEAST 4' WIDE ANp MEET ALL CRN 0 p~~0 rr vt ~ ~ 05 E7Q'NBWNAMt -0 nweind OP nwanM ~ h a~ UAEQ/RATOPAOEB7%NAUM7FR
I I STANDARDS REGARDING CtAiB AND GUttER. S[GN 7. ~art SPECIF[C CONSTRUCTI~N DETAILS PLEASf REFER TO ~~rP - ~~cocanra~u~rt
TFE CITY'S POLICY pN ]OENTffICATRIN S[GNS, . s~ . av~,wwr J~0' ta SECTI~I A•A
PLAN OF TOP 9LA9 3ECT10N S~S ELEVATIOM ae~era%wmaa nonxn~~~ti~a+rcrov~s
' 25' MIN, ~ m I ry 3 tSOMETR~C VlEW A+a ~ roma a x a an~ Mq 11W ikRno OYIiIEf M NMUAl1GNIREAlN72 ALM1110.
I I z 8 ~ ~ w~ tlVN~NJWNi ~7'
SO TAP£R e ao X e (REQUIRED FOR W I.ESS THAN 26') 26 TYP' m 0.0 r Ts rs es^ ~ p Rl~L MlMYV' 9' t6lON ~ p , ~ wrt sm Hemi r a~ a 1 _ r d ~wR, ^ nes~aurrertur~
SIGHT TRIANGLE lp' m 4' M[N. r av d~ tr I +'~i ; s i T , ~anrrs~ow watt e`a' ~ ~ sm weu aeat6v ~
~ z ~ Imnxx 88E81kIDMDu r ~e ELEJATWN r r / SECTIUNRdt ~u rt~awa~s
~ I R= 25' aw~.E YELL~V PM 6° ~ r wz e.r u ~ a.e r u
~ - _ _ ~ i aa nr r EXISTING SECONDARY ROAD °"`"'Q r r ~u 1°`°1° a~ornavaox,worvPe tavtx meox ewcx ~u nno ucwcrwu X + pur ~nL tTnIF gpµ ~py~ OINENdIVN AVCU VAFW TtlTM. 111P N. CU. All/ GYJ N W~E PPE p'~ ~m A ! C 0 Mvt IB f N0. 115. SW ~ 1'A&. f}N1. FiHl. (AT.
L=75' TYP. TAPER M! !-0' ~T - M 1!1 / 6141 0.01a ~~y 4 p,~ 1 1 I O.Mi
LOW e•osnvkeraa~marcmoeaoodriuc VEGETATIVE roe~acrarta~apaoxtxove II~fLOlW80lWAlI M Y ~ ~~~N '~~a~ f+LAtiVIE1N tC 7d rii . ' a' a~r i ~i ~ e nr s i ¢~a a~at
COVER ~ _ /WS~)t •wyta ~aaov~rd+ru l60 ao~wi+,x Ov~FOnMt ~ ~ ~ o + ~ a cw wd ~.oae • er ev~ r~ a i ns w~s
NEW RESIDENTIAL STREET OR RESIDEN?fAL am~vuucetoPwau C~LLECT~R STREET AND EXISTING STA?E MpINTA1NED 1PI~OtA~10R v~yiw q~wer m~wM t !a' Mv vRt f 7~s ~ se' ~ 7s' 1 atN ta ~ E fi ~ op2 ~~N~ sn~lu. in~~ltll. ' }J~ S PT Sd' VIA Jd 3'd ~ aC 6 !.T f S tl Aib1 7A1f M9 atli n.9d6 M14Bb
SECONDARY R~AD ~ ~ n n ~ MASONRY CATCH BASEN (12 THR~UGH 54 Sh1~ET 2 OF 2
CITY OF RQCKY MOUNT - s.~ ~ STANDARD WHEELCHAIR RAMP FoR [-Mw+?~cE CuRB E IN A~
SIGHT DISTAN E RIAN LE F R C ND RY Ir~1 N MEDIAN iSLAND DESIGN ~iEQUIREMENTS C T G 0 SE 0 A ROAD CO ECTl4 V S ijPP 57D.N0. REVISIDN ~j~ ~ D PPR4VE REVISI Ro DEPT. OF ENG[NE R G - 04-20-QO
CITY OF R Y M - ~ a ILOCKY MOUNT Z.12 OCK OUNT 2.s CITY OF ROCKY MOUNT - 2.1s
DEPT. OF ENGINEERING " ~"g' DEPT. OF ENG[NEERING _ 08-09-00 ~ DEPT. OF ENGINEER[NG - io-l~o
04-11-00
s
l/9' RaD. 29• RAO. ~r Y ^ ~ CENERhI FATES~
Rl.l EXPOSE'D CUUh'A3 TO BE QUY4'EYffD 1'~ , ~ CLASS 'A' CWICRETE T(1 AE VSED TNRWfAIWS~ X y X ppYlOnAI C~TRt1C7[~! - lIOMId.tTM1C MIUR, 2' KEYVAY,
6 V2' ~~.s ~1.~ 3/4' 1/8' RAA o ~ ~ G pt Ni NAI! GOVELS Ai 12' CENTERS AS ~I!'~C1EU 9Y iNE . ~ F,1~Itff£R. F~MS ARE ifl ~ USED P~t TIE CONStRIMTIGI 6 iHE ~~SOM SLA& ~
~ ' „ x CQNC,~tETE ' 2" ASPHAtT ~ I~ RCINFORLED COI~RETE P~E IS SET IN BASE SIRB fF - - B[D~, DRIN BASE SUBGRAUE TO PROY[OE ~HSTAwT TION AT A
• . . ' Rp~...~RB CROSS-SECTION AT , , b J B[HU,XNE53 OF &ETE~ ~-6' M OEPiH SF~L BE ~ ~IO~EDTMt ~PS 1'~4 30N CEN~FJlS. ST£PS SHW.I BE
''!a : • ~ GfNERAL NOTES ~ [N aCCARUANCE vltH STU. Nfi I~B ) ~ PLAPI OUnMIT3ES 0 1NGt.UDE THE A?0[TIDN OF ~MWAIOLE (GE.
ALL CUR9 AND GUTTERS ARE T~ BE PDURED V1TH CLASS 'A' ~~S C~NCRETE. (3000 PSI) ~ 3~ ~~wneluNO ADD[TIONAI.~VRRIA~E kEfGHi~~iCK~SQMtYNOPptlING ~
,'W;.A:~.!.; I8' RAO. f'LEXABIE fORHS ARE T~ BE USED VF~N RADI[ !S IESS THAN n.~..'~~•~: w..:n;:>., \ ~0' tOMIUtiFFN81 TW SlF&) :.r . . \ W~f'NYFP/G8 . ~n~y..•; 6HVAiNNNAif
2~~. , . .I..^~;, ~~»A:'~'~.C"~ r t~~iil.• r~i:~ :.i:~1 ry b e.• ` '"'7_"' . ti; . ` ' t ,.w~-~)~..c.;:. 12 ..s
CONTRACPION JO1NFS SHALL BE SPACED AT 5' NIN(MlR4 AND IO- APPROVED SUB" ^ ~ H+ 11 7N V. S ~ ~IA MAXIMUN NTERVALS, JO1NT $PACiNG MAY BE ALTERED BY iHE A~ CiABC , r,~•- , ~ F,: rn~y<:`<` _,f;~'s'~y!r~i ZA,y. . ;h'.~,~~ r ~:<:.°:f;~~~~:~. -r ~ r ..,.1_ ~ ~ eaxr .t'~.t,,...':,•ic A ~ ~
~ / -~:q.~;~c...4 ~.a~,... ~:,.i:. _ ENG[NEERi id PREVENT UNCONiROLLED CRACK[NG. F~IU.Y CO~PAC~D'1 ;i , ;~~i' ' } ~ ~ ' s a I~ ~1 -~1~r~~ ` ~ D~v1G~ \
~~T CINJTRACTIt1N J~INTS MAY BE [NS7AlLED BY THE USE tlF !!8' RAD. 1!9' RA0. TEMP(.ATES OR FORMED BY ~TNER APPROVED NETHQDS. WHERE PAVEMEM' DESK~IV~ SEE REPORT BY ECS LTD. ~ s~cnoN x x
A~ACE ~ GUTTER SI~N JOIN7S ARE NQT F(]RF~D BY TENPLATES, A MINIMJM CONGRETE ~ ~ - oF SHALL HE OBTAINED, ~j'~~~ ~ r r~coar i-~, z Ncoor H couRS~, s aec CROSS SECTiON AT TiON AT B ~ \ a~+eawx~vowt ~ amx aacrnw ~p wnmx
T A pAN ,HISMTS SNALI BE F0.LE0 U1TH JOlMT FIIIER ~VL.L"'4URP ~ d~• - ~ ~ t~ ~x sTa+ r CUL DE-SAC 2 N(~OT I-2, 6.5' ABC 2' \ J~ P!! Y411 MWiN IIaWR ~~K ~ N~ PRI W. \ b- , D ~l C X M0. INqM ! P C7TI AOOR A.ff C0. ~ ~
tp • , , ~ ~ AND SEAI.EO, M e. ~ ~ ,~.a•. ~ ~ i7 2d N fa 12 H 7d SY CK7 0.N7 O,W6 5t AleO /Ait 0.W1 ,~'~rC~ ~_i ~ IP 29 9V 7d M i4 N` IIS' diN 61M F1A1 SI OA92 OAA l171
~ ~ . ' EXPANS1~N ,A1NTS SHALL BE SPACEO AT 90' MAX. [NTERVALS ~ } . ~ ~ , }r~~ ~ CURB AND GUTTER TRANSITIDN SH~WN WITH NCDQT CATCH ir zr ra :r w ar rr rr om am am ~o +xe om~ aaw x
1/2' JD(Ni i7LLER ANB ADJACENI TO AlL R[GID aB.IECTS (LE~ ERISTING DRIVE- ~ ~ •'''`5^~ VAVS. CURB 6 Cd1TTER. SIDEYALK. ETCJ, ~ :j~ef.;' '4'~ ;'4~ ^ BASIN (CfIMBINED INLET.) TRANSITI~N MpY ALSO BE USED x ra aa aa ~ at ~a xa waa we am b+.w on o~ ~~~~,~~~t`'~:~ 1(' " WITH CURB INLETS EXCEPT FOR THE ADDITtON ~F ?WO ~ ~ a+ J*' a+ v wr rr +a~ ane nm ea~ e+.bo ewz n+a
f'' 1e r'' ~ : y. ti:;;;a;:;; l~ ~ TRANSVERS~ EXPANSION JnINT ~ ~~'~'~y'" ~ ' ti:;~~'":.i~~~: f! N M N m r~ rd rd W Wo fw a iW six KYq EACH !k4 REBARS [N GUTTER SEC?I~N AND T~~LED ~ a~ +~r *r a e~o' w' aa' ome ~a~+ wo n aan aieo a++a CI]NTRACTION JCIINTS AT ENDS ~F CASTING PER STD, N0. 6,1 ~~Y,y a.a er a~r a na ~a a~c .tlr o.ar n.m e~a am
18" kAD 2 -p` ? ~ ~ ~ ~ ~ er ~r ea er fe nr rr ex arm aa aw w ti» asu arot as nv aw ta R ct ra ra asm wt aa~ m ~ao eaar a,mc
IN CURB AND GUTTER r e Ft e1' 10 rJ Tx r~e' t.ou 1.a11 4A~e 4/3 5.7n oA11 aAs
Note: Provtde sols roport wlth pavement deslqn prlor #a a rova! of flnal street sectlon. . TRANSiTION FROM I iTION FROM ROLL TO STANOARD CU~B FOR CAT~N BASINS CONCRE~'E Jl1NCTi0N ~OX 12" - 66" PIPE
Pp o . a Heviswrrs • CITY OF ROCKY MOUNT s.s P-
D 24" R~LL TYPE CUF38 & GUTTER R vc oN ~ STANDAR CITY QF R4CKY MQUNT e,lo N IN~ERING p~v,s~or+ DEPT. OF E G - PT. 4F ENGINEERINC E
REVI I NS R~ D STD. ~IIREET SECtt~ CI TY OF ftOCKY MOUNT 2.~ 09-20-00 p~ - Q4-20-00
A VISlON DEPT. OF ENGiNEERING _
04-11-00
File naMe~ D~/Caddata/2002/Patlo HoMes Rky-Mt/PatloRMt_6/PatioRMt_6,DWG
SHEET N~,
DESIGNED CLV A I I/11 I A A I n nnnni n Trn ~c1~ ~~Y _
~ I l~ I ~ I I~I I I l.I T D narF~ APRIL 22, 2002
VHUVIriHIV H7~VlrIH I C7
DRAWN CLV ~ 308-A E Mlbrook Road Landscape Architects ~ PROJ, #
~
CHECKED CLV Redeigh NC Planning Conaultanta - r SUBDIVISION AND STORM SYSTEMS : STREETS P DWG FILE #
Telephow Relefgh Offioa 919-844-5556 ~ P mel addresa PO BOX 20828 Faz: 919-365-6883 <4 ~ PatioRMt 6.DWG
REV,NO, DESCRIPTIONS DATE DATE R@8, O(flC~ ~-~J„3900 ~ENCE VP ~ ROCKY ~F~ + CONSTRUCTIDN PLAT
REVISIONS ~

,
il
I
I~I
II
~I
C~NSTRUCTI~N SEQUENCE SEEDBED PREPARATI~N SEEDING SCHEDUL DING SCHEDULE ~i
1, OBTAIN GRADING PERMIT AC ESS PAD TEMP~RARY DIVERSIONS SILT FENCES (REVISED~ 1-1-86 /ISED~ 1-1-86)
2, INSTALL GRAVEL CONSTRUCTI~N C , ~ ' l, CHISEL C~MPACTED AREAS AND SPREAD TOPS~IL 3 INCHES DEEP OVER ADVERSE SEDIMENT BASINS ~R ~THER MEASURES AS SH~WN ON THE APPR~VED PLAN, S~IL C~NDITI~NS IF AVAILABLE, DATE !
CLEAR ~NLY AS NECESSARY T~ INSTALL THESE DEVICES, ' - TYPE PLANTING RATE ; 15 - N~V 1 TALL FESCUE 300 LBS/ACRE I
INSPECTIDN BY ENVIRONMENTAL INSPECT~R T~ 2, RIP THE ENTIRE AREA T~ 6 INCHES DEPTH, AUG 15 - N~V 1 3, CALL FOR ONSITE 3, REM~VE ALL L~~SE ROCK, RDOTS AND ~THER ~BSTRUCTIDNS LEAVING SURFACE N~V 1- MAR 1 1- MAR 1 TALL FESCUE 300 LBS/ACRE I
~ ~BTAIN A CERTIFICATE ~F C~MPLIANCE, REAS~NABLY SM~OTH AND UNIF~RM, & ABRUZZI RYE 25 LBS/ACRE 50' MIN.
4~ BEGIN CLEARING AND GRUBBING, MAINTAIN DEVICES AS NEEDED, R~UGH GRADE 4, APPLY AGRICULTURAL LIME FERTILIZER AND SUPERPH~SPHATE UNIFORMLY AND MAR 1- APR 15 SITE~ ' 1- APR 15 TALL FESCUE 300 LBS/ACRE BUT SUFFlCIENT TO KEEP Pur ~~T ~r+c~ at rn~ ~tahcnaa ~ce uP
MIX WITH S~IL (SEE BEL~W~), APR 15 - JUN 3G 5, INSTALL ST~RM SEWER, IF SH~WN, AND PR~TECT INLETS WITH SILT FENCE, 5, C~NTINUE TILLAGE UNTI~ A WELL-PULVERIZED, FIRM, REAS~NABLY UNIF~RM 15 - JUN 30 HULLED C~MMON BERMUDAGRASS PS LBS~ACRE SEDIMENT ON 57E TO ENSURE CONSiRUCTION ENIRANCE IS USFD. ~~~BR~WNTOP MILLET 35 LBS/ACRE N~';w;•~~'•;'~ '~;;i;k~*r~ 2, IF WNSiRUCTIqJ ON 1HE SI1ES ARE SUCH THAT ~;i;.'<+~,~!•,• ~~r~~?. +tit:y;. ~ iHE MUD IS NOT REM04E0 BY TNE VEHICLE 1RAYEl'
SEDIMENT TRAPS ~R OTHER APPR~VED MEASURES AS SH~WN ON THE PLAN, BEGIN SEEDBED IS PREPARED 4 TD 6 INCHES DEEP, -•:^::ti:;:~~2" 3' STONE TOwBE~USED":.: 25' OR WI07H OF ING O~ER 1HE STONE~ 1HEN TNE 11RES OF 1HE ~~~~R S~RGHUM-SUDAN HYBRIDS 30 LBS/ACRE DfISTING (SURGE STONE OR RAILROAD`;'; pRapOSEO STREET, ~~S MUST BE WASHED BEFORE ENIERING THE
C~NSTRUCTIDN, BUILDING, ETC, 6, SEED ~N A FRESHLY PREPARED SEEDBED AND COVER SEED LIGHTLY WITH SEEDING ROAUWAY ,,;,BALLAS».^:,,,•,{',.,.:,}'r;,^~~,;';M,y.i, NHICHEVER IS PUBLIC ROAD.
6, STABILIZE SITE AS AREAS ARE BR~UGHT UP T~ FINISH GRADE WITH EQUIPMENT ~R CU~TIPACK AFTER SEEDING, SL~PES C3~1 T~ c VEGETATI~N, PAVING, DITCH LININGS, ETC~ 7, MULCH IMMEDIATELY AFTER SEEDING AND ANCH~R MULCH. 'ES C3~1 T~ 2~1) ;,:;~~.;:~.,.~:~y:~:.., GREATfR. :,,•,ti, IF A PROJECT CONTINUES TO PULL AIUD AND DEBPoS . ON TO iHE PUBLIC ROAD, THE GOVERNMIG AUTHORitt ~ ~ ~ ~ t ~'4 ~ HILL CLEAN iHE AREA AND INYOICE 1HE FlNANCIALLY
NEW NCDENR RULE~ B~ INSPECT ALL SEEDED AREAS AND MAKE NECESSARY REPAIRS OR RESEEDING MAR 1- JUN 1 ~~~,<,rr~.,:h"i'~':~<;`~"'.. i r~.l~;' 1- JUN 1 SERICEA LESPEDEZA CSCARIFIED) 50 LBS/ACRE RESPON581.E PERSON AS INDICATED ON 1HE FlNANCIAL Resaor~sa~un ~M.
DO NOT ALLOW ANY DISTl1~D AREA TO BE MACTNE LONGER THAN 15 WITHIN THE PLANTING SEAS~N, IF POSSIBLE, IF STAND SH~ULD BE OVER &
WORKING DAYS OR 30 CALENDAR DAYS flM~l(~iEVER 13 3FIORTFR) WIT1"IOUT 60% DAMAGED, REESTABLISH THE FOLL~WING ~RIGINAL ~IME, FERTILIZER AND MAR 1- APR 15 1- APR 15 ADD TALL FESCUE 120 LBS/ACRE 1- JUN 30 OR ADD WEEPING L~VEGRASS 10 LBS/ACRE p qN
A~~ ~p~~ SEEDING RATES, MAR 1- JUN 3( 9, C~NSULT C~NSERVATI~N INSPECT~R ON MAINTENANCE TREATMENT AND FERTILIZATI~N MAR 1- JUN 3( 1- JUN 30 ~R ADD HULLED C~MM~N
7, WHEN C~NSTRUCTI~N IS C~MPLETE AND ALL AREAS ARE STABILIZED C~MPLETELY, AFTER PERMANENT C~VER IS ESTABLISHED, BERMUDAGRASS 'c5 LBS/ACRE
CALL F~R INSPECTI~N BY ENVIR~NMENTAL INSPECT~R, JUN 1- SEP ] 1- SEP 15 ~~~TALL FESCUE AND 120 LBS/ACRE ~~~BR~WNT~P MILLET 35 LBS/ACRE 35 ~~r+. ,s' MIN. NEW CON57RUCilON
8, IF SITE IS APPR~VED, REM~VE TEMP~RARY DIVERSI~NS, SILT FENCE, SEDIMENT ~ APPLY~ AGRICULTURAL LIMEST~NE - 2 T~NS/ACRE (3 T~NS/ AC, IN CLAY SOILS> BASINS, ETC., AND SEED ~UT ~R STABILIZE ANY RESULTING BARE AREAS, ALL FERTILIZER - 1,000 LBS/ACRE - 10-10-10 EXISIING ROADWAY ~ ~~~OR S~RGHUM-SUDAN HYBRIDS 30 LBS/ACRE
REMAINING PERMANENT ER~SI~N C~NTROL DEVICES, SUCH AS VEL~CITY SUPERPHOSPHATE - 500 LBS/ACRE - 20% SEP 1- MAR 1 1- MAR 1 SERICEA LESPEDEZA (UNHULLED- 12" MIN.
DISSIPAT~RS, SH~ULD BE INSTALLED, MULCH - 2 T~NS/ACRE - SMALL GRAIN STRAW ~ UNSCARIFIED) 70 LBS/ACRE e• MIN. ~ . . . . . .
9, WHEN VEGETATI~N HAS BEC~ME ESTABLISHED, CALL F~R A FINAL SITE ANCH~R - ASPHALT EMULSI~N - 300 GAL/ACRE AND TALL FESCUE 120 LBS/ACRE 1- MAR1 ADD ABRUZZI RYE 25 LBS/ACRE -
INSPECTI~N BY ENVIRONMENTAL INSPECT~R, ~BTAIN A CERTIFICATE ~F N~V 1- MAR1 COMPLETI~N, ABRIC UNDER STONE
C~NSULT C~NSER SULT C~NSERVATI~N ENGINEER OR S~IL C~NSERVATI~N SERVICE F~R ADDITIONAL r~ens~o~s CROSS SECTION
~ QUENCE~ INF~RMATI~N C~~ SPECIAL CONSTRUCTION SE 7RMATI~N C~NCERNING OTHER ALTERNATIVES F~R VEGETATI~N ~F DENUDED AREAS, on~ o~sc~ivna~
THE AB~VE VEGE AB~VE VEGETATI~N RATES ARE TH~SE WHICH D~ WELL UNDER L~CAL C~NDITI~NS; ER SEEDING RATE C~MBINATIDNS ARE P~SSIBLE,
1,2 -F3. INSTALL SEDIMEM DEVICES PER I'IFi~ 2+3, OTHER SEEDING F STANDARD CONSTRUCTION SEQUENCE, CONSTRUCTION ENTRANCE 7
~~~TEMP~RARY - 4. (~TEM 4 MODIHED) CLEAR ONLY FOR ROADWAYS, APPLICATI~N RATES (LB/ACRE) TEMP~RARY - RESEED ACC~RDING T~ ~PTIMUM SEAS~N F~R DESIRED PERMANENT
~R VEGETATI~N, D~ RE~U~tED OFFSITE STORM ArD SANITARY REC~MMENDED SPECIES iETATI~N~ DD NOT ALL~W TEMP~RARY COVER T~ GROW ~VER 12' IN HEIGHT BEF~RE
SEED 10-10-10 AGRICULTURAL STRAW MOWING, OTHERWI EASEMENTS, AND OPTIONALLY, LOTS 1 TF~IU 18, SEEDING DATES FERTILIZER LIMEST~NE 'ING, OTHERWISE FESCUE MAY BE SHADED ~UT,
28 AI~ 29, AND 35 THRU 50. (LOTS 19 THHU 27
S'HALL NOT BE CLEARED UNLES3 OPTIONAL 31LT FENCE WINTER WHEAT 120
INSTALLED OR InVTIL STORM SYSTEM ~I JAN 1- MAY 1 ANNUAL LESPEDEZA 70 750 2,000 4,000 r~ r~
ROADWAY CAN CARRY ROW TO WETPOND ACTING AS (K~BE) e' Mnx. _ ~ YARIABIE AS DIREC7ED BY 1HE ENGINEER
TEMPORARY 3EDIMENT BA31N.) STEEP CUT OR FlLL SLOPE
(LOTS 31 THRU 34 SHALL NOT BE CL.EAFlED UNLL-SS OPTIONAL MAY 1- AUG 15 GERMAN MILLET 40 750 2,000 4,000 S~ MIH. 12-i/2 Ch
SEDIMENT BASIN MSTALLED OR ROADWAY 3TORM 3Y3TEM R1NC110NINC~) AIIN, 10 6A. INIERMEDIAlE 2:1 $LOPE (MAX) LINE N1RES SI C F BRI YARES
INSTALL OFFSRE 3TORM SY3TEM AI~ MAKE WETPONDI - sr~eua d~rxsai dia
SEDIMENT POND RISER R1NCT10NAL AUG 15 - DEC 30 RYEGRAIN 120 1,000 2,000 4,000 GRADE CROSS SECTION ~TM ~ NEfiMG
PROCEED WITH RE3T OF 3TANDARD ~
FRONT VIEW
raP Ei.ev~nori o~ sra~w~hR '~'E n'°J p~l os'-t' ~ r~ UPSLOPE TOE- FOSIIIVE (~ADE 1.0% MAX, Z ~ STEEL POST iv Yf04EN R1RE FABRIC
w~+m u~x ~ SIDE SIDE SLOPES ~ NO]E~ SILT FENCE GEOiEf(TILE FABRIC
STONE '~1 z 2:1 z~~ I~~) -USE S~T FENCE ONLY WHEN DRAINAGE AREA b c
DESIGN OF SPILLWAY~ " E10ST1NC SIOPE ` ~ ~ ~ ~ ~ ~ ~ \ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ DOES NOT IXCEED 1/4 ACRE AND NEVER IN ~ ~ FlLL SLOPE ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ? ~ ~ ~ AREAS OF CONCEN7RATED ROW ~ • FOR REPAIR OF SILT \ ~ ~ \ ~ ~ ~ \ ~ ~ ~ ~ ~ \ ~ ~ \ ~ ~ ~ ~ ~ \ ~ FENCE FAILURES~ USE
DRAINAGE AREA M4R LENGTN~ ~ (AIXiES) (F~ 0.ASS I PoF-RAP FILIER FABRIC ~ ~ ~ ~ ~ ~ No. 57 WASHED STONE. ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ -NRN END OF SILT FENCE UPHILL. ~ GRADE FOR ANCHOR WHFN SILT
1 4.0 YNaES 2 6.0 $1EEP CUT OR FlLL SLOPE 6' MIN. CO~ER ~N~ 1BASIN.~CTING ~ 04ER SKIRT • CATCH
3 B.D 4 10.0 REN90qS 5 120 SIDE VIEW pfiqA ppSf M pEy~yp~ ANCHOR SKIRT AS DIRECiEO BY ENqNEQt +
~ DIMENSIONS SHOWN ARE MINAaINA P~~TM~~ OF OPEHMC PLAN VIEW SIDE VIEW
DcI511NC SLOPES ~ HORRONTAL AIETAL POSi 5~'1A~11T RT N1RED SECURFLY TO 1~ER71Cp1
H£ICHT R YADTH DE7Qt1AMED BY POS75 oasnNC Toroc~~aHr aNO gAFFLE INSTALLATION - STEP 1
SEDNAENT STORAGE REWIRED. ~ ~P R~ YANES TEMPORARY DIVERSION DITCH 9 STANDARD TEMPORARY SILT FENCE
1~Y RP RAP NTO 1HE DAIA Fdt STA~lIAl10ll .
E~-1~ 1. DAIVE 511EELL FENCE POST AT IEAST 1B' INTO?:#`:;i:;:i::,. FABRIC CUT AND FOLDm FABRIC FOIDED 04ER 1HE HORIZONTAI OVER HORRONTAL ~`y~;; :f.%~i SqA GROUND i?: FENCE POST ~T
W a,.R ^;S: 4:.~Rr::.: •~y~;, 1MOOD POSTS ARE NOT ACCEPTABIE _ .,,;y~::.'~ .EK~,;'a NEYED RIP RAP NpiIZOMAL POST
~ "-;~~r; ~ us~ srnr~s i' APART TO ATTACH FABPoC PERSPECTIVE VIEW < ;•-}.A . r:: r:: . f.iiii FENCE AND F:9PoC > env TO 'HOG NRE' ~:'~i:~ BUPom IN }RQrCH L 7EMp ~ L TEMP~tARY SILT D1TCH TO BE USED MHERE TOE OF flLl SLOPES EXCEEDS 3 FEET 1N VERTICAL HE[GHT
7 WASHED STdNE BAFFLE SPACm AS PFR APPROYED PLAN. ;~:ti'.::;'~•y5:•, ~~w;: :;:~z TOP OF BAFFlE SHWLD BE 6` AND ;\s~*~ ~a; AND AIONG SiREAMS TO 1NTERCEPT Fl[1~ AND/IX2 DNERT TO A CANTROLLED OUTLET.
:ct.;;?.?<::;;;`~~• MGHER 7HAN THE BOTTOM OF 2~ SILT ~ ~ ; ,?~~x::..::;:.3.as.<,. FRONT VIEW - Bo~,o,,, ~ 1HE SPILLWAY 8',~' I 2~ SILT SFW_l BE RENWm WHEN SILT O1TCH 1S ONE-HALF FULL
~p{ µp q~ BACI(FlUEO AND 3, DITCI FltI.ED YiITH Sql COMPACIED 3, DITCH SIiALL BE REC~NSTRUCTED VHEN DAMAGED BY EQUIPMENT OR COVERED BY FIIL
REN50NS ~IING ~ppE RENSONS WAPACIED oA~ o~sca~Pno~ DA o~aPna~ SECTION AT dPENING
~o ~ STEP SEQUENCE 4 hW~AALMM1IY(71M1 C.M.A BAFFLE INSTALLATION - STEP 2
~ VASTE MATERIAL-CONPACT, SEED & FdA.CH AFTE
CHECK DAM 6 g GRAVEL & RIP RAP FILTER BASIN 3 Jt CONSTRUCTION OP DITCH I ~ 4pf '9:A
I .".r.~`~' di~":'..'"~,:~,. ~ „;i;.`ty. : R:.lr. v
_ ~ ` ~
I ~ I
iB15~ 6 fT ACR~~ i~5 WASHED ST~E R aaw wv ~ nm uva iuum ~v ff r,a FILTER 'w 1
¦cnu an 5 FT ~w xr • ~a. ma 1.3 FT MIN CROSS SECTIONAL VIEW
[ttwmi ~ smx v~im • e. ewcia ~rt 1.5 FT ~r n~ mc .
5 FT 180D CU FT/ACRE NOfES: av gmnrt cmwc mc ~ TARP MAX a ? S FT ~o T' DITCH L BlN2Y TARP 2~,~ r~~` ~ ~ MAX
1. USE FOR DRAINAGE AREAS b' ~~rt ~ o~ ~ EDGE MI11 12' ~,r 1. USE FOR DRAINAGE AREAS NOT EKCEEDING 10 (TEN) ACRES. NOT EJfCEEDING 5(Fl~E) ACRES. ° RENSIONS RENSIONS
2. EAR1H BERM SHALL BE STABIl1ZED w/ SEEUING 6' PVC RISER 2 EAR7H BERM SHALL BE STA&LIZEU w/ $EEOING DAIE DESCRIP710N DAIE DESCRIP710N
USE CLEAN COMPACTABLE (SCHED, 40) WITH 1/4' H~LES TARP EK7ENDS iCl TOE ACCORDINC TO TRIANGLE SPEtYFlCATIONS FlUER FlLL MAiEPoAL FOR EAR7H BERN, fALTERNATE - 6' PERF OF BACK SLOPE 3. USE CLEAN COMPACTOR FlLL AIAIERUL FOR EAR1H BERM. CROSS SECTION FABRIC
3~ DRAVDOWN RISER SHALL BE 6' SCHEDUIE 40 PLASTIC DRAIPPIPE STAKED AND WIRED WITH STEEL FENCE STAKE) OVERFILL 8' PVC W1TH CLEANOUT CAP AND 1/~' HOLES OR DESIGN Fpq grn,plp~7
STANDARD PLASIC PERFORATEU PLASTIC CROSS SECTION THRU BASIN AND F~LTER ~m SUBDRAIN PIPE WIRE~ T~ A STANDARD STEEL OVERFILL 6' Tpp 2~~ TEMPORARY SILT DITCH 15
FENCE STAKE. (WIRE EVERY 12' ALONG STAKE, ~~~ryT ~ ~
4. TARP SHALL BE STAKED pE~(~ DITCH 5 BI~Y TARP AT UPPER CORNERS AND ALONG 5E7nEp EDGE NIN, 12' - 1p FT MIN
UPSiREAN EDGE OF TARP, Tpp 30' WDTH TARP PROTECTION ~•l~ ~2,~ ivvr~ (2i1 MAX S1DE SI~PD 51.OPE MAIf 5. WIDTH UF TARP SHALL BE AS 5 FT 8~
SPECIFIED~ LENGTH SHALL BE - rt 10 FT AIIN NEIR LEtlG1H MA7~ ~ o 0 0~4 NpTESi 'b ACC~RDING T~ AVAILABLE SUPPLY. ~ ~C5' ~~ppE 1,INSTALL GRASS AP ~
UPSTREAM MULTIPLE TARPS (WHEN 5~ FlLTER o REQUIRED) SHALI OVERLAP DOWN- DITCN 6 BURY ~ IAAX 1,INSTALL GRASS AND/OR TEMPORARY EXCELSIDR MAT VHERE CALLED FOR R7 THE PIANS. INSTALL CONTECH TRM C-45
STREAM TARP 12'. TARP SHALLHE NIN ~Ax TARP EDGE MIN. 12' FABRIC o NATURAL CALLED FOR R7 TI 50 MIL HEAVY DUTY SILVER TARPAULIN, ~ GRWND VHEREEVER PERNf VHEREEVER PERNANENT MAT CALLED fOR, ~VERSEED WITH GRASS, 2, DITCH SHALL BE RECONSTRUCTED VHEN/IF DAMAGED BY EfriIIPMENT OR COVERED BY FILL, SCALE~ NOT TO SCALE
MIN 2~ DITCH SHALL BE UV RESISTANT~ MAINTENANCE
MAINTENANCE FABRIC NANRAL GRWND INSPECT TEIAPORARY SEDIMENT 1RAP5 AFIER EACH PERIOD OF SIGMFlCANT RNNFALL. ROJOVE SEDAAENT ANU RESTIXIE 1RAP TO 175 ORK~NAL 1 ( ~ Z'-0
INSPECi iEA1PORARY SEDIMENT iRAPS AFiER EACH PERIOD OF SICNIFlCANT RAINFALL REMOVE SEDIMENT AND RESTORE 1RAP TO ~75 ORIGINAL DIAiEN90NS N4iF?! 1HE SEDIMENT HAS ACCUMULATEp TO ONE-HALF iHE DE51GN DEPiH OF 1HE 7RAP. PLACE iHE SEDIMENT THAT IS RE110VID IN ~f~of, DIMEN90NS NNEN THE SEDIIAENi HAS ACCUMULAIEO TO ONE-HALF THE DESIGN DEP1H OF THE iRAP. PLACE 7HE SEDIMENT iHAT IS REMO~ED IN p pE$~(~JAIED DISPOSAL AREA AND REPLACE THE CONTAAIINAIE~ PMT OF 7HE CRAVEL FAqNG ~
A DESGNATED DISPOSA~ AREA AND REPLACE THE CONTA~IINAIED PART OF THE GRAVEL FAqNG. CHECK THE SiRUCNRE FOR DAMACE FROM EROSION OR PIPING. PERIODICALLY CHEq( iHE DEPTH OF 7HE SPILLWAY TO ETISURE IT IS A MINIMUN CHEq( 7HE SiRUCNRE FOR DAMhGE FROM EROSION OR PIPING. PERIODICALLY CNECK 7NE DEP1H OF THE SPILLWAY TO ENSURE IT IS A AIMI~IUAI
OF 1.5 FT BELOW THE LOW POINT OF 1HE EMBANKMfNL IMMEDIA7ELY FlLL ANY SETREMENT OF 7HE EMBANIfAIENT TO SLIGHiLY ABOYE DESICN OF L5 FT BELOW THE LOW PqNT OF 1HE k]IBANNMENT. IMAIEDIAIELY FlLL ANY SETII.FAI~1T OF 7HE E]~BANKAIFNT TO SLIGHTLY ABOYE DE9GN d~ 1'-0 R1R) ~~h,~~ ~ SEE~Pt Z~~~
CRADE INSPECT TARP FOR DAMAGE OR LOOSE EDCES AND RE-BURY WGES CR REPAIR, ~/OR REPLACE, OR REINSTALL AS REWIRED. I~NY RIP RAP OISPLACm FROM 1HE SPIIIWAY MUST BE REPLACED IMAIEDIAIELY. STA8ILIZE 1HE EMBANKMENT ANO ALL DISNRBED AREAS ABOVE 1HE SEDIMENT POOL AND DOMNS7REAI1 FROM 7HE 1RAP IMMEDIAiELY AF7ER STA8ILIZE 1HE EMBANIWfNT AND ALL qSNRBED ARFAS ABOVE 7HE SEDIMENT POOL AND DOYMSiREAIA FROM THE TRAP fl/A1mlATELY AF1ER
CONSiRUC110N 'M1H SFEDINC. ~TM RENSIONS RENSIONS (SEE NCDOT DE I EE NCDOT DE FOR SIDE CHANNELS)
oA~ DESCRIP110N PVC OR PERF. DRAINPIPE MINI-RISER ~ESCRIP710N GRAVEL & RIP RAP BASIN OUTLET 3A rROSS SECTtONAL VIEW
04122102
BISH( BISHOP ROAD CHANNEL DETAIL
SHEET N0,
DESIGNED CLV A 1 I~11 1 A A I A~1 P1 r'1 n I A Tr ~1 .c~ ~4~
\ i ~I l~~` 1 I-\/ /I ~ I I/I I I/l ~ naTF~ APRIL 22, 2002
DRAWN CLV V/AUUi-HIV H07Vlr1f-1 I CO ' 308-A E. MiIbrook Road Landscape Architecte ~ il PROJ, #
i EROSION CONTROL ~
R lann(n Conaultanta CHECKED ~ ~ P g CLV p , i 2 SUBDIVISION P DWG FILE #
Tdepfarm Raleigh Olflcw 919-844-5556 ~ P v ~ med eddrem PO BOX 20828 Fer 919-365-5M PatioRMt_7.DWG
Nq~ ~P REV,NO, DESCRIPTIONS DATE DATE (jAL,E-M NC 2769 FI@8, OIIIm 919-365-3300 O , G OFi YM C 0 R
REVISIONS

I
I NOTES~
Gf. FRAXE 6(IIVEP PER SiD. DVfi CUlE N0.E NI OiLLEN1 DIP OND Lj'LE `JA l l01\ USE E6CEMtRtt . N0, ~.6 ~OR t7 fpt 11Pi£R4(plT1 A I a 7 r(^ C6VECf PIPC ip M~MqLE US~Nf TOP SECf~UN V CONSTHtlC[!QN NO}6: SftU~tl UITX HOR'IMt I~l C J S~'PAESt-BOIit'~~iwalrPCitREU tavER v[rt !i! 1.7 ft17 VATER r?orr ~ E~~~r~ ~ ~ ~~T ~„y~ rav sECrmx vtrx vaa~t ~ ~ 1. MfN, GRA?E FOH SEWER cavca vca rra ova +.c coa F~ r~r ~A~EancuT~ SERVICE SHALI BE l.0 %(1/A' FER
rox drstAU,t1~a+, N6~Ee 1'01utERlla ANU 1, PRECASi C~tdCRETE MANkp~ES SHALI NEEi OR ENCEEO THE er oatss-ux wsur coaa, aR cops9avcnon xo~as ow s~u. ovc, a.t, REQUiREF~NTS OF ASTM C 418. ALl SURFACES SHALI BE PRBCABP CONC9CPC YAl~HDI& NW'68 0°0°0°0° . opooaooso, ~ I LOCAtIp1S. USE N1'pi.WllC CEVEXt F7.1 RECOMMENQEO MIN. GRAUE SHALI 9E 2,0 S'fCkJg~'BT R/~p
SMO~7H AND EVEN TEXTURED 41TH A M[NIHUM OF HpNEYCONB, ~ 8° DIP tmc mu'7 ro sua ~ururm~ FIN, AND ~THER II~ERFECTIaNS. , - TA0. ! / ^ - z. ne~r~ ~ seavtc~ ar vn~ies
E[CENiurc 2. A1MS BETYEEN NANHOI.E SECT[ONS SHA~L 8E SEALED i_. i r o~ rr~-c~st tu+cACt[ mr~ an ~ RISER VAT R T vv x r srnbttss srta ~ ~ r~ PROPERTY Uf~ MUST BE A ~ SUFFIC]ENT TO PR~VIIIE A7 LERST l2' MIH, - - MIN. GRA?E Tp HUSINESS aR 18• MAx
ealac e woe~aa maoE ao,ustn~m E TIGN USfNG EITHER 0-RtNG GASKETS CDNFORMING V(TN e snsws vtrN Y cna+ - are~ A 0.IMii - iH+[[ ~S mc 6' w~z.~ ASiN C 443 ~R BUTYL RESIN CONFORM[NG WITH AASHTp M-198. tnc uhn, vtncf ~wanvs aEC K~/ x~[t vs•~erz U~ y DWELLMG AND 12' MIN. CtlV~R _ 1, OVER SERYICE, I
~ 3. HG.ES fU2 CONNECTION OF P1PE TO NANNpLE SHAIL BE PRECAST ~PPRO~'CO EPYL> _ Srtrs r~t Srn ovc. OR CORED. D[ANEtER Of NOIE SHaLL NOT E%CEED OUTSIDE ~ ~m ~s 1 i6' aC DIAMETER ~R P7PE BY MORE 7HAN 3[NCHES. U I ~i2• 3. F~ f$W SUBDIV[Si~tVS, 1 ~
"a - - BOIIOX Of CQVER ClEANOUT STACKS SHAI..L BE I'" I i s PLACED 3' Tp THE IEFT ~F THf ~
~e~ s um 4. CpNNECTtONS ~F PIPE Tp MAMiOLE SNALL BE MADE 4aTERT1GHT Q" US[NG RESIIIENi CONNECT~RS CQNFORMING Tp ASTM C 923 OR b - - NEOPRENE Bf70TS EMBEDOEO IN PRECAST BASE WiTH STAINLESS f0 VATER ME1ER WHEM L~[iKIN6 FROM M~NOI.~THIC "Y' W/ ~ 1/d flEND PITTIN~ ~ ~ - ~z' I THE ROAD4fAY OR SEWER MAIN,
STEEL COMPRESS]~N BANDS. bd Mn+. - 6d Mm. 4, ALL CLEANDUT 3TACKS PLACED
z~~~ 5. HANH~LE INVERTS SHALL BE MSTALLED USING BRICK AND C'~']Q B_g ~ A A MORTAR, OR MAMip~ES MAY HAVE MppRBASE SECT(ONS WIiH SE N ~ r.~~i~~. AT TH~ EASfMENT (R1GHT ~f WAY7 i LSNE (!R PIACED 1P3 PAVED AREAS 1' STIJB W/PLUG _ rv n arv ` SMALL BE INSTALIEB USING CAST
PRECAST IMVERFS. - 6. lffT HOLE$ SHALL BE PLUGGED AND FILIED FLUSN VITH ~ IRON PIPE WITN BRASS PLUGS, ~i ~~Z CAST IRON, DQUBLE-MfB 4' ll4 OR l/8 BEMD
NORTAR. CONNECTORS (30' MINJ MAY BE 4' GAST IRON SOII P1PE OR M N~ WE T-LBS USED Tp TRANSIT117N FROM PVC 4' DUGTIIE [RpN OR
>o<o~o oao~o^o^o~o~o~o^o~e au aetac ar~n r~rae si+a R c v a B B LL E lE E t/2• MORtAR PARGE COAT ON !kS[OE AND IXITSIDE. F AN ] 0 MONOUTHIC "Y" V1/ A' PVC (SOR 26, 160 PSU ~~2~ 1 COVER ~20 SERVICE PIPE V4 BEND F[TTING
SECTION A-A ~ ~ ' E~"~~ . ?OTAL 300 5• All PIPE VITHIN RIGHTS t1F u N i WAY SHAl.L NAVE PUSH-~N JOINTS SE ER MAI
E%ISt. STA6LE MINOR HEII C01PnClE? SU~iItRBE SET N4HtlLE Qv SEl W~NIc nm, b~ ~s~ s ux SECTION A-A ~~`a-u~ wamoe~ ~no 6' +s sci M„xa,E a„ r-~o v~• - SPECffFCAiION VITH ELAS70MfRiC GASKET SEALS. aix s~ +s~ sroc ~ 3i ~~Z. - CLASS ~0 CAST 1RON MEETING
CONSfAGCTION NO'tL5 ON 5~0. D1fG. /.l. LqST. ftl1AE RNCNF ~ Pf~LA3f CQIICRBTE YARNOIB NOT65 . C~IPACtEO SUBGRA~ casr. sr~c ~+au+ vcu i MEETING ASTM A-48 UITH FULI 6, SIX lNCH AND IARGER SERVICES c~nctEO S°°dr^a r-9 iUl.l BfTUMINOUS COATING SHALL C~NNECT AT MANfI~LES.
PflECA~T CONCRETE MAPJHOLE PRECAST CONCRETE MANHOLE NOTES PRECAST CONCRETE MANHOI.E WITH iNSIDE DROP SIDE DROP STANDARD MANHOLE RING & COVER STANDARD 4" SEFIVIGE IATERAl.
GTY OF ROCKY MOUNT - 4 i ` s CITY OF ROCKY MOUNT - -0;Z R" CITY OF ROCKY MOUNT - _ R VISI NS CITY OF ROCKY MOUNT - 4:6 ' R~ " CITY OF ROCKY MOUNT - a.i2 ~
DEPT. OF ENGINEERING s DEP1'. OF ENGINEERING °A D~PT. OF ENGINEEft[NG ~4 DEPT. OF ENGINEERiI3G DEPT.OFENGINEERING " • 'EVS _
oa-io-ss 04-IO-99 " Q4-l(?-99 Q4-1P-99 ~ Q4-10-99 04-10-99
MANHOLE CONNECTION
a ' " ~m al,uc varear[a+r ce~c[t
' '4 HYORAU.IC ~ENT~u ~ FIU.£0 VITH

PRQPER7Y FIRE HYDRANi, PUMPER NOZZLE - HYLI~ANT GENE LINE O TO FACE STREEi NT ENERA CONSTftUCTION I~OTES ~ADE 3'6~ MrN. DRA G L P;~~ ~ T'~ ~ p ~
- , D~~~~~~ r~ ~p,E Swu e~ twco NpTE~ FOR HYDRANT MSTAI.LAT1tlN ON EXISTING MAIN, USE TAPPING SLEEVE ~IRE HrURaNi~ HrORaNT SNn~~ BE A~ i ~ HYORANT SHALI BE AVNA L502, IX2Y BARREII, URY B[MNET, THREE-w'AY HY~RANT V1TH ,
p. ~o AND VALVE PER STD, Na. 5•12 6' n1N. aURr, 4 I/~ . , o , ~ f 2 V2' HOZE NORIES c . , • • BREAK-AVAY TRAFFIC 6' H1N. BURY, 4 I/2' MIN, NA1N VRLVE OPENING, 4 I/2' PUMPER NOIIIE, TWO EA[H ~ . 2 V2' HOZE H~Z2lES~ REPLACEABLE BR~NZE NOZZLES WITP NATIONAL STAN~pRD THREpDS, ~ BREAK-AVAY TRAFFIC FEATURE, AND BRIBJZE ON BR~NZE SEAT RINGS. NYARANT SHALL I x ~
, p' a~~. P,' ~ ~ z Q VALVE BtlX PER Navf pEN'rnG~n SruPl y i S T?, N( 1, 59 c C O U N T E R- C L O C K V I S E.~ NAVf PEN7AGpN SHAPE? l5 SIDEU~ OPERATING NUT AND SNAI.L OPEN TURNIN6 LEFT ~ B~ Q A (COUNTER-CLOCKVISE.~ 3' ~ j ~
~ N SIDE4ALK MAHUiACTURER9 AMERiCAN ~aRLING MN - - - = 3~ .L pMERiCAN ~pRLfNG MK-T3-I I, i' ~
w PVC MAIN CONNECTION V PAVEMENT NUELLER CEN7URION + NEW VCP MAIN COIVNL+'CTION NE Y I KE~°Y ~"`~o'"" B17R l~I ' ,~y NATERpUS TREND IOC NUELLER CEN7URION A421 ' ; ~ _ _ , w r' ~i.'~ ~ ` KEn~t+EDY Gt1aRUiMt ~ ~ B~ ~ I! ~ NATERpUS TREND IOC f .
CISP (S1A OR HYY~ F'EIGHi> SOR E6 PVC V/PUSN-0N JOQRS I . l0 CU FT, MIN. ' AUWA C509 PAMU CHpINS SNAIL BE REM ~ ~ ~-,1 ~ CHpINS SNAIL BE REMOVED. AND HYDRANT $HALL BE PAMiE~ M'ITH RUSTpLEUM k%0 ~?.~4.
CRUSHE? ST~NE ATE VALVE V/ FEDEFaI SAfETV RED. Nfw0.lTNtt'r~ ' pF pIERT SEalES I~a fEDEFaL SAfETY RED. N~ZZLE LRPS nHD BUNNET SHALL ALSO RECENE A CCAT ~ OF nLERT SER1E5 1~40 SILVER WH[TE AS NFNUFACiURED Br fERRR. lNC. PLAN ~
5 V+ ~wD W/ m CIU1PRCiED BACKFtI.L MJ CONNEC1ItlNS ~D~~Y~~ ,y. (TAMPED IN b' LIPTS> ~IL/GREASE~ HYDRANT SNALL 8E 0: vr i~i eua aa SfC7ICIN SECTIqN HYDRANT SNALL 8E OILED UR GREASED AS RECO~MEN?ED B~" MANUFALtURER AfTER A
'FERNCll' dR OMR WlIBIMEA FIFifNG W~ INSTALLAtION. AiPRqV€0 C~I~PNFSSION cot~tr+c ~S~Er ua~, 6' D[P BRANCH P1PE (5' MINJ SEaI M RCSTRAINT~ Af,t [NSTAt,LATIONS S INSTALLAtiON. I Af,t [NSTAILATIONS SHALL HAVE CUSS A CONCRETE 6LOCNfNG PIACED BEHIND BOTH TE A H T A ~C NOMiNAI TRENCH
TEE AND Hvp2nNT, E IpCKMG FLANGE CO~IP TEE AND Hvp2nNT, EN LfEU OP 7HREADEO &tIDIE RODS, A~R~VE7 GRIP RtN~ aT OCAMETER A H C WIDTN IpCKMG FLANGE CWINECT[ONS NAY BE USED, BOTH GRIP ~~NGS AND IOCKMG FLANC~ES ~ ~'a " 6 P~AN I,
SHALL 9E U1. LISTE? i _ _ _~~I 6ESS THAN 350 PSl ~ SHALL 9E UL. LISTE? ANO F.H. APPROVED WRN A RATED u~KIN6 PR£SSURE OF N~T M ~'6 6' ' 1'0' ~i 6ESS THAN 350 PSl MITH N MIN. SAFETY FRCTINt OF 2~L I.OLKING FI,ANGE WNNECiION$ ~CJOO P.S~I, CONCRETE ii ,e~ ,4.
~ 3/4' BAIDLE R0~ 6 tIE B~U S1+ALL ONLY BE ERM CONC, SET7ING SLAB EACH SiOE 111Tw0 C ATS OF PROVIOED. SHALL QILY BE PERMITTED kHERE PROPER PInCEMENT aN0 GRAOE AOJUSTNEN7 CAN BE CLASS H ~ 2't' 1' I 3'8' aanviocu. REQUIREll
4" SEWER SERVICE C~NN~CTI4N r-3• K i'-3~ z a- r~~cK ~ BITUHIN~US CQA?ING THRUST BIOCK CONG THRUST BLOCKING OMPACFE6ESUBGRADE 2500 P,S,I, C[INCRETE ~ a' ' CLASS B 'a' t~"~ ~4~ '~e'
v CiTY OF ROCKY MOUNT - 4.is REQUIRED ~ • ' ~ • BEND & BLt3CKING (1F 11 tl4° BfNDS
DEPT. OF ENGINEERING ~ HYDRANT IN51'ALLAT[ON ISI~ET 1 OF 21 HYDRANT CONS oa-io-~ v" CiTY OF ROCKY MOUNT • v CITY HYDRANT CONSTRUCTION NOTES (SHEET 2 OF 2} EN R ~ W TR CHING & BLOCKING OF TEES CITY OF ftC~KY MOUNT 5.20
5.l DEPT. 0~' ENG[NEERING _ DEF CITY OF ROCKY MOUNT - 5.2 " C[TY OF ROCKY MOUNT - 5,24 DEPT. OF ENGINEERING 07-~~~ ' DEPT. OF ENGINEERtNG 04~7~ - DEPT. OF ENGINEERlNG _
o4~r~ro j- 07-13-Q1
I ~I
I
STANOAR? VAIVE B~X ~ ~G PER STD. NQ 5.9 j i p~~T ipaS MnY BC ON DUC7ILE
I v,~n d v.r vwns j n~nxce m.ccmw 1RON MAINS ONIY. ALL OTHERS 1ERS ~ ~ ~Bq t M N. ~~i 7 1' PIE~ Plt~i -l0 1-I/ ~
RDADWAY ~~n °t vrtP". SHALL BE MA?E WITH A TAPPItXi ~ ~ ~ ~m~~ SA0111.E PER T-M.ISA, ~ ~ WATER ,ISA, ~ ~/16' 7 S/l6• I WATER MAIN ~ a ~--6 S/~6'--~
~cm~rmicm oti, I ~ I S 1 ' N ` " SEE 1[TAfL FOR STMIDARD VATER ~
~x j vn~sxce aMx i I ~ TAP 1NSTALLATION STQ ~Q 3S ~ N 1
CORP~RATI~N STOP ~ ~ ( isme m I~N STOP I !/8' N B~ SHUT OFF VALVE AND R~PDNPY BpX q SHALI BE PRpV1AED FOp ALL RSSEMBL[ES, 3~ 1
' ' ' RED BRASS OR ~ ' ~.e COPPER NIPPLE SERVICE l[NE NR POIM METERS OR I.ESS, A ClAt6 STOP ,j~E SHALL BE PR~VIIIED. f[Mt FIVE OR MORE 7/16' 4 S/8` 7/16' ' ~
~ , . , . E TYPE K SOFT CpPPER .o.~.'~ ' ° ' ~ wwwcavta- T CpPPER I~TERS, USf A 2' I.B.BN 6DUBLE IDSC OR ` RESIUENT WEDGE TYPE 6ATE VALVE. ~a 1 N ~ { ,
YKO 61 ME1R 12l ~LSF10.T. / ~ ' . . y~ ~~jq~'µTM,.w OMM MOES .i.' l ~ 4 ~ MIrE~ . ~ ~ .
s~ass v~.uc ~a~'~"r .vwmc i a n. onmco \ i, vqLVE BOM SHall BE tELESCOPIC ~ ~ ~ BRASS TEE (NAILEABLEI ~ Mi7H SCREH TYPE ADJUSTXENT. SECTION iLLEABLE) 3/d'%'F'%'f' (TYPICAU -~-t°` 2, vnA.vE 60X SHaLI BE CASt GRpI
2' IRpN BODY, CONCRE7£ HLOCKING S~ yp~ qq BR~SS NIPPIE cMALLEABLE) BRUN2E MOUNi 'F' X 6' RYPILAU RYPILAU N I ASiN A-48, CUSS 30 IRLtiI 6$NALL
TMQUST CQ.LAR ~TE VALVE ~p gRASS ~t BRASS NIPPLE PER S7D. N0. 5.20 COPPER NIPPLE "~s~ 'F' X 12' BRASS PL~i ~ N BE FUl.IY BITUMIDSpJS LOAiED FOR ~ DIRECi 6lRIdL, NQMINAL TRENCH LE r°u 3. VALVE ~M SHn1.L BE VBN-TE-3H AS DIAME1fJ2 A B C YIDTH
SET tN MIDDLE ff 2' x!2' ~ ncita euacs wc ro rucco a~ narco w+tu. FULL JO1NT Q&ZO'l ~D BRASS INt wir. rra n axi.tct A ~{I, K7ER3 S7W l tEAB U~ CU1IC FFCT. COPPER NIPPIE «n x-nm m w~xc s~e a ~[rtrts swu a~ wnc~uue raa crrr ar nodcv no.«r aar. T- MhNUFACTURCD BY pEVEY BROII~RS, a 3/8' I N INC. OF G0.bSBl7R0, NC OR APPkOVED . ,
2' % l2• M.l CQiDUtFi1IN S10PS, Oltt S1pK, END CMECiUtS, ETC. 9uLL p04Tt iN P IUKRk CR ~ASS N4MFACTUIEO !M ACfDRbVYE VITi ~WR CA00. ~ W~~~~Y. 1 STRNO1Nf, IN STREEt tALING HUJSE. VAtER IEiERS = EWa., 250D P.S,I, CONCRETE 1'u' ~ e~a• PLAN ir r~ iNSrai.~nr~m+ ~Tnt~s, s~ I
MECHANICAL JOINT iu mw rws wu ee mrc ARE ro HE tAtRtED 3' a[c+tr scuca sradc. nm sare dass. rw m rw¢ 6 MEttx em SxnLL ~ Fmrt d~EStE~+t Bm~ RmoE~ cNt-ex~ Nt TO MDIVIDUI TAPPED PLUG P¢Q ~VIC[ GppL[S tORYMG s~ z ai~~ dt cE~u•+~~ roa t~ as wva~utuaEO er rorto hEtm e~ass m~e sro, r~. s.io, CLASS B ib• ,e• r. .io, TO MDIVIDUAI MEfERS X~~' REQUIRED 3'0 P" 3' '
vtm wvn cem ~C ~p, Q µ pppppyEO EqNy, 19AL. (AT R[GHT 0~ EASEF~NT (AT R[GHT OF VAY OR - I-~---6 7I8'---~ 4 3'0' 1'0' 3'0' 4'0' EASEFrtNT LINE) 0' 4 9" 1' ' '6' 4'6'
5/8" x 3!4" ~ 1" WATER SERVICE STANQARD G~ STANQARD GANG METER ASSfMBLY STAiVDARD VALVE BOX TRENCMING & BLOCK(NG OF 2211~° BENDS
STANDARD 2" BLOB OFF DETAIL v N CITY OF CITY OF ROCKY MOUNT - s.6 ' CITY OF ROCKY M~UN'T - 5,s C~.~
~ S` " CITY OF R KY • CITY OF ROCKY MOUNT - 5.5 OC MOUNT 5.4 DEPT. OF' ENGINEERING ~ DEPT. OF ENG[NEEftING 2-~~~ - DEPT. OF ENGINEER(NG Y OF ROCKY MOUNT g,Z~ DEPT. OF ENGfNEER[NG 64-07-00 - ~~~~~0 DEP'f, OF ENGINEERING " _ 07-f3-QS
aPPRpvfU t4n10D Fpa EXiEnS10n STANOaRD vatvE BQX N~TE~ VAI.VES SHALI BE AMERICAN pR OF' va~vF eqx 7oP SECr10rt ~ MUELLER, ~EN LEF7, TAPPING SOLIC CONCRE?E Ut BR1CN OvER SLEEVE AND VA~vE SPECIF[ED BLOCNING SHnLt BE USED 314' ALL-iM2EA? aHOVE TOP 0~ P[PE
AS FOOTING F~R IRICTILE STEEL ROD tCUT Tp _ [f20N P1PE TEE LENGTH> ~r GATE VAIVE : VAIVE I
~ ~ 1' D1P N[PPIE I
~ • • • USE S' fE0.VY WEfLHT
CASi IRON SO[L PIPC ~ 1 D 0 0 ~,~~A S1AB'IN SOR F~t EXTENSI@!S ~ ~~X 0 0 0 0 3' i ~i
VALVQ ~IX P~~ CASNET etrrTm~ s~cno~ ~ NOTE~ ExTENS[QV OF vALVE BO% USIN6 StRAlGHi PIPE - , ~ . I
$HALL IN1lY BE PERMITTED TO A DEPTH OF SI% <67 FEfT, V~~ . O 0 0 S • Fpi UEEPER VALVE [NSTAI,LAT[OMS, STEM AND OPERATING ~ B~X ~ A \ I ~
Nl1T E%TENSIONS MUST ALSO BE PROVI~O. rn~u euc~a~ ` PLAN '.4+~-~-*L . ~
CLaSS A OU7S[DE PaVEMENT INSiAI.LATCpN - o< > CIMCRETE o,° v~LVE BRX rAT T"°P~ THRUST BL K Jt7(NT LONNECTIONS SECTIqN
6' MIN. P' a~ ~~o v, TO CONt~~T SLEEVC OC ING PER ROU REQUIREr THICKl~.SS MAIN tAR vaLVE VALVE STA iJO. 4.27 BRANCH SIZE ti0. ROU REQUIREMENTS BRANCH SIZE ti0. OF RODS
NOTES ~ GENERAL NOTES 4~ 1. U3NCRETE SHA1.L NOT CONiACT BOLTS 4" 2 EA. NOMINAL TRENCH
o v a OR END$ 9F MECHAMCAL JOMT fITT[NGS~ t. ONCE INSiALLED AND TIGHi, T1i[ $TEEI ROD$ AND BOLTS $HALL B~ , 2. SEE STANDnRD THRUST BLOCK TABLES, j BE CpqTED NITH 2 CDATS OF BITUMINDUS BASE PAINL g" B" 2 EA. DIAMETER A B C kIDTH
IN PAVEHENT INSTpLLAT[ON FpR AREA OF LaNCRETE REQUIRED, 2. CDNCRETE $NALL NOT CON7ACT BtlLTS OR ENDS Oi +o ° V, MnIN yp~~ v, MAiN 3. 2590 PSI CONCRETE CLASS B REQUIRED. E%[S~i1NG 0 0 L.~ MECHANICAL FtTS{NGS. 12" 8" 4 EA. '4' '0' i2" s Ea. e' PLAN
ATER r r v 4. TaPFING SI~EEVE & VALVE SHA~~ BE &1lTED ~!N 3. E500 PS[ CIXJCREtE LIASS B REQUIREA 1B• ~ 2 ' v ' iN PLALE G PRESSURE TESTED PRIOR T~ ~ I vo o.o +'v TAPPING OF E%ISTIlVG HAIN, 20" I is" s EA. 250~ P,S.I, C~NCRETE 3~0~ ~~o• ~a~ ~
0 v a~ ~0 i . . , ~ ~ 24~ I 20" 6 EA. CLASS B 24' 4'0' 20' 3'6' 90' z4" a Ea. REQUIRED ' '
' S 4f ~ ~ SHOULDER SLAB crnoaereb"s~,~6exe~
BEND 8~ BLOCKlNQ OF 45° BENDS ~H LINES N
VALVE 8bX I~JS7ALLATION DETAILS TAPPING SIEEVE & VALVE RESTRAINED TEE & VALVE FOR BRAtVGH LINES R" ' V" CITY OF ROCKY MOUNT C1TY OF ROCKY MOUNT - y.Z2' - 5.i3~ DEFT.OFENGINEERING . e
C I T' Y O F R O C K Y M O U N T - CITY 0~' ROCKY MQUNT - s.iz - 5.to DEPT. OF ENGINEERING DEPT. OF ENGINEEftING DEPT. OF ENGINEERING ~~7~ _ pq-p%-pp " 04-07-00 0'1-13-O1 04-07-00 -
SHEET N~,
DESIGNED C~V A ~ ~ A A ~ n nnnni n Trn APRIL 22,
I A l f-' n ! ~ \ / /I A 1 I / 1 I 1 /I /1 ~ ~ -r-, , „ r- r-, ~ . ~ . ~ . , ~ ~ ~ -r- n ATE ~ 2002
VHUl.11-IHIV HOOVI.IH I CO
DRAWN CLV 308-A Mlbxook Road Landsca e Arch(tects VVL~--)Lt- rlz~IV VILL/~bL c,//Y ur Kuc,K r /uivuiv i PROJ, #
CHECKED CLV Re,leigh NC Plann(ng Coneultants
Telepham Raleo 0lfica 919-844-555t3 mei addrem PO BOX 20828 Far. 99-365-6883 SUBDIVISION DWG FILE # PatioRMt B.DWG DF
REV,NO, DESCRIPTIONS DATE DATE RA(,~H NC 276I9 RCB, OWKXP 919-365-3OO
REVISIONS