20130241 Ver 1_401 Application_20130313

i
March 5, 2013
Ms. Karen Higgins
NCDENR - DWQ - Webscape Unit
512 N. Salisbury Street
Raleigh, NC 27604
RE: Coachman's HOA Site Improvements
Raleigh, North Carolina
Dear Ms. Higgins:
20 130 24 1
U9D0@U9@d_
ENGINEERING
9@_ �on�
MAR 1 1 2013
The intent of this transmittal letter is to help outline applicable details regarding the
submittal of a PCN for Buffer Authorization for the site improvement plans for the
Coachman's HOA Site located at 16211 Trottenham Street in Raleigh, NC.
The site in question is an existing recreation site containing dilapidated tennis courts, two
benches, and a gravel parking area. The general intent of the site improvements is to
bring the site into a much more functional and attractive state of use by removing the
tennis courts and adding a shade structure and eventually a kayak launch. A
repositioning of the parking area and addition of a path will also help make the site more
user - friendly. In addition, the removal of the courts and repositioning of the parking will
greatly reduce the environmental impact on the site by reducing the amount of existing
impervious surface from about 0.41 ac to 0.18 ac., some of which exists in the buffer.
Once the courts are removed, the intent is to lay sod on the site to create a well
vegetated lawn area. In order to improve the existing condition of the slope (some of
which is within the existing buffer) the HOA would like to re- vegetate the entire area.
The buffer impacts outlined in the attached Plans and Impact Map are the net
difference in the existing buffer impacts and those proposed with this project. The
temporary impacts are those associated with the removal of the existing courts and re-
vegetating of the area, which are exempt uses per the Table of Uses found in 15A NCAC
02B .0233. The permanent impacts are those that would be associated with the
installation of a hard - surface path leading to a floating kayak launch structure, which are
allowable without mitigation per the Table of Uses found in 15A NCAC 02B .0233. The
HOA most likely will not install the path and kayak launch immediately due to funding,
but would like to get the impacts permitted now (along with the other site work) so that
they are ready to go if and when they decide to install the path and kayak launch. I
spoke with James Lastinger at the USACE and he mentioned that due to the nature of
the type of kayak launch being used (the floating sections simply slip over 2.25 inch steel
poles stuck in the ground) that the USACE did not have a need for any permitting. I have
P.O. Box 37781 MIA GUM
VV O l�0 O
Raleigh, NC 27627
919.576.9733 ENGINEERING
Page I 1

also had correspondence with Ms. Amy Chapman and Mr. Shelton Sullivan, both of NC
DENR - DWQ to gain assistance in preparing the attached PCN for Buffer Authorization.
I appreciate your time and look forward to gaining approval of this PCN. If you have any
questions or require additional information, please contact me directly at 919.244.0494 or
IovelaceQunderfootenaineering.com.
Respectfully submitted:
Landon Lovelace, PE, LEED AP -ND, NCLID
Principal
P.O. Box 37781
Raleigh, NC 27627
919.576.9733 ENGINEERING
t1
Page 1 2

Version 1.4
January 9, 2009
401 OversightlExpress Permitting PCN Submittal Checklist
® The application fee (Checks may be made out to "N.C. Division of Water Quality"
NA - $240.00 for 401 Water Quality Certification with minor impacts
$570.00 for 401 Water Quality Certification with major impacts
Express Review Fee (Amount requested on Acceptance Letter)
© Fi vJ5)-complete and collated copies of the PCN Application and supporting
documentation (instead of providing 5 copies of the full size plans you may provide two
copies of full size plans along with three copies of 11 X 17 plans)
© Stormwater Management Plan (if applicable — see PCN Form Help File Section E)
P A 1) Please provide three (3) copies of the stormwater management plans along with all
supporting information pertaining to this project including the following:
a. Entire site development/layout plans delineating all drainage areas;
b. Design calculation sheets for all proposed BMP(s) sized for both on -site and
off -site drainage;
c. BMP supplements for each proposed BMP and Required Items Check List
(hftp: / /h2o.enr.state.nc.us /su /bmp forms.htm) along with all required
items;
d. A Notarized Operation & Maintenance Agreement for each stormwater
management facility;
e. Detailed construction drawing sheets shall include
(i) Erosion and sediment control plans;
(ii) Installation and planting schedules for the proposed BMPs;
(iii) Appropriately scaled plan views and cross sectional details of all
BMPs and associated components — inlet and outlet structures,
forebay, respective zones and pertinent elevations.
M If your project is located within a State implemented Riparian Buffer Rule Area, submit the
pa following along with site plans and PCN form:
1) Three (3) copies of the details for on -site diffuse flow provisions, (refer to
hftp://h2o.enr.state.nc.us/su/bmpjorms.htm).
© DWQ Stream Determination Forms for streams on property and DWQ determination
M� letter for wetlands or streams (if applicable).
The following is the most critical of all the information that you must provide. The quality and
detail of the information will often determine the expeditiousness of the review. The following is
a checklist of the types of pertinent information required at a minimum:
Maps and Plans:
(� The most recent version of the 1:24,000 USGS Topographic Map - Please cleanly draw or
delineate the site boundaries on the topographic map.
® The most recent version of the bound and published County NRCS Soil Survey Map -
(required for projects within the Neuse River Basin, Tar - Pamlico River Basin, Randleman
Lake Watershed and the Catawba River Basin, also recommended for all projects) -
Please clearly delineate the site boundaries, etc. on the map. If the delineation obscures
any of the features, it is recommended that a clean copy be provided. Copies of the

Version 1.4
January 9, 2009
current soil survey and /or soil survey map sheets can be obtained from the local NRCS
County Office (http: / /www.nc.nres.usda.gov /). GIS soil layers are not acceptable.
® Vicinity map - Please clearly mark the location and approximate boundaries of the property
and project on the map. Please indicate north arrow and scale. Please include applicable
road names or State Road numbers.
j The Site Plan - The most critical map to be provided is the site plan. You must provide full
sized plans. The following is the minimum list of plans that are typically needed.
R3 Pre - construction /Pre- existing conditions - This sheet (or sheets) must include:
• All jurisdictional and non jurisdictional wetland, stream, water features, State regulated
buffers (delineated into Zones 1 and 2)
• Topographic contours with elevations
• Any existing structures and impervious areas
• Existing utility lines and easements
• Existing roads, culverts, and other pertinent features
• North arrow and the scale (1 °:50' scale is recommended).
[y� Proposed conditions - This sheet (or sheets) must include:
• All jurisdictional and non jurisdictional wetland, stream, water features, State regulated
buffers (delineated into Zones 1 and 2)
• Lot layout (if a subdivision or commercial development is proposed) - lots must be
developable without further impacts to jurisdictional and non - jurisdictional wetlands
streams, water features. and State regulated buffers Building envelopes must be
provided when streams, wetlands, riparian buffers, or water features exist on a lot
• All built -out structures and impervious cover
• Final grading contours with elevations
• All utilities and easements (including septic fields on all lots within 100 feet of stream,
wetland, or water features - if applicable)
• Impacted areas — these should correspond with the Impact numbers listed on your PCN
form.
© Drainage Plans - Final drainage plans must include the following:
• Locations and pertinent elevations and sizes of the stormwater collection system and
drainage ways
• All inlets and outlets must also be shown with pertinent elevations (All outlets to
wetlands must be at a non - erosive velocity, generally less than 2 ft/sec during the peak
flow from the 10 -vr storm)
• Scaled stormwater BMPs must also be indicated as required by DWQ rules and policies
• In certain cases (see Section E of PCN form), final stormwater management plans must
also be provided (see Stormwater Management Plan Checklist)
® Proposed Impacts - All impacts to jurisdictional and non jurisdictional wetland, stream,
water features, and State regulated buffers must be shown and labeled on the site plans at
a scale no smaller than 1" = 50'. All excavation, fill, flooding, stabilization, and other impacts
that will be conducted in or near jurisdictional and non jurisdictional wetland, stream, water
features, and State regulated buffers must be indicated. Please provide cross sectional
details showing the provisions for aquatic life passage (burial of culvert 20% for culverts s 48
inches, and 1 -foot for culverts > 48 inches).

Version 1.4
January 9, 2009
Wetland Impacts: PIA
❑ Precise grading and final elevation contours must be provided. Existing
vegetation and any clearing must be specked.
❑ All subsurface utility lines must indicate the location of anti -seep collars.
Construction detail for anti -seep collars must be provided.
❑ Roadway or other crossings of riparian wetlands may require floodway culverts to
maintain existing hydrological conditions.
❑ Plans should show that the hydrology of remaining wetlands on the site will be
maintained.
Stream Impacts: Nig
❑ Stream impacts must be clearly shown on the plans. The centerline as well as
the banks of the stream must be surveyed or located by GPS for the portion of
the stream to be impacted.
❑ The Inlet and the outlet of all culverts should be aligned with the stream as
much as possible. Inlet and outlet elevations and streambed elevations should
be indicated. Any inlet or outlet protection must be shown and enumerated on
the impact map(s).
❑ For bottomless culverts or other spans, a vertical cross section should be
provided that shows the minimum distance from each span to each stream bank,
the stream cross section, the height of the span above the stream and the
minimum distance from the edge of each footer to each stream bank.
Additionally, please provide a signed and sealed geotechnical report of
subsurface soils at the proposed bottomless culvert location. The report must
comply with the Division of Highways — Guidelines for Drainage Studies and
Hydraulic Design, prepared by A. L. Hankins, Jr., State Hydraulics Engineer -
1999.
❑ Multiple culverts or sectioned box culverts typically require the use of sills, off-
setting or other means to match the cross section of the existing stream (in order
to maintain stream stability and provide aquatic life passage). A vertical cross
section of the culverts should be shown overlain with the up and downstream
stream cross section including the stream flood -prone area.
❑ Impacts associated with dam construction must indicate and enumerate all fill
associated with the dam footprint, spillway and any bank stream bank
stabilization. The length of stream impounded must also be indicated and
enumerated.

318113 Underfoot Engineering Mail - RE: Coachnrarr's Trail HOA Site (UNCLASSIFIED)
VUL 9 O O
ENGINEERING
RE: Coachman's Trail HOA Site (UNCLASSIFIED)
Lasdnger, James C SAW < James [e-mail]> Fri, Mar 8, 2013 at 2:46 PM
To: Landon Lovelace <Ilo %lace @underfootengineedng.com>
Classification: UNCLASSIFIED
Caveats: NONE
Landon,
I reviewed the plans, for the floating dock. Per our phone conversation, installation of the dock would not be
considered fill and would not require a 404 permit. If you have any other questions feel free to give me a call.
James Lastinger
Regulatory Specialist
Raleigh Regulatory Field Office
US Army Corps of Engineers, Wilmington District
ADDRESS: 3331 Heritage Trade Drive, Suite 105 Wake Forest, NC 27587
Tel: [phone], x32
Fax: [phone]
Regulatory Homepage: http:// www.saw.usace.army.mil/WETLANDS
Please help us better serve youl Take our brief online Customer Service Survey. (htto: / /www.saw.usace,army.
mil /scripts /rws3.pl ?FORM = regulatory)
— Original Message
From: Landon Lovelace ( mailto: lowlace @underfootengineering.com]
Sent: Friday, March 08, 2013 1:10 PM
To: Lastinger, James C SAW
Subject: Re: Coachman's Trail HOA Site
Good afternoon James.
Have you had an opportunity to view the plans and verify the permitting requirements. Sorry to be a bother, I'm
just trying to wrap up the PCN submittal and would like to offer clear guidance on the dock.
Any info you have is greatly appreciated. Thanks in advence and have a great weekend.
Inline image 1
On Wed, Mar 6, 2013 at 1:51 PM, Landon Lovelace <Ilo %lace @underfootengineering.com> wrote:
Good afternoon James.
Thanks for speaking with me earlier, I appreciate your time. Ke attached a pdf copy of the approved plans
and the EZ -Dock literature for your reference. Please verify that there are no permitting requirements (404) as far
as the Corps is concerned. rd like to convey that in the PCN for buffer authorization. If you have any trouble with
WsJhreil.gwgle oan*nailkakdOrMi= 2&k- -08b 3dWM% 4e%- ptSsew &Flnbmdtti= 130158a4a85efges 1n

W13 Underfoot Engineering Mail - RE Coachman's Trail HOA Site (UNCLASSIFIED)
the attachments or have any questions, please don't hesitate to call.
Thank -you in advance.
Inline image 1
Classification: UNCLASSIFIED
Caveats: NONE
h tmJ/mail.google.cmlrrudi/calul M =2&IF 8,ue Fpt&earcl--inboodth=13d4bsa4a8sa gee w

Oa(A %NA7fgpG
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a
Office Use Only:
Corps action ID no.
DWQ project no.
Form Version 1.4 January 2009
Pre - Construction Notification (PCN) Form
A. Applicant Information
1. Processing
1 a. Type(s) of approval sought from the Corps:
❑ Section 404 Permit ❑ Section 10 Permit
1b. Specify Nationwide Permit (NWP) number: or General Permit (GP) number.
1c. Has the NWP or GP number been verified by the Corps?
i ❑ Yes ❑ No
1 d. Type(s)Aof approval sought from the DWQ (check all that apply):
NN401 Water Quality Certification - Regular ❑ Non -404 Jurisdictional General Permit
❑ 401 Water Quality Certification - Express Riparian Buffer Authorization
1e. Is this notification solely for the record
because written approval is not required?
For the record only for DWQ
401 Certification:
❑ Yes 14 No
For the record only for Corps Permit:
❑ Yes ❑ No
1f. Is payment into a mitigation bank or in -lieu fee program proposed for
mitigation of impacts? If so, attach the acceptance letter from mitigation bank
or in -lieu fee program.
❑ Yes ® No
1g. Is the project located in any of NC's twenty coastal counties. If yes, answer 1h
below.
❑ Yes No
1 h, Is the project located within a NC DCM Area of Environmental Concern (AEC)?
❑ Yes No
2. Project Information
2a. Name of project:
C
2b. County:
2c. Nearest municipality / town:
R 1 N
2d. Subdivision name:
G o
2e. NCDOT only, T.I.P. or state project no:
3. Owner Information
3a. Name(s) on Recorded Deed:
L r,r►►M ,�,, S I R .Q 7 L R
N9 ng I
4 a
3 b. Deed Book and Page No.
3c. Responsible Party (for LLC if
applicable):
1013
CAN iL-T r& S ,-�►� 1..� Y
1%904 P j e.j i- 3 L U F f C- r
AZ ,,. 4,. i- r - ri N Z -7 9-11 ^ch
3d. Street address:
3e. City, state, zip:
3f. Telephone no.:
110 l 0 17 7 1
3g. Fax no.:
N A
3h. Email address:
c,.� 5 good @ a b, oc ... •�
Page 1 of 10
PCN Form - Version 1.4 January 2009

4. Applicant Information (If different from owner)
4a. Applicant is:
[a Agent ❑ Other, specify:
4b. Name:
4c. Business name
(if applicable):
C'- o s+�•w.•� •� , i 1t v+4 t� 14V A
4d. Street address:
100 4 P L u r" Cr
4e. City, state, zip:
, -7 i
4f. Telephone no.:
°1 . 0 10 . b,4-1 1
4g. Fax no.:
N- w
4h. Email address:
tr- ^ 2
5. AgentlConsuttant information (if applicable)
5a. Name:
L tow •-) c,... i . Lov ;-t- bj� F�
5b. Business name
(if applicable):
iv �, , 1N �• -
5c. Street address:
VC Y t -S-7-7 g i
5d. City, state, zip:
,mot G o- N(- '1-7%.-1,-7
5e. Telephone no.:
`t `i . S '7 t.. `i -7 33
5f. Fax no.:
N A
5g. Email address:
Page 2 of 10

B. Project Information and Prior Project History
1. Property Identification
1a. Property identification no. (tax PIN or parcel ID):
I 1709 - 78 - 412,77
1b. Site coordinates (in decimal degrees):
I Latitude: 35, G, k Z �, Longitude: •- 7 V • k: ; 7 -f
1 c. Property size:
� acres
2. Surface Waters
2a. Name of nearest body of water to proposed project:
�; � �, i1 C
2b. Water Quality Classification of nearest receiving water.
2c. River basin:
FauS i.a�iL (J�aF rz Nay+ �i+.,
3. Project Description
3a. Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of this
application: C of 1�cr►'t I It, s . A-c
( i +f L u x % C c ca+a �.e ► S v►v�n u o ' s+ . i1 � 1 .
3b. List the total estimated acreage of all existing wetlands on the property: N A
3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property: loo
3d. Explain the purpose of the proposed projectyTc, c�ew.�.� -c 'y' -e, -xts-t1r, -r64- '%'-V cv .w+-> r►,,.�jy -.
5T. 11 Shi IAK � AA-r M,\ l,. r— k i11� ,CkAs'1%C� • \ V� '%'-V �L W�'."d.nfTi 164- COVE
�
3e. Describe the oveMll project in detail, includin the type of equipment to be u�8d 'fj 1�. �•� v-1 �•M+ -at ,.,1 b
M'Qv -&l JP.., r�1� .� �-, O.ry► 11� b v-F-�C r rc - 5 . "i-c. 4--A !w w t �1 �sr •.w i ,,,' w.., l r v .. F .
1+ S owh a .'�..� -c.�t �1�� �- l ( 5 • k...a o : 4. w 1t1 b e c ..-,e L-A-A w q B LA, C ",+ �y 1 � -
J
4. Jurisdictional Determinations
4a. Have jurisdictional wetland or stream determinations by the
Corps or State been requested or obtained for this property /
ro'ect (including all prior phases) in the st?
Yes ❑ No ® Unknown
Comments:
4b. If the Corps made the jurisdictional determination, what type
of determination was made?
❑ Preliminary ❑ Final
4c. If yes, who delineated the jurisdictional areas?
Name (f known):
Agency /Consultant Company:
Other
4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation.
5. Project History
6a. Have permits or certifications been requested or obtained for
this project (including all prior phases) in the past?
❑Yes ❑ No ® Unknown
5b. If yes, explain in detail according to "help file" instructions.
6. Future Project Plans
6a. Is this a phased project?
Yes �) No
6b. If yes, explain.
Page 3 of 10
PCN Form - Version 1.4 January 2009

C. Proposed Impacts Inventory
1. Impacts Summary
1 a. Which sections were completed below for your project (check all that apply):
❑ Wetlands ❑ Streams — tributaries Buffers ❑ Open Waters ❑ Pond Construction
2. Wetland Impacts
If there are wetland impacts proposed on the site, then complete this question for each wetland area impacted.
2a.
Wetland impact
number
Permanent (P) or
Temporary T
2b.
Type of impact
2c.
Type of wetland
2d.
Forested
2e.
Type of jurisdiction
Corps (404,10) or
DWQ (401, other)
2f.
Area of
impact
(acres)
W1 -
Choose one
Choose one
Yes/No
W2 -
Choose one
Choose one
Yes/No
W3 -
Choose one
Choose one
Yes/No
W4 -
Choose one
Choose one
Yes/No
W5 -
Choose one
Choose one
Yes/No
W6 -
Choose one
Choose one
Yes/No
2g. Total Wetland Impacts:
2h. Comments:
3. Stream Impacts
If there are perennial or intermittent stream impacts (including temporary impacts) proposed on the site, then complete this
question for all stream sites impacted.
3a.
Stream impact
number
Permanent (P) or
Temporary (T)
3b.
Type of impact
3c.
Stream name
3d.
Perennial (PER) or
intermittent (INT)?
3e.
Type of
jurisdiction
3f.
Average
stream
width
(feet)
3g.
Impact
length
(linear
fit)
S1 -
Choose one
S2 -
Choose one
-
S3 -
Choose one
S4 -
Choose one
S5 -
Choose one
S6 -
Choose one
3h. Total stream and tributary impacts
3i. Comments:
Page 4 of 10
PCN Form — Version 1.4 January 2009

4. Open Water Impacts
If there are proposed impacts to lakes, ponds, estuaries, tributaries, sounds, the Atlantic Ocean, or any other open water of
the U.S. then indiv, ually list all open water impacts below.
4a.
4b.
4c.
4d.
4e.
Open water
Name of waterbody
impact number
(if applicable)
Type of impact
Waterbody
Area of impact (acres)
Permanent (P) or
type
Temporary
01 -
Choose one
Choose
02 -
Choose one
Choose
03 -
Choose one
Choose
04 -
Choose one
Choose
4f. Total open water Impacts
4g. Comments:
6. Pond or Lake Construction
If Pond or lake oonstruction oroposed, the complete the chart below.
5a.
5b.
5c.
5d.
5e,
Pond ID number
Proposed use or
Wetland Impacts (acres)
Stream Impacts (feet)
Upland
purpose of pond
(acres)
Flooded
Filled
Excavated
Flooded
Filled
Excavated
P1
Choose one
P2
Choose one
5f. Total:
5g. Comments:
5h. Is a dam high hazard permit required?
❑ Yes ❑ No If yes, permit ID no:
5i. Expected pond surface area (acres):
5j. Size of pond watershed (acres):
5k. Method of construction:
6. Buffer impacts (for DWO)
If project will impact a protected riparian buffer, then complete the chart below. If yes, then individually list all buffer impacts
below. If any impacts require mitigation, then you MUST fill out Section D of this form.
6a. Project is in which protected basin?
❑ Neuse ❑ Tar - Pamlico ❑ Catawba []Randleman ❑ Other.
6b.
6c.
6d.
6e.
6f.
6g.
Buffer Impact
Reason for impact
Stream name
Buffer
Zone 1
Zone 2
number—
Permanent (P) or
mitigation
_ impact
impact
Temporary M
required?
(square
(square
B1
hh�*•�•- by r
Yes
feet )
feet
B2 -
v= \l�
Yes&
B3 -
Yes/No
B4
Yes/No
B5 -
Yes/No
B6 -
Yes/No
6h. Total Buffer Impacts:
8i. Comments:
1-age 5 of 1 u

D. Impact Justification and Mitigation
1. Avoidance and Minimisation
1 a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project. -T'6.4. 4r--A 4-b
AA,.Q. `u - \ CA--nS — % s ?IX- . C_-A� -6 k: u k-+MC �w..E q ��rA .� % S Inn �n 1 r� I�.a.i 'fv `c.y42.v►
kw.PLx14_ . t�+..,..��Ilk t!`e *1 >1h-I �NA•S G:,.,rt-S IVI111WI1VC5 �vInIsu'vl i__.'C.4
1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
C�treti 1 ",A —,A N. �vo -1�- i E t . �.
s a r-�� w '-k-xx S, 1
2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State
2a. Does the project require Compensatory Mitigation for
impacts to Waters of the U.S. or Waters of the State?
❑ Yes] No
2b. If yes, mitigation is required by (check all that apply):
❑ DWQ ❑ Corps
2c. If yes, which mitigation option will be used for this
project?
❑ Mitigation bank
❑ Payment to in -lieu fee program
❑ Permittee Responsible Mitigation
3. Complete if Using a Mitigation Bank
3a. Name of Mitigation Bank:
3b. Credits Purchased (attach receipt and letter)
Type: Choose one
Type: Choose one
Type: Choose one
Quantity:
Quantity:
Quantity:
3c. Comments:
4. Complete if Making a Payment to In -lieu Fee Program
4a. Approval letter from in -lieu fee program is attached.
❑ Yes
4b. Stream mitigation requested:
linear feet
4c. If using stream mitigation, stream temperature:
Choose one
4d. Buffer mitigation requested (DWQ only):
square feet
4e. Riparian wetland mitigation requested:
acres
4f. Non - riparian wetland mitigation requested:
acres
4g. Coastal (tidal) wetland mitigation requested:
acres
4h. Comments:
5. Complete if Using a Pennittee Responsible Mitigation Plan
5a. If using a permittee responsible mitigation plan, provide a description of the proposed mitigation plan.
Page 6 of 10
PCN Form — Version 1.4 January 2009

6. Buffer Mitigation (State Regulated Riparian Buffer Rules) — required by DWQ
6a. Will the project result in an impact within a protected riparian buffer that requires
buffer mitigation?
❑Yes P No
6b. If yes, then identify the square feet of impact to each zone of the riparian buffer that requires mitigation. Calculate the
amount of mitigation required.
Zone
6c.
Reason for impact
6d.
Total impact
(square feet)
Multiplier
6e.
Required mitigation
(square feet)
Zone 1
3 (2 for Catawba)
Zone 2
1.5
6f. Total buffer mitigation required:
6g. If buffer mitigation is required, discuss what type of mitigation is proposed (e.g., payment to private mitigation bank,
permittee responsible riparian buffer restoration, payment into an approved in -lieu fee fund).
6h. Comments:
Page 7 of 10

E. Stormwater Management and Diffuse Flow Plan (required by DWQ)
1. Diffuse Flow Plan
1 a. Does the project include or is it adjacent to protected riparian buffers identified
® Yes ❑ No
within one of the NC Riparian Buffer Protection Rules?
1b. If yes, then is a diffuse flow plan included? If no, explain why. 5 i k `,` •� d ,
,.•L \�av � d'-vc •F►o...+ c..�\ 1 Gc.w- t�o.,y c: � i ��
® Yes ❑ No
2. Stormwater Management Plan
2a. What is the overall percent imperviousness of this project?
2 %
2b. Does this project require a Stormwater Management Plan?
❑ Yes © No
2c. If this project DOES NOT require a Stormwater Management Plan, explain why: 'iha Pr. �LJ 1v ; c � v . r..�
sfi, t,Ke..'.
eK� � � �.+Z..► c v..31 rc - vcr }r.'h , j \-. k g ra ss - �,,rc.L+.�} kw• ?;y�.r� -rUi- si{�
TL: 1� < N -c s. U A - L� e A t '+i.rx s A O.► 8 a....`t S.
«viv. t'1vc.c
2d. if this project DOES require a Stormwater Management Plan, then provide a brief, narrative description of the plan:
2e. Who will be responsible for the review of the Stormwater Management Plan?
fir.
3. Certified Local Government Stormwater Review
3a. In which local government's jurisdiction is this project?
0 Phase II
3b. Which of the following locally - implemented stormwater management programs
❑"NSW
USMP
apply (check all that apply):
® Water Supply Watershed
❑ Other:
3c. Has the approved Stormwater Management Plan with proof of approval been
O�es ❑ No
attached?
4. DWQ Stormwater Program Review
OCoastal counties
❑HQW
4a. Which of the following state - implemented stormwater management programs apply
ORW
(check all that apply):
H Session Law 2006 -246
[]Other
4b. Has the approved Stormwater Management Plan with proof of approval been
❑ Yes ❑ No
attached?
5. DWQ 401 Unit Stormwater Review
5a. Does the Stormwater Management Plan meet the appropriate requirements?
❑ Yes ❑ No
5b. Have all of the 401 Unit submittal requirements been met?
❑ Yes ❑ No
Page 8 of 10
PCN Form — Version 1.4 January 2009

F. Supplementary information
1. Environmental Documentation (DWQ Requirement)
la. Does the project involve an expenditure of public (federal/state/local) funds or the
❑ Yes
0 No
use of public (federal/state) land?
1b. If you answered "yes" to the above, does the project require preparation of an
environmental document pursuant to the requirements of the National or State "
❑Yes
❑ No
(North Carolina) Environmental Policy Act (NEPA/SEPA)?
1c. If you answered "yes" to the above, has the document review been finalized by the
State Clearing House? (If so, attach a copy of the NEPA or SEPA final approval
letter.) -
❑ Yes
❑ No
Comments:
2. Violations (DWQ Requirement)
2a. Is the site in violation of DVVQ Wetland Rules (15A NCAC 2H .0500), Isolated
Wetland Rules (15A NCAC 2H .1300), DWQ Surface Water or Wetand Standards,
❑Yes
® No
or Riparian Buffer Rules (15A NCAC 2B .0200)?
2b. is this an after - the -fad permit application?
❑Yes
No
2c. If you answered °yes" to one or both of the above questions, provide an explanation of the violabon(s):
3. Cumulative Impacts (DWQ Requirement)
3a. Will this project (based on past and reasonably anticipated future impacts) result in
additional development, which could impact nearby downstream water quality?
[--]Yes
® No
3b. if you answered "yes" to the above, submit a qualitative or quantitative cumulative impact analysis in accordance with the
most recent DWO policy. if you answered "no," provide a short narrative description.
4. Sewage Disposal (DWQ Requirement)
4a. Clearly detail the ultimate treatment methods and disposition (non - discharge or discharge) of wastewater generated from
the proposed project, or available capacity of the subject facility.
Page 9 of 10
PCN Form — Version 1.4 January 2009

I o. enaangereci species and Designated Critical Habitat (Corps Requirement)
5a. Will this project occur in or near an area with federally protected species or
habitat?
❑ Yes 10 No
5b. Have you checked with the USFWS concerning Endangered Species Act
impacts?
❑ Yes Q No
5c. if yes, indicate the USFWS Field Office you have contacted.
5d. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical
Habitat? 'v S i'w
6. Essential Fish Habitat (Corps Requirement)
6a. Will this project occur in or near an area designated as essential fish habitat?
❑ Yes No
6b. What data sources did you use to determine whether your site would impact Essential Fish Habitat?
7. Historic or Prehistoric Cultural Resources (Corps Requirement)
7a. Will this project occur in or near an area that the state, federal or tribal
governments have designated as having historic or cultural preservation
status (e.g., National Historic Trust designation or properties significant in ❑Yes ®No
North Carolina history and archaeology)?
7b. What data sources did you use to determine whether your site would impact historic or archeological resources?
1kea W c!6 Gl S
8. Flood Zone Designation (Corps Requirement)
8a. Will this project occur in a FEMA - designated 100 -year floodplain?
❑ Yes No
8b. If yes, explain how project meets FEMA requirements:
8c. What source(s) did you use to make the floodplain determination? ,nom �` S
Jeo ar�.i c ctn1eL
Applicant/Agent's Printed Name
AV
ApplicanUAgent's Signature
( ent's signature is valid only if an authorization
letter from the a licant is provided.)
Date
ate
Page 10 of 10

I 1 �
EXISW— GRAVEL \
(IMPACT LEGEND]
30' ZONE 1
BUFFER -NRB
EXISTING
20' ZONE 2
El BUFFER -NRB
EXISTING
1( , PARKING LOT
�XLST�N FFENC; 'I•' 111
I h 1 1 '*: III I
`
EXISTING III 1
1 1 1 1 1
COURTS
TENNIS
OU I I 1
�JII11 I1 1 1 � P
IIII I 1 X11
I I p 10 I f l
- -� - --------------------------------
�
W -2499 W
IMPACT
NEUSE RIVER BUFFER IMPACT
ZONE 1
ZONE 2
EXISTING
456 SF
3,047 SF
SUBMITTAL: DRAWN BY: CHECKED BY: DATE:
IstSUBMITTAL APL LML 2013.02.13
QDUD94M
ENGINEERING
'PO BOX 37781
RALEIGH, NC 27627
P:919.576.9733
NORTH 30 15 o .0
Ell
■
EXISTING IMPACTS
COACHMAN'S TRAIL HOA SITE
CONSTRUCTION PLANS
RALEIGH, NC

35" 56'54"
35" 56 14"
Soil Map —Wake County, North Carolina
Map Scale: 1:6,110 if printed on B size (11" x 17') sheet. N
'D
N Meters m
A ^ 0 100 200 400 600
Feet
0 400 800 1,600 2,400
USDA Natural Resources
W-� Conservation Service
Web Soil Survey
National Cooperative Soil Survey
3/8/2013
Page 1 of 3
35° 56' Sr
35° 56' 12"

Soil Map –Wake County, North Carolina
MAP LEGEND
MAP INFORMATION
Area of Interest (AOI)
Very Stony Spot
Map Scale: 1:6,110 if printed on B size (11" X 17 ") sheet.
Area of Interest (AOI)
w Wet Spot
The soil our surveys that comprise AOI were y p y mapped at 1:15,840.
Soils
Other
Soil Map Units
Warning: Soil Map may not be valid at this scale.
Special Line Features
Special
Point Features
Gully
Enlargement of maps beyond the scale of mapping can cause
Blowout
misunderstanding of the detail of mapping and accuracy of soil line
Short Steep Slope
placement. The maps do not show the small areas of contrasting
®
Borrow Pit
soils that could have been shown at a more detailed scale.
r, r Other
}{
Clay Spot
Political Features
Please rely on the bar scale on each map sheet for accurate map
Closed Depression
O Cities
measurements.
Gravel Pit
Water Features
Source of Map: Natural Resources Conservation Service
Gravelly Spot
Streams and Canals
Web Soil Survey URL: http :ltwebsoilsurvey.nres.usda.gov
Coordinate System: UTM Zone 17N NAD83
4,)
Landfill
Transportation
This product is generated from the USDA -NRCS certified data as of
+.
Lava Flow
+++ Rails
the version date(s) listed below.
, jf,
Marsh or swamp
Interstate Highways
Soil Survey Area: Wake County, North Carolina
k
Mine or Quarry
US Routes
Survey Area Data: Version 10, Jul 13, 2012
O
Miscellaneous Water
Major Roads
Date(s) aerial images were photographed: 6/18/2006
q
Perennial Water
^ Local Roads
The orthophoto or other base map on which the soil lines were
compiled and digitized probably differs from the background
Rock Outcrop
imagery displayed on these maps. As a result, some minor shifting
+
Saline Spot
of map unit boundaries may be evident.
Sandy Spot
Severely Eroded Spot
0
Sinkhole
Slide or Slip
#
Sodic Spot
_
Spoil Area
?
Stony Spot
USDA Natural Resources Web Soil Survey 3/8/2013
iii—M Conservation Service National Cooperative Soil Survey Page 2 of 3

Soil Map -Wake County, North Carolina
Map Unit Legend
Wake County, North Carolina (NC183)
Map Unit Symbol
Map Unit Name
Acres in AOI
Percent of AOI
AgB2
Appling gravelly sandy loam, 2 to 6 percent
slopes, moderately eroded
18.0
4.3%
AgC2
Appling gravelly sandy loam, 6 to 10 percent
slopes, moderately eroded
3.0
0.7%
ApB
Appling sandy loam, 2 to 6 percent slopes
41.6
10.0%
ApB2
Appling sandy loam, 2 to 6 percent slopes,
moderately eroded
34.8
8.4%
ApC
Appling sandy loam, 6 to 10 percent slopes
13.0
3.1 %
ApC2
Appling sandy loam, 6 to 10 percent slopes,
moderately eroded
47.6
11.4%
ApD
Appling sandy loam, 10 to 15 percent slopes
21.1
5.1%
CeB2
Cecil sandy loam, 2 to 6 percent slopes,
moderately eroded
41.8
10.0%
CeC
Cecil sandy loam, 6 to 10 percent slopes
4.4
1.1%
CeC2
Cecil sandy loam, 6 to 10 percent slopes,
moderately eroded
51.8
12.4%
CeD
Cecil sandy loam, 10 to 15 percent slopes
62.8
15.1%
CgB2
Cecil gravelly sandy loam, 2 to 6 percent
slopes, moderately eroded
7.9
1.9%
CgC2
Cecil gravelly sandy loam, 6 to 10 percent
slopes, moderately eroded
12.2
2.9%
CmA
Chewada sandy loam, 0 to 2 percent slopes,
frequently flooded
6.6
1.6%
CnA
Colfax sandy loam, 0 to 3 percent slopes
0.7
0.2%
LoD
Louisburg loamy sand, 10 to 15 percent slopes
2.2
0.5%
MeA
Mantachie sandy loam, 0 to 2 percent slopes,
rarely flooded
6.7
1.6%
W
Water
11.4
2.7%
WkE
Wake - Wateree complex, 10 to 25 percent
slopes, very rocky
0.1
0.0%
WmE
Wedowee sandy loam, 15 to 25 percent slopes
11.5
2.8%
WoA
Wehadkee and Bibb soils, 0 to 2 percent
slopes, frequently flooded
10.3
2.5%
WxE
Wilkes cobbly loam, 15 to 25 percent slopes,
very stony
0.1
0.0°x6
WyA
Worsham sandy loam, 0 to 3 percent slopes
6.5
1.6%
Totals for Area of Interest
416.1
100.0%
USDA Natural Resources Web Soil Survey 3/8/2013
Conservation Service National Cooperative Soil Survey Page 3 of 3

7S. Environmental
Services
Tm 919 856 7400
Fax [phone]
Water Quality Division
336 Fayetteville Street • Raleigh, NC 27602
www.wakegovcom
STORM-WATER PERMIT
Project Name: Coachman's Trail HOA Site
SW Permit #: S2978
Owner /Applicant:
Name Coachmans Trail Homeowner
Address 410 Glenwood Ave Ste 130
Raleig ,NC, 27603
Contact (Name & Phone #) Pete Sullivan 919- 856 -1983
:i
9 -30 Party Responsible for Completion of Improvements
The developer is responsible for completing all stormwater improvements in accordance with the
requirements of this article and other applicable ordinances and laws.
9 -32 -6 Documents Required Before Plat Approval or Building Permit
All maintenance documents required by this article must be submitted to the Subdivision
Administrator or Stormwater Engineer before record plat approval, and such documents must be
referenced on the record plat, or, in the case of single -lot developments not requiring record
plats, documentation must be submitted to the Zoning Administrator or Stormwater Engineer
before building permit issuance.
Watershed Manager: Kathryn Hobby Cell #: 919 - 369 -4190
Permit issuance date: 02/28/2013
Name EPrinit):
Signature:
Date:
Ze 1:3 . 02. -2,9
Phone and Email:
9/9. 244 0f9f
l%ivclaw

'WAKE Environmental
COUNT' Services
Landon Lovelace
Underfoot Engineering
RE: Letter of Conditional Approval, February 7, 2013
91985, 7400
919 743 4772
Water Quality Division
+so Fayettevfle Streo• Rxe,ch NC 27602
:rti .v .vakegov Corr
Project Name: Coachman's Trail HOA site
Submitted By: Underfoot Engineering
Stormwater Permit #: S -2978
PO Box 37781
Date Received: 12 -21 -12
Raleigh. NC 27627
Date Processing Initiated: 12 -21 -12
Phone #: 919 - 782 -9677
Disturbed Acres: 0.06
Submittal Z Revision
Plan Review Fee: $250 PAID
1. Stormwater reement: n/a
Plan Permit Fee: $ 250 PENDING
2. Maintenance Plan: (n /a
Nitrogen Offset Fee n/a
3. As -built Plans and Certification:(Re uird Prior to C.O.)
Watershed: Neuse River Basin. 03020201
14. Annual Inspections Report: (n /a)
Dear Mr. Lovelace-
The above - referenced stormwater management plan has been reviewed and conditionally approved. As a
condition of approval you are required to submit an as-built survey to Wake County prior to final signoff of the
Certificate of Occupancy (C.O.) for your building permit, #0131442. It is very important that your contractor,
engineer and yourself be aware of these additional provisions to insure that the outstanding stormwater
management requirements are submitted, reviewed, approved and installed, such that these conditions are
satisfied. See below, for Ordinance specific wording on requirements.
This request for Wake County to evaluate a stormwater management plan does not relieve the applicant
from their responsibility to meet all applicable State and Federal Laws, including. but not limited to
necessary approvals from Federal Emergency Management Area Flood regulations /requirements,
Division of Water Quality stormwater or other water quality regulations /requirements. U.S. Army Corps
of Engineers Article 404/401 (Wetlands /Streams) jurisdiction/requirements, and/or any Federal, State,
County and Local municipal regulations or permit requirements. The approval issued in this letter cannot
supersede any other required permit or approval.
Thank you for your patience during the review period on this project. If you have any questions about
this approval please call me at (919) 856 -7341.
Sincerely,
Kathryn Hobby
Environmental Services
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RALEIGH, NC 27627
P:919.576.9733
COACHMAN'S TRAIL
CONSTRUCTION PLANS
RALEIGH, NC
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RALEIGH, NC 27614 -9798
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ACCOMODATE PROPOSED
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1709 -78 -9173
XI ING L TRI '
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RECREATION LAKE
!TRANSFORMERS
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C/O MICHAEL DUNNE
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218 MILLBROOK ROAD
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JONI K & RICKY L BROOKS
11613 TROTTENHAM ST
1709 -68 -9192
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SINGLE FAMILY RESIDENTIAL
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JOHN T & PAMELA B DOWD HEIRS
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PO BOAC `3ml
RALEIGH, NC 27627
P:919.576.9733
COACHMAN'S TRAIL
CONSTRUCTION PLANS
RALEIGH, NC
•
•
:0 ► I 110ILYATj ►
LEGEND
X
EXISTING CONTOUR (MAJOR)
" ", ",,,,,,,,,,,,,,,,,,,,'. "' ;:-':< ".,,,,.. EXISTING CONTOUR (MINOR)
........................ .., ................ ............................... EXISTING FENCING
1111-111111111 ..... _­ ..... . : _...... EXISTING UNDERGROUND ELECTRIC
_....._......_......_......... °•„ . ...._.-..._ ................. . .. EXISTING WATERLINE
EXISTING FIRE HYDRANT
EXISTING WATER VALVE
GENERAL NOTES
1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH APPLICABLE MUNICIPAL, LOCAL, COUNTY,
STATE, AND FEDERAL REGULATIONS AND STANDARDS.
2. EXISTING SURVEY AND TOPOGRAPHIC INFORMATION IS BASED ON FIELD SURVEY PROVIDED BY
BATEMAN CIVIL SURVEY COMPANY TITLED "TOPOGRAPHIC & BOUNDARY SURVEY FOR COACHMAN'S
TRAIL HOME OWNER'S ASSOCIATION ", DATED 2012.05.31. THE CONTRACTOR SHALL BE RESPONSIBLE
FOR FIELD VERIFYING EXISTING CONDITIONS PRIOR TO COMMENCEMENT OF ANY WORK. THE
CONTRACTOR SHALL IMMEDIATELY NOTIFY THE OWNER'S REPRESENTATIVE OF ANY DISCREPANCIES OR
CONFLICT.
3. PER FIRM PANEL 3720170900J, EFFECTIVE DATE MAY 2, 2006, NO FEMA FLOODPLAINS ARE LOCATED
ON THIS SITE.
4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING, COORDINATING, AND PAYMENT FOR
ALL NECESSARY LOCATING SERVICES INCLUDING INDEPENDENT LOCATING SERVICES. THE
CONTRACTOR SHALL HAVE ALL EXISTING UTILITIES LOCATED AT LEAST 48 HOURS PRIOR TO BEGINNING
DEMOLITION, EXCAVATION, OR ANY OTHER FORM OF CONSTRUCTION. THE CONTRACTOR SHALL
IMMEDIATELY NOTIFY THE OWNER'S REPRESENTATIVE OF ANY DISCREPANCIES OR CONFLICTS.
5. ALL SUB - SURFACE UTILITIES IDENTIFIED ON THE CONSTRUCTION DOCUMENTS ARE SHOWN IN THEIR
APPROXIIVATE LOCATION BASED ON SURVEY INFORMATION GATHERED FROM FIELD INSPECTION
AND /OR ANY OTHER APPLICABLE RECORD DRAWINGS WHICH MAY BE AVAILABLE. IT IS SOLELY THE
CONTRACTOR'S RESPONSIBILITY TO VERIFY ACTUAL IN PLACE SUB- SURFACE UTILITY INFORMATION
INCLUDING HORIZONTAL AND VERTICAL LOCATION. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY
THE OWNER'S REPRESENTATIVE OF ANY DISCREPANCIES OR CONFLICTS.
6. EXISTING IMPROVEMENTS DAMAGED OR DESTROYED BY THE CONTRACTOR DURING
CONSTRUCTION SHALL BE RESTORED OR REPLACED TO ORIGINAL CONDITION AND TO THE
SATISFACTION OF THE OWNER'S REPRESENTATIVE AT THE CONTRACTOR'S EXPENSE.
7. THE CCa`NTRACTOR SHALL BE RESPONSIBLE FOR ENSURING ALL PERMITS, INSPECTIONS,
CERTIFICATIONS, AND OTHER REQUIREMENTS WHICH MUST BE MET UNDER THIS CONTRACT ARE
OBTAINED..
8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING "AS- BUILT" DRAWINGS TO RECORD THE
ACTUAL LOCATION OF ALL PIPING PRIOR TO CONCEALMENT, DRAWINGS SHALL BE PROVIDED TO THE
OWNER'S REPRESENTATIVE AT REGULAR INTERVALS THROUGHOUT THE PROJECT FOR RECORD KEEPING.
9. IF DEPARTURES FROM THE PROJECT DRAWINGS OR SPECIFICATIONS ARE DEEMED NECESSARY BY THE
CONTRACTOR, DETAILS OF SUCH DEPARTURES AND REASONS THEREFOR SHALL BE SUBMITTED TO THE
OWNER'S % EPRESENTATIVE FOR REVIEW PRIOR TO CONSTRUCTION. NO DEPARTURES FROM THE
CONTRACT DOCUMENTS SHALL BE MADE WITHOUT THE EXPRESS WRITTEN PERMISSION OF THE OWNER'S
REPRESENTATIVE.
10. THE CONTRACTOR IS RESPONSIBLE FOR THE RELOCATION OF ANY EXISTING UTILITY INFRASTRUCTURE
REQUIRED TO COMPLETE ANY PORTION OF CONSTRUCTION. THE CONTRACTOR SHALL ALSO BE
RESPONSIBLE FOR THE COORDINATION AND COSTS OR ASSOCIATED WORK.
1 1. THE ENGINEER AND /OR OWNER DISCLAIM ANY ROLE IN THE CONSTRUCTION MEANS AND /OR
METHODS ASSOCIATED WITH THE PROJECT AS SET FORTH IN THESE PLANS.
12. REFER TO ARCHITECTURAL DRAWINGS FOR DIMENSIONS AND DETAILS ASSOCIATED WITH THE UTILITY
STRUCTURE'.
1 B
3. ILDIF' U G SETBACKS ARE SHOWN IN A CCORD AN CE WITH APPROVED WAKE COUNTY STANDARDS.
REFER TO THE WAKE COUNTY LAND DEVELOPMENT ORDINANCE FOR SETBACK REQUIREMENTS
ASSOCIATED WITH PORCHES, DECKS, GARAGES, AND OTHER STRUCTURAL FEATURES.
DEMOLITION NOTES
1. REFER TO GENERAL NOTES ON SHEET C -100.
2. ANY MATERIALS REMOVED LS EMO ED AS PART OF DEMOLITION FOR THIS PROJECT SHALL B JCS L E PROPERLY
DISPOSED OF OFF -SITE IN ACCORDANCE WITH ALL FEDERAL, STATE, AND LOCAL LAWS.
3. ANY MATERIALS REMOVED AS PART OF DEMOLITION FOR THIS PROJECT SHALL BE REMOVED
_E
COMPLEFELY. THE EXCAVATED AREA SHALL BE BA KFI LLED WITH CLEAN FILL MATERIAL.
4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL OF EXISTING TREES AND OTHER
VEGETATION , ONLY AS NECESSARY FOR CONSTRUCTION OF THE PROPOSED IMPROVEMENTS.
S.
5. WITH ANN CONCRETE SHOWN TO BE REMOVED, THE CONTRACTOR SHALL REMOVE THE CONCRETE
TO THE NEAREST JOINT OR SAW CUT TO PROVIDE CLEAN EDGE,
6. WITH ANY ASPHALT SHOWN TO BE REMOVED, THE CONTRACTOR SHALL SAW CUT TO PROVIDE A
CLEAN EDGE.
7. ALL UTILJIT IES TO BE REMOVED OR HALL RELOCATED C S BE COORDINATED WITH THE APPROPRIATE
UTILITY PROVIDER PRIOR TO CONSTRUCTION. IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO
ENSURE THAT ALL NECESSARY MEASURES ARE TAKEN, WHETHER TEMPORARY OR PERMANENT, TO
ALLOW FOR PROPER FUNCTIONING OF EXISTING UTILITIES.
N
SUBMITTAL: DRAWIN BY: CHECKED BY: DATE: SEALED BY:
1 st SUBMITTAL SAD LML 2012.12.18 % %,jj l "' l l j,,,,
Per Wake County & Owner Comments APL LML 2012.02.1 ; �O�eoFv_ssip,�. 4 -- ,-; %
, <Q� 9� e
ly!j . ,°
f, �UL/ °
- `.- °e °
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,�2 NGINE��'°Q
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11
PROPERY #
PROPERY OWNER
WAKE COUNTY PIN
ZONING
CURRENT USE
A #X
(NOW OR FORMERLY OWNED BY)
ROBERTY H & MARY H MCMILLAN
1709 -78 -2566
R -80W
SINGLE FAMILY RESIDENTIAL
A #1
300 MOSS RUN
RALEIGH, NC 27614 -9798
COACHMANS TRAIL
1709 -78 -9173
R -80W
RECREATION LAKE
HOMEOWNERS ASSOC
A #2
C/O MICHAEL DUNNE
218 MILLBROOK ROAD
RALEIGH, NC 27609 -4676
PHILIP A & DONNA J KREGOR
1709 -78 -2053
R -80W
SINGLE FAMILY RESIDENTIAL
A #3
1 1608 TROTTENHAM ST
RAELIGH, INC 27614 -9629
A #4
JONI K & RICKY L BROOKS
11613 TROTTENHAM ST
1709 -68 -9192
R -80W
SINGLE FAMILY RESIDENTIAL
RALEIGH, NC 27614 -8430
JOHN T & PAMELA B DOWD HEIRS
1709 -78 -0316
R -80W
SINGLE FAMILY RESIDENTIAL
A #5
11617 TROTTENHAM ST
RALEIGH, NC 27614 -8430
LEGEND
X
EXISTING CONTOUR (MAJOR)
" ", ",,,,,,,,,,,,,,,,,,,,'. "' ;:-':< ".,,,,.. EXISTING CONTOUR (MINOR)
........................ .., ................ ............................... EXISTING FENCING
1111-111111111 ..... _­ ..... . : _...... EXISTING UNDERGROUND ELECTRIC
_....._......_......_......... °•„ . ...._.-..._ ................. . .. EXISTING WATERLINE
EXISTING FIRE HYDRANT
EXISTING WATER VALVE
GENERAL NOTES
1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH APPLICABLE MUNICIPAL, LOCAL, COUNTY,
STATE, AND FEDERAL REGULATIONS AND STANDARDS.
2. EXISTING SURVEY AND TOPOGRAPHIC INFORMATION IS BASED ON FIELD SURVEY PROVIDED BY
BATEMAN CIVIL SURVEY COMPANY TITLED "TOPOGRAPHIC & BOUNDARY SURVEY FOR COACHMAN'S
TRAIL HOME OWNER'S ASSOCIATION ", DATED 2012.05.31. THE CONTRACTOR SHALL BE RESPONSIBLE
FOR FIELD VERIFYING EXISTING CONDITIONS PRIOR TO COMMENCEMENT OF ANY WORK. THE
CONTRACTOR SHALL IMMEDIATELY NOTIFY THE OWNER'S REPRESENTATIVE OF ANY DISCREPANCIES OR
CONFLICT.
3. PER FIRM PANEL 3720170900J, EFFECTIVE DATE MAY 2, 2006, NO FEMA FLOODPLAINS ARE LOCATED
ON THIS SITE.
4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING, COORDINATING, AND PAYMENT FOR
ALL NECESSARY LOCATING SERVICES INCLUDING INDEPENDENT LOCATING SERVICES. THE
CONTRACTOR SHALL HAVE ALL EXISTING UTILITIES LOCATED AT LEAST 48 HOURS PRIOR TO BEGINNING
DEMOLITION, EXCAVATION, OR ANY OTHER FORM OF CONSTRUCTION. THE CONTRACTOR SHALL
IMMEDIATELY NOTIFY THE OWNER'S REPRESENTATIVE OF ANY DISCREPANCIES OR CONFLICTS.
5. ALL SUB - SURFACE UTILITIES IDENTIFIED ON THE CONSTRUCTION DOCUMENTS ARE SHOWN IN THEIR
APPROXIIVATE LOCATION BASED ON SURVEY INFORMATION GATHERED FROM FIELD INSPECTION
AND /OR ANY OTHER APPLICABLE RECORD DRAWINGS WHICH MAY BE AVAILABLE. IT IS SOLELY THE
CONTRACTOR'S RESPONSIBILITY TO VERIFY ACTUAL IN PLACE SUB- SURFACE UTILITY INFORMATION
INCLUDING HORIZONTAL AND VERTICAL LOCATION. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY
THE OWNER'S REPRESENTATIVE OF ANY DISCREPANCIES OR CONFLICTS.
6. EXISTING IMPROVEMENTS DAMAGED OR DESTROYED BY THE CONTRACTOR DURING
CONSTRUCTION SHALL BE RESTORED OR REPLACED TO ORIGINAL CONDITION AND TO THE
SATISFACTION OF THE OWNER'S REPRESENTATIVE AT THE CONTRACTOR'S EXPENSE.
7. THE CCa`NTRACTOR SHALL BE RESPONSIBLE FOR ENSURING ALL PERMITS, INSPECTIONS,
CERTIFICATIONS, AND OTHER REQUIREMENTS WHICH MUST BE MET UNDER THIS CONTRACT ARE
OBTAINED..
8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING "AS- BUILT" DRAWINGS TO RECORD THE
ACTUAL LOCATION OF ALL PIPING PRIOR TO CONCEALMENT, DRAWINGS SHALL BE PROVIDED TO THE
OWNER'S REPRESENTATIVE AT REGULAR INTERVALS THROUGHOUT THE PROJECT FOR RECORD KEEPING.
9. IF DEPARTURES FROM THE PROJECT DRAWINGS OR SPECIFICATIONS ARE DEEMED NECESSARY BY THE
CONTRACTOR, DETAILS OF SUCH DEPARTURES AND REASONS THEREFOR SHALL BE SUBMITTED TO THE
OWNER'S % EPRESENTATIVE FOR REVIEW PRIOR TO CONSTRUCTION. NO DEPARTURES FROM THE
CONTRACT DOCUMENTS SHALL BE MADE WITHOUT THE EXPRESS WRITTEN PERMISSION OF THE OWNER'S
REPRESENTATIVE.
10. THE CONTRACTOR IS RESPONSIBLE FOR THE RELOCATION OF ANY EXISTING UTILITY INFRASTRUCTURE
REQUIRED TO COMPLETE ANY PORTION OF CONSTRUCTION. THE CONTRACTOR SHALL ALSO BE
RESPONSIBLE FOR THE COORDINATION AND COSTS OR ASSOCIATED WORK.
1 1. THE ENGINEER AND /OR OWNER DISCLAIM ANY ROLE IN THE CONSTRUCTION MEANS AND /OR
METHODS ASSOCIATED WITH THE PROJECT AS SET FORTH IN THESE PLANS.
12. REFER TO ARCHITECTURAL DRAWINGS FOR DIMENSIONS AND DETAILS ASSOCIATED WITH THE UTILITY
STRUCTURE'.
1 B
3. ILDIF' U G SETBACKS ARE SHOWN IN A CCORD AN CE WITH APPROVED WAKE COUNTY STANDARDS.
REFER TO THE WAKE COUNTY LAND DEVELOPMENT ORDINANCE FOR SETBACK REQUIREMENTS
ASSOCIATED WITH PORCHES, DECKS, GARAGES, AND OTHER STRUCTURAL FEATURES.
DEMOLITION NOTES
1. REFER TO GENERAL NOTES ON SHEET C -100.
2. ANY MATERIALS REMOVED LS EMO ED AS PART OF DEMOLITION FOR THIS PROJECT SHALL B JCS L E PROPERLY
DISPOSED OF OFF -SITE IN ACCORDANCE WITH ALL FEDERAL, STATE, AND LOCAL LAWS.
3. ANY MATERIALS REMOVED AS PART OF DEMOLITION FOR THIS PROJECT SHALL BE REMOVED
_E
COMPLEFELY. THE EXCAVATED AREA SHALL BE BA KFI LLED WITH CLEAN FILL MATERIAL.
4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL OF EXISTING TREES AND OTHER
VEGETATION , ONLY AS NECESSARY FOR CONSTRUCTION OF THE PROPOSED IMPROVEMENTS.
S.
5. WITH ANN CONCRETE SHOWN TO BE REMOVED, THE CONTRACTOR SHALL REMOVE THE CONCRETE
TO THE NEAREST JOINT OR SAW CUT TO PROVIDE CLEAN EDGE,
6. WITH ANY ASPHALT SHOWN TO BE REMOVED, THE CONTRACTOR SHALL SAW CUT TO PROVIDE A
CLEAN EDGE.
7. ALL UTILJIT IES TO BE REMOVED OR HALL RELOCATED C S BE COORDINATED WITH THE APPROPRIATE
UTILITY PROVIDER PRIOR TO CONSTRUCTION. IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO
ENSURE THAT ALL NECESSARY MEASURES ARE TAKEN, WHETHER TEMPORARY OR PERMANENT, TO
ALLOW FOR PROPER FUNCTIONING OF EXISTING UTILITIES.
N
SUBMITTAL: DRAWIN BY: CHECKED BY: DATE: SEALED BY:
1 st SUBMITTAL SAD LML 2012.12.18 % %,jj l "' l l j,,,,
Per Wake County & Owner Comments APL LML 2012.02.1 ; �O�eoFv_ssip,�. 4 -- ,-; %
, <Q� 9� e
ly!j . ,°
f, �UL/ °
- `.- °e °
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11

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UTILITY STRUCTURE: (225 SF)
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PO 130n 7`781
RALEIGH, NC 27627
P:919.576.9733
COACHMAN'S TRAIL HOA SITE
CONSTRUCTION PLANS
RALEIGH, NC
7f]
m
ADJAENT LOADING ARFfI .� -,
rn
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PROPOSED 15'X 1i.:5'
n
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{TYP F HATCHED AREA)
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UTILITY STRUCTURE: (225 SF)
I 5
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AP RmXIMATE.LOCATION
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OF RIOPOSED'ELECTRICAL
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PO 130n 7`781
RALEIGH, NC 27627
P:919.576.9733
COACHMAN'S TRAIL HOA SITE
CONSTRUCTION PLANS
RALEIGH, NC
7f]
PROPOSED GANGWAY
PROPOSED FLOATING DOCK
SITE LAYOUT AND UTILITY
Pl�kij
REQUIRED COUNTY NOTES
1. FINAL ZONING AND SITE IMPROVEMENT INSPECTION SHALL BE REQUIRED TO VERIFY SITE PLAN
COMPLIANCE BE DONE BEFORE A CERTIFICATE OF COMPLIANCE IS ISSUED BY WAKE COUNTY
BUILDING INSPECTIONS.
2. DETERIORATED O R DEAD SCREENING SHALL BE REPAIRED OR REPLACED WITHIN SIX MONTHS.
3. NO PERMANENT CONSTRUCTION CAN OCCUR WITHIN BUFFER YARDS.
4. SEPTIC TANKS, SEPTIC DRAIN LINES ARE PROHIBITED IN REQUIRED BUFFERYARDS, STORMWATER
RETENTION AND DETENTION FACILITIES, STORAGE TANKS FOR ANY PURPOSE, UTILITY SUBSTATION, AND
BUILDINGS HOUSING UTILITY SUBSTATIONS AND BUILDINGS HOUSING UTILITY COMMODOTIES OR
EQUIPMENT ARE ALSO PROHIBITED IN REQUIRED BUFFERYARDS.
UTILITY NOTES
1. REFER TO GENERAL NOTES ON SHEET -100.
2. THE WATER SERVICE SHALL BE TYPE K COPPER.
3. THE PROPOSED YARD HYDRANT SHALL BE THE NON - FREEZE TYPE.
4. THE CONTRACTOR IS SPECIFICALLY NOTIFIED THAT THE LOCATION AND /OR ELEVATION OF EXISTING
UTILITIES SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES, AND
WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD, THE INFORMATION IS APPROXIMATE AND
SHOULD NOT BE RELIED ON AS BEING EXACT OR COMPLETE.
5. THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANIES AT LEAST 72 HOURS BEFORE
ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES.
6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING WITH ALL UTILITY COMPANIES FOR
INSTALLATION REQUIREMENTS AND SPECIFICATIONS.
NOTE: CONTRACTOR MAY UTILIZE EXISTING GRAVEL TO
MIX WITH NEW GRAVEL. CONTRACTOR SHALL VERIFY
MINIMUM 8" DEPTH.
8" GRAVEL (ABC)
COMPACTED SUBGRADE
GRAVEL PAVEMENT SECTION
N.T.S.
8" CONCRETE (3,000 PSI)
COMPACTED SUBGRADE
CONCRETE PAVEMENT SECTION
N.T.S.
( .f" STRAIGHT CONCRETE
CURB EDGING
8 "GRAVEL ABC
GRAVEL ( ABC) q
a N
0 0 0 •. 'e
COMPACTED ��H r 1 I -�
SUBGRADE
CONCRETE CURB EDGING SECTION
N.T.S.
SUBMITTAL:
1 st SUBMITTAL
Per Wake County & Owner Comments
GENERAL NOTES
1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH APPLICABLE MUNICIPAL, LOCAL, COUNTY,
STATE, Ah41iD FEDERAL REGULATIONS AND STANDARDS.
2. EXISTING SURVEY AND TOPOGRAPHIC INFORMATION IS BASED ON FIELD SURVEY PROVIDED BY
BATEMAN
CIVIL SURVEY COMPANY TITLED "TOPOGRAPHIC &BOUNDARY SURVEY FOR COACHMAN'S
TRAIL HOME OWNER'S ASSOCIATION ", DATED 2012.05.31. THE CONTRACTOR SHALL BE RESPONSIBLE
FOR FIELD VERIFYING EXISTING CONDITIONS PRIOR TO COMMENCEMENT OF ANY WORK. THE
CONTRACTOR SHALL IMMEDIATELY NOTIFY THE OWNER'S REPRESENTATIVE OF ANY DISCREPANCIES OR
CONFLICTS,
3. A PORTION OF THIS SITE APPEARS TO LIE WITHIN ZONE'X' OF A FEMA FLOODPLAIN AS SHOWN ON
FIRM PANEL 3720170900J, EFFECTIVE DATE MAY 2, 2006.
4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING, COORDINATING, AND PAYMENT FOR
ALL NECESSARY LOCATING SERVICES INCLUDING INDEPENDENT LOCATING SERVICES. THE
CONTRACTOR SHALL HAVE ALL EXISTING UTILITIES LOCATED AT LEAST 48 HOURS PRIOR TO BEGINNING
DEMOLITION, EXCAVATION, OR ANY OTHER FORM OF CONSTRUCTION. THE CONTRACTOR SHALL
IMMEDIATELY NOTIFY THE OWNER'S REPRESENTATIVE OF ANY DISCREPANCIES OR CONFLICTS.
5. ALL SUB- SURFACE UTILITIES IDENTIFIED ON THE CONSTRUCTION DOCUMENTS ARE SHOWN IN THEIR
APPROXIMATE LOCATION BASED ON SURVEY INFORMATION GATHERED FROM FIELD INSPECTION
AND /OR ANY OTHER APPLICABLE RECORD DRAWINGS WHICH MAY BE AVAILABLE. IT IS SOLELY THE
CONTRACTOR'S RESPONSIBILITY TO VERIFY ACTUAL IN PLACE SUB - SURFACE UTILITY INFORMATION
INCLUDING HORIZONTAL AND VERTICAL LOCATION. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY
THE OWNER'S REPRESENTATIVE OF ANY DISCREPANCIES OR CONFLICTS.
6. EXISTING IMPROVEMENTS DAMAGED OR DESTROYED BY THE CONTRACTOR DURING
CONSTRUCTION SHALL BE RESTORED OR REPLACED TO ORIGINAL CONDITION AND TO THE
SATISFACTION OF THE OWNER'S REPRESENTATIVE AT THE CONTRACTOR'S EXPENSE.
7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ENSURING ALL PERMITS, INSPECTIONS,
CERTIFICATIONS, AND OTHER REQUIREMENTS WHICH MUST BE MET UNDER THIS CONTRACT ARE
OBTAINED,
8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING "AS- BUILT" DRAWINGS TO RECORD THE
ACTUAL LOCATION OF ALL PIPING PRIOR TO CONCEALMENT. DRAWINGS SHALL BE PROVIDED TO THE
OWNER'S (REPRESENTATIVE AT REGULAR INTERVALS THROUGHOUT THE PROJECT FOR RECORD KEEPING.
9. IF DEPARTURES FROM THE PROJECT DRAWINGS OR SPECIFICATIONS ARE DEEMED NECESSARY BY THE
CONTRACTOR, DETAILS OF SUCH DEPARTURES AND REASONS THEREFOR SHALL BE SUBMITTED TO THE
OWNER'S (REPRESENTATIVE FOR REVIEW PRIOR TO CONSTRUCTION. NO DEPARTURES FROM THE
CONTRACT DOCUMENTS SHALL BE MADE WITHOUT THE EXPRESS WRITTEN PERMISSION OF THE OWNER'S
REPRESENTATIVE.
10. THE CONTRACTOR IS RESPONSIBLE FOR THE RELOCATION OF ANY EXISTING UTILITY INFRASTRUCTURE
REQUIRED TO COMPLETE ANY PORTION OF CONSTRUCTION. THE CONTRACTOR SHALL ALSO BE
RESPONS13LE FOR THE COORDINATION AND COSTS OR ASSOCIATED WORK.
11. THE ENGINEER AND /OR OWNER DISCLAIM ANY ROLE IN THE CONSTRUCTION MEANS AND /OR
METHODS ASSOCIATED WITH THE PROJECT AS SET FORTH IN THESE PLANS.
12. REFER TO ARCHITECTURAL DRAWINGS FOR DIMENSIONS AND DETAILS ASSOCIATED WITH THE UTILITY
STRUCTURE.
13. BUILDING SETBACKS ARE SHOWN IN ACCORDANCE WITH APPROVED WAKE COUNTY STANDARDS.
REFER TO THE WAKE COUNTY LAND DEVELOPMENT ORDINANCE FOR SETBACK REQUIREMENTS
ASSOCIAT-D WITH PORCHES, DECKS, GARAGES, AND OTHER STRUCTURAL FEATURES.
14. THE GRAVEL DRIVE SURFACE SHALL BE DESIGNED TO ACCOMODATE FIRE TRUCK LOADING (WB40).
15. THIS SITE IS NOT REQUIRED TO INCLUDE ON-SITE RES OO
Q I TR M FACILITIES. USERS OF THE SITE WILL HAVE
ACCESS TO THE NEIGHBORHOOD L
CLUBHOUSE RESTROOMS WHICH ARE LOCATED LESS THAN 500
METERS RS A ".,,W AY FROM THIS SITE AND WILL BE OPEN DURING NORMAL DAYTIME HOURS.
16. THE PATHWAY FROM THE UTILITY STRUCTURE TO THE FLOATING DOCK SHALL COMPLY WITH ADA
STANDARDS. PER SECTION 1005.1.2 OF THE 2010 ADA STANDARDS FOR ACCESSIBLE DESIGN, WHERE
THE TOTAL. LENGTH OF GANGWAY OR SERIES OF GANGWAYS SERVING AS PART OF A REQUIRED
ACCESSIBLE ROUTE IS 30 FEET MINIMUM, GANGWAYS SHALL NOT BE REQUIRED TO COMPLY WITH THE
REQUIREMENT THAT RAMP RUNS SHALL HAVE A RUNNING SLOPE NOT STEEPER THAN 1:12.
17. ALL CONCRETE SHALL BE AT LEAST 3,000 PSI.
18. PROPOSED UTILITY STRUCTURE SHALL BE 1 'xl ' " TIMB RLA D" MO D EL B Y E
NWOOD STRUCTURES.
ARCHITECTURAL AND STRUCTURAL PLANS WILL BE SUBMITTED AT TIME OF BUILDING PERMIT
APPLICATION.
O .
19. FLOATING DOCK AND GANGWAY SHALL BE EZ -DOCK PRODUCTS OR SIMILAR. PLANS SHALL BE
SUBMITTED AT TIME OF BUILDING PERMIT, IF REQUIRED.
20. THIS SITE IS IN COMPLIANCE WITH CHAPTER 15 OF THE WAKE COUNTY LIDO. THE NUMBER OF
EXISTING SPACES ARE PRESERVED.
21. NO ADDITIONAL PLANTINGS FOR VEHICULAR SURFACE AREA OR BUFFERYARD ARE REQUIRED PER
CHAPTER ?6 OF THE WAKE COUNTY LIDO.
22. TRAIL MAY BE IMPERVIOUS MATERIAL. OWNER TO SELECT MATERIAL AT TIME OF CONSTRUCTION.
23. PER CLARIFICATION BY BARRY M N Y A E
00 E H M, DIRECTOR OF WAKE COUNTY INSPECTIONS, NO
BATHROOM FACILITIES WILL BE REQUIRED FOR THIS SITE SINCE THE UTILITY STRUCTURE IS UNDER 250 SF.
DRAWIN BY: CHECKED BY: DATE:
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PROPOSED GANGWAY
PROPOSED FLOATING DOCK
SITE LAYOUT AND UTILITY
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REQUIRED COUNTY NOTES
1. FINAL ZONING AND SITE IMPROVEMENT INSPECTION SHALL BE REQUIRED TO VERIFY SITE PLAN
COMPLIANCE BE DONE BEFORE A CERTIFICATE OF COMPLIANCE IS ISSUED BY WAKE COUNTY
BUILDING INSPECTIONS.
2. DETERIORATED O R DEAD SCREENING SHALL BE REPAIRED OR REPLACED WITHIN SIX MONTHS.
3. NO PERMANENT CONSTRUCTION CAN OCCUR WITHIN BUFFER YARDS.
4. SEPTIC TANKS, SEPTIC DRAIN LINES ARE PROHIBITED IN REQUIRED BUFFERYARDS, STORMWATER
RETENTION AND DETENTION FACILITIES, STORAGE TANKS FOR ANY PURPOSE, UTILITY SUBSTATION, AND
BUILDINGS HOUSING UTILITY SUBSTATIONS AND BUILDINGS HOUSING UTILITY COMMODOTIES OR
EQUIPMENT ARE ALSO PROHIBITED IN REQUIRED BUFFERYARDS.
UTILITY NOTES
1. REFER TO GENERAL NOTES ON SHEET -100.
2. THE WATER SERVICE SHALL BE TYPE K COPPER.
3. THE PROPOSED YARD HYDRANT SHALL BE THE NON - FREEZE TYPE.
4. THE CONTRACTOR IS SPECIFICALLY NOTIFIED THAT THE LOCATION AND /OR ELEVATION OF EXISTING
UTILITIES SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES, AND
WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD, THE INFORMATION IS APPROXIMATE AND
SHOULD NOT BE RELIED ON AS BEING EXACT OR COMPLETE.
5. THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANIES AT LEAST 72 HOURS BEFORE
ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES.
6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING WITH ALL UTILITY COMPANIES FOR
INSTALLATION REQUIREMENTS AND SPECIFICATIONS.
NOTE: CONTRACTOR MAY UTILIZE EXISTING GRAVEL TO
MIX WITH NEW GRAVEL. CONTRACTOR SHALL VERIFY
MINIMUM 8" DEPTH.
8" GRAVEL (ABC)
COMPACTED SUBGRADE
GRAVEL PAVEMENT SECTION
N.T.S.
8" CONCRETE (3,000 PSI)
COMPACTED SUBGRADE
CONCRETE PAVEMENT SECTION
N.T.S.
( .f" STRAIGHT CONCRETE
CURB EDGING
8 "GRAVEL ABC
GRAVEL ( ABC) q
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COMPACTED ��H r 1 I -�
SUBGRADE
CONCRETE CURB EDGING SECTION
N.T.S.
SUBMITTAL:
1 st SUBMITTAL
Per Wake County & Owner Comments
GENERAL NOTES
1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH APPLICABLE MUNICIPAL, LOCAL, COUNTY,
STATE, Ah41iD FEDERAL REGULATIONS AND STANDARDS.
2. EXISTING SURVEY AND TOPOGRAPHIC INFORMATION IS BASED ON FIELD SURVEY PROVIDED BY
BATEMAN
CIVIL SURVEY COMPANY TITLED "TOPOGRAPHIC &BOUNDARY SURVEY FOR COACHMAN'S
TRAIL HOME OWNER'S ASSOCIATION ", DATED 2012.05.31. THE CONTRACTOR SHALL BE RESPONSIBLE
FOR FIELD VERIFYING EXISTING CONDITIONS PRIOR TO COMMENCEMENT OF ANY WORK. THE
CONTRACTOR SHALL IMMEDIATELY NOTIFY THE OWNER'S REPRESENTATIVE OF ANY DISCREPANCIES OR
CONFLICTS,
3. A PORTION OF THIS SITE APPEARS TO LIE WITHIN ZONE'X' OF A FEMA FLOODPLAIN AS SHOWN ON
FIRM PANEL 3720170900J, EFFECTIVE DATE MAY 2, 2006.
4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING, COORDINATING, AND PAYMENT FOR
ALL NECESSARY LOCATING SERVICES INCLUDING INDEPENDENT LOCATING SERVICES. THE
CONTRACTOR SHALL HAVE ALL EXISTING UTILITIES LOCATED AT LEAST 48 HOURS PRIOR TO BEGINNING
DEMOLITION, EXCAVATION, OR ANY OTHER FORM OF CONSTRUCTION. THE CONTRACTOR SHALL
IMMEDIATELY NOTIFY THE OWNER'S REPRESENTATIVE OF ANY DISCREPANCIES OR CONFLICTS.
5. ALL SUB- SURFACE UTILITIES IDENTIFIED ON THE CONSTRUCTION DOCUMENTS ARE SHOWN IN THEIR
APPROXIMATE LOCATION BASED ON SURVEY INFORMATION GATHERED FROM FIELD INSPECTION
AND /OR ANY OTHER APPLICABLE RECORD DRAWINGS WHICH MAY BE AVAILABLE. IT IS SOLELY THE
CONTRACTOR'S RESPONSIBILITY TO VERIFY ACTUAL IN PLACE SUB - SURFACE UTILITY INFORMATION
INCLUDING HORIZONTAL AND VERTICAL LOCATION. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY
THE OWNER'S REPRESENTATIVE OF ANY DISCREPANCIES OR CONFLICTS.
6. EXISTING IMPROVEMENTS DAMAGED OR DESTROYED BY THE CONTRACTOR DURING
CONSTRUCTION SHALL BE RESTORED OR REPLACED TO ORIGINAL CONDITION AND TO THE
SATISFACTION OF THE OWNER'S REPRESENTATIVE AT THE CONTRACTOR'S EXPENSE.
7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ENSURING ALL PERMITS, INSPECTIONS,
CERTIFICATIONS, AND OTHER REQUIREMENTS WHICH MUST BE MET UNDER THIS CONTRACT ARE
OBTAINED,
8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING "AS- BUILT" DRAWINGS TO RECORD THE
ACTUAL LOCATION OF ALL PIPING PRIOR TO CONCEALMENT. DRAWINGS SHALL BE PROVIDED TO THE
OWNER'S (REPRESENTATIVE AT REGULAR INTERVALS THROUGHOUT THE PROJECT FOR RECORD KEEPING.
9. IF DEPARTURES FROM THE PROJECT DRAWINGS OR SPECIFICATIONS ARE DEEMED NECESSARY BY THE
CONTRACTOR, DETAILS OF SUCH DEPARTURES AND REASONS THEREFOR SHALL BE SUBMITTED TO THE
OWNER'S (REPRESENTATIVE FOR REVIEW PRIOR TO CONSTRUCTION. NO DEPARTURES FROM THE
CONTRACT DOCUMENTS SHALL BE MADE WITHOUT THE EXPRESS WRITTEN PERMISSION OF THE OWNER'S
REPRESENTATIVE.
10. THE CONTRACTOR IS RESPONSIBLE FOR THE RELOCATION OF ANY EXISTING UTILITY INFRASTRUCTURE
REQUIRED TO COMPLETE ANY PORTION OF CONSTRUCTION. THE CONTRACTOR SHALL ALSO BE
RESPONS13LE FOR THE COORDINATION AND COSTS OR ASSOCIATED WORK.
11. THE ENGINEER AND /OR OWNER DISCLAIM ANY ROLE IN THE CONSTRUCTION MEANS AND /OR
METHODS ASSOCIATED WITH THE PROJECT AS SET FORTH IN THESE PLANS.
12. REFER TO ARCHITECTURAL DRAWINGS FOR DIMENSIONS AND DETAILS ASSOCIATED WITH THE UTILITY
STRUCTURE.
13. BUILDING SETBACKS ARE SHOWN IN ACCORDANCE WITH APPROVED WAKE COUNTY STANDARDS.
REFER TO THE WAKE COUNTY LAND DEVELOPMENT ORDINANCE FOR SETBACK REQUIREMENTS
ASSOCIAT-D WITH PORCHES, DECKS, GARAGES, AND OTHER STRUCTURAL FEATURES.
14. THE GRAVEL DRIVE SURFACE SHALL BE DESIGNED TO ACCOMODATE FIRE TRUCK LOADING (WB40).
15. THIS SITE IS NOT REQUIRED TO INCLUDE ON-SITE RES OO
Q I TR M FACILITIES. USERS OF THE SITE WILL HAVE
ACCESS TO THE NEIGHBORHOOD L
CLUBHOUSE RESTROOMS WHICH ARE LOCATED LESS THAN 500
METERS RS A ".,,W AY FROM THIS SITE AND WILL BE OPEN DURING NORMAL DAYTIME HOURS.
16. THE PATHWAY FROM THE UTILITY STRUCTURE TO THE FLOATING DOCK SHALL COMPLY WITH ADA
STANDARDS. PER SECTION 1005.1.2 OF THE 2010 ADA STANDARDS FOR ACCESSIBLE DESIGN, WHERE
THE TOTAL. LENGTH OF GANGWAY OR SERIES OF GANGWAYS SERVING AS PART OF A REQUIRED
ACCESSIBLE ROUTE IS 30 FEET MINIMUM, GANGWAYS SHALL NOT BE REQUIRED TO COMPLY WITH THE
REQUIREMENT THAT RAMP RUNS SHALL HAVE A RUNNING SLOPE NOT STEEPER THAN 1:12.
17. ALL CONCRETE SHALL BE AT LEAST 3,000 PSI.
18. PROPOSED UTILITY STRUCTURE SHALL BE 1 'xl ' " TIMB RLA D" MO D EL B Y E
NWOOD STRUCTURES.
ARCHITECTURAL AND STRUCTURAL PLANS WILL BE SUBMITTED AT TIME OF BUILDING PERMIT
APPLICATION.
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19. FLOATING DOCK AND GANGWAY SHALL BE EZ -DOCK PRODUCTS OR SIMILAR. PLANS SHALL BE
SUBMITTED AT TIME OF BUILDING PERMIT, IF REQUIRED.
20. THIS SITE IS IN COMPLIANCE WITH CHAPTER 15 OF THE WAKE COUNTY LIDO. THE NUMBER OF
EXISTING SPACES ARE PRESERVED.
21. NO ADDITIONAL PLANTINGS FOR VEHICULAR SURFACE AREA OR BUFFERYARD ARE REQUIRED PER
CHAPTER ?6 OF THE WAKE COUNTY LIDO.
22. TRAIL MAY BE IMPERVIOUS MATERIAL. OWNER TO SELECT MATERIAL AT TIME OF CONSTRUCTION.
23. PER CLARIFICATION BY BARRY M N Y A E
00 E H M, DIRECTOR OF WAKE COUNTY INSPECTIONS, NO
BATHROOM FACILITIES WILL BE REQUIRED FOR THIS SITE SINCE THE UTILITY STRUCTURE IS UNDER 250 SF.
DRAWIN BY: CHECKED BY: DATE:
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PROPOSED GRAVEL SILT
FENCE OUTLET (TYP)
PROPOSED LIMITS OF
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PROPOSED TEMPORARY SILT
FENCE (TYP)
PROPOSED GRAVEL SILT
FENCE OUTLET (TYP)
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RALEIGH, NC 27627
P:919.576.9733
d. ss4o764s „F
EXISTING POND
PROPOSED GRAVEL SILT
FENCE OUTLET (TYP)
PROPOSED LIMITS OF
DISTURBANCE (TYP)
PROPOSED TEMPORARY SILT
FENCE (TYP)
PROPOSED GRAVEL SILT
FENCE OUTLET (TYP)
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1. CONTRACTOR SHALL SCHEDULE A PRE - CONSTRUCTION MEETING ON -SITE WITH THE OWNER'S
REPRESENTATIVE, SITE ENGINEER, AND CONTRACTOR'S REPRESENTATIVE IN ATTENDANCE.
2. INSTALL SILT FENCE AND TREE PROTECTION FENCE, CLEARING ONLY AS NECESSARY TO INSTALL
FENCING.
3. CONTACT THE OWNER'S REPRESENTATIVE OR SITE ENGINEER FOR INSPECTION AND CERTIFICATION
OF COMPLIANCE.
4. BEGIN CLEARING AND GRUBBING.
5. BEGIN ON -SITE DEMOLITION AND REMOVAL OF DEBRIS.
6. STABILIZE SITE AS AREAS ARE BROUGHT TO GRADE.
7. WHEN CONSTRUCTION IS COMPLETE AND ALL AREA AREAS ARE STABILIZED, CONTACT THE OWNER'S
REPRESENTATIVE OR SITE ENGINEERR FOR INSPECTION.
8. WHEN THE INSPECTOR APPROVES THE SITE, REMOVE ALL TEMPORARY EROSION CONTROL MEASURES
AND COMPLETE ALL PERMANENT EROSION CONTROL MEASURES.
9. WHEN VEGETATION IS ESTABLISHED, CONTACT THE OWNER'S REPRESENTATIVE OR SITE ENGINEER FOR
FINAL INSPECTION AND ACCEPTANCE. FINAL PAYMENT SFOR WORK SHALL NOT BE PAID UNTIL THE SITE
IS ACCEPTED BY THE OWNER'S REPRESENTATIVE OR THE SITE ENGINEER..
LEGEND
x EXISTING CONTOUR (MAJOR)
xxX -­­ -- - -- EXISTING CONTOUR (MINOR)
/ /// // - a ^` m ``� = m PROPOSED LIMITS OF DISTURBANCE
TSF PROPOSED SILT FENCE
TPF PROPOSED TREE PROTECTION FENCE
XXX PROPOSED CONTOUR (MAJOR)
XXX PROPOSED CONTOUR (MINOR)
® PROPOSED SILT FENCE OUTLET
®XXX.X SPOT ELEVATION
GRADING & DRAINAGE NOTES
1. REFER TO GENERAL NOTES ON SHEET C -100.
2. ALL PROPOSED CONTOURS AND SPOT ELEVATIONS REFLECT FINISHED GRADES.
3. ALL ELEVATIONS ARE IN REFERENCE TO THE BENCHMARK AND MUST BE VERIFIED BY THE GENERAL
CONTRACTOR PRIOR TO GROUND BREAKING.
4. THE CONTRACTOR SHALL BLEND NEW EARTHWORK SMOOTHLY TO TRANSITION BACK TO EXISTING
GRADE.
5. ALL FILL SHALL BE COMPACTED IN ACCORDANCE WITH RECOMMENDATIONS OF GEOTECHNICAL
ENGINEER, OR TO A MINIMUM OF 95% OF THE MODIFIED PROCTOR VALUE.
6. THE PROPOSED CONTOURS SHOWN IN DRIVES, PARKING LOTS, AND SIDWALKS ARE FINISHED
ELEVATIONS. REFER TO PAVEMENT CROSS SECTION DATA TO ESTABLISH CORRECT SUBBASE OR
AGGREGATE BASE COURSE ELEVATIONS TO BE COMPLETED UNDER THIS CONTRACT.
7. THE CONTRACTOR SHALL ENSURE POSITIVE DRAINAGE SUCH THAT ALL RUNOFF WILL DRAIN BY
GRAVITY FLOW ACROSS NEW PAVEMENT AREAS AND LAWN AREA. THE MINIMUM CROSS SLOPE ON
THE SITE _SHALL BE 2 %.
8. ALL Uh'SURFACED AREAS DISTURBED BY GRADING OPERATIONS SHALL RECEIVE A MINIMUM OF 4
INCHES OF TOPSOIL PRIOR TO PLANTING OR GRASSING,
9. THE CONTRACTOR SHALL GRASS ALL DISTURBED AREAS UNTIL A HEALTHY STAND OF GRASS IS
OBTAINED.
10. THE MAXIMUM SLOPE ACROSS ANY PORTION OF A HANDICAP PARKING SPACE AND ANY
DEDICATED HANDICAP LOADING AREA SHALL NOT EXCEED 2.0% IN ANY DIRECTION.
11. THE 14-AXIMUM SLOPE ALONG ANY HANDICAP ACCESSIBLE PATH SHALL NOT EXCEED 5% IN THE
DIRECTION OF TRAVEL WITH A MAXIMUM CROSS SLOPE OF 2 %.
12. THE PATHWAY FROM THE UTILITY STRUCTURE TO THE FLOATING DOCK SHALL COMPLY WITH ADA
STANDARDS. PER SECTION 1005.1.2 OF THE 2010 ADA STANDARDS FOR ACCESSIBLE DESIGN, WHERE
THE TOTAL LENGTH OF GANGWAY OR SERIES OF GANGWAYS SERVING AS PART OF A REQUIRED
ACCES&ALE ROUTE IS 30 FEET MINIMUM, GANGWAYS SHALL NOT BE REQUIRED TO COMPLY WITH THE
REQUIREMENT THAT RAMP RUNS SHALL HAVE A RUNNING SLOPE NOT STEEPER THAN 1:12.
EROSION CONTROL_ NOTES
1. REFER TO GENERAL NOTES ON SHEET C -100.
2. THE CONTRACTOR SHALL MAINTAIN ALL EROSION CONTROL MEASURES THROUGHOUT THE
DURATION OF THE PROJECT AND UNTIL AUTHORIZED APPROVAL HAS BEEN GIVEN TO HAVE THEM
REMOVED.
3. THE CONTRACTOR SHALL BE REPONSIBLE FOR CONDUCTING GRADING OPERATIONS IN A MANNER
WHICH ENSURES NO SEDIMENT IS ALLOWED OFF -SITE.
4. ALL STREETS ADJACENT TO PROJECT SHALL BE KEPT CLEAN AT ALL TIMES OR A WASH STATION MAY
BE REQUIRED AT THE CONTRACTOR'S EXPENSE.
5. GROUND COVER SHALL BE ESTABLISHED WITHIN 21 CALENDAR DAYS FOLLOWING COMPLETION OF
ANY PHASE OF GRADING; PERMANENT GROUNDCOVER WITHIN 15 WORKING DAYS OR 90 CALENDAR
DAYS (WHICHEVER IS SHORTER) FOLLOWING COMPLETION OF CONSTRUCTION OR DEVELOPMENT.
6. THE CONTRACTOR SHALL PROTECT ALL TREES AND SHRUBS OUTSIDE OF THE CUT /FILL LINES, IN
ADDITION1 TO THOSE THAT RECEIVE TREE PROTECTION FENCING. THE CONTRACTOR IS ALSO
REQUESTED TO SAVE ALL OTHER EXISTING TREES AND SHRUBS WHERE POSSIBLE.
7. ALL EROSION CONTROL MEASURES SHALL BE INSTALLED IN BEST LOCATION BASED ON FIELD
CONDITIONS.
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THE PURPOSE OF THIS PROJECT IS TO REMOVE EXISTING TENNIS COURTS AND GRADE THE SITE IN
PREPARATION FOR INSTALLATION OF A UTILITY STRUCTURE AND MODIFICATIONS TO THE GRAVEL
PARKING AREA. THE IMPERVIOUS AREA IS BEING DECREASED. THEREFORE, NO ADDITIONAL
STORMWATER CONTROLS (QUANTITY OR QUALITY) ARE REQUIRED. THE SITE SHALL BE PROTECTED, FOR
THE DURATION OF CONSTRUCTION, FROM ANY SEDIMENTATION OR EROSION.
TOTAL DISTURBED AREA = 27,794 SF = 0.64 AC.
TOTAL IMPERVIOUS AREA = 7,717 SF = 0.18 AC.
STORMWATER CALCULATIONS
PRE Q`10 = 4.97 CFS
POST Q10 = 3.96 CFS
NO INCREASE IN RUNOFF DUE TO DECREASE IN IMPERVIOUS AREA
RALEIGH, NC
SEALED BY:
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1. CONTRACTOR SHALL SCHEDULE A PRE - CONSTRUCTION MEETING ON -SITE WITH THE OWNER'S
REPRESENTATIVE, SITE ENGINEER, AND CONTRACTOR'S REPRESENTATIVE IN ATTENDANCE.
2. INSTALL SILT FENCE AND TREE PROTECTION FENCE, CLEARING ONLY AS NECESSARY TO INSTALL
FENCING.
3. CONTACT THE OWNER'S REPRESENTATIVE OR SITE ENGINEER FOR INSPECTION AND CERTIFICATION
OF COMPLIANCE.
4. BEGIN CLEARING AND GRUBBING.
5. BEGIN ON -SITE DEMOLITION AND REMOVAL OF DEBRIS.
6. STABILIZE SITE AS AREAS ARE BROUGHT TO GRADE.
7. WHEN CONSTRUCTION IS COMPLETE AND ALL AREA AREAS ARE STABILIZED, CONTACT THE OWNER'S
REPRESENTATIVE OR SITE ENGINEERR FOR INSPECTION.
8. WHEN THE INSPECTOR APPROVES THE SITE, REMOVE ALL TEMPORARY EROSION CONTROL MEASURES
AND COMPLETE ALL PERMANENT EROSION CONTROL MEASURES.
9. WHEN VEGETATION IS ESTABLISHED, CONTACT THE OWNER'S REPRESENTATIVE OR SITE ENGINEER FOR
FINAL INSPECTION AND ACCEPTANCE. FINAL PAYMENT SFOR WORK SHALL NOT BE PAID UNTIL THE SITE
IS ACCEPTED BY THE OWNER'S REPRESENTATIVE OR THE SITE ENGINEER..
LEGEND
x EXISTING CONTOUR (MAJOR)
xxX -­­ -- - -- EXISTING CONTOUR (MINOR)
/ /// // - a ^` m ``� = m PROPOSED LIMITS OF DISTURBANCE
TSF PROPOSED SILT FENCE
TPF PROPOSED TREE PROTECTION FENCE
XXX PROPOSED CONTOUR (MAJOR)
XXX PROPOSED CONTOUR (MINOR)
® PROPOSED SILT FENCE OUTLET
®XXX.X SPOT ELEVATION
GRADING & DRAINAGE NOTES
1. REFER TO GENERAL NOTES ON SHEET C -100.
2. ALL PROPOSED CONTOURS AND SPOT ELEVATIONS REFLECT FINISHED GRADES.
3. ALL ELEVATIONS ARE IN REFERENCE TO THE BENCHMARK AND MUST BE VERIFIED BY THE GENERAL
CONTRACTOR PRIOR TO GROUND BREAKING.
4. THE CONTRACTOR SHALL BLEND NEW EARTHWORK SMOOTHLY TO TRANSITION BACK TO EXISTING
GRADE.
5. ALL FILL SHALL BE COMPACTED IN ACCORDANCE WITH RECOMMENDATIONS OF GEOTECHNICAL
ENGINEER, OR TO A MINIMUM OF 95% OF THE MODIFIED PROCTOR VALUE.
6. THE PROPOSED CONTOURS SHOWN IN DRIVES, PARKING LOTS, AND SIDWALKS ARE FINISHED
ELEVATIONS. REFER TO PAVEMENT CROSS SECTION DATA TO ESTABLISH CORRECT SUBBASE OR
AGGREGATE BASE COURSE ELEVATIONS TO BE COMPLETED UNDER THIS CONTRACT.
7. THE CONTRACTOR SHALL ENSURE POSITIVE DRAINAGE SUCH THAT ALL RUNOFF WILL DRAIN BY
GRAVITY FLOW ACROSS NEW PAVEMENT AREAS AND LAWN AREA. THE MINIMUM CROSS SLOPE ON
THE SITE _SHALL BE 2 %.
8. ALL Uh'SURFACED AREAS DISTURBED BY GRADING OPERATIONS SHALL RECEIVE A MINIMUM OF 4
INCHES OF TOPSOIL PRIOR TO PLANTING OR GRASSING,
9. THE CONTRACTOR SHALL GRASS ALL DISTURBED AREAS UNTIL A HEALTHY STAND OF GRASS IS
OBTAINED.
10. THE MAXIMUM SLOPE ACROSS ANY PORTION OF A HANDICAP PARKING SPACE AND ANY
DEDICATED HANDICAP LOADING AREA SHALL NOT EXCEED 2.0% IN ANY DIRECTION.
11. THE 14-AXIMUM SLOPE ALONG ANY HANDICAP ACCESSIBLE PATH SHALL NOT EXCEED 5% IN THE
DIRECTION OF TRAVEL WITH A MAXIMUM CROSS SLOPE OF 2 %.
12. THE PATHWAY FROM THE UTILITY STRUCTURE TO THE FLOATING DOCK SHALL COMPLY WITH ADA
STANDARDS. PER SECTION 1005.1.2 OF THE 2010 ADA STANDARDS FOR ACCESSIBLE DESIGN, WHERE
THE TOTAL LENGTH OF GANGWAY OR SERIES OF GANGWAYS SERVING AS PART OF A REQUIRED
ACCES&ALE ROUTE IS 30 FEET MINIMUM, GANGWAYS SHALL NOT BE REQUIRED TO COMPLY WITH THE
REQUIREMENT THAT RAMP RUNS SHALL HAVE A RUNNING SLOPE NOT STEEPER THAN 1:12.
EROSION CONTROL_ NOTES
1. REFER TO GENERAL NOTES ON SHEET C -100.
2. THE CONTRACTOR SHALL MAINTAIN ALL EROSION CONTROL MEASURES THROUGHOUT THE
DURATION OF THE PROJECT AND UNTIL AUTHORIZED APPROVAL HAS BEEN GIVEN TO HAVE THEM
REMOVED.
3. THE CONTRACTOR SHALL BE REPONSIBLE FOR CONDUCTING GRADING OPERATIONS IN A MANNER
WHICH ENSURES NO SEDIMENT IS ALLOWED OFF -SITE.
4. ALL STREETS ADJACENT TO PROJECT SHALL BE KEPT CLEAN AT ALL TIMES OR A WASH STATION MAY
BE REQUIRED AT THE CONTRACTOR'S EXPENSE.
5. GROUND COVER SHALL BE ESTABLISHED WITHIN 21 CALENDAR DAYS FOLLOWING COMPLETION OF
ANY PHASE OF GRADING; PERMANENT GROUNDCOVER WITHIN 15 WORKING DAYS OR 90 CALENDAR
DAYS (WHICHEVER IS SHORTER) FOLLOWING COMPLETION OF CONSTRUCTION OR DEVELOPMENT.
6. THE CONTRACTOR SHALL PROTECT ALL TREES AND SHRUBS OUTSIDE OF THE CUT /FILL LINES, IN
ADDITION1 TO THOSE THAT RECEIVE TREE PROTECTION FENCING. THE CONTRACTOR IS ALSO
REQUESTED TO SAVE ALL OTHER EXISTING TREES AND SHRUBS WHERE POSSIBLE.
7. ALL EROSION CONTROL MEASURES SHALL BE INSTALLED IN BEST LOCATION BASED ON FIELD
CONDITIONS.
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THE PURPOSE OF THIS PROJECT IS TO REMOVE EXISTING TENNIS COURTS AND GRADE THE SITE IN
PREPARATION FOR INSTALLATION OF A UTILITY STRUCTURE AND MODIFICATIONS TO THE GRAVEL
PARKING AREA. THE IMPERVIOUS AREA IS BEING DECREASED. THEREFORE, NO ADDITIONAL
STORMWATER CONTROLS (QUANTITY OR QUALITY) ARE REQUIRED. THE SITE SHALL BE PROTECTED, FOR
THE DURATION OF CONSTRUCTION, FROM ANY SEDIMENTATION OR EROSION.
TOTAL DISTURBED AREA = 27,794 SF = 0.64 AC.
TOTAL IMPERVIOUS AREA = 7,717 SF = 0.18 AC.
STORMWATER CALCULATIONS
PRE Q`10 = 4.97 CFS
POST Q10 = 3.96 CFS
NO INCREASE IN RUNOFF DUE TO DECREASE IN IMPERVIOUS AREA
RALEIGH, NC
SEALED BY:
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NOTES:
- END OF SILT FENCE SHOULD BE TURNED UPHILL
TOP OF VALVE NEEDS TO
STEEL ''?OST
WONCN WIRE FABRIC IS ALWAYS REQUIRED
FOR REPAIR OF SILT
IIII
- SEE N.C. STATE DENR PRACTICE STANDARDS & SPECIFICATIONS
METER BOX LID.
S;LT FENCE GEOTEXTILE FABRIC
FENCE FAILURES, USE
ONE
TALL FESCUE
No. 57 WASHED STONE.
PLANNING CONSIDERATIONS & DESIGN CRITERIA (HOWEVER FLOW
SIDEWALK
FOR ANCHOR WHEN SILT
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25 LBS /ACRE
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SEP. 1 - MAR. 1
ERICEA LESEDESCA AND
70 LBS /ACRE
V.
120 LBS /ACRE
NOV. 1 - MAR. 1
POST (TYPICAL)
25 LBS /ACRE
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-
Ii -I Ii- •I --
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MIN. 12 -1/2 GA.
INTERMEDIATE
WIRES
GRADE
III all'
NOTES:
- END OF SILT FENCE SHOULD BE TURNED UPHILL
TOP OF VALVE NEEDS TO
STEEL ''?OST
WONCN WIRE FABRIC IS ALWAYS REQUIRED
FOR REPAIR OF SILT
BE 12' BENEATH TOP OF,
- SEE N.C. STATE DENR PRACTICE STANDARDS & SPECIFICATIONS
METER BOX LID.
S;LT FENCE GEOTEXTILE FABRIC
FENCE FAILURES, USE
SEDIMENT FENCE SET FOR CONDITIONS WHERE PRACTICE APPLIES;
TALL FESCUE
No. 57 WASHED STONE.
PLANNING CONSIDERATIONS & DESIGN CRITERIA (HOWEVER FLOW
SIDEWALK
FOR ANCHOR WHEN SILT
SHALL NOT RUN PARRALLEL WITH THE TOE OF THE FENCE).
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o FENCE IS
FILL SLOPE CATCH BASIN. IN EACH
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to
t� CASE THE SILT FENCE
10' -0"
SOUGHNUM -SUDAN HYBRID
IS TO BE PROPERLY
_Z
ENTRENCHED & THE
SHOULDERS, SIDE DITCHES, SLOPES (3:1 TO 2:1)
1ft
STONE SHALL BE AT
I -
10' x 3.5" x 1.5" RAILS WITH 3.5"
TAPERED TIPS TO MEET SLOTS
TN,T GRADE A MINIMUM OF 16"
50 LBS /ACRE
II =1111 - ABOVE GRADE AT THE
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—
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6" MIN. COVER* & BETWEEN 60 - 45
10 LBS /ACRE
T_ -
III- OVER SKIRT DEGREES.
N
II�II
.ANCOR SKIRT AS
IIIII
25 LBS /ACRE
;DIRECTED BY ENGINEER.
SIDE VIEW
STANDARD TEMPORARY SILT FENCE
I 450
7 CONCRETE BRICK UNDER \\
MAIN CORPORATION COCK FOR SUPPORT
NOTES: CORPORATION COCK
1. WATER METER AS MANUFACTURED BY SENSUS,
OR SCHLUMBERGER.
2. DIRECT TAP ALLOWED ON MAINS NO LARGER
THAN 16'.
3. METER BOX TO BE LOCATED IN R/W ADJACEN- TO PROPERTY
LINE, OR IN APPROVED EASEMENT ADJACENT -0 R /W.
4. WHEN THE GRADE CHANGES, A COPPER RESETTER CAN BE
USED TO ADJUST TO PROPER GRADE.
5. ADDITIONAL BACKFLOW PREVENTION DEVICE 10.1Y BE
REQUIRED IF USED ON MORE THAN TWO RESIDENTIAL UNITS.
SEE DETAIL W -22 F_
/ FOR METER BOX R
OI
W
r'
5/8' METER
LOCK
4" THICK -
NOTES:
1. REFER TO PLANS FOR ELEVATIONS, SLOPES, AND DIMENSIONS.
2. CONCRETE SHALL BE A MINIMUM OF 3000 PSI.
CONCRETE SIDEWALK
F O,I
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SECTION
1: 1/2"=;I'-041
DUAL CHECK VALVE
BACKFLOW PRE-
VENTION DEVICE
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OR 1'
SERVIICE SIZE
ZBED SOIL CRIMP WATER'
SERVICE AT
PROPERTY LINE
5/8'x 12' COPPER SETTER
METER YOKE
SET BOX ON CONCRETE BLOCKS
3/4' OR 1' TYPE 'K'
SOFT COPPER PIPE,
NO JOINTS OR COUPLINGS
PIPE, NO JOINTS OR COUPLINGS.
SEALANT
CUNT.
,,2„ DIA. STEEL_ DO E-
4' -0" O.I. CENTERED
G: d °LENGTH OF
W,` FEEL STOP
AI.,. PAVING/BASE
PER PAll PLAN
SCALE; AS NOTE)
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TOP OF VALVE NEEDS TO
TYPE
BE 12' BENEATH TOP OF,
WOVEN WIRE FABRIC
METER BOX LID.
ROADWAY
WARNING SIGN
TALL FESCUE
END
POST
ORANGE. UV RESISTANT
SIDEWALK
25 LBS /ACRE
LOCKABLE VALVE----
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BACKFILL, TAMPED IN
z
6' LIFTS
10' -0"
SOUGHNUM -SUDAN HYBRID
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I 450
7 CONCRETE BRICK UNDER \\
MAIN CORPORATION COCK FOR SUPPORT
NOTES: CORPORATION COCK
1. WATER METER AS MANUFACTURED BY SENSUS,
OR SCHLUMBERGER.
2. DIRECT TAP ALLOWED ON MAINS NO LARGER
THAN 16'.
3. METER BOX TO BE LOCATED IN R/W ADJACEN- TO PROPERTY
LINE, OR IN APPROVED EASEMENT ADJACENT -0 R /W.
4. WHEN THE GRADE CHANGES, A COPPER RESETTER CAN BE
USED TO ADJUST TO PROPER GRADE.
5. ADDITIONAL BACKFLOW PREVENTION DEVICE 10.1Y BE
REQUIRED IF USED ON MORE THAN TWO RESIDENTIAL UNITS.
SEE DETAIL W -22 F_
/ FOR METER BOX R
OI
W
r'
5/8' METER
LOCK
4" THICK -
NOTES:
1. REFER TO PLANS FOR ELEVATIONS, SLOPES, AND DIMENSIONS.
2. CONCRETE SHALL BE A MINIMUM OF 3000 PSI.
CONCRETE SIDEWALK
F O,I
t
ELVYKI N 1 < 1 (
SECTION
1: 1/2"=;I'-041
DUAL CHECK VALVE
BACKFLOW PRE-
VENTION DEVICE
W fV
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OR 1'
SERVIICE SIZE
ZBED SOIL CRIMP WATER'
SERVICE AT
PROPERTY LINE
5/8'x 12' COPPER SETTER
METER YOKE
SET BOX ON CONCRETE BLOCKS
3/4' OR 1' TYPE 'K'
SOFT COPPER PIPE,
NO JOINTS OR COUPLINGS
PIPE, NO JOINTS OR COUPLINGS.
SEALANT
CUNT.
,,2„ DIA. STEEL_ DO E-
4' -0" O.I. CENTERED
G: d °LENGTH OF
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AI.,. PAVING/BASE
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v TS"
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NOTES:
WARNING SNTNS TO BE MADE OF DURABLE. REATHERPRG.DF MATERIAL
LETTERS TO BE 3" NIGH MNWR,M. CLEARLY LEGIBLE AA'C %�SPACEO AS DETAILM
SONS SNALL BE PLACED AT SO' MAIXULM INERVALS.
PLACE A SIGN AT EACH END OF LWEAR TREE PROTECTION AND 50' ON CENTER THEREAFTER.
FOR TREE PROTECTION AREAS LESS THIN 200' W PERT CMIL, PRONDE NO LESS THAN ONE SIGN PER PROTECTION AREA
ATTACH SONS SECURELY TO FENCE POSTS AND FABNITC.
MAINTAIN TREE PROTECTION FENCE THROUGHOUT DURARCNT OF PRO.ECT.
AMRGNAL STCHS MAY BE REQUIRED BY CITY OF RALE'Ch11 INSPECTIONS DEPARTMENT BASED ON ACTUAL FEW CONDITIONS
PLACE A STUN AT EACH END OF LINEAR TREE PROTECDr:AN AND 50' ON CENTER THEREAFTER.
NOTE: FOR TREE PROTECTION ONLY
STANDARD TREE PROTECTION DETAIL
Y
I- FREEZE YARD HYDRANT
1M ❑NS' MODEL SP813
APPROVED EQUAL,
N
YPE K, 100 COPPER WITH
HREADED TO COMPRESSION FITTING
R FLARE FITTING AT HYDRANT
TO METER /BACKFLOW PREVENTER
57 WASHED STONE
YARD HYDRANT (NON— FREEZE)
OR<.::.
FILTER OF #
57 WASHED
SILT FENCEST❑NE
FABRIC TO
OVERLAP
STEEL FENCtApp"RE CLOZT
FLOW
DIREC ION
WIRE 1 INUHLS PLAN VIEW %STEEL FENCE POST
HARDWARE CFLI
NOTE:
FILTER OF # 1. APPLICABLE FOR DRAINAGE AREAS NO MORE THAN 1/4 ACRE.
57 WASHED 2. USE AS A REPAIR OF SILT FENCE FAILURES.
,"FLOW 3. BURY WIRE FENCE, HARDWARE CLOTH, AND SILT FENCE FABRIC
TONE 6 R 6 INCHES.
ARDWARE CLOTH STEEL FENCE POST WIRE FENCE
12R nVFR AP l,f— MQx --., �12 ALE ,AP
SIDE VIEW
SILT FENCE F(
FRONT VIEW
TEMPORARY SILT FENCE OUTLET
POST
STEEL POST
TYPE
NOTES:
1) ALL WOOD FOR SPLIT RAIL FENCE TO BE PRESSURE TREATED.
WOVEN WIRE FABRIC
SLOT
300 LBS /ACRE
WARNING SIGN
TALL FESCUE
END
POST
ORANGE. UV RESISTANT
ABRUZZI RYE
25 LBS /ACRE
HIGH - TENSILE STRENGTH
POLY SARRCAOE FABRIC (TYPICAL)
o
�
JUL. 1 -AUG. 15
Tn
S
* * *BROWNTOP MILLET OR
35 LBS /ACRE
10' -0"
SOUGHNUM -SUDAN HYBRID
1T
SIDE VIEW
SHOULDERS, SIDE DITCHES, SLOPES (3:1 TO 2:1)
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oil ORANGE. UV'REBSTEN NRi - TEIPSiLE STRENGTH POLY BARRI AIDE FABRIC (TYPICAL)
FRIDI!UT VIEW
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a0 H
v TREE PROTECTION AREA I
v TS"
[..l ON
r WARNING SIGN DETAIL
NOTES:
WARNING SNTNS TO BE MADE OF DURABLE. REATHERPRG.DF MATERIAL
LETTERS TO BE 3" NIGH MNWR,M. CLEARLY LEGIBLE AA'C %�SPACEO AS DETAILM
SONS SNALL BE PLACED AT SO' MAIXULM INERVALS.
PLACE A SIGN AT EACH END OF LWEAR TREE PROTECTION AND 50' ON CENTER THEREAFTER.
FOR TREE PROTECTION AREAS LESS THIN 200' W PERT CMIL, PRONDE NO LESS THAN ONE SIGN PER PROTECTION AREA
ATTACH SONS SECURELY TO FENCE POSTS AND FABNITC.
MAINTAIN TREE PROTECTION FENCE THROUGHOUT DURARCNT OF PRO.ECT.
AMRGNAL STCHS MAY BE REQUIRED BY CITY OF RALE'Ch11 INSPECTIONS DEPARTMENT BASED ON ACTUAL FEW CONDITIONS
PLACE A STUN AT EACH END OF LINEAR TREE PROTECDr:AN AND 50' ON CENTER THEREAFTER.
NOTE: FOR TREE PROTECTION ONLY
STANDARD TREE PROTECTION DETAIL
Y
I- FREEZE YARD HYDRANT
1M ❑NS' MODEL SP813
APPROVED EQUAL,
N
YPE K, 100 COPPER WITH
HREADED TO COMPRESSION FITTING
R FLARE FITTING AT HYDRANT
TO METER /BACKFLOW PREVENTER
57 WASHED STONE
YARD HYDRANT (NON— FREEZE)
OR<.::.
FILTER OF #
57 WASHED
SILT FENCEST❑NE
FABRIC TO
OVERLAP
STEEL FENCtApp"RE CLOZT
FLOW
DIREC ION
WIRE 1 INUHLS PLAN VIEW %STEEL FENCE POST
HARDWARE CFLI
NOTE:
FILTER OF # 1. APPLICABLE FOR DRAINAGE AREAS NO MORE THAN 1/4 ACRE.
57 WASHED 2. USE AS A REPAIR OF SILT FENCE FAILURES.
,"FLOW 3. BURY WIRE FENCE, HARDWARE CLOTH, AND SILT FENCE FABRIC
TONE 6 R 6 INCHES.
ARDWARE CLOTH STEEL FENCE POST WIRE FENCE
12R nVFR AP l,f— MQx --., �12 ALE ,AP
SIDE VIEW
SILT FENCE F(
FRONT VIEW
TEMPORARY SILT FENCE OUTLET
POST
DATE
TYPE
NOTES:
1) ALL WOOD FOR SPLIT RAIL FENCE TO BE PRESSURE TREATED.
6
SLOT
300 LBS /ACRE
2) END POST SHALL BE TERMINAL POST.
TALL FESCUE
END
POST
LML
ABRUZZI RYE
25 LBS /ACRE
MAR 1. - APR. 15
4.5"
RAIL
JUL. 1 -AUG. 15
TALL FESCUE AND
125 LBS /ACRE
* * *BROWNTOP MILLET OR
35 LBS /ACRE
10' -0"
SOUGHNUM -SUDAN HYBRID
10"
SHOULDERS, SIDE DITCHES, SLOPES (3:1 TO 2:1)
1ft
RAIL
I -
10' x 3.5" x 1.5" RAILS WITH 3.5"
TAPERED TIPS TO MEET SLOTS
6"
50 LBS /ACRE
AND MAR 1. - APR. 15
4.5" SLOTS
—
OR MAR. 1 - JUN. 30
ADD WEEPING LOVEGRASS
10 LBS /ACRE
T_ -
** *TALL FESCUE AND
10
* * *BROWNTOP MILLET OR
25 LBS /ACRE
-,.
30 LBS /ACRE
SEP. 1 - MAR. 1
ERICEA LESEDESCA AND
70 LBS /ACRE
V.
120 LBS /ACRE
NOV. 1 - MAR. 1
POST (TYPICAL)
25 LBS /ACRE
�IJ
r
Nf - - EXISTING GRADE - - -- -
_
Tfl- TfTf(��- �i1Ill
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-
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PERSPECTIVE
VIEW
II TAF
1 ll
-III I °I EXISTING SOIL -1
_ 1'_6
IIJ
rI=
pip
III CONCRETE FOOTING
FRONT VIEW
STANDARD SPLIT -RAIL FENCE
5 a
COACHMAN'S TRAIL HOA SITE
CONSTRUCTION PLANS
RALEIGH, NC
1
SEEDING SCHEDULE
SHOULDERS, SIDE DITCHES, SLOPES (MAX. 3:1)
DATE
TYPE
PLANTING RATE
AUG. 15 - NOV. 1
TALL FESCUE
300 LBS /ACRE
NOV. 1 - MAR. 1
TALL FESCUE
300 LBS /ACRE
LML
ABRUZZI RYE
25 LBS /ACRE
MAR 1. - APR. 15
TALL FESCUE
300 LBS /ACRE
JUL. 1 -AUG. 15
TALL FESCUE AND
125 LBS /ACRE
* * *BROWNTOP MILLET OR
35 LBS /ACRE
SOUGHNUM -SUDAN HYBRID
30 LBS /ACRE
SHOULDERS, SIDE DITCHES, SLOPES (3:1 TO 2:1)
DATE
TYPE
PLANTING RATE
MAR 1. - JUN. 1
SERICEA LESPEDESA
50 LBS /ACRE
AND MAR 1. - APR. 15
ADD TALL FESCUE
120 LBS /ACRE
OR MAR. 1 - JUN. 30
ADD WEEPING LOVEGRASS
10 LBS /ACRE
JUN. 1 -SEP. 1
** *TALL FESCUE AND
120 LBS /ACRE
* * *BROWNTOP MILLET OR
25 LBS /ACRE
SOUGHNUM -SUDAN HYBRID
30 LBS /ACRE
SEP. 1 - MAR. 1
ERICEA LESEDESCA AND
70 LBS /ACRE
TALL FESCUE
120 LBS /ACRE
NOV. 1 - MAR. 1
ADD ABRUZZI RYE.
25 LBS /ACRE
CONSULT EROSION CONTROL ENGINEER OR SOIL CONSERVATION SERVICES FOR
OTHER ALTERNATIVES FOR VEGETATION OF DENUDED AREAS. THE ABOVE
VEGETATION RATES ARE THOSE WHICH DO WELL UNDER LOCAL CONDITIONS.
OTHER SEEDING RATE COMBINATIONS ARE POSSIBLE.
** *TEMPORARY - RESEED ACCORDING TO OPTIMUM SEASON FOR DESIRED
PERMANENT VEGETATION. DO NOT ALLOW TEMPORARY COVER TO GROWN OVER
12- INCHES IN HEIGHT BEFORE MOWING. OTHERWISE FESCUE MAY BE SHADED OUT.
1. CHISEL COMPACTED AREAS AND SPREAD TOPSOIL 3 INCHES DEEP OVER ADVERSE SOIL
CONDITIONS, IF THEY OCCUR. AFTER ALL ROUGH GRADING IS COMPLETED, TILL SOIL AREAS
TO BE SEEDED AND PLANTED TO A DEPTH OF FIVE INCHES.
2. REMOVE ALL LOOSE ROCKS, ROOTS, DIRT CLODS, AND OTHER OBSTRUCTIONS LEAVING
GROUND SURFACE SMOOTH AND UNIFORM.
3. TO PREPARE UNIFORM SEEDBED, INCORPORATE AGRICULTURAL LIME FERTILIZER AND
SUPERPHOSPHATE INTO SOIL AREAS TO BE VEGETATED. DISK NUTRIENTS INTO SOIL UNTIL WELL
PULVERIZED.
4. SEED ON PREPARED SEEDBED AND COVER LIGHTLY WITH SEEDING EQUIPMENT OR
CULTIPACK. APPLY TEMPORARY SEEDING TO SOIL STOCKPILE AREAS THAT WILL BE DISTURBED
WITHIN 30 DAYS. APPLY PERMANENT SEEDING TO WHERE FINISH GRADES ARE ESTABLISHED.
5. MULCH IMMEDIATELY AFTER SEEDING AND ANCHOR WITH LIQUID ASPHALT AT 400
GAL. /ACRE OR EMULSIFIED ASPHALT AT 300 GAL. /ACRE.
6. MULCH ALL SEEDED AREAS WITH SMALL GRAIN STRAW AT 90 LBS. /1000 SF AND SPREAD
UNIFORMLY. GROUND SURFACE SHOULD BE VISIBLE TO ALLOW SUNLIGHT PENETRATION.
7. MULCH AROUND SHRUBBERY AND TREES WITH SHREDDED HARDWOOD TO A DEPTH OF 3
INCHES.
8. AFTER WORK IS COMPLETED AND AREAS ARE STABILIZED, CALL EROSION CONTROL
OFFICER FOR SITE INSPECTION AND RECEIVE CERTIFICATE OF COMPLETION. REMOVE ALL
TERMPORARY EROSION CONTROL MEASURES, INSTALL RIP -RAP, AND SEED AND MULCH ANY
REMAINING BARE AREAS.
FINAL PLANS
APPROVED FOR CONSTRUCTION
SUBMITTAL:
DRAWIN BY:
CHECKED BY:
DATE:
1 st SUBMITTAL
SAD
LML
2012.12.18
Per Wake County SL Owner Comments
APL
LML
2012.02.13
SEALED BY:
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