20170144 Ver 1_401 Application_20170117

TIMMONS GROUP
YOUR VISION ACHIEVED THROUGH OURS.
U.S. Army of Corps of Engineers
3331 Heritage Trade Boulevard
Suite 105
Wake Forest, NC 27587
Attn: James Lastinger
5410 Trinity Road
Suite 112
Raleigh, NC 27607
January 31, 2017
P 919.866.4951
F 919.859.5663
www.timmons.com
D 1� �6_Z,L�U
1017 I
Re: Pre -Construction Notification General Water Quality Certification # 3890
Sonoma Springs, Fuquay-Varina, Wake County, North Carolina
Applicant: Sonoma Springs Development, LLC
1210 Trinity Road, Suite 102
Raleigh, North Carolina 27607
Dear Mr. Lastinger:
0 1 70 1 4 4
On behalf of Sonoma Springs Development, LLC (Applicant), Timmons Group is
submitting this Pre -Construction Notification (PCN) for authorization under the requirements of
Nationwide Permit (NWP) 29, associated General Water Quality Certification #3890, and Buffer
Authorization for the Sonoma Springs Property (Site/Project). This PCN is being submitted for
unavoidable temporary and permanent impacts to wetlands and riparian buffers associated with
a proposed access road for the Sonoma Springs Subdivision (currently under construction).
The completed Pre -Construction Notification Form is provided in Enclosure 1. Additional
Project specific information is provided in this letter to augment the required information of the
PCN Form.
The Site consists of a 6.6 acre parcel of land located at the northern terminus of Annabel
Drive north of Hilltop Needmore Road in Fuquay-Varina, Wake County, NC (see Enclosure 3:
Vicinity Map). The Site is bound in all directions by residential single family homes. All waters
on the site flow north to Middle Creek within the Neuse River Basin Hydrologic Unit Code (HUC)
03020201.
A wetland delineation for the Site was conducted by Soil and Environmental Consultants
(S&EC) to identify the presence and location of jurisdictional wetlands and other waters of the
U.S. in accordance with the guidance provided by the 1987 U.S. Army Corps of Engineers
(COE) Wetland Delineation Manual and subsequently issued COE guidance. A field
confirmation of the delineation was completed by a representative of the Wilmington District.
The location of confirmed jurisdictional wetlands and waters of the U.S. within the Site is shown
on Enclosure 4: Preliminary Jurisdictional Waters of the U.S. Delineation Map. A stream and
buffer determination was also completed by S&EC for the project. Approval from NCDEQ is
attached (See Enclosure 5: NCDENR Buffer Determination Letter).
CIVIL ENGINEERING I ENVIRONMENTAL I SURVEYING I GIS I LANDSCAPE ARCHITECTURE I CONSTRUCTION SERVICES

A desktop review of the onsite Federal Emergency Management Agency (FEMA)
100 -year floodplain was completed and found the Site to be located outside of the 100 -year
floodplain, in Zone X. A FEMA Map is enclosed for your review (see Enclosure 6: FEMA Map).
Construction drawing details have been included in Enclosure 8: Construction Drawings.
The project will result in 0.09 acres of permanent wetland impacts and 0.043 acres of temporary
wetland impacts. No permanent or temporary stream impacts will result from the proposed
project. Impacts to the riparian buffers include 790 square feet of permanent impact to Zone 2
and 1,513 square feet of temporary impacts to Zone 2. Enclosure 9: Jurisdictional Waters of
the U.S. Impacts Map
In order to prevent the potential for secondary impacts, all erosion and sedimentation
control practices, including the application of silt fences and erosion control matting, will be
constructed and maintained according to the standards and specifications of the current North
Carolina Erosion and Sediment Control Planning and Design Manual.
An Endangered Species Project Review was conducted to gain insight regarding the
potential presence of federally listed species within or in the vicinity of the Project. The following
agencies and associated databases were reviewed:
U.S. Fish and Wildlife Services (USFWS) — Information, Planning and
Consultations system (IPaC)
North Carolina Department of Natural and Cultural Resources (NCDNCR) —
Natural Heritage Program (NHP)
Based on the results of the IPaC review, there are six (6) ESA listed species identified
as potentially occurring within the Site area. Per the findings of the IPaC review, there is no
Critical Habitat identified within the Site. The results of these database queries are included (see
Enclosure 10: Threatened and Endangered Species Survev).
Historical and cultural resource information for the proposed project Site was obtained
from the North Carolina State Historic Preservation Office (SHPO) on line database on January
23, 2017. A'/4- mile radius search was performed from the center of the Site to determine the
effect, if any, that the Project may have on cultural resources. No historic, archaeological, or
cultural resources occur at or within '/4- mile of the site.
The Applicant requests approval of the proposed activity under the requirements of NWP
29. Please review the enclosed material and contact Anna Reusche [phone] if you have
any questions or require further information. Thank you for your attention to this project.
21 Page

Sincerely,
Timmons Group
Anna Reusche, PWS
Environmental Project Manager
Enclosures:
1. Pre -Construction Notification Form
2. Agent Authorization Letter
3. Vicinity Map
4. Waters of the US Delineation Map
5. NCDENR Riparian Buffer Approval Letter
6. FEMA Floodplain Map
7. Parcel Map
8. Construction Drawings
9. Jurisdictional Waters of the U.S. Impact Maps
10. Threatened and Endangered Species Survey
CC: Mr. Bruce Herbert — Project Manager
Karen Higgins, NCDWR
31 Page

ENCLOSURE1
PRE -CONSTRUCTION NOTIFICATION (PCN) FORM

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:
❑x Section 404 Permit ❑ Section 10 Permit
1b. Specify Nationwide Permit (NWP) number: 29 or General Permit (GP) number:
1c. Has the NWP or GP number been verified by the Corps?
❑ Yes ❑u No
1d. Type(s) of approval sought from the DWQ (check all that apply):
X❑ 401 Water Quality Certification — Regular ❑ Non -404 Jurisdictional General Permit
❑ 401 Water Quality Certification — Express ❑x Riparian Buffer Authorization
1 e. Is this notification solely for the record
because written approval is not required?
For the record only for DWQ
401 Certification:
❑ Yes X❑ No
For the record only for Corps Permit:
❑ Yes x❑ 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 X❑ No
1 g. Is the project located in any of NC's twenty coastal counties. If yes, answer 1 h
below.
❑ Yes x❑ No
1 h. Is the project located within a NC DCM Area of Environmental Concern (AEC)?
❑ Yes ❑x No
2. Project Information
2a. Name of project:
Sonoma Springs Subdivision
2b. County:
Wake
2c. Nearest municipality / town:
Fuquay-Varina
2d. Subdivision name:
Sonoma Springs Subdivision Phase III
2e. NCDOT only, T.I.P. or state project no:
3. Owner Information
3a. Name(s) on Recorded Deed:
Sonoma Springs Developers, LLC
3b. Deed Book and Page No.
016143; 01836
3c. Responsible Party (for LLC if
applicable):
Bruce Herbert - Asst. Mgr.
3d. Street address:
1210 Trinity Road, Suite 102
3e. City, state, zip:
Raleigh, NC, 27607
3f. Telephone no.:
919-819-2692
3g. Fax no.:
3h. Email address:
[e-mail]
Page 1 of 10
PCN Form — Version 1.4 January 2009

4. Applicant Information (if different from owner)
4a. Applicant is:
g] Agent ❑ Other, specify:
4b. Name:
4c. Business name
(if applicable):
4d. Street address:
4e. City, state, zip:
4f. Telephone no..-
o.:4g.
4g.Fax no.:
4h. Email address:
5. Agent/Consultant Information (if applicable)
5a. Name:
Anna Reusche
5b. Business name
(if applicable):
Timmons Group
5c. Street address:
5410 Trinity Road, Suite 102
5d. City, state, zip:
Raleigh, NC, 27607
5e. Telephone no.:
O: 919-866-4500, M: 919-816-7745
5f. Fax no.:
919-859-5663
5g. Email address:
[e-mail]
Page 2 of 10

B.
Project Information and Prior Project History
1.
Property Identification
1a.
Property identification no. (tax PIN or parcel ID):
0668654441
1 b.
Site coordinates (in decimal degrees):
Latitude: 35.6332 Longitude: -78.7764
1c.
Property size:
6.6 acres
2.
Surface Waters
2a.
Name of nearest body of water to proposed project:
UT to Middle Creek
2b. Water Quality Classification of nearest receiving water:
C; NSW
2c.
River basin:
Neuse
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:
Existing conditions of the site consists mostly of forested vegetation and a small portion of cleared land. General land use in the vicinity is mostly
agricultural and residential.
3b.
List the total estimated acreage of all existing wetlands on the property: 2,28
3c.
List the total estimated linear feet of all existing streams (intermittent and perennial) on the property: 875
3d. Explain the purpose of the proposed project:
To construct phase 3 of the proposed subdivision, consisting of 14 lots with single-family detached dwellings, including roadways and utilities.
3e. Describe the overall project in detail, including the type of equipment to be used:
Equipment typical for road construction and grading will be used to construct the proposed project such as track hoes, bulldozers, dump trucks, etc.
4.
Jurisdictional Determinations
4a.
Have jurisdictional wetland or stream determinations by the
Corps or State been requested or obtained for this property /
project(including all priorphases) in thepast?
x❑ Yes ❑ No ❑ Unknown
Comments: NCDWR Buffer Determination
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 (if known):
Agency/Consultant Company: Steven Ball, S&EC
Other:
4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation.
Buffer Determination (NBRRO# 14-420, July 9, 2014) James Graham, letter attached.
5.
Project History
5a.
Have permits or certifications been requested or obtained for
this project (including all prior phases) in the past?
❑ Yes x❑ No ❑ Unknown
5b.
If yes, explain in detail according to "help file" instructions.
6.
Future Project Plans
6a.
Is this a phased project?
❑ Yes Q No
6b.
If yes, explain.
Page 3 of 10
PCN Form — Version 1.4 January 2009

C. Proposed Impacts Inventory
1. Impacts Summary
1a. Which sections were completed below for your project (check all that apply):
❑x Wetlands ❑ Streams — tributaries ❑x 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 P
Culvert, Road Fill
Bottomland Hardwood Forest
Yes
Corps
0.090
W2 T
Land Clearing
Bottomland Hardwood Forest
Yes
Corps
0.043
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:
0.133
2h. Comments:
Wetland impacts are limited to the proposed road crossing.
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
feet)
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:
No stream impacts will result from the proposed project.
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 indivi ually list all open water impacts below.
4a.
Open water
impact number
Permanent (P) or
Temporary T
4b.
Name of waterbody
(if applicable)
4c.
Type of impact
4d.
Waterbody
type
4e.
Area of impact (acres)
01
Choose one
Choose
02
Choose one
Choose
03
Choose one
Choose
04
Choose one
Choose
4f. Total open water impacts
4g. Comments: No open water impacts will result from the proposed project.
5. Pond or Lake Construction
If pond or lake construction proposed, the complete the chart below.
5a.
Pond ID number
5b.
Proposed use or
purpose of pond
5c.
Wetland Impacts (acres)
5d.
Stream Impacts (feet)
5e.
Upland
(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?
❑x Neuse ❑ Tar -Pamlico ❑ Catawba ❑ Randleman ❑ Other:
6b.
Buffer Impact
number -
Permanent (P) or
Temporary T
6c.
Reason for impact
6d.
Stream name
6e.
Buffer
mitigation
required?
6f.
Zone 1
impact
(square
feet)
6g.
Zone 2
impact
(square
feet
B1 P
BMP Grading and Const.
UT to Middle Creek
No
0
553.0
B2 T
Roadway Construction
UT to Middle Creek
No
0
1513.0
B3 P
Roadway Construction
UT to Middle Creek
No
0
237.0
B4
Yes/No
B5
Yes/No
B6
Yes/No
6h. Total Buffer Impacts:
0
2303.0
6i. Comments: Please see the attached impact maps. Buffer impacts include Impacts 2 through 4.
Page 5 of 10

D. Impact Justification and Mitigation
1. Avoidance and Minimization
1a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project.
The proposed project was designed to avoid impacts to the stream. The proposed road crossing was designed to cross the wetland at a 90 degree
perpendicular angle. In addition, the wetland crossing is proposed at the most narrow point of the wetland.
1b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
All disturbed areas will be bound by silt fence and tree protection fence before construction begins.
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
ElPayment 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
41'. Non -riparian wetland mitigation requested:
acres
4g. Coastal (tidal) wetland mitigation requested:
acres
4h. Comments:
5. Complete if Using a Permittee 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 x 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
1a. Does the project include or is it adjacent to protected riparian buffers identified
❑x Yes ❑ No
within one of the NC Riparian Buffer Protection Rules?
1 b. If yes, then is a diffuse flow plan included? If no, explain why.
All stormwater is being stored and treated via a constructed wetland, no concentrated flow, hence no
❑ YesX❑ NO
level spreader is required. Overflows are discharged into rip -rap dissipater pads prior to discharging to
buffers.
2. Stormwater Management Plan
2a. What is the overall percent imperviousness of this project?
28
2b. Does this project require a Stormwater Management Plan?1c❑
Yes ❑ No
2c. If this project DOES NOT require a Stormwater Management Plan, explain why:
2d. If this project DOES require a Stormwater Management Plan, then provide a brief, narrative description of the plan:
The proposed project includes a temporary sediment basin to be utilized during construction as well as a permanent constructed wetland. Please
refer to sheets C3.1 and C3.2 for more detail regarding the proposed stormwater control measures.
2e. Who will be responsible for the review of the Stormwater Management Plan?
Town of Fuquay-Varina
3. Certified Local Government Stormwater Review
3a. In which localgovernment's jurisdiction is thisproject?
Town of Fuquay-Varina
❑ Phase II
3b. Which of the following locally -implemented stormwater management programs
❑x NSW
❑ USMP
apply (check all that apply):
❑ Water Supply Watershed
❑ Other:
3c. Has the approved Stormwater Management Plan with proof of approval been
El Yes ❑X No
attached?
4. DWQ Stormwater Program Review
ElCoastal counties
❑HQW
4a. Which of the following state -implemented stormwater management programs apply
❑ORW
(check all that apply):
❑Session Law 2006-246
❑ Other:
4b. Has the approved Stormwater Management Plan with proof of approval been
❑ Yes X❑ No
attached?
5. DWQ 401 Unit Stormwater Review
5a. Does the Stormwater Management Plan meet the appropriate requirements?
❑x 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)
1a.
Does the project involve an expenditure of public (federal/state/local) funds or the
❑ Yes
No
use of public (federal/state) land?
1 b.
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
❑ Yes
❑ No
letter.)
Comments:
2.
Violations (DWQ Requirement)
2a.
Is the site in violation of DWQ Wetland Rules (15A NCAC 2H .0500), Isolated
Wetland Rules (15A NCAC 2H .1300), DWQ Surface Water or Wetland Standards,
❑ Yes
0 No
or Riparian Buffer Rules (15A NCAC 2B .0200)?
2b.
Is this an after-the-fact permit application?
❑ Yes
x❑ No
2c.
If you answered "yes" to one or both of the above questions, provide an explanation of the violation(s):
3.
Cumulative Impacts (DWQ Requirement)
3a.
Will this project (based on past and reasonably anticipated future impacts) result in
❑ Yes
0 No
additional development, which could impact nearby downstream water quality?
3b.
If you answered "yes" to the above, submit a qualitative or quantitative cumulative impact analysis in accordance with the
most recent DWQ policy. If you answered "no," provide a short narrative description.
This single -family resident subdivision is not likely to spur cumulative impacts.
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.
Wastewater generated from the project will be collected, treated and discharged by the Town of Fuquay-Varina wastewater treatment system.
Page 9 of 10
PCN Form — Version 1.4 January 2009

5. Endangered Species and Designated Critical Habitat (Corps Requirement)
5a. Will this project occur in or near an area with federally protected species or
❑ Yesx❑ No
habitat?
5b. Have you checked with the USFWS concerning Endangered Species Act
❑ Yes ❑x No
impacts?
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?
IPac and Natural Heritage Program Database
6. Essential Fish Habitat (Corps Requirement)
6a. Will this project occur in or near an area designated as essential fish habitat?
❑ Yes x❑ No
6b. What data sources did you use to determine whether your site would impact Essential Fish Habitat?
Essential Fish Habitat (EFH) Mapper www.habitat.noaa.gov/protection/efh/ehfmapper
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
❑ Yes ❑x No
status (e.g., National Historic Trust designation or properties significant in
North Carolina history and archaeology)?
7b. What data sources did you use to determine whether your site would impact historic or archeological resources?
NC State Historic Preservation Mapper
8. Flood Zone Designation (Corps Requirement)
8a. Will this project occur in a FEMA -designated 100 -year floodplain?
❑ Yes Q No
8b. If yes, explain how project meets FEMA requirements:
8c. What source(s) did you use to make the floodplain determination?
Wake County WAPS FEMA Flood Layer
Anna Reusche
p
I`
01-31-2017
Applicant/Agent's Printed Name
Date
Applicant/Agent's Signature
(Agent's signature is valid only if an authorization
letter from the applicant isprovided.)
Page 10 of 10

ENCLOSURE2
AGENT AUTHORIZATION LETTER

TIMMONS GROUP
YOUR VISION ACHIEVED THROUGH OURS.
AGENT AUTHORIZATION and
PROPERTY OWNER CERTIFICATION FORM
All Blanks to be Filled in by Current Landowner
The Department of the Army NCDENR – Division of Water Resources
US Army Corps of Engineers 401 & Buffer Permitting Unit
Wilmington District 1650 Mail Service Center
PO Box 1890 Raleigh, NC 27699-1650
Wilmington, NC 28402-1890
To Whom It May Concern:
I, the undersigned, current property owner designate and authorize representatives of Timmons Group,
Inc., to act on my behalf as my agent in the processing of permit applications, to furnish upon request
Supplemental i formation in upport f applications, etc., from this day forward.
This the day of VL ✓� , 20�.
(number) (Month) (Year)
I, the undersigned, a duly authorized owner of record of the property/properties identified herein, do
authorize representatives of the Wilmington District, U.S. Army Corps of Engineers (Corps) to enter upon
the property herein described for the purpose of conducting on-site investigations and issuing a
determination associated with Waters of the U.S. subject to Federal jurisdiction tinder Section 404 of the
Clean Water Act and/or Section 10 of the Rivers and Harbors Act of 1899.
This notification supersedes any previous correspondence concerning the ag nt for this project.
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ENCLOSURE3
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SONOMA SPRINGS - PHASE III T I M M O N S GROUP • • • • ���
WAKE COUNTY, NORTH CAROLINA
FIGURE 1: VICINITY MAP YOUR VISION ACHIEVED THROUGH OURS. •
TIMMONS GROUP JOB NUMBER: 37243 U.S.G.S. QUADRANGLE (S): APEX & FUQUA Y- VARINA
PROJECT STUDY LIMITS: 6.6 ACRES DATE(S): 1971
LATITUDE: 35.6332 WATERSHED(S): Neuse
LONGITUDE: -78.7764 HYDROLOGIC UNITCODE(S): 03020201
These clans and associated documents are the exclusive orooertv of TIMMONS GROUP and may not be reoroduced in whole or in can and shah not be used for anv cumose whatsoeverinclusivebut not
to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP.

ENCLOSURE 4
WATERS OF THE U.S. DELINEATION MAP

,, .♦ �.`NWS
......-
Detailed Delineation of Waters oft he US
` JO tt PL �• 256 & 266 tt CH Suitable for Preliminary Planning Only
kipi
S&EC reserves the right to modify this map based on additional
- � \ -, � t •� +� : , ,, field work or other information. Approximations of observed
.:
t Al ' - — + t ,°•`"'° `tir ' + r c field conditions were mapped using topographic maps, aerial
photos, and select GPS points taken during the delineation on
November 4, 2013. This is not a survey. If site disturbance is
46A tt 40B planned, S&EC's detailed delineation should be approved and
permitted by the U.S. Army Corps of Engineers as required. If the
t «
xj }4 user of this work desires an accurate ma of the regulated
a 1Q�� ` p
� � � � y' 0 ti �• �� features flagged by S&EC, a NC Registered Professional Land
103 tt PL ; i Surveyor should be hired to locate S&EC's flagging.
1 /
s '
-
M1 ¢
M \ S
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c
t.
c � •, ,, . . „/`' .. �; , �„ -. � it
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.� . S01 Start CH
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i N
r
- Per NCDWR sl,
` buffers on 7/1/14 by James � �� •
Graham
P
88 tt PL
ack
41
a ,
t,
T � �
b,
91
'* s r.
I,
rr
Legend
t 4 �,1� , Did not evaluate
�.;
,,
o Unimportant Intermittent
�.:w
• 3 4
,Evaluation Limits �
RiparianBuffers :
_
y
d
Jurisdictional Wetlan04 r
IAQXA�•
Aid
Project No. ' J
I2333MI
w E 5tream * Wetland Sketch Map
Project Mgr.:
SB Solt & Environmental Consultants, PA
�
s Ransdell Property 11010 Raven Ridge Rd.- Raleigh, NC 27614
Scale: 0 150 300 450 600 1,200 Wake Co.. NC [phone] • [phone]
1" - 3O°' Web Page: www.SandEC.com
1 " - 300' Wake County 2 -foot Contours from NCDOT GIS
51-7114
201 O Aerial from NCOneMap.com

ENCLOSURE5
NCDENR BUFFER DETERMINATION APPROVAL LETTER

NCDENR
North Carolina Department of Environment and Wural,Resources
Pat McCrory
Governor
July 9,.2014
S&EC
'Steven Ball
'8412 Falls of the Neuse, Suite 104'
Raleigh, NC 27615
John E. 'Skvarla, III'
Secretary
&Oject:.Buffer Determination
NBRRO#14-240
Woe•County
Determination Ty,_pe
BufferCalf
Isolai6d or EIP'Call
Neuse -(15A NCAC 28..0233)
A
Tar=Partihco ,(15A NCAC 2B .0259)
[3Ephemeral/lritermltterit/Perennial Determination
x -- -
❑ Isdlated'Wetland Determination
❑ Jordan (1'5A,NCAC 2B.�0267)
Project Name: .;Ransdell,PropeRy
Locatibn/Directions: Property is,located at NW side-of'the intersection of Sunsei.Lake and
Muirfield.near. Fuquay Varina„NC
Subject Stream: UT to. Middl'_e Creek
Determination Date: Jttjy .1,; 2%4 Staff: James. Graham
,eature/Flag
Not Subject E/I%P* 'Start@
Subject To
To. Buffers
Buffers
Stop@
Soil 'USGS
+Survey Topo
A
X E
-
x -- -
_ B _
X I Fla $01
X
C.
X E
X
D
Nbi Eval_'uated
x
*E/l/P --Ephemeral/Ititefmittept/Pereinnial
Explanation: The,feature(s) listed.above Lias -or have'been;loceited, on the Soil Survey of Wdke-Couhty; North
Carolina or the�most recent copy of the USGS Topographic map at-a,1:24i000 scale. Each feature that ik checked
"Not,Subject” has been deiermined-not,to beta stream or i& not presedt on,the property. Yeatures, that are,checked
"Subject" have been located.on,the:propertytand possess characteristics that qualify'it�to be a stream. Tice may be
1lVV Carolina
Mora;
North Carolina Division of Water Resources 1628 Mad Sgrvice Center Raleigh, NC.27699=1628 Phone (919) 7,91-4200
Internet -.www ncwateraualrty ora. Location -*3800 Barrettggye :Raleigh, NC 27609 Fax, (919) 78&71'59.
An Equal 4poitundylAT'ftdye Acton Empbyer - 50% RWded/10%.'Post Consumer'Paper

•Ransdell Property
Wake County
July 9,20:1`4
Page 2. of 2
other streamsAocated on your property that do novshow•up.on the mbps'referenced•above but, still maybe
considered jurisdictional according�to the, US Army Corps 6fEngineers and/or to, the Division -of Water Resources
(DO).
This on-site determination shiff&pire five (5) years from t ik date of thislletter. Landowners or•affected parties that'
dispute a deterniinat16n,madt, byAhe DWR or Delegated Local Authority'inay re' u""est a defermination' by the
Direetor..An appeal.,request muWbe"made,within sixty (60), days of date of this letter or,fiom the date the affected
party(including downstream and%or, adjacent ownefs)lis notified of this' letter: A request'for•a determination by the
Director shall be referred to fhe Di'rector,'in writing,c%o Karen HiggiM` DWR WeBSCaPe Unit,1.650 MailtService
Center;,Raleigh,.NC 27699.
This determination is final -and binding unless,,as-detailed.above, you.ask,for.a hearing or appeal within sizty'(60)
days.
The owner%future,ownervshould notify the Division of` Water Resources (including any other Local, State., and
'F,ederal,Agencies) of this decision-cohcerning;any, future coetespondencesiregarding•the subject property (stated
,above). This project -may require a Sectlon,4041401 PermitifotAfie;propo"sed.acti%,ity; Any inquiries should be
directed u4he,Division of Water Resources (Central;Q fice)at:(91'9}80?-6300, and, the US Army, Corp of Engineers
(Raleigh Regulatory' Field Office).at•.(919)-554-4884:
If you have quesfioft regarding,,this determination, please feel fret to, cohtact.]aines.Graham+at (9,19) 791-4256:
spect -11y;
Danny Sm' Supervisor
Wate(Quality:Section
Raleigh Regional Office
cc: RRO/SWP FilekCopy

A

ENCLOSURE 6
FEMA FLOODPLAIN MAP

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IA
Sonoma Springs Phase 3 N Disclaimer
iMaps makes every effort to produce and publish
0 750 1,500 3,000 ft the most current and accurate information possible.
I i i I I i i i I However, the maps are produced for information purposes,
1 inch = 1,433 feet and are NOT surveys. No warranties, expressed or implied
,are provided for the data therein, its use, or its interpretation.

ENCLOSURE?
q di I_1

Q
U
U
3
s
U
d
C0
0
Sonoma Springs Phase 3
PIN:0668654441
PIN Ext: 000
Real Estate ID: 0423942
Map Name: 0668 02
Owner: SONOMA SPRINGS DEVELOPERS,
LLC
Mail Address 1: 1210 TRINITY RD STE 102
Mail Address 2: RALEIGH NC 27607-4945
Mail Address 3:
Deed Book: 016143
Deed Page: 01836
Deed Date: 09/04/2015
Deed Acres: 6.47
Building Value: $0
Land Value: $307,972
Total Value: $307,972
Billing Class: Business
Description: LOPT 1A RANSDELL FAMILY
HEIRS BM2015 -01269
Heat Area: 0
Site Address: 0 ANNABEL DR
City: FUQUAY-VARINA
Township: Middle Creek
Year Built: 0
Sale Price: $0
Sale Date:
Use Type:
Design Style:
Land Class: VACANT
Old Parcel Number: --
ti
0 110 220 440 ft
1 inch = 200 feet
Disclaimer
Maps makes every effort to produce and publish
the most current and accurate information possible.
However, the maps are produced for information purposes,
and are NOT surveys. No warranties, expressed or implied
,are provided for the data therein, its use, or its interpretation.

ENCLOSURE8
CONSTRUCTION DRAWINGS

Sonoma Springs Subdivision
PHASE 3
CONSTRUCTION DRAWINGS
5724 HILLTOP NEEDMORE ROAD
COUNTY AND AGENCY CONTACTS
A. Town of Fuquay-Varina
Planning Department
401 Old Honeycutt Road
Fuquay-Varina, NC 27526
[phone] phone
Contact: Danny Johnson
Email: [e-mail]
B. Town of Fuquay-Varina
Engineering Department
401 Old Honeycutt Road
Fuquay-Varina, INC 27526
[phone] phone
Contact: Tracy Stephenson, PE
Email: [e-mail]
C. Town of Fuquay-Varina
Public Utilities Department
401 Old Honeycutt Road
Fuquay-Varina, NC 27526
[phone] phone
Contact: Jay Meyers, PE
Email: jn"[e-mail]
D. Town of Fuquay-Varina
Inspections Department
401 Old Honeycutt Road
Fuquay-Varina, NC 27526
[phone] phone
Contact: Kathy Vaughan
Email: [e-mail]
F. NCDENR - Division of Water Resources
Public Water Supply Section
512 North Salisbury Street
Raleigh, NC 276041170
[phone] phone
Contact: Allen Hardy
Email: alien. [e-mail]
G. NCDENR - Division of Water Resources
Water Quality Permitting Section
3800 Barrett Drive
Raleigh, NC 27609
[phone] phone
Contact: Danny Smith
Email: [e-mail]
H. Wake County Environmental Services
Water Quality Division
Wake County Office Building
337 South Salisbury Street
Raleigh, NC 27601
[phone] phone
Contact: Jennifer Mitchell
Email: [e-mail]
FUQUAY-VARINA., NC 27526
DATE: DECEMBER 19, 2016
TO HOLLY
SPRINGS
Sl
SONOMA
SPRNGS
SUBDIVISION
ROpO
TO NC -55
NTS
VICINITY MAP
SONOMAj&SPRINCjS
TO US -401 j
PROJECT DATA
NAME OF PROJECT:
SONOMA SPRINGS SUBDIVISION - PHASE 3
5724 HILLTOP NEEDMORE ROAD
FUQUAY-VARINA, NORTH CAROLINA 27526
PIN: 0668651095
PREPARED BY
MCKIM 6 CREED. INC.
1730 VARSITY DRIVE. SUITE 500
RALEIGH. NORTH CAROLINA 27606
PHONE: [phone]
FAX: [phone]
CONTACT: GARETH AVANT. PE
EMAIL: [e-mail]
OWNERI DEVELOPER:
SONOMA SPRINGS, LLC
1210 TRINITY ROAD, SUITE 102
RALEIGH. NC 27607
PHONE: [phone]
FAX: [phone]
CONTACT: BRUCE HERBERT
EMAIL: bhelbe0ililIroyeloekshomes.com
ANNEXATION NUMBER: ANX-2014-09
FUTURE LAND USE PLAN DESIGNATION: MEDIUM DENSITY
RESIDENTIAL (MDR)
ZONING OF PROPERTY: R-10
TOTAL AREA OF TRACT: 46.01 AC
PHASE 3AREA: 6.47 AC
REQUIRED SETBACKS:
MIN. FRONT YARD: 15'
MIN. SIDE YARD: 6'
MIN. SIDE YARD (ABUTTING STREET): iS
ANN. REAR YARD: 50
MIN. LOT WIDTH : 40
v &CREED
1730 Varsity Drive, Suite 500
Raleigh, North Carolina 27606
Phone: [phone], Fax: [phone]
F-1222
www.mckimcreed.com
SHEET INDEX
SHEET # SHEET NAME
SEAL DATE
CO.1
COVER SHEET
2016.12.19
CO.2
EXISTING CONDITIONS PLAN
2016.12.19
CIA
SITE PLAN
2016.12.19
C2.1
UTILITY PLAN
2016.12.19
C3.1
GRADING, DRAINAGE AND EROSION CONTROL PLAN
STAGE 1
2016.12.19
C3.2
GRADING, DRAINAGE AND EROSION CONTROL PLAN
STAGE 2
2016.12.19
C4.1
ILANDSCAPING PLAN
2016.12.19
C5.1
PLAN & PROFILE - ANNABEL DRIVE
2016.12.19
C5.2
SEWER PLAN AND PROFILE
2016.12.19
D1.1
EROSION CONTROL DETAILS
2016.12.19
D1.2
EROSION CONTROL DETAILS
2016.12.19
D2.1
SITE DETAILS
2016.12.19
03.1
UTILITY DETAILS
2016.12.19
D3.2
UTILITY DETAILS
2016.12.19
D4.1
STORM DRAINAGE & SITE DETAILS
2016.12.19
D4.2
WET POND DETAILS2016.12.19
D4.3
WET POND DETAILS
2016.12.19
D4A
WET POND DETAILS
12016.1219
D4.5
STORM DRAINAGE / SANITARY SEWER SUMMARY
TABLES
2016.12.19
A.9W91� ��*p��N�eN uiuuniNg4s
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BEFORE YOU DIG
STOP
11-11100-632-4949
PRELIMINARY
AVOID
ro un3Tv
DAMAGE
F)O NOT USE FOR CONSTRUCTION
M
T
Cl)
00
V
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-Omr_—__
PHASE 1 AND 2
(UNDER CONSTRUCTION)
TOM OF FUWAY-VARINA
f SUB -PR -2074-08
1
L� 15 \
23 (n \ JURISVIC77CNAL ME7LAND \
1
AND RIPARIAN BUFFERROW 1
(.*0.56 ACRES/ 24,421 SF.) 1 \
\ L4 GOP P� P3O��
3V,80, ) 1 \
\ F 1
/
1 r �
0 my
DELINEATED,
WETLAND
33 + LINE (TYR)
y I
0.
31 '
34 St PRIMARY OPEN SPACE \}
1 PHASE 1 AND 2 1
O ?( (-*0.03 ACRES/1.099 S.F.) \
1
20
12 35 1 �1 `NLA Y s ZONE A
36 \ 7•:T� W 30'
PHASE 1 AND 2 vW v
(UNDER CONSTRUCTION)
TOWN OF FUOUAY-VARINA '1 \ EX FHA (TYR) -
f SUB -PR -2014-08 ' l.W •�
s v�'
011
a050, 41 EXISTING e' csoo
36 \g0 PVC WATER UNE (TYP.)
EXIS71NG B" SDR 35
39 �\ PVC SANITARY SEWER (THP.)
1�4U/1 42 / nail
DELINEATED WETLANDS '
(.*1.77 ACRES/77,312 SF.) /
FLOOD HAZARD LINE (TYR)
/ h
20'
N: 685797.9
E.• 2066640.2
EX. SANITARY SEWER
MANHOLE f30 (7Y?.)
j
EXI577NG 20' PUBUC
U71LITY EASEMENT
NE7LANDS IMPACTS TO BE
PERMITTED THROUGH USACOE
(.*0.1 ACRES/4,340 SF.)
WMAN E MURRAY
PW 0666Bdm5
DB OI520I PC 006M
R -JO RESIDEN71AL
DANES MILTON HOGAN X
DAMES, ROSEMARY S401a (--DANES
PEN, 0668657509
DB 00.5734 PC 00665
R-30 RF3IDENRAL
II
25' CONSERVATION EASEMENT
44
\ AND DETAILS \
ze.t
LWOA RM RO IG W f PATH C
PW 066657401
DB 010060 PC 00652
( EX. WVODUNES
/
R-30 REVDENI7AL
t l�J
EXISTING CONTOUR
I I
EXISTING PROPERTY UNE
1 I
( + MWBSL DARal I k ,AXIN
EXISRNG STREAM
\ ExISBNG 20' PUBLIC
t EXISTING INFLOW STRUCTURE TO
08 009317 RE GIEVYM.7
/
\� U7AI7Y EASEMENT TO
— —
1 I PER THE ER05701V CONTROL PUN
\ BE ABANDONED
%
PHASE UNE
jI I
(TYR)
EXISTING SEWER UNE
EXISTING SEWER MANHOLE
WI67E. —H&—IG
® /
\\ \\
/
HERITAGE TREE
E)L COMMON GREEN (PHASE 1 h 2)
O
PERIMETER BUFFER (TYP.)
O
EXISTING 8'X6' REDUCER AND
i
m _ EXTEND THE 8' DIP WATER MAIN.
CONTRACTOR TO CONFIRM THE SIZE
\ \ I
ro OF THE EXIS77NG GATE VAL lE IF THE
y
\ \ EMS77NG COMBINATION SILT FENCE AND
' AND REPLACE WITH AN 8' MJ GATE VALVE
TREE PR07EC7701V FENCING TO
y , Isu I i
REMAIN. REVISE PER 774E EROSION
. \ \ CONTROL PLAN.
DOUGLAS AMY BEM
SF/TPF ,( I
J
\\
W1TNE GONAD DWANE
NN 08666:6295
DB 05295 PC 00410
_SF/TPF \\ EVS17NG SEDIMENT BASIN TO BE
17-30 RESDEIV77&
REMOVED/RELOCATED REFER 70
\`
\
_ THE EROSION CONTROL PLAN
44
\ AND DETAILS \
ze.t
1 \ I
\
X
EXISTING POWER POLE
—445—
EXISTING CONTOUR
I I
EXISTING PROPERTY UNE
1 I
( + MWBSL DARal I k ,AXIN
EXISRNG STREAM
PW 066d67603H
t EXISTING INFLOW STRUCTURE TO
08 009317 RE GIEVYM.7
/
REMAIN AND TO BE RELOCATED
— —
1 I PER THE ER05701V CONTROL PUN
/
/
+ ( AND DETAILS
I t
/
jI I
EXISTING WATER MAIN
EXISTING SEWER UNE
EXISTING SEWER MANHOLE
WI67E. —H&—IG
® /
PW 0668647935
/
OR 005670 PG 00267
R-30 RESCM77AL
E)L COMMON GREEN (PHASE 1 h 2)
O
CONTRACTOR TO REMOL£ THE
1310
O
EXISTING 8'X6' REDUCER AND
i
m _ EXTEND THE 8' DIP WATER MAIN.
CONTRACTOR TO CONFIRM THE SIZE
_
ro OF THE EXIS77NG GATE VAL lE IF THE
Q m GATE VALVE IS 6' CONTRACTOR TO REMOL•E
' AND REPLACE WITH AN 8' MJ GATE VALVE
y , Isu I i
EXISTING CONDITIONS NOTES:
1- HORIZONTAL DAMN IS BASED UPON THE NMT14 CAROLINA STATE PLANE
COORDINATE SYSTEM NAD83 NSRS 2007. VERTICAL DAMN IS BASED UPON
NAVD 88.
2 ALL 0 CES SHOWN ARE HORIZONTAL (ROUND DISTANCES IN U.S. SURVEY
FEET, UNLESS NOTED OTHERWISE
3. SURVEY DATA SHOWN ON PLAN BASED ON TOPOGRAPHIC SURVEY PERFORMED
BY 71MMONS GROUP ON JULY 1, 2014. ALL AREAS COMPUTED BY COORDINATE
METHOD.
4. WETLANDS AND STREAM SHOWN WERE DEIUIFATED BY SOIL 8 ENVIRONMENTAL
CONSULTAN75, PA ON 5-7-14
5 THE PARCEL IDENTIFICATION NUMBER IS 0668651095
6. THE PARCEL IS LOCATED M FUGUAY-VARIMA IN MAZE COUNTY, NC.
7. THE PARCEL IS ZONED R-10 AND CDF I.
6 THE PROECT S17E UES WITHIN ZONE X OUTSIDE OF ANY SPECIAL FLOOD AREA
PER ANE FEMA MAP 3720066600) PANEL 0665. WITH AN EFFECTIVE DATE OF
MAY Z, 2006.
9. THE SM IS LOCATED WM41N THE HOUSE RIVER BASIN. NEUSE RIVER
RIPARIAN BUFFER RULES LISTED IN 15A NCAC 26DZ33 APPLY TO THE
INTERMITTENT STREAM.
EXISTING SITE DATA:
STE ADDRESS: 5724 HILLTOP NEEDDIA ROAD
TOTAL AREA OF TRACT: 46.01 AC
PHASE 3 AREA: 6.47 AC
DEED REFERENCE: BM 2014. PG 1204
ONS -65-1095
OWNER: SONOMA SPRINGS, LLC
1210 TRINITY ROAD, SUITE 102
RALEIGH, NC 27607
PHONE: (919) Z33-3686
FAX [phone]
CONTACT: BRUCE HERBERT
ENOL bhWb rtOeyvlmkl,oNMN.eern
HERITAGE TREES
1. HERITAGE TREE LOCATIONS PROVIDED BY THE TIMMONS CROUP ON OR
ABOUT FEBRUARY 19, 2015
2. NO EMSTNG HERITAGE TREES EXIST IN PHASE 3 OF SONOMA SPRINGS AS
DEFINED N THE TOWN OF AWAY-VARNA PART 9-9046
FLOOD HAZARD SOILS POLICY:
1. A FLOOD STUDY REPOT HAS BEEN DEVELOPED BY MSP (DALE HYATT. PE)
ON AUGUST 3, 2015 TITLED 'FLOOD STUDY FOR SONOMA SPRINGS
SUBDIVISION'. TAE FLOOD STUDY IS IN ACCORDANCE WITH THE TOWN OF
FUOUAY-VARNA FLOOD STUDY STANDARDS m OK
HAZARD SOILS POLICY
AND THE RESULTS HAVE BEENSHOWN ON PLANS.
LEGEND
Oa IPF
ze.t
sena
E
07BJI8
R%*VI W PUR 5
' Z'PEI ' ��Pp
�,upp�.1IN11M�"gyp
1730 Varsity DHVe, Sulte 500
Raleigh, North Carolina 27606
Phone: [phone], Fax: [phone]
F-1222
ww.m Id—reed.
SONOMA Sp- RINCj.
Embom
1210 TRINITY ROAD, SUITE 102
RALEIGH, NORTH CAROLINA 27607
PHONE: [phone]
FAX: [phone]
EXISTING POWER POLE
—445—
EXISTING CONTOUR
-------
EXISTING PROPERTY UNE
— — — -
EXISRNG STREAM
— — — —
EXISTING PERIMETER BUFFER
FU UAY-VARINA NORTH CAROLINA
FLOOD HAZARD UNE
— —
EXISTING CONDITIONS NOTES:
1- HORIZONTAL DAMN IS BASED UPON THE NMT14 CAROLINA STATE PLANE
COORDINATE SYSTEM NAD83 NSRS 2007. VERTICAL DAMN IS BASED UPON
NAVD 88.
2 ALL 0 CES SHOWN ARE HORIZONTAL (ROUND DISTANCES IN U.S. SURVEY
FEET, UNLESS NOTED OTHERWISE
3. SURVEY DATA SHOWN ON PLAN BASED ON TOPOGRAPHIC SURVEY PERFORMED
BY 71MMONS GROUP ON JULY 1, 2014. ALL AREAS COMPUTED BY COORDINATE
METHOD.
4. WETLANDS AND STREAM SHOWN WERE DEIUIFATED BY SOIL 8 ENVIRONMENTAL
CONSULTAN75, PA ON 5-7-14
5 THE PARCEL IDENTIFICATION NUMBER IS 0668651095
6. THE PARCEL IS LOCATED M FUGUAY-VARIMA IN MAZE COUNTY, NC.
7. THE PARCEL IS ZONED R-10 AND CDF I.
6 THE PROECT S17E UES WITHIN ZONE X OUTSIDE OF ANY SPECIAL FLOOD AREA
PER ANE FEMA MAP 3720066600) PANEL 0665. WITH AN EFFECTIVE DATE OF
MAY Z, 2006.
9. THE SM IS LOCATED WM41N THE HOUSE RIVER BASIN. NEUSE RIVER
RIPARIAN BUFFER RULES LISTED IN 15A NCAC 26DZ33 APPLY TO THE
INTERMITTENT STREAM.
EXISTING SITE DATA:
STE ADDRESS: 5724 HILLTOP NEEDDIA ROAD
TOTAL AREA OF TRACT: 46.01 AC
PHASE 3 AREA: 6.47 AC
DEED REFERENCE: BM 2014. PG 1204
ONS -65-1095
OWNER: SONOMA SPRINGS, LLC
1210 TRINITY ROAD, SUITE 102
RALEIGH, NC 27607
PHONE: (919) Z33-3686
FAX [phone]
CONTACT: BRUCE HERBERT
ENOL bhWb rtOeyvlmkl,oNMN.eern
HERITAGE TREES
1. HERITAGE TREE LOCATIONS PROVIDED BY THE TIMMONS CROUP ON OR
ABOUT FEBRUARY 19, 2015
2. NO EMSTNG HERITAGE TREES EXIST IN PHASE 3 OF SONOMA SPRINGS AS
DEFINED N THE TOWN OF AWAY-VARNA PART 9-9046
FLOOD HAZARD SOILS POLICY:
1. A FLOOD STUDY REPOT HAS BEEN DEVELOPED BY MSP (DALE HYATT. PE)
ON AUGUST 3, 2015 TITLED 'FLOOD STUDY FOR SONOMA SPRINGS
SUBDIVISION'. TAE FLOOD STUDY IS IN ACCORDANCE WITH THE TOWN OF
FUOUAY-VARNA FLOOD STUDY STANDARDS m OK
HAZARD SOILS POLICY
AND THE RESULTS HAVE BEENSHOWN ON PLANS.
LEGEND
Oa IPF
IRON PIPE FOUND
IPS
IRON PIPE SET
-(>Pp
EXISTING POWER POLE
—445—
EXISTING CONTOUR
-------
EXISTING PROPERTY UNE
— — — -
EXISRNG STREAM
— — — —
EXISTING PERIMETER BUFFER
FU UAY-VARINA NORTH CAROLINA
FLOOD HAZARD UNE
— —
RIPARIAN BUFFER UNE
030016
EXISTINGHERITAGE TREE
EXISTING FORCE MAN
EXISTING WATER MAIN
EXISTING SEWER UNE
EXISTING SEWER MANHOLE
RI M@ WffRr gLVE
O
EX. OPEN SPACE (PHASE 1 & 2)
D
E)L COMMON GREEN (PHASE 1 h 2)
O
25' CONSERVATION EASEMENT
O
PROPOSED WETLAND IMPACTS
PHASE UNE
„ 50
0 50' 100'
NORTH
SCALE: 1"=50' (HDriz.)
SONOMA SPRINGS SUBDIVISION
oA^� DECEhE0ERI9 XI6
z
PHASE 3
TIRANA
4co,
KAK HORIZOMnL.
FU UAY-VARINA NORTH CAROLINA
__ ED
QECKED
OBMPH =�
GG �Rn CAL CO
N/A
EXISTING CONDITIONS PLAN
PROD. MON.
Ons,
DO NOT USE
PEH
PRELIMINARY
FOR CONSTRUCTION

BLL CLARK HOMES OF OS
RALEIGH,\ J(IRISDICn\ -AND
PIN O668BOBB,S B 6 PG 00709 PRIMARY OPEN SPACE
R-30 RESIDENTIAL
NN\
891.04' (.*0.175 ACRES/ 7,657 SF)
N89°58'41W
/COHSE 04T
.84' 174.50'
FLOOD HAZARD LME
r I ` ' \ \ (TW.) �•._ \`s EX. 20' PUBLIC
UnUTY EASEMENT
\` 126 \2',
PHASE 1 AND 2 N � \\\ � ( w -- 125
(UNDER CONSTRUCTION) I - _-� PRIMARY OPEN SPACE
TOW OF FLWAY-VARINA (.*0.11 ACRES/4679 SF.)
/' SUB -PR -2014-08 I j I J J w m• ��
( 50' RIPARIAN BUFFERT(TIP)
\ (TYP•) RETAININGWALL1EASEMENT (TW) FLOOD HAZARD LII 1 �., \ RETAINING WALL A'
1 \ \ (DESIGNED BY OTHERS) \�
1 L \ SAFETY FENCE
F. �\ R ! I o
" - A O SECONDARY OPEN SPACE
�Ip (.*0.36 ACRES/10.626 SF.)
1
G � OELlNEA7ED _ ' 1 ZOITE f) (zavE z) o ��
TAp NETLAND' "N
I
F11G LINE (TW.) 1
BA/P DAi11NAGE AND
ACCESS EASEMENT (TIM.), PRIVATE DRAINAGE
1\ EASEMENT (TIP.)
\ RETAINING WALL 6'� 1 n
i (DESIGNED BY OTHERS) \, ( '� \32.8 L328
\ \ME
6.47 AC
TOTAL RESIDENTIAL SITE AREA (PH 3}
M
\
\\
117 AC
\
68 Ra1T-ar-WAY
\
0.71 AC
SECONDARY OPEN SPACE
10.5 llRltt »' ertx ro eAaR VRTTY 6'
COMMON GREEN OPEN SPACE
EX57TNG 20' PU C
/
.6'
srRP eoE NUK ,.
\ \ �
UTILITY FASEAIEN
/
R-30 RESIDENTIAL
TOTAL COMMON GREEN O.S. RECD:
0.32 AC (201[ OF REWD 1.62 AC)
SITE SUMMARY:
120
\ \
6.47 AC
TOTAL OPEN SPACE AREA
240 AC
\ \\
9,885 SF
MINIMUM LOT SM (PHASE 3}
RIYLI�EA Lame S cAec
/
50 LF
MINIMUM LOT WIDTH PROVIDED:
14' 1 4-
78.86'
78.1115'
IN%N
U NEAL FEET OF 5G. RQW.:
/
PIN NO.
o69s57n5
6
TRACT ZONING.
I
/
DB M5201 PG 00658
R-30 RESIDENTAL
(U dM-jgE+N
RESIDENTIAL COLLECTOR
TYPICAL 29' BACK-TO-BACK SECTION
% '�✓
W
ow To VALK,
ANEFii ORNE (24, 10N44,06 M STA 17Nasp
o, I
124
f
MINIMUM BUILDING SETBACK REQUIREMENTS.
FRONT SETBACK: 15 (T MINIMUM SETBACK MAY BE PERMITTED MEETING
THE CONDITIONS OF THE OPEN SPACE DEVELOPMENT ORNNANCE)
t4 1S• 9-1
DAMES MILTON HOGAN JR a
SIDE YARD SETBACK: V
DAWES. ROSEMARY SMOZKY-DAWES
SIDE YARD ABUTTING STREET: IV
T 285
n
'PIN OSON57 6&5
OOS
REAR SETBACK: 50'
CONSERVATION EASEMENT: 25' (REAR OF 50' SETBACK)
OEV
R-30 RESIDENTIAL
123
SECONDARY OPEN SPACE
Y (.*0.73 ACRES/31,821 SF.)
122
HANDICAP /
RAMP (TW.) ` q
SAFETY FENCE 7
\ S L16
RETAINNINGI21 WALL /
- 4WISDICTIONAL NETLAND L £ASSMENT (TW.) /
AND RIPARIAN BUFFER
PRIMARY QaE/J SPA(•£
(+D40 AIRES/` 17,380; F,)
120
5' STREET 7REE
/EASEMENT
\Y\ .. .._...._ COMMON GREEN SPAC
[[ (.*0.58 ACRES/25,098 S.F.)
II 1 I
_ ( f bEL'NEATED WETLAND
LINE (TYP.) % `I II
PC: 71+97.12
_ V
COMMON
PRIMARY OPEN SPACE\ GREEN
(10.012 ACRES/SFSF.) \ \
Y \
\� \ 1 5' CONCRETE
- - \ Y•,� DEWALK (TIP)
1 IF
EXISM 5' STREET
TREE EASEMENT (1.) '\1 ( e
PRIMARY OPEN SPACE
(.*0.012 ACRES1545 SF)_
/ / EX LIGHT POLE
I e3b .P \ \ -� . _(INSTAL ED IN PHASE 1)
BP: 10+-�
I PHASE 1 AND 2
' (UNDER CONSTRUCTION)
TOW OF FtWAY-VARINAif / \ / -`•`- . _ �..F
SUB -PR -2014-06
� I
EnENs�q�E,a�
JEUMIaNART'P4iA J
FA W PURLS
'„ ... 118
39•
^ 5'75
1 5 '
117
I
NEW
26' 42.92E
I
116
I V
128.25'_
587 08' 18.58'E
i +
f 14 ii5 t
S8T 0a' 18.58'E
12e.sT -
v 114 c
xA- 1A 158, 'E
1 8.35'
11,
• 08' 17 fi0.'W
729
BEGIN
PHASE 3
OC
UNDAMOCC, RONALD W e PATO C
PIN ON 7404
CS D10090 PC DD452
R-30 RESIDENTIAL
\
25 CONSFRYA\ \
EASEyEVT (7YP.) \
DOUGLAS AMY BETH h
WINNE. DONALD DWANE
PIN 0668656295
CB 015295 PC 00410
R-30 RESIDENTIAL
MaNEII DARLENE 1 6: JCHN
PIN 06658MOM
DB 009317 PC 01847
R-30 RESIDENTIAL
1. CO MON AREAS PROVIDED ARE INTENDED TO BE *PASSIVE'
RECREATION AREAS, FOR THE USE OF THE SUBDIVISION'S RESIDENTS
THE MAINTENANCE, DEVELOPMENT, AND IMPROVEMENTS IN THESE
AREAS WOULD BE BY THE SUBDIVISION'S HOMEOWNERS ASSOCIATION.
IT IS ANTICIPATED THAT THE DEVELOPMENT OF THESE AREAS WOULD
BE FURTHER REFINED BEYOND WHAT IS PROPOSE/ AS PART OF THE
PRELIMINARY SUBDIVISION AS THE RESIDENCEMOMEOWNERS
ASS00A71ON WOULD DICTATE
2 AS SUCH THESE AREAS WILL BE GRADED TO CREATE AREAS FOR
PASSIVE RECREATIONAL ACTIVITIES, LE AREAS FILLED, AREAS OF
ROUGH/1RREGILAR SLOPES, OPEN AREAS CREATED WHERE GRADES
ARE REFINED TO ALLOW THE ESTABLISHMENT OF GRASS AND
GROUNDOOVER, WETLAND EDGES IMPROVED TO MINIMIZE EROSION.
3 EMSTING SHADE TREE VEGETATION WOULD BE RETAINED WHERE
POSSIBLE AND ALL THESE MEAS WILL BE SEEDED/MAINTAINED A%
GRASSED OPEN -SPACE MEAS NATIVE VEGETATION/GRASSES WILL
BE ESTABLISHED AT EDGES OF WETLANDS/WAIERWAYS TO MINIMIZE
EROSION.
OPEN SPACE ANALYSIS
TOTAL SITE AREA,
6.47 AC
TOTAL RESIDENTIAL SITE AREA (PH 3}
6.47 AC
AREA OF LOTS:
117 AC
MEA OF ROAD:
0.43 AC
PRIMARY OPEN SPACE:
0.71 AC
SECONDARY OPEN SPACE
1.11 AC
COMMON GREEN OPEN SPACE
0.59 AC
/
WHITE, JAMES H a KIMBERLY
/
PIN 066%479M
DB 005830 PG 00267
/
R-30 RESIDENTIAL
1. CO MON AREAS PROVIDED ARE INTENDED TO BE *PASSIVE'
RECREATION AREAS, FOR THE USE OF THE SUBDIVISION'S RESIDENTS
THE MAINTENANCE, DEVELOPMENT, AND IMPROVEMENTS IN THESE
AREAS WOULD BE BY THE SUBDIVISION'S HOMEOWNERS ASSOCIATION.
IT IS ANTICIPATED THAT THE DEVELOPMENT OF THESE AREAS WOULD
BE FURTHER REFINED BEYOND WHAT IS PROPOSE/ AS PART OF THE
PRELIMINARY SUBDIVISION AS THE RESIDENCEMOMEOWNERS
ASS00A71ON WOULD DICTATE
2 AS SUCH THESE AREAS WILL BE GRADED TO CREATE AREAS FOR
PASSIVE RECREATIONAL ACTIVITIES, LE AREAS FILLED, AREAS OF
ROUGH/1RREGILAR SLOPES, OPEN AREAS CREATED WHERE GRADES
ARE REFINED TO ALLOW THE ESTABLISHMENT OF GRASS AND
GROUNDOOVER, WETLAND EDGES IMPROVED TO MINIMIZE EROSION.
3 EMSTING SHADE TREE VEGETATION WOULD BE RETAINED WHERE
POSSIBLE AND ALL THESE MEAS WILL BE SEEDED/MAINTAINED A%
GRASSED OPEN -SPACE MEAS NATIVE VEGETATION/GRASSES WILL
BE ESTABLISHED AT EDGES OF WETLANDS/WAIERWAYS TO MINIMIZE
EROSION.
OPEN SPACE ANALYSIS
TOTAL SITE AREA,
6.47 AC
TOTAL RESIDENTIAL SITE AREA (PH 3}
6.47 AC
AREA OF LOTS:
117 AC
MEA OF ROAD:
0.43 AC
PRIMARY OPEN SPACE:
0.71 AC
SECONDARY OPEN SPACE
1.11 AC
COMMON GREEN OPEN SPACE
0.59 AC
TOTAL OPEN SPACE DEDICATED:
240 AC (37.1% OF 6,47 AC)
TOTAL OPEN SPACE RECD (25%):
1.62 AC (25x OF 6.47 AC)
TOTAL COMMON GREEN O.S. PROVIDED:
o.5a Ac max OF RECD 1.92 AC)
TOTAL COMMON GREEN O.S. RECD:
0.32 AC (201[ OF REWD 1.62 AC)
SITE SUMMARY:
120
TOTAL SITE AREA:
6.47 AC
TOTAL OPEN SPACE AREA
240 AC
AVERAGE LOT SIZE
9,885 SF
MINIMUM LOT SM (PHASE 3}
6,876 SF
MINIMUM LOT WID1H PERMITTED:
50 LF
MINIMUM LOT WIDTH PROVIDED:
50 LF
TOTAL NUMBER OF LOTS
14 SINGLE FAMILY LOTS
U NEAL FEET OF 5G. RQW.:
679 LF
PIN NO.
D66B851095
TRACT ZONING.
R-10
LEGEND:
EDGE O
(� LINT
2!i' RA1W115
( $'(ryP'ADIUS
BACK O I 29• I
G� RIGHT -CF -
WAY (TYP)
30' VALLEY CU e R
GUTIEA (TYR) i
CUL-DE-SAC DETAIL
NOT TO SCALE
COMMON GREEN SPACE SF 0.56 AC
PRIMARYOPENSRACE SF Qm AC
SF QO1 AC
Si 0.40 AC
6f 0.11 AC
SF 0.16 AC
Total. S 0.71 AC
SECONDARY OPEN SPACE SF oM AC
SF 0.73 AC
Total: 1.11
LEGEND:
Lot Area Table
Lot /
Area (SF)
Area (AC)
113
8714.22
0.15
114
6695.37
0.15
115
667&16
0.15
116
7285.23
0.17
118
10064.52
0.23
119
12206.50
0.28
120
10498.85
0.24
121
12165.47
0.28
122
9100.33
0.21
123
8814.65
0.20
124
.39
0.37126
27.79 SM 11' 45.16'E
E.32'
4.25
0.23
LEGEND:
EDGE O
(� LINT
2!i' RA1W115
( $'(ryP'ADIUS
BACK O I 29• I
G� RIGHT -CF -
WAY (TYP)
30' VALLEY CU e R
GUTIEA (TYR) i
CUL-DE-SAC DETAIL
NOT TO SCALE
COMMON GREEN SPACE SF 0.56 AC
PRIMARYOPENSRACE SF Qm AC
SF QO1 AC
Si 0.40 AC
6f 0.11 AC
SF 0.16 AC
Total. S 0.71 AC
SECONDARY OPEN SPACE SF oM AC
SF 0.73 AC
Total: 1.11
LEGEND:
Curve Table
L
- - - - - - - LOT LINE { . 1_
PROPOSED LIGHTING
RIGHT-OF-WAY LINE �-yL
3163 259.90 7.41 SO. 54' 5VE
CENTER LME
C131
y�G
PROPERTY UNE y'Yr
Exl-NG LIGHTING
� � IIIIIIII� IIIII� PHASE UNE
(PHASE 1 AND 2)
-------------- SETBACK LINE
C12D
- - - - - - - EASEMENT LINE
C21
RIPARIAN BUFFER LINE
41.82
FLOOD HAZARD LINE
46.67 50.00 5571 SBO 1r MW 45.17
- - - DELINEATED WETLAND LINE
46.9D 50.00 53.74 586' SES' S9'E
- CONCRETE SIDEWALK
0130
E)OSTING WETLANDS
EX COMMON GREEN
47.1 199.39 1571 S20 M' 39'E
EX PRIMARY OPEN SPACE
c116
EX SECONDARY OPEN SPACE
II UTTER, WAYNE A
'JZ' PIN 066864fi891
h LU 08 008313 PG 01419
Curve Table
IAM / L -41E DMeetlen
Curve / Length Radlu. Deta Chw4 DIre9Mon Chard Langth
0114
3163 259.90 7.41 SO. 54' 5VE
3381)
C131
108.37 125.00 49.67 Sr 1S' 1i
105.01
0118
47.89 50.00 54.85 N38- 42' 33-E
46.06
C12D
30.69 50.30 44.07 N3T 55' 16'W 37.74
C21
42.93 50.00 49.20 SB' 50' OB'W
41.82
0122
46.67 50.00 5571 SBO 1r MW 45.17
C123
46.9D 50.00 53.74 586' SES' S9'E
53.39 SW 51' 38.SrE
0130
47.55 43222 6.30 SIO 02' 30'E
C115
47.1 199.39 1571 S20 M' 39'E
N.7.80
c116
20.72 11547 1548 S29. OV 42-E
II UTTER, WAYNE A
'JZ' PIN 066864fi891
h LU 08 008313 PG 01419
ALIGNMENT CURVE DATA
IAM / L -41E DMeetlen
L332
CURVE /I
ALIGNMENT NAME RADIUS LENGTH TANGENT
BEARING
CHORD DELTA
G.5
G.6
Annabel DrIYe Ext. - Phaee 3 150.00'
Annabel Drive Ext. -Phase 3 230.00'
253.73'
140.31'
189.30'
7241'
N162203'E
N74'36'5YW
224.54' 96'5459'
138.14' 343709'
II UTTER, WAYNE A
'JZ' PIN 066864fi891
h LU 08 008313 PG 01419
PeeN Une Table
IAM / L -41E DMeetlen
L332
20.56 N5T 15' 5250'W
L333
31.69 N60' IV 30.92'W
L328
43-M N7V 32' C1.J4-W
L329
40.12 S74' 56' ]6.9YW
L330
28.57 S55- S3' 40.77-W
L331
30.06 1474. 48' 10.e5'W
L334
31.89 41' 4Y 35.202W
_345
36.44 S22' " 11.65'E
L344
W-11 530' 16' 00.56'E
L343
53.39 SW 51' 38.SrE
L342
50.26 S36. 1G. 45.DZ'E
L341
M15 SET 2Y 1B.69'E
1353
2263 S43' 58' 29.99'E
L354
35.90 S72' IV 11.7;5
L355
3206 S57 39' 05.49'E
L356
26.66 577 04' 20.79'E
L357
4137 S49' 39' 22.02'E
L.358
27.79 SM 11' 45.16'E
L1e
4894 SBI' 54' 0243'W
L13
9.00 N5T IV S256'W
II UTTER, WAYNE A
'JZ' PIN 066864fi891
h LU 08 008313 PG 01419
DATE. DECENEBER
19. 2016
I R-30 RESIDENTIAL
MICE PROI.a
098630013
MIS
\ONOMA Sp_ RINC3
DP/1VM
SONOMA SPRINGS SUBDIVISION
SE 3
`V%1Vr'1VlVl&CREM
FU UAY-VARINAANORTH CAROLINA
17301-11, Dn-, 1u11. 500
Raleigh, North Carolina 27606
1210 TRINITY ROAD, SUITE 102
FAO]. NKit.
PEH
Phone: [phone], Fax: [phone]
F-1222
RALEIGH, NORTH CAROLINA 27607
STATUS
DO NOT USE
SITE PLAN
PHONE: [phone]
w. mcWmcnad.com
FAX: [phone]
YIN. LOT MDws-
LOT / WIDTH (lF)
113 52
114 52
113 52
116 50
117 50
11B 50
119 50
120 52
121 SIB
122 73
123 50
124 50
125 50
126 83
NORTH
50' 0 50' 100'
SCALE' 1'=50' (HWI)
DATE. DECENEBER
19. 2016
5(ALE
MICE PROI.a
098630013
G..
DP/1VM
KAK
FIORIZOMAL:
E
FAO]. NKit.
PEH
N/A
STATUS
DO NOT USE
PRELIMINARY
FOR CONSTRUCTION
rnrsen

BILL CLARK HOMES OF RALEIGH, LLC `
PN 0668860885 /
DB 015768 PG 00708 J 20' P SEMS `
R-30 RESIDENTIAL EX. 8" PN; SAMTARY /ry ��T \
SENER LME (TYP.)
I 50' RIPARIA
BUFFER (TVP.) { i APPROXIM.4 eLOCATI \\ \\ \\
PHASE 1 AND 2 1
CFI SUCHT (TVP.)
(UNDER CONSTRUCTION) � FINIALL LOCA
CATION TO BE \ \ \
TOMN OF FUQUA Y-VAR/NA I Ii I I DETERMINED PER DESIGN \ \ \
IF SUB -PR -2014-08 I 19 i J0 r ' I ` BY OTHERS, \ sS1M1-?H
i 121- I i�
I- RETAININGAN
i � (DES/f.TVm 0 BY OTHERS)
Oi6 I � � \ /
21 tt 1 \ 1 SSVH-3
\ AC'CESS/MAINTENANCE I /
EASEAFENT12D" HW -20
%1llL LL/L
SANITARY SEWER UNE
INMAN, E. MURRAY
WATER MAIN
\7.
PIN 0668657715
�SSMH
{X Y
SSW -30
DB 015201 PG 00658
EX. 20' PUBLIC
53
R-30 RESIDENTIAL
UTILITY EASEMENT /
FIRE HYDRANT ASSEMBLY
\ • Pw ss �'
/
\ gR14fE (TypJ _-
_�
PIN 0668656295
DB 015295 PG 00410
— — — — —
R-30 RESIDENTIAL
1 In
FLOOD HAZARD LINE
11 ' SDR PVC 35 SANITARY
\ SEINER MAW (7YP.)_ ` \
\ i _,_____--
I 116
PHASE LIFE
1 U
'm 115
McNEISH,E I At JOHN
06686
PIN 8016
_ _ _
Lu d -
DB /
009317317 P PG TIAL
R-30 RESIDENTIAL /
1
Ib 114
/I
CEO --------
t FIR --------
/
-190
OWHITE,
JAMES H & KIMBERLY G
£MOVE EXIS77NG 2' BLOMOFF A BLy./ PIN 066 86 47 936
DB 005830 PG 00267
�L\ EXTEND EX. 8" C-900 PHK.' WATER TF1
R-30 RESIDENTIAL
12 '
tl
Z
uj
DANES, MILTON HOGAN JR &
DAWES. ROSEMARY SANOZKY-OAWES
1 PIN 0668657509
A 123 DB 005734 PG 00685
/ R-30 RESIDENTIAL
I \ DBL CI -20 / O / \ ` \�`\ �RETA/NWG WALL V 122
\ (DESIGNED BY OTHERS)\
( UBLIC DRAINAGE
\ COON ` 16 1\ `. ,L L C1-197 EASEMENT (TVP.) \\ \
C-900 EC
P \
WATER MAIN(TYR)_`` 25.0' CONSERVATION
WATER METER _ EASEMENT (T)P.)
SERVICE (TYP.) \\
P \ 1 \ 1 n''� /� /\_- LINDAMOOD, RONALD W & PATTI C
_2 \ \ -202 121 / // PIN 066857404CD0
1 //// / DB 010080 PG 00452
24 GOP Pt Pue,G 1 14 ttt \`t 11 3 \ 1 1\ \\\
/ I
\ 13
O
B"A1S" ,-f}IA/ / R-30 RESIDENTIAL
REDUCER / /11 A•Nf' u.H >iT // /
1 '� \
fC \\\
F / 32�CI-20 \ \
APPRDX/MA7E LOCA I�
/ OF STREET UGHT (TIP.) I i
W O t FWAL LOCATION TO BE
{RI SSMH-3
DE7ERMMED PER DESIGN I
BY OTHERS
CJ -20/17 ,
3' C-900 PVCJ
\ WATER MAIN (TYP.)
) I ( 1 T\ (PUBLIC DRA/NAG£O
30 FA , SEMENT (THP.)
fEAt a-I9r
1 (
SSMH-JIS-
112
36 \ \\ \ A, SSMH-37-
111 PHASE i AND 2
(UNDER CONSTRUCTION) % \ \ \\ \ \ t CI -201 -
TOM OF FUQUAY-VAR/NA
,/ SUB PR -2014-018
F \
O
110 � \\ EX` 8' C-900 PVC WATEfe-�
37 \ \ MAW TO B£ FX7ENOL7)
z
I O6
Ex. uGNr PDLE
(INSTALLED IN PHASE 1)
39 SED 42 43 44 E
B
UTILITY NOTES
1. ALL CONSTRUCTION K TO BE PERFORMED IN ACCORDANCE WIN CURRENT TON OF FUOUAY-VARINA
STANDARDS, SPECIFICATIONS & DETAILS.
R ALL PERMITS RELATING TO THIS PROJECT MUST BE OBTAINED PRIOR TO CONSTRUCTION.
3. ALL WATER MANS SHALL HAVE A MN. OF 4'-D' OF COYER AS MEASURED FROM FINISHED GRADE AT THE
LOCATION WERE INSTALLED.
4. WATER MANS SHALL BE WD AT LEAST 10 FEET LATERALLY FROM EXISTING OR PROPOSED SEWERS
UNLESS THE ELEVATION OF THE BOTTOM OF THE WATER MAIN IS AT LEAST 18 INCHES ABOVE THE TOP OF
THE SEWER WITH A HORIZONTAL SEPARATION OF AT LEAST 3 FEET.
S. WHERE A WATER MAN AND A SANITARY SEWER CROSS, AND THE VERTICAL SEPARATION IS LESS THAN 18
INCHES, OR THE WATER UNE PASSES UNDER THE SEWER, BOT/ THE WATER MAN AND THE SEWER SHALL
BE DUCTILE IRON PIPE EOUIVALENT M WATER MAN STANDARDS FOR A DISTANCE OF 10 FEET ON EACH
SDE AT THE POINT OF CROSSING. ME WATER UNE PIPE SECTION SHALL BE CENTERED AT THE POINT OF
CROSSNQ N NO INSTANCE SHALL THERE BE LESS THAN 1T' CLEARANCE BETWEEN WATER MANS AND
SANITARY OR STORM SEWER MAINS
B. CONTRACTOR SHALL USE A MIN. 20' SECTION DIP CENTERED UNDER STORMWATER PIPE WHERE 24' MIN.
VERIICM CLEARANCE CANNOT BE MET BETWEEN STORMWATER AND WATER.
7. ELECTRONIC MARKER SYSTEM (EMS) BALL MARKERS ARE TO BE INSTALLED ON ALL PVC WATER MAINS.
CONTRACTOR SHALL COORDINATE WITH CHRIS GRIMES WITH TOWN OF F UOUAY-VARINA PUBLIC UTILITIES
& WATER SERVICES SHALL BE EXTENDED FROM THE MAN TO A METER BOX LOCATED WITHIN THE RIGHT OF
WAY. THE METER SHALL BE PLA® AT THE EDGE OF THE SERVICED LOPS RIGHT OF WAY UNE OR
EASEMENT. SERVICE UNE SHALL BE RUN ON A TRUE UNE FROM THE WATERMAIN TO THE METER BOX
AND WHERE POSSIBLE. SERVICE UNE SHALL BE PERPENDICULAR TO THE MAIN UNE NO WATER BOXES OR
VAULTS SHALL BE RA® IN STREETS, SIDEWALKS. PARKING AREAS. OR DRIVEWAYS.
9. MANHOLES SHALL BE SPACED A MAXIMUM DISTANCE OF 400 FEET APART.
10. MANHOLES SHALL BE INSTALLED AT EACH DEFLECTION OF UNE AND/OR GRADE WITH A MINIMUM DROP OF
0.2 FEET. MANHOLES FOR SEWERS GREATER THAN 21 INCHES IN DIAMETER SHALL BE 5 FOOT MANHOLES.
MANHOLES FOR SEWERS 12 FEET OR DEEPER SHALL BE MINIMUM 5 FOOT DIAMETER. MANHOLE TOPS
SHALL BE SET FLUSH WITH PAVEMENT WHERE INSTALLED IN A STREET.
IT. SERVICE CONNECTIONS FOR THE SANITARY SEWER UNES SHOULD HE PERPENDICULAR FROM THE MAIN UNE
TO THE EDGE OF THE SERVICED LOT'S RIGHT OF WAY UNE OR EASEMENT WITH A MINIMUM GRADE OF 1/4
INCH/FOOT FOR 4INCH AND .6 FOOT/100 FOOT FOR 6 INCH. ALL CLEANOUTS SHALL EXTEND A MIN UM
OF 6 INCHES ABOVE THE FINISHED GRADE WHERE A SERVICE UNE IS CONNETED TO A MANHOLE THE
UNE SHAT TERMINATE AT THE EDGE OF THE INVERT IN THE MANHOLE NO CLEANCUTS SHALL BE PLACED
IN STREETS, SIDEWALKS, PARKING AREAS, OR DRIVEWAYS
12. MANHOLES SHALL BE PROVIDED VAIN A WATERTIGHT FRAME AND COVER WITH GASKET. ALL MANHOLE
SEMIS SHALL EE EXTERNALLY TAPED/SEA ED. MANHOLES SIAL BE PROVIDED WITH A FULL WATERPROOF
INTERIOR COATING/LNING WATERTIGHT PIPE CONNECTIONS SHALL BE PROVIDED CONSISTING CF A FLDOBLE
RUBBER BOOT OR COMPRESSION
W
TE CONNECTOR. ALL MANHOLES SHALL BE TESTED IN ACCORDANCE
WITH ASTM C1244 'STANDARD TEST METHOD OF CONCRETE SEWER MANHOLES BY THE NEGATIVE AIR
PRESSURE (VACUUM) TEST PRIOR TO BACKFILL'. Al MANHOLES NOT INCLUDED AS PMT OF A USACOE
404 PERMIT OR DYSION 401 CEPoTFlCATON SHAT MAINTAIN A S ARATON OF NO LESS THAN 10 FEET
FROM WETLANDS
11 ALL FIRE HYDRANTS SHALL BE EQUIPPED WITH 5' STORZ QUICK COUPLING CONNECTIONS
LEGEND
—SS—
SANITARY SEWER UNE
W-
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----
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PIN 0668656295
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11 ' SDR PVC 35 SANITARY
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JAMES H & KIMBERLY G
£MOVE EXIS77NG 2' BLOMOFF A BLy./ PIN 066 86 47 936
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R-30 RESIDENTIAL
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UTILITY NOTES
1. ALL CONSTRUCTION K TO BE PERFORMED IN ACCORDANCE WIN CURRENT TON OF FUOUAY-VARINA
STANDARDS, SPECIFICATIONS & DETAILS.
R ALL PERMITS RELATING TO THIS PROJECT MUST BE OBTAINED PRIOR TO CONSTRUCTION.
3. ALL WATER MANS SHALL HAVE A MN. OF 4'-D' OF COYER AS MEASURED FROM FINISHED GRADE AT THE
LOCATION WERE INSTALLED.
4. WATER MANS SHALL BE WD AT LEAST 10 FEET LATERALLY FROM EXISTING OR PROPOSED SEWERS
UNLESS THE ELEVATION OF THE BOTTOM OF THE WATER MAIN IS AT LEAST 18 INCHES ABOVE THE TOP OF
THE SEWER WITH A HORIZONTAL SEPARATION OF AT LEAST 3 FEET.
S. WHERE A WATER MAN AND A SANITARY SEWER CROSS, AND THE VERTICAL SEPARATION IS LESS THAN 18
INCHES, OR THE WATER UNE PASSES UNDER THE SEWER, BOT/ THE WATER MAN AND THE SEWER SHALL
BE DUCTILE IRON PIPE EOUIVALENT M WATER MAN STANDARDS FOR A DISTANCE OF 10 FEET ON EACH
SDE AT THE POINT OF CROSSING. ME WATER UNE PIPE SECTION SHALL BE CENTERED AT THE POINT OF
CROSSNQ N NO INSTANCE SHALL THERE BE LESS THAN 1T' CLEARANCE BETWEEN WATER MANS AND
SANITARY OR STORM SEWER MAINS
B. CONTRACTOR SHALL USE A MIN. 20' SECTION DIP CENTERED UNDER STORMWATER PIPE WHERE 24' MIN.
VERIICM CLEARANCE CANNOT BE MET BETWEEN STORMWATER AND WATER.
7. ELECTRONIC MARKER SYSTEM (EMS) BALL MARKERS ARE TO BE INSTALLED ON ALL PVC WATER MAINS.
CONTRACTOR SHALL COORDINATE WITH CHRIS GRIMES WITH TOWN OF F UOUAY-VARINA PUBLIC UTILITIES
& WATER SERVICES SHALL BE EXTENDED FROM THE MAN TO A METER BOX LOCATED WITHIN THE RIGHT OF
WAY. THE METER SHALL BE PLA® AT THE EDGE OF THE SERVICED LOPS RIGHT OF WAY UNE OR
EASEMENT. SERVICE UNE SHALL BE RUN ON A TRUE UNE FROM THE WATERMAIN TO THE METER BOX
AND WHERE POSSIBLE. SERVICE UNE SHALL BE PERPENDICULAR TO THE MAIN UNE NO WATER BOXES OR
VAULTS SHALL BE RA® IN STREETS, SIDEWALKS. PARKING AREAS. OR DRIVEWAYS.
9. MANHOLES SHALL BE SPACED A MAXIMUM DISTANCE OF 400 FEET APART.
10. MANHOLES SHALL BE INSTALLED AT EACH DEFLECTION OF UNE AND/OR GRADE WITH A MINIMUM DROP OF
0.2 FEET. MANHOLES FOR SEWERS GREATER THAN 21 INCHES IN DIAMETER SHALL BE 5 FOOT MANHOLES.
MANHOLES FOR SEWERS 12 FEET OR DEEPER SHALL BE MINIMUM 5 FOOT DIAMETER. MANHOLE TOPS
SHALL BE SET FLUSH WITH PAVEMENT WHERE INSTALLED IN A STREET.
IT. SERVICE CONNECTIONS FOR THE SANITARY SEWER UNES SHOULD HE PERPENDICULAR FROM THE MAIN UNE
TO THE EDGE OF THE SERVICED LOT'S RIGHT OF WAY UNE OR EASEMENT WITH A MINIMUM GRADE OF 1/4
INCH/FOOT FOR 4INCH AND .6 FOOT/100 FOOT FOR 6 INCH. ALL CLEANOUTS SHALL EXTEND A MIN UM
OF 6 INCHES ABOVE THE FINISHED GRADE WHERE A SERVICE UNE IS CONNETED TO A MANHOLE THE
UNE SHAT TERMINATE AT THE EDGE OF THE INVERT IN THE MANHOLE NO CLEANCUTS SHALL BE PLACED
IN STREETS, SIDEWALKS, PARKING AREAS, OR DRIVEWAYS
12. MANHOLES SHALL BE PROVIDED VAIN A WATERTIGHT FRAME AND COVER WITH GASKET. ALL MANHOLE
SEMIS SHALL EE EXTERNALLY TAPED/SEA ED. MANHOLES SIAL BE PROVIDED WITH A FULL WATERPROOF
INTERIOR COATING/LNING WATERTIGHT PIPE CONNECTIONS SHALL BE PROVIDED CONSISTING CF A FLDOBLE
RUBBER BOOT OR COMPRESSION
W
TE CONNECTOR. ALL MANHOLES SHALL BE TESTED IN ACCORDANCE
WITH ASTM C1244 'STANDARD TEST METHOD OF CONCRETE SEWER MANHOLES BY THE NEGATIVE AIR
PRESSURE (VACUUM) TEST PRIOR TO BACKFILL'. Al MANHOLES NOT INCLUDED AS PMT OF A USACOE
404 PERMIT OR DYSION 401 CEPoTFlCATON SHAT MAINTAIN A S ARATON OF NO LESS THAN 10 FEET
FROM WETLANDS
11 ALL FIRE HYDRANTS SHALL BE EQUIPPED WITH 5' STORZ QUICK COUPLING CONNECTIONS
LEGEND
—SS—
SANITARY SEWER UNE
W-
WATER MAIN
----
RIGHT OF WAY / PROPERTY UNE
�SSMH
SANITARY SEWER MANHOLE
O
SANITARY SEWER CLEAN OUT
53
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2 FHA
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— -
- — RIGHT-OF-WAY LINE
PROPERTY LINE
— — — — —
— — EASEMENT UNE
FLOOD HAZARD LINE
RIPARIAN BUFFER UNE
PHASE LIFE
DELINEATED WETLAND LINE
EXISTING WETLANDS
EK COMMON GREEN
EX PRIMARY OPEN SPACE
EX SECONDARY OPEN SPACE
COMMON GREEN
® PRIMARY OPEN SPACE
® SECONDARY OPEN SPACE
06N
50' 0 50' 11 /,
SCALE: 1"=50' (Hot..) NORTH
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AD�F VI W PUBpO��1Igg5 Raleigh, North Carolina 27606 1210 TRINITY ROAD, SUITE 102
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9" 4-,c RALEIGH, NORTH CAROLINA 27607
UTILITY PLAN
PHONE: [phone] --'- PRELIMINARY e'a
mckimcreed.com FAX: [phone] DO NOT USE FOR CONSTRUCTION

BILL CLARK HOMES OF RALEIGH, LLC
PIN 0668660885
OB MIS 68 PG 00708
R-30 RESIDENTIAL
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WTUNE ALL C°HSIRUCTION ACRNTIES ON THIS PROJECT.
2 ALL EROSION CONTROL MEASURES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE WAKE
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4. IF IT IS DETERMINED DURING CONSTRUCTION THAT SIGNIFICANT SEDIMENT IS LEAVING THE
SITE, DESPITE PROPER IMPLEMENTATION AND MAINTENANCE, 11E CRIRACTOR IS OHIGATFD
TO TAKE ADDITIONAL CORRECTIVE ACTION. CONTACT WOO= COUNTY WATERSHED MANAGER ao�
JENNIFER M170HEU, AND ENGINEER WITH ANY ADDITIONAL MEASURES NEEDED.
\ ` I 5. CONTRACTOR SHALL ESTABISH LGROLMOOVER M
ON DISTURBED EAS WITHIN THE NUMBER OF
CALENDAR
DAYS DN TIMEFTER COMPLETION
O PLETION OF IRAN PER THE NPDES GROUNDCOVER
STABIL\ r i
IDD // LINED WAZRAW L � \ 8. CONTRACTOR SHALL ARRANGE PRE -CONSTRUCTION MEETING WIN THE DOER'S
UNMAN, E. MURRAY REPRESENTATIVE ENGINEER AND WAKE COUNTY WATERSHED MANAGER, JENNIFER MITCHELL
I.3' SANa/ER W/
WIN AET /AVER(nP.) /, VICINITY MAP -MCT TO SCALE
/ PIN 0668657715 AND SHALL OBTAIN A LAND DISTURBING PERMIT
I.4' 09F/CE A) / I \ OB 015201 PG 00658 "c
R-30 RESIDENTIAL 7. CONTRACTOR TO POST EROSION CONTROL PERMIT PROMINENTLY ON STE AT ALL TIMES.
\ ' ' 1 1 A CONTRACTOR TO VERIFY LOCATION AND DEPTH OF EXISTING UTUTIES TO AVOID CONFLICT G N R L ND
&�24'
/REE UME ()p -)WIRING INSTALLATION OF EROSNN CONTROL MEASURES ANO SiRY DRAINA(E. CONIRACIRFENCE G2!r_ _ 15 10 CALL 1 -BW -83Y-4949 FOR NC ONE CALL' TO HAVE URURES LOCATED. f• VERALL OED BY H AND RACTO PRION ON THE PLANS SHALL BE CTO(PLAM W ALCVO 2Y' SHA -1- N TI THE FY NERTRACTOR PRIR TO CONR IF ANY DISCREPANOES STRUCTION. CO4RRACTOR
CCVSU'RYAR04 FA33AEI� B. CONTRACTOR OF HAVE A PROFESSRAL Lµ0 SURVEYOR FUG PROPERTY LIKES FAgl1ENi5, CONSTRICTION. NONO AD017IONAL COMPENSATION LL ST BE PAID TO
TO
LANDSCAPE BUFFERS, S1REAN BUFF7DRS TREE PROTELTON ARMS AND LIMITS OF p157Upgµ� INCOOONIR CTORECTLY FOR ANY WORK DONE CH TO DIMENPRS R OT BEES VEAL/ �\INCORRECTLY R TEgPlAN6 F SUR ND1RlCwTlO1 HAS NOT BEEN GIVEN.
/ 10. INSTALL TEMPORARY GRAVEL CONSTRUCTION ENTRANCE, SLT FENCE AND SILTFENCE Lvvr U11U7Y OUTLETS AS SHOWN ON PLANS CIFM OILY AS NECESSARY TO INSTALL THESE DEVICES. 2 CRTRACTR 91AU. NOTIFY'NORTH CARONA ONE CALL AT
&NSW 7D BE CCVVER/ED EASiAlE7Yi 1-800-H32-4949 AT LEAST 4R HOURS PRIOR TO BEGINNING CONSTRUCTION
CO A WE7LMVRUCITON COCIE' �\ 11. CONSTRUCT TEMPORARY 90MMER SEDIMENT BASINS TO THE REWIRED DIYENSONS ANDCR EXCAVATION TO HAVE EXISTING UTWTIES LOCATED. CONTRACTOR TO
NOOPlEfE DAWES, MILTON HOGAN JRA ELEVATIONS AS DETMID IN THESE PLANS RUB ONLY AS NECESSARY TO NSIALL THE CONTACTANY LDCAL ISI MTHATPROVIDETHEIROWNLOCATORDAMES ROSEMARY SAN02KY-DAMES BASNS AND STOCKPILE R PLACE MATFRAL EXCAVATED FROM BASIN INSTALLATION INSTALL SERVICES INDEPENDENT O 'NORTH CARONA ONE CALL.
N PIN 06686575°9 BAFFLES PFR RAN• SEED AND MUL1:H SIDE SLOPES R SEDIMENT BASKS UPON CQIPLETION.
SLOPE I DB 0°5734 PC 00685 INSTALL BIODEGRADABLE MATTING ON SDE SLOPES OF BASINS F NECESSARY TO ESTABLISH A EXISTING UTILITIES AND STRUCTURES SHOWN, BOTH UNDERGROUND AND
L\R.4N (7WP.) R-30 RESDENTAL
1
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\
\ PRIMARY OGEY SPACE
\ (3640 ACRESA7,M0 SFJ)
AS SHOWN S PLANS SEED AND
12 INSTALL TEMPORARY DIVERS! DITCHES AND DIVERSIONS
INSTALL TEMPLINERS R TEMPORARY pVER510N5 AND BERMS IMMEDIATELY AFTER
CONSTRUCTION.
\
13. CONTACT WAIL COUNTY WATERSHED MANAGER, JENNIFER MITCHELL. AND ENGINEER RIPON
COMPLETION OF NIYIAL EROSION CONTROL MEASURES TO OBTAIN A CERTIFICATE OF
Im
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PHASE 1 AND 2
�(UNDER CONSTRUCTION)
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TOWN OF FUQUAY-VARINA
# SUB -PR -2014-08 \ \\
1
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AND APPROVED. CONTRACTOR SHALL BEGIN CLEARING GRUBBING AND ROUGH CR 0 THE
- /
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INTRE (TW.)
TIMFFYMF
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STABILIZATION TIMEFRAMES.
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1 LINOAM-. RONALD W a PATI C
PN 068857404
1 DB 010080 PG OD452
BASINS, SILT FENCE AND OTHER EROSION CONTROL MEASURES LINTY THEY ARE APPROVED
TO BE REMOVED.
R-30 RESGENTAL
HL PERFORM SEEDING AND MULCHING AS REWIRED IN ACCORDANCE WITH THE TEMPORARY AND
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19. BERT STAGE 2 GRADING OPERATIONS SEE SHEET C3.1.
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1. ALL CONSTRUCTION s TO BE PERFORMED N ACCORDANCE WITH CURRENT TOWN O
\
FUWAY-VARINA AND WAKE COUNTY STANDARDS, SPECIFICATIONS A, DETAILS
i1
/
AND APPROVED. CONTRACTOR SHALL BEGIN CLEARING GRUBBING AND ROUGH CR 0 THE
- /
/
STE WITHIN DELINEATED DRAINAGE AREAS ASSOCIATED WITH THE INSTALLED TEMPORARY
SIMMER SEDIMENT BASINS
TIMFFYMF
EXGFRINFMi
1S AFTER COMPLETION GF CEM!ME AND MINING. THE SITE SHALL BE TEMPORARILY
EX COMMON GREEN
STABILIZED EXCEPT N AREAS OF ACTIVE WTML1- IN ACCORDANCE WITH NPOES
swA= 6 SITINSLOPEG
STABILIZATION TIMEFRAMES.
EX PRIMARY OPEN SPACE
IS. BERT ROUGH GRADING WITHIN CLEARING UNITS
EX SECONDARY OPEN SPACE
IT. MAINTAIN AND PROTECT EWSTNO UTIUTIES AT ALL TIMES MAINTAIN DIVERSION DITCHES,
1 LINOAM-. RONALD W a PATI C
PN 068857404
1 DB 010080 PG OD452
BASINS, SILT FENCE AND OTHER EROSION CONTROL MEASURES LINTY THEY ARE APPROVED
TO BE REMOVED.
R-30 RESGENTAL
HL PERFORM SEEDING AND MULCHING AS REWIRED IN ACCORDANCE WITH THE TEMPORARY AND
® SECONDARY OPEN SPACE
PERMANENT SEEDING SCHEDULES LOCATED ON SHEET DI.2
THAN Yf
19. BERT STAGE 2 GRADING OPERATIONS SEE SHEET C3.1.
I\
EROSION CONTROL NOTES
1. ALL CONSTRUCTION s TO BE PERFORMED N ACCORDANCE WITH CURRENT TOWN O
\
FUWAY-VARINA AND WAKE COUNTY STANDARDS, SPECIFICATIONS A, DETAILS
SLOPES &I OR
2 ALL PERMITS RELATING TO ERS PROJECT MUST BE OBTAINED PRIOR TO CONSTRUCTION.
CLNSWVAIT
3. NO LIND DISTLIRBANCE IS PERMITTED ON STE UNTIL A PERMIT IS ISSUED BY WARE
FASEJI�,7 ()
CONN ENVIRONMENTAL SERVICES
\�\
Sao, /REM
4. SEE BID SHEETS DIA ADI.2 FOR EROSION CONTROL DETAILS AND SEMING SCEDUES.
.%TBACr (rM..)
\
LIMITS OF DISTLRBANCE NOTES:
1
\ 1. UNITS O DISTURBANCE LINES ARE CLEARING UNIT LINES WHICH WILL BE FLAGGD
FOR A MINIMUM OF ONE PER 50 -FT R CLOSER DEPENDING ON NOBILITY.
I
2 SLT FENCE AND TREE PROTECTION FENCE ONES ALSO DWNEATE THE UNITS R
DISTURBANCE ALL SLT FENCING R TREE PROTECTION FENCING SHALL E
INSTALLED INSIDE LIMITS O DISTURBANCE
DOUGLAS• AMY BEEN h
3 TOTAL DISTURBED AREA 5>S A"-
WYNNE, DONALD OWANE
PIN 0668656295
OB C115295 PC 00410
R-30 RESDENTIAL
I
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IMGNESH, DARLENE I a JOHN
PIN 0668656058
DS 009317 PC 01847
R-30 RESIDENTIAL
�I
1
I
11 X
I' WHITE. JAMES H A KIMBERLY C
PIN 0868647936
DB
R-3300 RESIDENTIAL
PG AL
RE
UTTER. WAYNE A - -
PIN 0886846891
OB 009313 PG 01419
R-30 RESIDENTIAL
AXel�w
ABOVE GROUND. ARE BASED ON BEST AVAILABLE RECON DRAWINGS
4. SOL UNDER PROPOSED BUILDINGS, PAVED AREAS AND WITHIN SLOPES
GREATER 1Hµ 3:1 (H:\) SHALL BE APPROVED, PLACED AND COMPACTED
AS RECOMMENDED BY THE GEOTECHNICAL ENGINEER. THE SE SOILS SHALL BE
COMPACTED TO THE STANDARD PROCTOR MAXIMUM DRY DENSITY UNLESS
OTHERWISE RECOMMENDED BY WE GEOTECHNICAL ENGINEER.
5. ALL GRACED MEAS SHALL BE SLOPED SUCH THAT NO AREAS OF STANDING
WATER OCCUR AND ALL AREAS POSITIVELY DRAM TO DRAINAGE
STRUCTURES SWAIES OR STORYWATER MANAGEMENT FACILITIES.
B. GRADED SLOPES STEEPER THAN 3:1 SHALL E STABILIZED WITH WRLEX
SINGLE NET (CURL -EX 1) MATTING BY AMERICAN EXCELSIOR COMPANY R
APPROVED EQUAL
7. CONTRACTOR IS RESPONSIBLE FOR PROTECTION O ALL PROPERTY CORNERS
AND SHALL REPLACE ALL MARKERS REMOVED F DAMAGED DURING
CONSTRUCTION.
B CONTRACTOR IS RESPONSIBLE FOR DEWATERING AS NECESSARY
THROUGHOUT CONSTRUCTION.
9. CONTRACTOR IS RESPONSIBLE FOR ADHERING TO ALL PERMIT CONDITIONS
MONITORING AND REPORTING REQUIREMENTS.
I I CONCRETE SIDEWALK
---------- LOT UNE
EXISTING WETLANDS
- - - - - - - RIGHT -CF -WAY LINE
TIMFFYMF
EXGFRINFMi
CENTER LINE
EX COMMON GREEN
NONE
swA= 6 SITINSLOPEG
---------- PROPERTY LINE
EX PRIMARY OPEN SPACE
BOMB ealle BOOM BOB BONN 11111111 PHASE LINE
EX SECONDARY OPEN SPACE
----------------------- EXISTING V CONTOUR
COMMON GREEN
------450------ EXISTING V CONTOUR
® PRIMARY OPEN SPACE
1110 PROPOSED 1' CONTOUR
® SECONDARY OPEN SPACE
PROPOSED 5' CONTOUR
THAN Yf
M I Wall I IMINE I = LIMITS OF DISTURBANCE
10. R IES N
FLOOD HAZARD LINE
_
RIPARIAN BUFFER LINE
SLOPES &I OR
------- DELINEATED WETLAND LINE
7 DAYS FOR SLOPES
----------------------- EASEMENT LINE
NPDBS OROUNDCOVER STAB& IZATION
TIMEFRAIMES
FIFE AM
OFFCAW W ON
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7 DAYS
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9DPES STEEP
7 DAYS
14 DAYS FOR SLOPES
THAN Yf
Raleigh, North Carolina 27606
Phone: [phone], Fax: [phone]
F -1x22
10. R IES N
GRADING, DRAINAGHE AND EROSION
CONTROL
_
LENGTHAND NOT
STEEPER THAN 21
SLOPES &I OR
14 DAYS
7 DAYS FOR SLOPES
FATIEA
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LENGTH
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14 DAYS
F
NONE, EnEPTOR
WITH S1FES FUATIER
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PERIMETERS ANO HOW
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NEW DIVERSION DITCH
NEW STRAW WATTLE
SONOMA SPRINGS SUBDIVISION
TEMPORARY CONSTRUCTION ENTRANCE
O 50'
SLOPE DRAIN
SILT FENCE/TREE PROTECTION /\
FENCE WITH SILT FENCE OUTLET "
-• s- TEMPORARY PLT FENCE
NORTH
SONOMA SPRINGS SUBDIVISION
50'
O 50'
(ELII NARf PiA$J
� CM&�
4w1730V.tyDrIVe,SMIDa500
___
ONUl�'IA S I� -
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FU UAY-VARINA NORTH CAROLINA
DESIGNED
F��EVI W PUR S
'"PET
Raleigh, North Carolina 27606
Phone: [phone], Fax: [phone]
F -1x22
1210 TRINITY ROAD, SUITE lot
RALEIGH, NORTH CAROLINA 27607
GRADING, DRAINAGHE AND EROSION
CONTROL
_
PROD. MG]A.
PET N/A
--ciOmcreel.com
PHONE: [phone]
FAX: [phone]
PLAN
STAGE 1
NORTH
50'
O 50'
100'
SCALE: 1'-50' (Horiz.)
DATE. DECE-BER
19. 2016 SCALE
"s.
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PROD. MG]A.
PET N/A
STATUS
PRELIMINARY
Gnrs,m.
DO NOT USE FOR CONSTRUCTION

1
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1
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CY-261
GAMES. MILTON HOGAR JR W
DAMES, ROSEMARY SAN02KY-DA
PIN 0668657509
DB 005734 PG 00685
R-30 RESIDENTIAL
I UNDAMOOD, RONALD W a PATTI C
HN DB6857404
DO
010080 PG 00452
/ R-30 RESIDENTIAL
I
I
1
IMICNOSH, DARLENE I a JOHN
PN 0688858058
DB 009317 PG 01847
R-30 RESIDENTIAL
I WHITE. JAMES H 6: KIMBERLY G
I
HN 0688647936
I DB 005830 PG 00267
E/W'-20695
R-30 RESIDENTIAL
TEMPORARY 24' OPP \;I
INSTALLED
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HN DB6857404
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010080 PG 00452
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PN 0688858058
DB 009317 PG 01847
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RETAINING WALL NOTES:
1. RETAINING WALL DESIGN IS BY OTHERS OWNER SHALL PROCURE A
QUAIJFlED RETAINING WALL DESGER FOR THE PROJECT. RETAINING
WALL INFORMATION SHOWN ON THESE PLANS ARE FOR LOCATION AND
GRADE INFORMATION ONLY. OWNER RESPONSIBLE FOR PROVIDING
NECESSARY INFORM nW TU WALL DESIGNER AS REWIRED FOR
PROPER DESIGN OF RETAINING WALLS.
2. TOP GRADE OF WALL AND BOTTOM GRADE OF WALL SPECIFIED IN
PLANS ARE INTENDED TO BE THE FINISHED PAVEMENT OR EARTH
GRADE THE WALL DESIGNER SHALL AD11ST SHOP DRAWING WALL
ELEVATIONS FOR THE TOP AND BOTTOM OF WALL TO MEET SPECIFIC
PRODUCT DESIGN CRITERIA AND WALL GEOMETRY AS NECESSARY TO
ACHIEVE DESIRED FINISHED GRADES THE HORIZONTAL WALL LOCATION
AS SHOWN IS THE FINISHED LOCATION OF THE BOTTOM OF WALL THE
WALL DESIGNER SHALL COORDINATE WITH THE ENGINEER TO VERIFY
WHETHER CONFLICTS EXIST. THE WALL DESIGNER STALL NOTIFY THE
ENGINEER IN CASE OF ANY OONFUCTS, INCLUDING BUT NOT UNITED
EXISTING OR PROPOSED UTILITIES WALL BATTER. GEOGRID PLACEMENT,
ETC, OR IF ANY ASPECT OF WALL PLACEMENT CAN NOT BE
ACCOMPLISHED. ALL WORK RELATED TO THE RETAINING WALL
CONSTRUCTON SHALL BE ACCOMPLISHED WITHIN THE BOUNDARIES OF
THE PROJECT PROPERTY, WITHOUT WHPACTING BUFFERS
3 IT 15 THE RESPONSIBILITY OF THE OWNER AND WALL DESIGNER TO
ASSURE THAT THE REWIRED SGL BEARING PRESSURE, SUBSURFACE
CRAINAG.E AND SURFACE DRAINAGE ARE ACHIEVED AS RELATED TO
THE RETAINING WALL DESIGN. THIS SHOULD BE VERIFIED BY A
GEOTECHNICAL ENGINEER. SPECIAL ATTENTION IS REWIRED TO ENSURE
BEARING CAPACITY HAS BEEN ACHIEVED AT LOCATIONS WHERE PIPE
PENETRATIONS ARE TO OCCUR IT SHALL BE THE RESPWSIBIFIY OF
THE CLIENT TO HROMDE QUALITY CONTROL / QUALITY ASSURANCE
TESTING ASSOCIATED NTH THE WALL CONSTRUCTION. THE
GEOTECHNICAL ENGINEER CR WALL DESIGNER SHALL PROVIDE ANY
CERTIFICATIONS AS MAY BE REWIRED TO SHOW COMPLIANCE NTH
ORIGINAL DESIGN DOCUMENTS AS RELATED TO THE WALL DESIGN AND
CONSIRUCTIGI.
46
V M O MC7 CSD ,
— —
H. C1q
E�Ar v ONO1vIA SpI�INCj
�� _ 1730 Varsity Dn ve, S.D. 500
F VI W PUB�CI�5 Raleigh, North Carolina 27606 1210 TRINITY ROAD, SUITE 102
I:'°" Phone: [phone], Fax: [phone]
•,9f. ��-,c F-1222 RALEIGH, NORTH CAROLINA 27607
- I111111rrr1 PHONE: [phone]
mcWmcraad.com FAX: [phone]
GRADING NOTES:
1. ALL CONSTRUCTION IS TO BE PERIDRMED IN ACCORDANCE WITH CURRENT
TOWN OF FUOUAY-VARINA STANDARDS. SPECIFICATIONS 6: DETAILS
2 ALL PERMITS RELATING TO THIS PROJECT MUST BE OBTAINED PRIOR TO
CONSTRUCTION. CONTRACTOR IS RESPONSIBLE FOR ADHERING TO ALL
PERMIT CONDITIONS, MONITORING AND REPORTING REQUIREMENTS.
1 NO LAND DISTURBANCE IS PERMITTED ON SITE UNTIL A PERMI7 IS ISSUED
BY WAIF COUNTY ENVIRONMENTAL SERVICES.
STORM DRAINAGE NOTES
1. STORM DRAINAGE PIPES SHALL BE
RCP/CLASS III FOR STORM DRAINAGE INSIDE PUBUC R/W OR CONNECTING
INTO STRUCTURE INSIDE PUBUC R/W IN ACCORDANCE NTH TOWN OF
FUWAY-VARINA AND NCOOT STANDARDS UNLESS NOTED OTHERNSE
2 ALL CONCRETE SHALL MEET A MINIMUM 3,000 PSI COMPRESSIVE STRENGTH.
3. ALL RPE IN STORM DRAM! STRUCTURES SHALL BE STRUCK EVEN NTH
INSIDE WAIL.
4. THE INTERIOR SURFACES ED ALL STORM DRAINAGE STRUCTURES STALL BE
POINTED UP AND SMOOTHED TO AN ACCEPTABLE STANDARD USING MORTAR
MIMED lD MANUFACTURER'S SPEOFlCATONS.
& ALL BACKFLL SHALL BE NOH -PLASTIC IN NATURE, FREE FROM ROOTS,
VEGETATION MATTER, WASTE CONSTRUCTION MATERIAL OR OTHER
OBJECTIONABLE MATERIAL UTILIZED MATERIAL STALL BE CAPABLE OF BEING
COMPACTED BY MECHANICAL MEANS AND SHALL HAVE NO TENDENCY TO
FLOW OR BEHAVE IN A PLASTIC MANNER UNDER THE TAMPING BLOWS OR
PROOF ROVING
6. MATERIALS DEEMED AS UNSUITABLE FOR BACKFILL PURPOSES BY THE
OWNER'S REPRESENTATIVE SHALL BE REMOVED AND REPLACED NTH
SUITABLE MATERIAL
7. BACKFlWNG OF TRENCHES SHALL BE ACCOMPLISHED IMMEDIATELY AFTER
PIPE IS WD. THE FILL AROUND THE PIPE SHALL BE THOROUGHLY
COMPACTED TO BSL OF THE MAXIMUM DRY DENSITY OBTAINABLE WITH THE
STANDARD PROCTOR TEST. THE 70P EIGHT (B) INCHES SHALL BE
COMPACTED TO 100% STANDARD PROCTOR
8 UNDER NO CIRCUMSTANCES SHALL WATER BE ALLOWED TO RISE IN
UNBACKFlLLED TRENCHES AFTER HPE HAS BEEN PLACED.
9. RIM ELEVATIONS OF STORM DRAIN STRUCTURES SHALL BE FIELD VERIFIED.
10 STORM DRAINAGE NTHIN PRIVATE EASEMENTS TO BE OWNED• O"RA"TED
AND MAINTAINED BY HOME OWNER'S ASSOCIATION OR AGENT THEREOF.
11. L04 5 SHOWN FOR STORM DRAINAGE PIPES ARE MEASURED FROM CENTER
OF STORM STRUCTURES AND TO ENDS OF FARED END SECTIONS SLOPES
CALCULATED ARE BASED ON THIS LENGTH.
12 0 DENOTES CURB INLETS TO BE INSTALLED IN THE CURB UNES OF
ROADWAYS REFER TO DETAILS ON SHEET D4.1.
11 ALL OURS INLETS SHALL HAVE TEMPORARY INLET PROTECTION UNTIL THE
SITE HAS PERMANENT STABILIZATION.
14. TEMPORARY SKIMMER BASIN 62 IS TO BE MUCKED OUT BY CONTRACTOR
AND CONVERTED TO WE7 DETENTION POND /1 AFTER STE IS FULLY
STABILIZED.
1A" SEE SEFf C5.0 FOR ROADWAY PLAN AND PROFILES SEE SHEET D4.5 FOR
STORM MANAGE SIMMARY TABLE
0 CONCRETE SIDEWALK ---------- LOT UNE
EXISTING WETLANDS RIGHT-OF-WAY UNE
EX COMMON GREEN CENTER UNE
-- -�--� PROPERTY UNE
EX PRIMARY OPEN SPACE PHASE LINE
EX SECONDARY OPEN SPACE ----- —_-------------- EXISTING 1' CONTOUR
COMMON GREEN ------460------ EXISTING 5' CONTOUR
® PRIMARY OPEN SPACE PROPOSED 1' CONTOUR
® SECONDARY OPEN SPACE PROPOSED 5' CONTOUR
� I I 11111 111 LIMITS OF DISTURBANCE
FLOOD HAZARD LINE
TO RIPARIAN BUFFER LINE
— _ — _ _ _ _ DELINEATED WETLAND LINE
EASEMENT LINE
----------8-------- BAFFLE
i NEW DIVERSION DITCH
9 NEW SAFETY FENCE
NEW STRAW WATTLE
TEMPORARY CONSTRUCTION ENTRANCE
SLOPE DRAIN
SILT FENCE/TREE PROTECTION
FENCE WITH SILT FENCE OUTLET
„ 50' 0 50' 700'
NORTH SCAM- T'-50' (Horiz.)
SONOMA SPRINGS SUBDIVISION DATE: DECEWBER 19]�16 KAP w"a
PHASE 3 NILEPROD 4 04 4( 3.x
DRAWN FU UAY-VARINA NORTH CAROLINA °Es''E° °°01ECKED �ERncAL: C3.2
GRADING T DRAINAGE AND EROSION 0.0 NR. wA
CONTROL PLANPRELIMINARY
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RETAINING WALL NOTES:
1. RETAINING WALL DESIGN IS BY OTHERS OWNER SHALL PROCURE A
QUAIJFlED RETAINING WALL DESGER FOR THE PROJECT. RETAINING
WALL INFORMATION SHOWN ON THESE PLANS ARE FOR LOCATION AND
GRADE INFORMATION ONLY. OWNER RESPONSIBLE FOR PROVIDING
NECESSARY INFORM nW TU WALL DESIGNER AS REWIRED FOR
PROPER DESIGN OF RETAINING WALLS.
2. TOP GRADE OF WALL AND BOTTOM GRADE OF WALL SPECIFIED IN
PLANS ARE INTENDED TO BE THE FINISHED PAVEMENT OR EARTH
GRADE THE WALL DESIGNER SHALL AD11ST SHOP DRAWING WALL
ELEVATIONS FOR THE TOP AND BOTTOM OF WALL TO MEET SPECIFIC
PRODUCT DESIGN CRITERIA AND WALL GEOMETRY AS NECESSARY TO
ACHIEVE DESIRED FINISHED GRADES THE HORIZONTAL WALL LOCATION
AS SHOWN IS THE FINISHED LOCATION OF THE BOTTOM OF WALL THE
WALL DESIGNER SHALL COORDINATE WITH THE ENGINEER TO VERIFY
WHETHER CONFLICTS EXIST. THE WALL DESIGNER STALL NOTIFY THE
ENGINEER IN CASE OF ANY OONFUCTS, INCLUDING BUT NOT UNITED
EXISTING OR PROPOSED UTILITIES WALL BATTER. GEOGRID PLACEMENT,
ETC, OR IF ANY ASPECT OF WALL PLACEMENT CAN NOT BE
ACCOMPLISHED. ALL WORK RELATED TO THE RETAINING WALL
CONSTRUCTON SHALL BE ACCOMPLISHED WITHIN THE BOUNDARIES OF
THE PROJECT PROPERTY, WITHOUT WHPACTING BUFFERS
3 IT 15 THE RESPONSIBILITY OF THE OWNER AND WALL DESIGNER TO
ASSURE THAT THE REWIRED SGL BEARING PRESSURE, SUBSURFACE
CRAINAG.E AND SURFACE DRAINAGE ARE ACHIEVED AS RELATED TO
THE RETAINING WALL DESIGN. THIS SHOULD BE VERIFIED BY A
GEOTECHNICAL ENGINEER. SPECIAL ATTENTION IS REWIRED TO ENSURE
BEARING CAPACITY HAS BEEN ACHIEVED AT LOCATIONS WHERE PIPE
PENETRATIONS ARE TO OCCUR IT SHALL BE THE RESPWSIBIFIY OF
THE CLIENT TO HROMDE QUALITY CONTROL / QUALITY ASSURANCE
TESTING ASSOCIATED NTH THE WALL CONSTRUCTION. THE
GEOTECHNICAL ENGINEER CR WALL DESIGNER SHALL PROVIDE ANY
CERTIFICATIONS AS MAY BE REWIRED TO SHOW COMPLIANCE NTH
ORIGINAL DESIGN DOCUMENTS AS RELATED TO THE WALL DESIGN AND
CONSIRUCTIGI.
46
V M O MC7 CSD ,
— —
H. C1q
E�Ar v ONO1vIA SpI�INCj
�� _ 1730 Varsity Dn ve, S.D. 500
F VI W PUB�CI�5 Raleigh, North Carolina 27606 1210 TRINITY ROAD, SUITE 102
I:'°" Phone: [phone], Fax: [phone]
•,9f. ��-,c F-1222 RALEIGH, NORTH CAROLINA 27607
- I111111rrr1 PHONE: [phone]
mcWmcraad.com FAX: [phone]
GRADING NOTES:
1. ALL CONSTRUCTION IS TO BE PERIDRMED IN ACCORDANCE WITH CURRENT
TOWN OF FUOUAY-VARINA STANDARDS. SPECIFICATIONS 6: DETAILS
2 ALL PERMITS RELATING TO THIS PROJECT MUST BE OBTAINED PRIOR TO
CONSTRUCTION. CONTRACTOR IS RESPONSIBLE FOR ADHERING TO ALL
PERMIT CONDITIONS, MONITORING AND REPORTING REQUIREMENTS.
1 NO LAND DISTURBANCE IS PERMITTED ON SITE UNTIL A PERMI7 IS ISSUED
BY WAIF COUNTY ENVIRONMENTAL SERVICES.
STORM DRAINAGE NOTES
1. STORM DRAINAGE PIPES SHALL BE
RCP/CLASS III FOR STORM DRAINAGE INSIDE PUBUC R/W OR CONNECTING
INTO STRUCTURE INSIDE PUBUC R/W IN ACCORDANCE NTH TOWN OF
FUWAY-VARINA AND NCOOT STANDARDS UNLESS NOTED OTHERNSE
2 ALL CONCRETE SHALL MEET A MINIMUM 3,000 PSI COMPRESSIVE STRENGTH.
3. ALL RPE IN STORM DRAM! STRUCTURES SHALL BE STRUCK EVEN NTH
INSIDE WAIL.
4. THE INTERIOR SURFACES ED ALL STORM DRAINAGE STRUCTURES STALL BE
POINTED UP AND SMOOTHED TO AN ACCEPTABLE STANDARD USING MORTAR
MIMED lD MANUFACTURER'S SPEOFlCATONS.
& ALL BACKFLL SHALL BE NOH -PLASTIC IN NATURE, FREE FROM ROOTS,
VEGETATION MATTER, WASTE CONSTRUCTION MATERIAL OR OTHER
OBJECTIONABLE MATERIAL UTILIZED MATERIAL STALL BE CAPABLE OF BEING
COMPACTED BY MECHANICAL MEANS AND SHALL HAVE NO TENDENCY TO
FLOW OR BEHAVE IN A PLASTIC MANNER UNDER THE TAMPING BLOWS OR
PROOF ROVING
6. MATERIALS DEEMED AS UNSUITABLE FOR BACKFILL PURPOSES BY THE
OWNER'S REPRESENTATIVE SHALL BE REMOVED AND REPLACED NTH
SUITABLE MATERIAL
7. BACKFlWNG OF TRENCHES SHALL BE ACCOMPLISHED IMMEDIATELY AFTER
PIPE IS WD. THE FILL AROUND THE PIPE SHALL BE THOROUGHLY
COMPACTED TO BSL OF THE MAXIMUM DRY DENSITY OBTAINABLE WITH THE
STANDARD PROCTOR TEST. THE 70P EIGHT (B) INCHES SHALL BE
COMPACTED TO 100% STANDARD PROCTOR
8 UNDER NO CIRCUMSTANCES SHALL WATER BE ALLOWED TO RISE IN
UNBACKFlLLED TRENCHES AFTER HPE HAS BEEN PLACED.
9. RIM ELEVATIONS OF STORM DRAIN STRUCTURES SHALL BE FIELD VERIFIED.
10 STORM DRAINAGE NTHIN PRIVATE EASEMENTS TO BE OWNED• O"RA"TED
AND MAINTAINED BY HOME OWNER'S ASSOCIATION OR AGENT THEREOF.
11. L04 5 SHOWN FOR STORM DRAINAGE PIPES ARE MEASURED FROM CENTER
OF STORM STRUCTURES AND TO ENDS OF FARED END SECTIONS SLOPES
CALCULATED ARE BASED ON THIS LENGTH.
12 0 DENOTES CURB INLETS TO BE INSTALLED IN THE CURB UNES OF
ROADWAYS REFER TO DETAILS ON SHEET D4.1.
11 ALL OURS INLETS SHALL HAVE TEMPORARY INLET PROTECTION UNTIL THE
SITE HAS PERMANENT STABILIZATION.
14. TEMPORARY SKIMMER BASIN 62 IS TO BE MUCKED OUT BY CONTRACTOR
AND CONVERTED TO WE7 DETENTION POND /1 AFTER STE IS FULLY
STABILIZED.
1A" SEE SEFf C5.0 FOR ROADWAY PLAN AND PROFILES SEE SHEET D4.5 FOR
STORM MANAGE SIMMARY TABLE
0 CONCRETE SIDEWALK ---------- LOT UNE
EXISTING WETLANDS RIGHT-OF-WAY UNE
EX COMMON GREEN CENTER UNE
-- -�--� PROPERTY UNE
EX PRIMARY OPEN SPACE PHASE LINE
EX SECONDARY OPEN SPACE ----- —_-------------- EXISTING 1' CONTOUR
COMMON GREEN ------460------ EXISTING 5' CONTOUR
® PRIMARY OPEN SPACE PROPOSED 1' CONTOUR
® SECONDARY OPEN SPACE PROPOSED 5' CONTOUR
� I I 11111 111 LIMITS OF DISTURBANCE
FLOOD HAZARD LINE
TO RIPARIAN BUFFER LINE
— _ — _ _ _ _ DELINEATED WETLAND LINE
EASEMENT LINE
----------8-------- BAFFLE
i NEW DIVERSION DITCH
9 NEW SAFETY FENCE
NEW STRAW WATTLE
TEMPORARY CONSTRUCTION ENTRANCE
SLOPE DRAIN
SILT FENCE/TREE PROTECTION
FENCE WITH SILT FENCE OUTLET
„ 50' 0 50' 700'
NORTH SCAM- T'-50' (Horiz.)
SONOMA SPRINGS SUBDIVISION DATE: DECEWBER 19]�16 KAP w"a
PHASE 3 NILEPROD 4 04 4( 3.x
DRAWN FU UAY-VARINA NORTH CAROLINA °Es''E° °°01ECKED �ERncAL: C3.2
GRADING T DRAINAGE AND EROSION 0.0 NR. wA
CONTROL PLANPRELIMINARY
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PIN 0668657715
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DAWES, MILTON HOGAN JR h
DAWES. ROSEMARY SAN02KY-DAWES
PIN 0668657509
DB 005734 PG 00685
R-30 RESIDENTIAL
UNDAMODD, RONALD W k PATTI C
PIN 056857404
DB 010080 PG 00452
R-30 RESIDENTIAL
CONmwARBV EASEMENT
PLANAlim E
DOUGLAS. AMY BETH &
WYNNE, DONALD DWANE
PIN 0668656295
DB 015295 PC 00410
R-30 RESIDENTIAL
Md1EISH, DARLENE I @ JOHN
PIN 0568656D58
DB 009317 PG 01847
R-30 RESIDENTIAL
MC
XWHITE, JAMES H & KIMBERLY G
PIN 0668647936
D8 005830 PG 00267
R-30 RESOENTAL
SINGLE ROW OF NEWE
100' (typ. action) R. STEVENS HOLLY
PLANTED 12' ON
CENTER IN 7 GAL
CONT.
25' EASEMENT C) 0 - - 000
v i•�' BUILDING SETBACK LINE
PROPOSED LOT LINES
PROPOSED LOTS
PROPOSED LANDSCAPE EASEMENT PLANTING
SCALE 1' - 40'
SINGLE ROW OF SOUTHERN
100' (t)p. Section) WAX MYRTLE (MYRICA
CERIFERA) PLANTED 8' ON
CENTER IN 7 GAL. CONT.
25' EASEMENT 000000000000000000000000
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BUFFER NOTES:
1. BUFFER PLANTINGS ARE LOCATED WTHIN PROPOSED RESIDENTIAL LATS AND R67ALLM AS EACH LAT IS
DEVELOPED. SUBDIVISION'S HOMEOWNERS ASSOCATIOM WILL BE RESPONSIBLE TO MAINTAIN THESE
BUFFER PLANTINGS.
2. EXISTING VEGETATION WITHIN THESE BUFFER AREAS MEETING THE SCREENING BUFFER REQUIREMENTS CAN
BE USED IN-UEU OF PROPOSED PLANTING UPON APPROVAL OF THE TOWN. EXISTING VEGETATION MUST
BE NOTED TO BE RETAINED AND MAINTAINED 'MAIN LATS RECORDED PLAT/LEGAL DOCUMENTS
3. FOR LOTS WITH CONSERVATION EASEMENT PLANTING B. THE EXISTING VEGETATION LMDERSTORY WILL BE
CLEARED WT AND TALLER EXISTING TREES WW1 REMAIN AND THE NEW LANDSCAPING PLANTED AS
SHOWN IN DETAIL
4. THE SUBDIVISION'S HOMEOWNERS ASSOCIATION SHALL HAVE AUTHORITY TO REPLACE ANY REWIRED
STREET TREES THAT PROPERTY OWNERS FAIL TO MAINTAIN. IF A PROPERTY OWNER REMOVES A REWIRED
STREET TREE THE HOMEOWNERS ASSOCIATION WILL HAVE AUTHORITY TO REPLACE THE STREET TREE AT
THE SAME CALIPER IT WAS INSTALLED PER THESE BANS AND CHARGE PROPERTY OWNER.
s s
0.—eam" SONOMA PRINGS SUBDIVISION
IR vMrIQM�CR D ONOMA�SPRINC3 PHASE 3
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1730 Varsity Dri e, Suite 500
Raleigh, North Carolina 27606 1210 TRINITY ROAD, SUITE 102
Phone:[phone], Fax:[phone]
Fly S F 1222 RALEIGH, NORTH CAROLINA 27607
le�LANDSCAPE PLAN
w.r.P+N' PHONE: [phone]
.—iritkimcreed.ccm FAX: [phone]
LEGEND
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RIGHT-OF-WAY UNE
CENTER LINE
— - - — - - PROPERTY UNE
r� I• PHASE LINE
— — — — — — — EASEMENT UNE
FLOOD HAZARD UNE
RIPARIAN BUFFER UNE
DELINEATED WETLAND UNE
0 CONCRETE SIDEWALK
EXISTING WETLANDS
EJC COMMON GREEN
IX PRIMARY OPEN SPACE
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4' PVC SS (DESIGNED BY OTHERS) • I \FOR PLAN AND 1
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CURB (TW..) 1 11 1' WATER METER 119 ♦ 122 123
CI -190 1 I REMOVE EXISTING
( SSMH-37' SERNCE (IYP.) \ \ 1 MJ PLUG AND EXTEND
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ANNABEL DRIVE PROFILE
(29' B -B, 50' PUBLIC R/W, STA. 10+00.00 TO 17+68.63)
SCALE: (Horiz.) 1-=50'; (Vert.) 1'=5'
` SONOMA SPRINGS SU
BDIVISION
4UMM&CREED `ONOMAapp J C3 PHASE 340N
FU UAY-VARINA NORTH CAROLINA
v c 1T3igh,NorthCa Sui0e500 PLAN &PROFILE
Raleigh, North 3-8091 276:6 1210 TRINITY ROAD, SUITE 102
F�EVI W PUBS Rhona: [phone], Fax: [phone] ANNABEL DRIVE
F-1 22 RALEIGH, NORTH CAROLINA 27607
�''ruuniun •P`O�`` PHONE: [phone]
w.mcklmcrsed.com FAX: [phone] %STA. 10+00 TO STA. 17+68.63
DATE- DECENEBER 19. ]OSE SCALE ••i'u, roam
n7�H1o� • o•esiao is CS.X
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1
EX. 2' BLOWOFF I
ASSEMBLY
I � l
1 12• R - \ 1.jo \ ��
•
2.5' V 5.0' CONG
- ♦ ♦. s • ♦ 8' PVC SS
--- ---
-------- -_--' - SSMH-36 ` SIDEWALK (TYP.) \ RETAINING WALL B' (TYP.) • . • FHA') ♦ SEE SHEET Cal I
4' PVC SS (DESIGNED BY OTHERS) • I \FOR PLAN AND 1
ALLEY \ SERVICE (77.) ♦ PROFILE 1
CURB (TW..) 1 11 1' WATER METER 119 ♦ 122 123
CI -190 1 I REMOVE EXISTING
( SSMH-37' SERNCE (IYP.) \ \ 1 MJ PLUG AND EXTEND
117
114 I 115 I 116 1 \ 11 B ♦ — ♦ — — — _ _ -- _ — — _ B' SDR 35 sew/7.wY SEWER
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ANNABEL DRIVE PROFILE
(29' B -B, 50' PUBLIC R/W, STA. 10+00.00 TO 17+68.63)
SCALE: (Horiz.) 1-=50'; (Vert.) 1'=5'
` SONOMA SPRINGS SU
BDIVISION
4UMM&CREED `ONOMAapp J C3 PHASE 340N
FU UAY-VARINA NORTH CAROLINA
v c 1T3igh,NorthCa Sui0e500 PLAN &PROFILE
Raleigh, North 3-8091 276:6 1210 TRINITY ROAD, SUITE 102
F�EVI W PUBS Rhona: [phone], Fax: [phone] ANNABEL DRIVE
F-1 22 RALEIGH, NORTH CAROLINA 27607
�''ruuniun •P`O�`` PHONE: [phone]
w.mcklmcrsed.com FAX: [phone] %STA. 10+00 TO STA. 17+68.63
DATE- DECENEBER 19. ]OSE SCALE ••i'u, roam
n7�H1o� • o•esiao is CS.X
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ANNABEL DRIVE PROFILE
(29' B -B, 50' PUBLIC R/W, STA. 10+00.00 TO 17+68.63)
SCALE: (Horiz.) 1-=50'; (Vert.) 1'=5'
` SONOMA SPRINGS SU
BDIVISION
4UMM&CREED `ONOMAapp J C3 PHASE 340N
FU UAY-VARINA NORTH CAROLINA
v c 1T3igh,NorthCa Sui0e500 PLAN &PROFILE
Raleigh, North 3-8091 276:6 1210 TRINITY ROAD, SUITE 102
F�EVI W PUBS Rhona: [phone], Fax: [phone] ANNABEL DRIVE
F-1 22 RALEIGH, NORTH CAROLINA 27607
�''ruuniun •P`O�`` PHONE: [phone]
w.mcklmcrsed.com FAX: [phone] %STA. 10+00 TO STA. 17+68.63
DATE- DECENEBER 19. ]OSE SCALE ••i'u, roam
n7�H1o� • o•esiao is CS.X
DRAWN KPK HC%21ZDNT/LL'. ou'xpc xlMF
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ANNABEL DRIVE PROFILE
(29' B -B, 50' PUBLIC R/W, STA. 10+00.00 TO 17+68.63)
SCALE: (Horiz.) 1-=50'; (Vert.) 1'=5'
` SONOMA SPRINGS SU
BDIVISION
4UMM&CREED `ONOMAapp J C3 PHASE 340N
FU UAY-VARINA NORTH CAROLINA
v c 1T3igh,NorthCa Sui0e500 PLAN &PROFILE
Raleigh, North 3-8091 276:6 1210 TRINITY ROAD, SUITE 102
F�EVI W PUBS Rhona: [phone], Fax: [phone] ANNABEL DRIVE
F-1 22 RALEIGH, NORTH CAROLINA 27607
�''ruuniun •P`O�`` PHONE: [phone]
w.mcklmcrsed.com FAX: [phone] %STA. 10+00 TO STA. 17+68.63
DATE- DECENEBER 19. ]OSE SCALE ••i'u, roam
n7�H1o� • o•esiao is CS.X
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DATE- DECENEBER 19. ]OSE SCALE ••i'u, roam
n7�H1o� • o•esiao is CS.X
DRAWN KPK HC%21ZDNT/LL'. ou'xpc xlMF
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• �. f7, . • • • // 1 1
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SANITARY SEWER OUTFALL PLAN
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9+50 1D+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50
SANITARY SEWER OUTFALL PROFILE
SCALE: (Horiz.) 1"-50'; (Vert.) 1 "-5'
a-202
a-202 AIC
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121 D� a-•197
38' CLASS IV RCP `
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RALEIGH, NORTH CAROLINA 27607
PLAN &PROFILE
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F-1222
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SANITARY SEWER OUTFALL PROFILE
SCALE: (Horiz.) 1"-50'; (Vert.) 1 "-5'
a-202
a-202 AIC
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121 D� a-•197
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Raleigh, North Carolina 27606
Phone: [phone], Fax: [phone]
D8L CI -200 • ^?
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36" CULVERT
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crus nunxF
SPIN
SONOMA SPRINGS UBDIVISION
PHASE 3VR�&�`OrOMA
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FU UAY-VARINA NORTH CAROLINA
DJ67{9
Fq#EVI W PUBS
3DvarscrDn.a,seloesDD
Raleigh, North Carolina 27606
Phone: [phone], Fax: [phone]
1210 TRINITY ROAD, SUITE loz
RALEIGH, NORTH CAROLINA 27607
PLAN &PROFILE
„�fT. p`1 pa`s
F-1222
LAd. MQL CFH
.S. OUTFALL -STA. 10+00.00 TO STA. 1s+5
annum
ww—W—rasd.com
PHONE: [phone]
FAX: [phone]
CULVERT -STA. 10+00.00 TO STA. 10+74.78
9 FI\MR.
mmomI
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.
9+50 10+00 10+50 11+00 11+50
36" CULVERT
SCALE: (Horiz.) 1"=50'; (Vert.) 1"=5'
crus nunxF
SPIN
SONOMA SPRINGS UBDIVISION
PHASE 3VR�&�`OrOMA
1EC� NAPJ
�sK`v,17
DPAwN KPk
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FU UAY-VARINA NORTH CAROLINA
DJ67{9
Fq#EVI W PUBS
3DvarscrDn.a,seloesDD
Raleigh, North Carolina 27606
Phone: [phone], Fax: [phone]
1210 TRINITY ROAD, SUITE loz
RALEIGH, NORTH CAROLINA 27607
PLAN &PROFILE
„�fT. p`1 pa`s
F-1222
LAd. MQL CFH
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annum
ww—W—rasd.com
PHONE: [phone]
FAX: [phone]
CULVERT -STA. 10+00.00 TO STA. 10+74.78
crus nunxF
DATE. OECEhEBER 19. 201E
h>a=aRol,s
SCALE
CS.X
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naRizorirru.
0M D W5.
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�RT1CAl'
C5.2
LAd. MQL CFH
1' = 5
PRELIMINARY
DO NOT USE FOR CONSTRUCTION

MINIMUM 10
LINE WIRES
Nam
1. USE SILT FENCE ONLY WHEN DRAINAGE AREA
DOES NOT ENCEED 1/4 ACRE AND NEVER IN
AREAS OF CONCENTRATED FLOW.
2 REMOVE SEDIMENT DEPOSITED AS NEEDED TO
PROVIDE STORAGE VOLUME FOR THE NEXT RAIN
AND TO REMOVE PRESSURE ON THE SILT
FENCE
STEEL POST
WOVEN HIRE FABRIC
SILT FENCE FABRIC
„ FILL SLOPE
a' RT
MINIMUM COVER
O FR SO
ANCHOR SORT AS DIRECTED
BY ENGINEER
SIDE VIEW
STANDARD TEMPORARY SILT FENCE
PUCE -
EA -NO -ENT
CATC«B SN�Kaf cuae oM[IIMc rREAFOR
SEPARATION
PLAN VIEW
2-1/2 CA GE
ATE WIRES
NOTESVANOTE KiU EA SHOULDMOT
1 PGRAVEL BAD HARPER ON GENTLY SLOPING STREET, NHBRE TERCAN POND gE MIp1FR OP OF CURB
UCE
AND AU-MSEDIMENTTOSEPARATEFROMRUNNOFF Ir/// CURB NLET
2 USESAND BAGSO MY NGEOTEXTICEFAMIC(NOTBUFEAP)ANDFILLWTHiINCH SIDEWALc
(OR SMAIIER) GRAVEL BAGS MUST BE LAYERED SUCH THAT NO GAPS ARE EVIDENT
3 INSPECT BAldRIERS AND f�MOVE SEDIMENT PF113R EACH STOFM EVENT, SEDIMENT
ANDGRAVELMUSTBETEMOVEDFRCMRRETPAVELEDVAYIMMEDIATELY. 4 t
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CATC. BASIN
SECTION VIEW
STANDARD GRAVEL BAG CURB INLET PROTECTION
SECURE WATTLE WITH UPSLOPE AND
DOWNSLOPE STAKES AND STAPLES
EARTHEN
BERMiT
Y SLOPE k
M.
DOWNSLOPE STAKES. i
AIN. 10 LF EI(m90RUPMATTNG
7 MIN. ON UPSLCPE
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AT AN ANGLE TO WEDGE THE WATTLE TO THE BOTTOM OF THE SWALE
3. STAPLE EVERY 1 LF ON BOTH SIDES OF THE WATTLE TO SECURE R TO THE BOTTOM OF THE SWALE
STRAW WATTLE
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2. REPLACE STONE AS NEEDED TO ENSURE DENATURING.
SYNIHETC NAT
1
STRAW W T 1
SECTION VIEW
{
1 1 1.70 1
STRAW W
STANDARD SILT FENCE OUTLET
6257
0. 1 1.80 1
A MY THE TOP OD 0' THE STRIPS
IN A TRENCH 4 NOES OR MORE N
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B TMP THE TRENCH FILL O SOL
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SPT�4 41NCHES DOWN TROT THE
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DAPI' TOP STRIP4 NOro
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SiMIF.S TALPFA DOIRI�£
E OVERALL PEACE STAPU3 1-1/2 TO !
CHIC RWLY PRESSED INTO THE SOL
TYPICAL STAPLES
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F. PRESS dos OF I 4 NOES INTO
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STAPLE SEMELY.
LINER INSTALLATION DIVERSION DITCHES
NTS
DV MIN. tl4im
BUT SUFFICIENT TO KEEP 1. PUT SILT FENCE OR TREE PROTECTION FENCE UP TO
SEDIMENT ON SITE ENSURE CONSTRUCTION ENTRANCE IS USED.
IF CONSTRUCTION ON THE SITES ARE SUCH THAT THE MUD
�.•.:.r.. IS NOT REMOVED BY THE VEHICLE TRAVELING NG OVER THE
s"��r`s".,. .T'• ., �':.:"' , • •'+. STONE. THEN THE TIRES OF THE VEHICLES MUST BE WASHED
ExISTINC `R• .2'-Y STONE 10 BF USEDti"% 25' OR WDTM OF BEFORE ENTERING THE PUBLIC ROAD,
ROADWAY!/+`�S171NE OR RAILROAD `� PROPOSED STREET.
% D':• 'C -x�h: WHICHEVER K 3. MAINTAIN GRAVEL PAD IN A CONDITION TO PREVENT MUD OR
GREATER. SEDIMENT FROM LEAVING CONSTRUCTION SITE ENTRANCE
''+ __,}.'.:.:+.-•T.. _�: .E^„ WILL REWIRE PERIODIC REMOVAL OF SEDIMENT-LADEN
-�'q�j':e;,.�y: •,�y,�`.i�C: iii'.: <:. :. �. STONE AND REPLACEMENT WITH FRESH STONE
PLAN VIEW
kill IV MIN, NEW CONSTRU TIC,
�-.STWC ROADWAY
N.
\�\/.\\i
ABRIC UNDER STONE
CROSS SECTION
MISTANDARD CONSTRUCTION ENTRANCE
N011i
1. TEMP DIVERSION DITCH TO BE USED TO INTERCEPT FLOW Al DIVERT TO A SEDIMENT CONTROL MEASURE OR BMP.
7- SILT SHALL BE REMOVED WHEN DITCH IS ORE -HALF FULL
1. DITCH SHALL BE RECONSTRUCTED WHEN DAMAGED BY EQUIPMENT OR COVERED BY FILL
4. STABILIZE DIVERSION DITCH BERM Will TEMPORARY SEEDING, MULCH WITH TAC, Al EROSION CONTROL NETTING
�2'MN.r
I WASTE MATERIALACOMPACT,
SEED k CTIMULCH AFTER
�rvARiG coamlucnaN rx QTQR
VM.
12'
STANDARD TEMPORARY DIVERSION DITCH
7m /
TOTAL lFHGTN (lf) SDP' (S) - (FT)
Ul
1
0.{ 1.
STRAW W
18
2
51 8.9 1.40
SYNIHETC NAT
1
STRAW W T 1
24
{
1 1 1.70 1
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4
6257
0. 1 1.80 1
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4
8257
22 1 1.U' I
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4
DATE'. DECENEBFR 19.201E
xr ..m
� SONOMA SPRINGS SUBDIVISION}�3 SCALE D1.X
`v�J UFM &CREED ,ONONU SPRIN PHASE 3 IXIZDNT „,G .e
PRELIMINARY PLAN �_ FU UAY-VARINA NORTH CAROLINA DESIGNED WBAKM N/A
1730 Varsity Drive, Suite 500 DECKED CaTq VERTICAL D1.1
FOR REVIEW PURPOSES Rnlelgh, North Carolina 27606 1210 TRINITY ROAD, SUITE 102 PRO, mm. PE+ N/A
Phone:[phone], Fax: [phone]
ONLY F-1222 RALEIGH, NORTH CAROLINA 27607N. PHONE: [phone] EROSION CONTROL DETAILS
PRELIMINARY
ATus.
REVISIONS
mcHlmcreed.com it,FAX: [phone] J
sTDO NOT USE FOR CONSTRUCTION

3 TW
VENT - .'% 7),, /- SCREEN ACCESSIBLE THROUGH DOOR
FLEXIBLE JOINT ` FLOAT
(RADIATOR ROSE)
OUTLET
ENP. CONNECTION BARREL PIPE LONGER THAN SHOWN.
TO OUTLET PIPE OR RISER
STANDARD SKIMMER DETAIL
108
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W-201 1z0 LD n SS B
HW -1 Jb 15A 60 n ClASG B
B1ME ClA55FKA1KM5 OF CLASS B REQUIRE A SUISAYEA 0' RTER
FAMOL OR TS -2 FILTER STOW NM A BEDDNG Mip(FESS OF B :
tlO7E5:
1. L = THE LENGTH OF THE RIMAP APRON.
2 d - 1.5 TIMES THE MAXIMUM STONE DIAMETER BUT NOT
LESS THAN 6' ONC HES).
3. A FILTER IILANKET OR FILTER FABRIC SHOULD BE
- L—�{ INSTALLED BETWEEN!TIE RIPRAP AND SOIL FOUNDATION.
PRE t.
FILTER
FABRIC
SECTION'S -A'
STANDARD PIPE OUTLET TO FLAT AREA
NO WELL-DEFINED CHANNEL
SEEDINO SCHEDULE
FOR SMOULDERS, SIDE DITCHES, SLOPES (2.1 TO 2-1)
FOR SHOULDERS, SIDE DITCHES, SLOPES (EAU( 3.1)
DATES TYPE
PLANTING MTE
AUG 15 - NOV 1 TALL FESCUE
300 LBS/ACRE
NOV 1 - MAR 1 TFMX &
30D LBS/ACRE
MAR 1 - MR 15 TALL FESCUE
300 LBS/ACRE
AUG 15 - JUNE 30 HULLED COMMON
'515 LBS/ACRE
BERMUDAGRASS
MAR 1 - APR 15
TALL FESCUE
125 LES/ACRE
TALL FESCUE ALIO
(TALL FESCUE):
BRONMOP CULLET
35 LBS/ACNE
.LILY 1 -AUG 15 OR
SORQIUM-SUDAN
(BROWNTfP YILLE»;
HYBRIDS
LBS/ACRE
COTS MESH OR SIO STA1,LED OR
R
(SCR OTUM-SUDAN)
w TEMPORARY: RESEED ACCORDING TO OPTIMUM SEASON FOR
DESIRED PERMANENT VEGETATION. DO NOT ALLOW TEMPORARY COVER
TO CROW MORE THAN tr IN HEIGHT BEFORE MOWING OTHERWISE
FESCUE MAY BE SHADED OUT.
RIP RAP
SEEDING SCHEDULE
FOR SMOULDERS, SIDE DITCHES, SLOPES (2.1 TO 2-1)
DATE,
TYPE
PLANTG ANTE
IN
OR ME
SERICEA LESPEDE2A
�) N
NM 1 - JIM 1
(SCARIFIED) AND USE
THE FOLLOWING
50 U>5/ACRE
14-
COMBINATIONS
CHECKED GGA
MAR 1 - APR 15
TALL FESCUE
120 LHS/AGE
MAR 1 -JUNE 15
ORADD G
10 UBS/ACRE
�a..�......�.�a.a.a.a.�.
��S
OIs51PATER
OR ADD HULLED
COTS MESH OR SIO STA1,LED OR
MM 1 - JUNE 30
COMMON
25 UBS/ACRE
BFRMUDAGRASS
RIP RAP
NIST SHALL BE
CMP O/IIET PIPE
120 UBS/AGE
PROTECTEDNEEDED)
FROM EROSI(AS WITH
TALL FESCUE
TALL FESCUE
E At
(TALL FESCUE)'
JUNE
NTOP
BROSORGHUM--SUDAN
35 UBS/ACRE
1 - SEPT 1
(BROWNTOP MILLET):
HYBRIDS"'
30 LB /ACRE
(SORGHUM -SUDAN)
SERICEA LESPEDEIA
70 LBS/ACRE
(SERICEA LESPEDEZA}
SEPT 1- MM 1
(UNHUI I EDS
35 UBS/ACRE (TALL
TALL FESCUE
FESCUE},
NOV 1 - MM 13 1
Ala ABRUID RYE
25 LBS/ARE
TEMPORAR RES® ACCORDING TU OPTIMUM SEASON FOR
DESIRED PERMANENT VEGETATION. DO NOT ALLOW TEMPORARY COVER
TO GROW MORE THAN le IN HEIGHT BEFORE MOANING OTHERWISE
FESCUE MfBE SHADED OUT.
YDIIi
,K DnRAM¢ TO TIE SQE IRNx OF A Su«oARO
i1JIE➢-ENO 5<Dnsl BF ,.E WYM�A Nw..AI .--NRH IEIK 1¢
T
6fAEDN(GO 0T.-S-CWiIMWALSO LBEnURNID06 TATFETB... A
AT ME NET.
121E OSE AEMTEH D\4RSIGI . OIIECT S1IFACE RUNOFF Nl0
NA A = DAF T13 R N= AT6iE OSZL %
MS ER INN! THE AOJC4NG BEIIM W F]THER SDE
EHE lfMS1 PONT IF MDnE3BON - ... BERINMM OF
_ cN
Lv ENTER EHE _
3. PROTECT THE OU11ET DF THE SIDPE pINN CACI ERo901 NIM
RPRAP Ot59PATGt
OUTLET PROTECTION SIZING ID
OUTUST La w DEPTH MEMO
SIDE VT.) DTJ 00 aA.S8F1cATDN PIDBUG
tr AO so m n•aB --go
lr 7.d 1. a CLASS a Pips
tr e.o 4a a CA. B
24' 110 a0 a LLA. B
S1aNli2e
Ot.bill ISI �6�
4'min
avN Z..
Cross -Section View
Hold-down y'.!v� 'a�ar. 3:1
'!TEj;,`M.ri�:4i_-_�N.-•'K'N'._ 1JB' min
STANDARD TEMPORARY SLOPE DRAIN
PUN VIEW
Inlet
Plan Yew
Standard T -section
NOTES
BAFFLE MATERIAL SHOULD BE SECURED -THE BOTTOM AND SIDES
USING STAPLES OR BY TRENCHING AS FOR SILT FENCE
2 MOS?OFTHESEDIMENTWILLACCUMUTATEENTHEISTBAY,
WHICH SHOULD BE READILYACC.SIBLE FOR MAINTENANCE.
3 PROVIDE)BAFFLES(USETWOIFLESSTHAN20FEETINLENGTH) PROVIDE
5 BAFFLES FOR .RAI.A.E AREAS GREATER THAN 10 ACRES
BAFFLESHALL BE 700 G COIR EROSION BLANKET
5 TOPS OF BAFFLES SHOULD BE2 INCHES LOWER THAN THETOPOFTHEBERMS
6. INSPECT BAFFLES FOR REPAIR ONCE A WEEK AND AFTER EACH RAINFALL
CROSS SECTION
SECTION VIEW AT OPENING
STANDARD BAFFLES DETAIL
1. CHISEL COMPACTED AREAS AND SPREAD TOPSOIL 3 NOTES DEEP OVER ADVERSE SQL CONDITIONS, R AVAILABLE
2- RIP THE ENTRE AREA TO 6 INCHES DEPTH.
3. REMOVE ALL LOOSE ROCK, ROOTS, AND OTHER OBS RUCTIONS LEAVING SURFACE REASONABLY SMOOTH AND UNIFORM.
4. APPLY AGRICULTURAL UME, FERTILIZER. AND SUPERPHOSPHATE UNIFORMLY AND MIX WITH SOIL (SEE BELOW -)L
5. CONTINUE TILLAGE UNTIL A WELL - PULVERIZED. FIRM, REASONABLY UNIFORM SEEDBED IS PREPARED 4 TO 6 INCHES DEEP.
S. SEED ON A FRESHLY PREPARED SEEDBED AND COVER SEED LIGHTLY WITH SEEDING EQUIPMENT OR CULTIPACK AFTER
SEEDING.
7. MULCH IMMEDIATELY AFTER SEEDING AND ANCHOR MULCH.
B. INSPECT ALL SEEDED MEAS AND MAKE NECESSARY REPAIRS OR RESEEDINGS WITHIN THE PLANING SEASON, IF POSSIBLE,
IF STAND SHOULD BE OVER 60551 DAMAGED REESTABLISH FQLOWNG ORIGINAL UME, FERTUZER AND SIDING ANTES.
9. CONSULT CONSERVATION INSPECTOR ON MAINTENANCE TREATMENT AND FERTIUTATCN AFTER PERMANENT COVER IS
ESTABLISHED,
• APPLY: AGRICULTURAL LIMESTONE - 2 TOS ACRE OR 3 TONS/ACRE IN CLAY SOILS
FERIUZER - 1000 LBS/ACRE (10-1D-10)
SUPERPHOSPHATE - 501) LBS/ACE (2070
MULCH - 2 TONS/ACRE (SMALL GRAIN STRAW)
ANCHOR - ASPHALT EMULSION AT 300 GAL/ACRE
SEEDBED PREPARATION
f
9 �t LjC'TIS�LC��II� 1�jR�1 I�1 IR
NET11tt�ID.�.� m01 CTD
aW¢ -­TJUXN V OIWM
LrI1�M MMM, AR. Wrnxc
w EawwT%
CROSS secnou
..o nmrry WN
3j WII/T U4DSAr IERar r
F T � WIR SMALL T T EINx�
To ATYN' u r
Su'- NLTRE PRs AIE ro a D9m, Ma ..les 9U4L . O.EmNR+m tr. ME
UPSRWIM Ir TAR 2NALL oW]8AP ME DOW611EAY TAR. TIE TNe SHALL a m YL NEAW QUlY 1WR TNPNAJNS
AIC
OT UOMAIENT EOR U.Y. RE....D
IN01QE A LEMMLM OF THREE POROUS BANlES m EwIILY OaRBJT FLOW ACROSS THE B IIEDULNO TI.TTMENLE
4 MOST YAIERK MUST S SELURD AT 11E - FA ANO IOFB ISMO STARES OR BY iRfIIITNC AS YOR A ELT FEMA
MOST" ME 9f m CULL ASE OF ATE NTE nRsr BAY. is TNS A10 BE RFAHAU A HOLY FTR YANRIN E
a PING THEAU C01T SIE G III PHASE II THE RIGEDT, SEE NJE]li 9TGIMWATm N9i MWL ONLY OE1FAlEA TRIM ME 1W R PPE
PING YWL MOT BE CONYFRiFD fGl 51pIMWAlFA llff WR AFR101£D BY FNVMGIYFNTK FFJ.EA
TAR nDR1.'1�TI � /gyp Bim'
., ONIO`I� F>rl rYe
NR IBNM�
SECTION THRU WEIR
TO�TO
N' �O BOTTOM
• FI <nunNR
PREVENT S.GMNC,
OR ME
� 1. X
�) N
ATION
u.A,M „�,
RHO
14-
CHECKED GGA
VERTCPi
ZONE
ERO1. MCA. PEii
X/A
POST
STATUS:
�a..�......�.�a.a.a.a.�.
ACvrsm.
OIs51PATER
COTS MESH OR SIO STA1,LED OR
C=.1 OTHT-1
PAD
�CHED D"TO BOTTOM OR ME
SECTION VIEW AT OPENING
STANDARD BAFFLES DETAIL
1. CHISEL COMPACTED AREAS AND SPREAD TOPSOIL 3 NOTES DEEP OVER ADVERSE SQL CONDITIONS, R AVAILABLE
2- RIP THE ENTRE AREA TO 6 INCHES DEPTH.
3. REMOVE ALL LOOSE ROCK, ROOTS, AND OTHER OBS RUCTIONS LEAVING SURFACE REASONABLY SMOOTH AND UNIFORM.
4. APPLY AGRICULTURAL UME, FERTILIZER. AND SUPERPHOSPHATE UNIFORMLY AND MIX WITH SOIL (SEE BELOW -)L
5. CONTINUE TILLAGE UNTIL A WELL - PULVERIZED. FIRM, REASONABLY UNIFORM SEEDBED IS PREPARED 4 TO 6 INCHES DEEP.
S. SEED ON A FRESHLY PREPARED SEEDBED AND COVER SEED LIGHTLY WITH SEEDING EQUIPMENT OR CULTIPACK AFTER
SEEDING.
7. MULCH IMMEDIATELY AFTER SEEDING AND ANCHOR MULCH.
B. INSPECT ALL SEEDED MEAS AND MAKE NECESSARY REPAIRS OR RESEEDINGS WITHIN THE PLANING SEASON, IF POSSIBLE,
IF STAND SHOULD BE OVER 60551 DAMAGED REESTABLISH FQLOWNG ORIGINAL UME, FERTUZER AND SIDING ANTES.
9. CONSULT CONSERVATION INSPECTOR ON MAINTENANCE TREATMENT AND FERTIUTATCN AFTER PERMANENT COVER IS
ESTABLISHED,
• APPLY: AGRICULTURAL LIMESTONE - 2 TOS ACRE OR 3 TONS/ACRE IN CLAY SOILS
FERIUZER - 1000 LBS/ACRE (10-1D-10)
SUPERPHOSPHATE - 501) LBS/ACE (2070
MULCH - 2 TONS/ACRE (SMALL GRAIN STRAW)
ANCHOR - ASPHALT EMULSION AT 300 GAL/ACRE
SEEDBED PREPARATION
f
9 �t LjC'TIS�LC��II� 1�jR�1 I�1 IR
NET11tt�ID.�.� m01 CTD
aW¢ -­TJUXN V OIWM
LrI1�M MMM, AR. Wrnxc
w EawwT%
CROSS secnou
..o nmrry WN
3j WII/T U4DSAr IERar r
F T � WIR SMALL T T EINx�
To ATYN' u r
Su'- NLTRE PRs AIE ro a D9m, Ma ..les 9U4L . O.EmNR+m tr. ME
UPSRWIM Ir TAR 2NALL oW]8AP ME DOW611EAY TAR. TIE TNe SHALL a m YL NEAW QUlY 1WR TNPNAJNS
AIC
OT UOMAIENT EOR U.Y. RE....D
IN01QE A LEMMLM OF THREE POROUS BANlES m EwIILY OaRBJT FLOW ACROSS THE B IIEDULNO TI.TTMENLE
4 MOST YAIERK MUST S SELURD AT 11E - FA ANO IOFB ISMO STARES OR BY iRfIIITNC AS YOR A ELT FEMA
MOST" ME 9f m CULL ASE OF ATE NTE nRsr BAY. is TNS A10 BE RFAHAU A HOLY FTR YANRIN E
a PING THEAU C01T SIE G III PHASE II THE RIGEDT, SEE NJE]li 9TGIMWATm N9i MWL ONLY OE1FAlEA TRIM ME 1W R PPE
PING YWL MOT BE CONYFRiFD fGl 51pIMWAlFA llff WR AFR101£D BY FNVMGIYFNTK FFJ.EA
TAR nDR1.'1�TI � /gyp Bim'
., ONIO`I� F>rl rYe
NR IBNM�
SECTION THRU WEIR
SN0.RD E — -- -ADIY READIES AN EIEVATg1 THAT THE BASH IB H
-IU" TAR SHALL OVERLAP TIE COM611EIY TNR M i� SNNL BE BD MS­ BEO1fl6NPm Al DUTY TNPAIAM
JNNENT FYR U.V. RRGTANCE
E A 1MIW OF THREE P BNTIES M Eq LY DSTRBU,E FLOW ADB M TA9M. REDIIDMG TIIEM➢IS.
: Wle SEDIMENT
BE 9LUTRED AT ENE BHTTGI AFM Ta EO THF H A14S RI BY TRHgeNe A6 FGI A BLT FENQ.
; 11E 9]1YDG CULL ACLMF T E M JE TMST BAY. T, MS SNGAD BE REAOLY AVA Y C E i0. NNMIFN E
THE COT ME OIN PHASE OF THE "OJECIMMOTT, SEIU PERMANENT, A PIK w BY RITE SNNL SN OEETAIFA TROTH THE 7m OF
SIAM rlor ff ODNWnTm FW S1aYWTER USE IMIIL APPRO\m BY ENWRO2ENTK E1gPEDl
STANDARD SKDvB4ER BASIN
01st DIY INWwily O10 ReRUled RePRreO ARg pma OYna TW QnW_ PROM3eE PA]R10ad 'S1111mIw pdOe SPIMwy WeW
A Ana Ce IINrr) (EN) 5N 0 RANO Oap115 WWn LeI52BI WIdtl1 LEO0N WIG LenRA STaPgB >iA IaO Ste (w) pemerw Fwx Dean WARM
312 QUI DSO' 7.43 4514 2187061 19.630 30 55 IBP: BB 1l4' ROT 192' 050
5 TBT 1.B7K 050 ].LT BIO 1DIOU 2.700 ]0 28 -�56' 2Y 50'
SONOMA SPRINGS SUBDIVISION
�`%MFKM4&�M ONON" SpP11 S PHASE 3
PRELIMINARY PLAN �/
1730 Varsity DrlVe, Sul1N 500 FUQUAY-VARINA ] NORTH CAROLINA
FOR REVIEW PURPOSES Raleigh, North Carolina 27606 1210 TRINITY ROAD, SUITE 102
PhOne:[phone], Fax: [phone]
ONLY F-1222 RALEIGH, NORTH CAROLINA 27607
PHONE: [phone] EROSION CONTROL DETAILS
www.mLldmcrmd.Lom FAX: [phone]
1' MFREEBOAIm
TOP OF ERY
• FI <nunNR
RACE PROW. R D485}Opi3
Y
� 1. X
�) N
ATION
u.A,M „�,
RHO
N/A
CHECKED GGA
VERTCPi
ZONE
ERO1. MCA. PEii
X/A
STATUS:
ACvrsm.
OIs51PATER
DO NOT USE FOR CONSTRUCTION
PAD
RIP RAP
NIST SHALL BE
CMP O/IIET PIPE
PROTECTEDNEEDED)
FROM EROSI(AS WITH
RIPRAP, TARP, MATTING OR
EQUIVALENT.
SN0.RD E — -- -ADIY READIES AN EIEVATg1 THAT THE BASH IB H
-IU" TAR SHALL OVERLAP TIE COM611EIY TNR M i� SNNL BE BD MS­ BEO1fl6NPm Al DUTY TNPAIAM
JNNENT FYR U.V. RRGTANCE
E A 1MIW OF THREE P BNTIES M Eq LY DSTRBU,E FLOW ADB M TA9M. REDIIDMG TIIEM➢IS.
: Wle SEDIMENT
BE 9LUTRED AT ENE BHTTGI AFM Ta EO THF H A14S RI BY TRHgeNe A6 FGI A BLT FENQ.
; 11E 9]1YDG CULL ACLMF T E M JE TMST BAY. T, MS SNGAD BE REAOLY AVA Y C E i0. NNMIFN E
THE COT ME OIN PHASE OF THE "OJECIMMOTT, SEIU PERMANENT, A PIK w BY RITE SNNL SN OEETAIFA TROTH THE 7m OF
SIAM rlor ff ODNWnTm FW S1aYWTER USE IMIIL APPRO\m BY ENWRO2ENTK E1gPEDl
STANDARD SKDvB4ER BASIN
01st DIY INWwily O10 ReRUled RePRreO ARg pma OYna TW QnW_ PROM3eE PA]R10ad 'S1111mIw pdOe SPIMwy WeW
A Ana Ce IINrr) (EN) 5N 0 RANO Oap115 WWn LeI52BI WIdtl1 LEO0N WIG LenRA STaPgB >iA IaO Ste (w) pemerw Fwx Dean WARM
312 QUI DSO' 7.43 4514 2187061 19.630 30 55 IBP: BB 1l4' ROT 192' 050
5 TBT 1.B7K 050 ].LT BIO 1DIOU 2.700 ]0 28 -�56' 2Y 50'
SONOMA SPRINGS SUBDIVISION
�`%MFKM4&�M ONON" SpP11 S PHASE 3
PRELIMINARY PLAN �/
1730 Varsity DrlVe, Sul1N 500 FUQUAY-VARINA ] NORTH CAROLINA
FOR REVIEW PURPOSES Raleigh, North Carolina 27606 1210 TRINITY ROAD, SUITE 102
PhOne:[phone], Fax: [phone]
ONLY F-1222 RALEIGH, NORTH CAROLINA 27607
PHONE: [phone] EROSION CONTROL DETAILS
www.mLldmcrmd.Lom FAX: [phone]
DATE. DECENEBER 19. 2016
SCALE
• FI <nunNR
RACE PROW. R D485}Opi3
� 1. X
�W,N KN(
HORI2O'NT/a
u.A,M „�,
DESIGNED Dm*A,
N/A
CHECKED GGA
VERTCPi
D 1 . 2
ERO1. MCA. PEii
X/A
STATUS:
ACvrsm.
PRELIMINARY
DO NOT USE FOR CONSTRUCTION

era s>NrxIN INeF �- `HNTEII 4=7-
8 REIA A
a a_••
QIR IBX tlM EDP O tlM
:12—m
NA 1RANTW PRP M®IDN
OLYATOI
ro�-� RTO
e \/
OPANe9x JIRrt I Mos wA �wnYasvlco aulmE
00ME10" >E'MIIN
PxAIH>vI JQHI
fa OC ::::: NE NDTS Wa MRIE + Ax!
EfP DC EE
R/ r ALIO PLJw
RAI>m er p
Hwd44b91 KUL eM,
owl
THe FDRL1 HF RAMP
lA — " .t Emir
AIR HIRE; gB'Y'R
i : m4AI� FRAM F1I11 HaIE s snaW1X
m sALA v�e�rt�ys +moi fa 'I��ive
. eIO[ s mi.IINN QIOP MOaeD IQI eTMllt
IQEI oaA. PLAN MM
STANDARD WHEELCHAIR RAMP
NTS
NOTES
1- THE WALKING
SURFACE SHALL E SLA RESISTANT. DETECTABLE WARNING DOMES SHALL (OYER THE FULL WIDTH AND DEPTH OF THE RAMP
FLOOR THE DETECTABLE WARNINGS SHALL CONSIST OF RASED TRUNCATED COMES WITH A DIAMETER OF NOMINAL 0.9% A HEIGHT OF DY AND
CENTER -TO -CENTER WAGING OF NOMINAL 2.35•.
1 CROSSWALK WIDTHS AN CONFGUREATIONS VARY: MUST CONFORM TO TRAFFIC STANDARDS.
1 RE W,L N , SURFACE SNAIL E SLP RE$OVIT
2 OW6SYMJK RBTHS AND OOMFIGIMION VARY: MIST — TO TMFFlO DESIGN STANDWOS.
3 NORTH CAROLINA GOEPoAL STATUTE 130-44.14 REQUIRES THAT ALL SKEET CURBS BEING CONSTRUCTED OR
IBODI151RIlCTED FOR 1WVIDAHLE PROCJOURM RINK OPERATION., REPAIRS, CORRECTORS OF UTILITIES
OR MrotED FOR ANY REASON ATTI A EPTAIEA 1. on III PRI,VOE WHEELCHAIR AIR RIMS FOR THE
PIN9rNLY HANDICAPPED AT ALL INTERSECTIONS WHERE BOTH CURB ND GUTTER AND SDEW16 ARE
PNOVOCU AND AT OTHER POINIS OF PEDESTRIAN FLOAT.
N ADDITION swnm xm OF THE 1973 FEDERAL AD NOWAY SAFETY ACT REWIRES PROVISION OF CURB
RAMPS ON ANY CURB CONSTRUCTION MER JULY 1, 1970 WHETHER A SOEWALX 6 PROPOSED INITIALLY OR
6 PLANED FOR A FUTURE DME -
THE NMHCNIS WITH 06MLAWS KT (/M) a- 1990 ENTODS ro 1NOMOALLB WTH D6NUIq
COMPREHENSIVE CML RIGHTS P SlMWR TO TOE PROVIDED ro PERSONS ON THE BASIS OF
RACE, STK, NATIONAL. CRDM AND RELTAKI N UMER THE CML RIGHTS ACT O 1904- THESE CURB RAMPS
HAVE Bmf NSQ/ED TO LVIPLY Nm TRE 111 OF TE NUI, BEGINNING EFPFDTNE 3,N JAIIARI x4 199:.
4 WHEELCHAIR RAMPS SHALL E PROVIDED AT LOGTOFS AS SHOWN ON THE PIANS OR AS DF40M BY THE
!ENGINEER. WHEELCHAIR MCPS STALL BE LLXXIED AS INDICIRED N THEE DETAILS: HOWEVER. THE
LOCATION BOY E ADJUSTED AS DIRECTED EN
D BY TDER WHERE EXISTING LIGHT POLES, FIRE HYDRANTS,
DCO+ NETS• LTC. AFFECT RACOE)T. AT ALL LDDAT . NOT LESS THAN x FEET OF FULL HIEWIF CSB
WALL E PLACED BETWEEN THE RAMPS.
e NO SOPS W THE: WHEEIQNNI RAMP SiWl D® 1•/1' (111) N ELOIISHP To oMDe of TE SIREN.
a N No CASE SHALL THE WIDTH OF THE WHEEELNVR RAMP E LES THAN 40' (Y-41 HHOWEVER, WIDTH WY
ElT[ID 4O'.
7 ME CIAO V' CONCRETE WITH A SIDEMWK FIII N ODER TO OBTAIN A NOTION! N0N-SOD FIFE SUTAF E
(SE SHEET 1 FOR SURFACE DESIGN)
a A 1/2• CPANS IN .IOM WILL E REQUIRED WHERE THE CONCRETE FIHFIICIWR RAW JOINS TIE Wre,
B
THE WIDE PEOESTAW CRO39A•MA UQ BALL E ET No CLOSER N THE WREN ECION THAN WOULD E
ESTNIL@1ED M BfgDIING THE INTERS— MOI. GE NOTE 14)
10 THE CURB CUT AND THE PEDESTRIAN CR099WAIK UMM SAL E COORDINATED 90 THAT THE BEGINNING OF
THE WImOWR RAMP WALL FALL WARM THE PEDESTNANN QN155WWK UN6.
11 THE MINIMUM WIDTH OF THE PEDESTRIAN CROSSWALK SNAIL E a FEET. A CLA149NALX WIDTH O 10 FEET
OR CIFAIER 6 013EAa1E
12 STOP LINES. NOtl111Y PERPENOCEAR TO TE LME LINES. SHALL E USED WERE T 6 NR)RlM To
INDICATE THE PONT BEHIND WHICH VENIQES ARI REGAINED TO STOP IN COIRYNE WITH A TRAFFIC
SGML STOP SON OR OTHER LEGAL RFDURELIENT. AN INUSAL APPROACH Shut MAY REWIRE THE PLACEMENT
O THE STOP LINE TO E PARALLEL. ro THE NFDeED,Trc NOADMY.
13 PARKING SHALL E ELIMINATED A MINIMUM OF M FEET BACK O PEDESTRIAN CRONWALA.
14 ALL PAVENENT' MMRIIfd SHWL E IN M%GIDWE WITH TIE LATEST EDTOH OF THE MANUAL OF UNINDRM
TRAFFIC CONTROL DEVICES (WFCD) R.9191m BY THE FEDERAL HIGHWAY ADNI WMTION AND THE NORIA
CMORA SUPPLFMFNT TO THE Mu1CU.
STANDARD WHEEL CHAIR RAMP
NTS
e• CONCRETE PAYING 40DO PSI
WTH axe-W.4XWI.4 WWF (PLACED
AT MD HEIGHT OF SLAB)
4' COMPACTED SUB BASE
/ -COMPACTED SLB GRADE
CONCRETE PAVING SECTION
NTS
HOM.
1. PROVIDE CONTROL JOINTS AT 10' O.C. AT
25X SLAB THICKNESS
of luaunr_vARINAI TRENCH AND PAVEMENT REPAIR I —
A ONT FILER
WM MAINTAN 50' Yt BETYEEM r-0• e'
1/r RADIUS (TTP.) JOINTS OR AT All RIGID OWTS 1' RADIUS ,/x• RADWS
I/B• RADIUS Y RADIUS b
---------- --- �I b
� 1,Y
FRONT FIEVATION A fJ SECTION A -A
DYMNY� OPNAAI Alf
Tr4• SIOPFr1' 1-
1
I_ Nr -I•• 'YAH
VAS D GUTTER
A8G MNRIW
IF.
1/r RADB18
1-J/4' fl
1Ar R 3/� p
r r
MEDIAN CURB AND GUTTER
�S
1. Gp4OFTE WALL E 3,000 P.S.L
I COHII(ACTION JOINTS SNAIL E SPICED AT 1O NTERVALS
(A 15 9'ACNG IAL E ALLOWED WHIEN A MACIM 6 UgD.)
S FRESH ALL CONCRETE WTI CUPRIC COMPOUND.
A REFER ro HCODT RETIAL Mflp1 91E'T x ff x FOR CURE AMD
GUTTER SURERELEVA7OM RATES
TONIN OF FUOVAY-VARINAI CONCRETE CURB AND GUTTER DD m I
FUO
STANDARD DETAILS
B/R
+�MMEA1e OPNMNH — To E . NAwIN OF w
IINIBNL
/ 911011N0
♦�
L~-
Y W.
WNL_
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l.m�:)
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GG4
lE ORECMI OF FM9NmNNi
1 EDI IACAlINS IRM eDEwrix a QTLY 1 TOE O BIR[£T.
BEE BIRBi BFDIIDIN Lwo—
CRAW AMD amu
' RiRAi1BMYl0®i�!®I�
�.-`Y •I 4
.
a 9�Y1108 `I�a
I I I S
FUOLM-VeINA
AaNeLieeloBLD
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1. SAFETY FENCE TO MEET THE NC BUILDING CODE SECTION 101.1
2 SAFETY FENCE SHALL BE AT 711E TCP OF ALL WALLS THAT Ex= JO' IN
HEIGHT. THE FENCE SHALL BE DESIGNED KITH WTERAT£LNATE aEACVTS
SPACED NO FURHIER THAN FOUR INCHES APART.
SAFETY FENCE DETAIL
NTS
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1NVIIM1II,,, V.L- i V _..
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AEII PL4%
s = 1730Varsi[yDrlve,SUIm600 - - -- — FU UAP-VARINA NORTH CAROLINA
Raleigh, North Camlina 27606 1210 TRINITY ROAD, SUITE 102
FC ,BVI W PURRS Phone: [phone], Fa X: [phone]
9-'• r � RALEIGH NORTH CAROLIN
DATE. DECENEBER 19.201E
-- ---------I----------- III I I .................
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NOTES
1. SAFETY FENCE TO MEET THE NC BUILDING CODE SECTION 101.1
2 SAFETY FENCE SHALL BE AT 711E TCP OF ALL WALLS THAT Ex= JO' IN
HEIGHT. THE FENCE SHALL BE DESIGNED KITH WTERAT£LNATE aEACVTS
SPACED NO FURHIER THAN FOUR INCHES APART.
SAFETY FENCE DETAIL
NTS
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1NVIIM1II,,, V.L- i V _..
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AEII PL4%
s = 1730Varsi[yDrlve,SUIm600 - - -- — FU UAP-VARINA NORTH CAROLINA
Raleigh, North Camlina 27606 1210 TRINITY ROAD, SUITE 102
FC ,BVI W PURRS Phone: [phone], Fa X: [phone]
9-'• r � RALEIGH NORTH CAROLIN
DATE. DECENEBER 19.201E
SCALE
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SONOMA SPRINGS SUBDIVISION DATE DEDEHEHER19,216 ...
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LEES a
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Ralelgh, North Carolina 27606
1210 TRINITY ROAD, SUITE 102
Phone: [phone], Fax: [phone]
F-1222
RALEIGH, NORTH CAROLINA 27607
4
PHONE: [phone]
www.mcldmcrald.mm
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SONOMA SPRINGS SUBDIVISION
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FUQUAY-VARINA NORTH CAROLINA
GATE: DECEWBER 19. M16 SCALE
DR aRa r oaes30013 D3NuX
DESIGNED DJBIYYR 1A0'
03&W =
1730 Varsity Drive, Suite 500
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DECKED IXq VE0.TIClLL: D3.2
F(:%IEVI W PUBIS
Raleigh, North Carolina 27606 1210 TRINITY ROAD, SUITE 102
Phone: [phone], Fax:
PR01. Nae. REn W/A
[phone]
F-1222 RALEIGH, NORTH CAROLINA 27607
UTILITYDETAILS
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PHONE: [phone]
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mcklmcrsd.com FAX- [phone]
PRELIMINARY
DO NOT USE FOR CONSTRUCTION

2-6' 2•-a 2-w e
A a
FACE OF G B
BOCK OF C
UP OF GUTTER
PLAN VEI W
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2'-6' 2 6- 2'-t
SECTION A -A SECDCN&B SECTICN"
NOTES:
1. TRANSITION NOT TO BE LOCATED WITHIN THE CURB RADIUS
CURB TRANSITION TO 2'- 6" VALLEY GUTTER
NTS
xm/xnle 11
AEt11911NARY PV%
07 EN.
FOEVIEW PUBES
,o9E'TS1'91iQ.P�poc'
SHALLOW TYPE
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36•
8•
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FRAME. GRATE & HOOD
PER D.O.T. SID. 610.030
28
NOT TO EXCEED 5'
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MIN. O �I
L MN. 8• WASHED
STONE BEDDING
8•
1. CONCRETE SHALLBE P51 YIN. FOR ,LLL PRECAST
=CH
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2. PRECAST CONCRETE SMCTURES ACCEPTABLE
MAY ONLY BE INSMl1ID
MA DEPTHS CERTIFIED AS ACCET'TARIE B/ frIE
MAAFFACTURER.
7. CATCH • BOXES ARE ACCEPTABLE FOR SHALLOW TYPE
CATCH BASINS.
INTERMEDIATE TYPE (4'X4')
(5 FEET TO 20 FEET IN DEPTH)
DEEP TYPE (5'X5')
(OFR 20 FEET IN DEPTH)
STANDARD
STEPS 18•aRaNFORCED
WORDECRETE D STEPS
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SLAB DETAIL
6• SLAB THICKNESS & 6•
83' 36• REINFORCEMENT PER 36'
26• SUBMITTED DESIGN. 121 zE'
TO BE SHOWN ON tj
80' PLANS.
MIN. 6• WASHED
STONE BEDDING
WASHED
BEDDING
SLAB THICKNESS &
REINFORCEMENT PER
SUBMITTED DESIGN.
TO BE SHOWN ON
PLANS.
STANDARD PRECAST CATCH BASIN DETAIL
NTS
_ SONOMA
QNQMA $pR Nc FUQUAY-V)
1210 TRINITY ROAD, SUITE 102
RALEIGH, NORTH CAROLINA 27607 STORM DF
PHONE: [phone]
FAX :[phone]
FINISHED WADE fE"AX FOUNDRY CO. R-3473FRAME AND GNATE
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[2 � ALL ARWND PERYETER
GRATED/YARD INLET (TYP)
NTS
DATE: DECENEBER 19. 2016
N1�MWDPAWNDESIGNED
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DATE: DECENEBER 19. 2016
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---
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N/A
DO NOT USE
PRELIMINARY
FOR CONSTRUCTION

/
EMERGENCY �
SPILLWAY (TYP.)
L L (SEE SHEET D4.3) k
L IL IL /
\IL IL IL \ IL
EX. WETLANDS \
(TYP.) 406 \\
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7 /
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IL
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PRESSURE PIPE
SELECT FILL PLACED AND COMPACTED
AT 95% STANDARD PROCTOR MAX
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tY W •'A. .
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OPTIMUM MOISTURE CONTENT TO
CONCRETE CRADLE MIDPOINT OF PIPE PRIOR TO TRENCH
(MIN 2000 PSI CONCRETE) EXCAVATION
CONCRETE COLLAR DETAIL
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TRASH
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18" CONCRETE -,,,,
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18"
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F-1222
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PRELIMINARY
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ANTI -FLOATATION DEVICE
5.5'
PLAN VIEW
SECTION VIEW
ANGLE IRONS
4"X4"X5/8"X 3' LONG
CONTROL
TYPICAL EACH SIDE
FASTENERS:
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sTATus:
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PRELIMINARY
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PLAN VIEW
OUTLET
CONTROL
6.0' 1 2.7'
TOP OF BANK
`EL 405.60'
OUTLET CONTROL STRUCTURE CONCRETE CRADLE TO RUNJ FILTER DIAPHRAGM (TYP.)—
LENGTH CF PIPE SEE SEE DETAIL SHEET D4.3
DETAIL THIS SHEET
SCALE
v"= 1T I - JCI. I IVIV
SCALE 1 = 4'
SONOMA SPRINGS SUBDIVISION
PHASE 3
FFUQUAY-VARINA, NORTH CAROLINA
WET DETENTION POND #1 DETAILS
— MAINTAIN MIN. 1' OF
COVER OVER PIPE
—PRECAST CONCRETE ENDWALL
PER NCDOT STD. 838.80
EL. 405.20'
RIPRAP OUTLET
PROTECTION
(SEE DETAIL SHEET D4.3)
6" PJC TO DAYLIGHT
DATE. DECEWBEP 19, 2016
SCALE
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Raleigh, North Carolina 27606
Phone:[phone], Fax: [phone]
1210 TRINITY ROAD, SUITE 102
RALEIGH, NORTH CAROLINA 27607
PJl d
F-1222
PHONE: [phone]
CHECKED
ee
www.mckl=rd.com
FAX: [phone]
D4.2
FROJ. MQi
SCALE
v"= 1T I - JCI. I IVIV
SCALE 1 = 4'
SONOMA SPRINGS SUBDIVISION
PHASE 3
FFUQUAY-VARINA, NORTH CAROLINA
WET DETENTION POND #1 DETAILS
— MAINTAIN MIN. 1' OF
COVER OVER PIPE
—PRECAST CONCRETE ENDWALL
PER NCDOT STD. 838.80
EL. 405.20'
RIPRAP OUTLET
PROTECTION
(SEE DETAIL SHEET D4.3)
6" PJC TO DAYLIGHT
DATE. DECEWBEP 19, 2016
SCALE
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sTATus:
DO NOT USE
PRELIMINARY
FOR CONSTRUCTION

NORMAL POOL EL. 407.00'
BOTTOM OF POND - EL. 404.00'
CLAY LINER (TYP.)
SC250 PERMANENT TURF
REINFORCEMENT MAT (PTRM) OR
APPROVED EQUAL
NON -WOVEN
FABRIC
0.5
NE-/
STRIP AND STOCKPILE TOPSOIL
B'
TOP WIDTH
CLAY CORE
ZONE
-8 '
KEY TRENCH
DAM EMBANKMENT DETAIL
RIPRAP OUTLET PROTECTION DETAIL
NTS
VARIES
PLACE TOPSOIL AND VEGETATE
ON EMBANKMENT AND DISTURBED
AREAS ABOVE PERMANENT POOL
SHELL ZONE
EXTEND KEY TRENCH TO H
CLAYEY SOIL - 3' MIN.
CLAY LINER SPECIFICATIONS:
IN ORDER TO HELP SUSTAIN THE PERMANENT POOL AND TO PREVENT WATER FROM
INFILTRATING TOO QUICKLY INTO THE UNDERLYING SOILS, THE CONTRACTOR SHALL
INSTALL A 6' THICK CLAY LINER ON THE BOTTOM OF THE BMP AREA UP TO THE
NORMAL POOL ELEVATION. THE LINER CAN BE ACCOMPLISHED BY BLENDING
EXISTING SITE SOILS WITH CLAY TO ACHIEVE A LOW PERMEABILITY MIXTURE OR BY
INSTALLING A GEOSYNTHEIIC LINER MADE OF A BENTOMAT CL IF THE CONTRACTOR
CHOOSES TO BLEND THE EXISTING SITE SOILS WITH CLAY, THE ONSITE
GEOTECHNICAL ENGINEER SHALL DETERMINE THE AMOUNT OF CLAY TO ADD, THE
DEGREE OF COMPACTION. AND WILL OVERSEE THE INSTALLATION OF THE CLAY
LINER. THE MAXIMUM PERMEABILITY RATE FOR THE LINER SHALL BE 0.01 IN/HR OR
LESS IN ACCORDANCE WTIH THE NCDENR BMP MANUAL THE PROPOSED MATERIAL
FOR THIS UNER SHALL BE TESTED BY THE ONSITE GEOTECHNICAL ENGINEER PRIOR
TO PLACEMENT. THE RESULTS OF THIS TESRNG SHALL BE SUBMITTED TO THE
DESIGN ENGINEER FOR REVIEW PRIOR TO PLACEMENT. UPON COMPLETION OF LINER
INSTALLATION, A 4' MINIMUM LAYER OF TOPSOIL SHALL BE ADDED OVER THE LINER
TO PROVIDE A HEALTHY MEDIA FOR VEGETATION GROWTH.
- - _ _ EXISTING GROUND
DAM EMBANKMENT NOTES:
1) TOPSOIL BENEATH THE EMBANKMENT SHALL BE REMOVED AND STOCKPILED. THE
FOUNDATION WILL BE PROOF ROLLED AND ANY SOFT OR ORGANIC MATERIALS WILL BE
REMOVED.
2) ALL MATERIAL SHAH BE COMPACTED IN 6-8 INCH LIFTS TO 95% OF MAXIMUM
STANDARD PROCTOR DRY DENSITY OR HIGHER (ASTM D-698). THE CLAY CORE ZONE
WILL HAVE A MOISTURE CONTENT OF OPTIMUM TO 4 PERCENT ABOVE OPTIMUM MOISTURE
CONTENT. THE SHELL ZONE FILL WALL HAVE A MOISTURE CONTENT FROM 2 PERCENT
BELOW OPTIMUM MOISTURE CONTENT TO 4 PERCENT ABOVE OPTIMUM.
3) EMBANKMENT FILL:
SHELL ZONE: SOILS WITH LESS THAN 3OX PASSING THE NO. 200 SIEVE OR A PI OF
LESS THAN 10 WHEN THE PERCENTAGE OF MATERIAL PASSING THE NO. 200 SIEVE IS
GREATER THAN 30 PERCENT. SOILS WHICH ARE CLASSIFIED AS CLAYS (CH OR CL)
SHOULD NOT BE USED AT THE FACE OF THE SHELL ZONES.
CLAY CORE ZONE: CH, CL OR SC MATERIAL WITH A PI RANGING BETWEEN 15 AND 60
4) NO FILL SHALL CONTAIN ROCKS OR GRAVEL LARGER THAN 4 INCHES IN DIAMETER.
5) A PROFESSIONAL GEOTECHNICAL ENGINEER SHALL APPROVE ALL MATERIALS USED FOR
THE EMBANKMENT AND SUPERVISE CONSTRUCTION.
5) ALL DISTURBED AREAS ABOVE PERMANENT POOL SHALL BE SEEDED USING THE
FOLLOWING GRASS SEED MIX MANUFACTURED BY ERNST SEED COMPANY: Carolina FACW
Meador Mix ERNMX-182
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831.80 838.80
IIjVARIES�II ^,VARIES
R� VARIES
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-
SONOMA SPRINGS SUBDIVISION
PHASE 3
I PLAN
\.,,LGM
V
ONONI� SpI�IN(j
_ --
F] WA91FD STONE
1 TOP
OF SPILLWAY
1210 TRINITY ROAD, SUITE 102
RALEIGH, NORTH CAROLINA 27607
WET DETENTION DETAILS
NORMAL PO 407.00
..
_ ' ' ' ' ' ' ' ' ' ' ' ' ' ..-
z
a• sum WALL 1ti1:
.• (I- :..
SHALLI
EXTEND TO BOTTOM OF
FILL SLOPE ON
UMTS OF ; .:;PILLWAY
CONCRETE CRADLE "I' . „
s�cl¢�vl TO 8[ T
ON OPEN FHL.
DOWNSTREAM SIDE
287 _ .: -.
____________
SC250 PTRM OR
�,:
SPILLWAY SHOULD
APPROVED EQUAL
----------
----------
Te' CONCIE'fE
EXTEND TO NORMAL
POOL ELEVATION ON
SECTION B -B
B -OZ NON -WOVEN
FILTER FABRIC-
y 7_ +
--------- -
PRESSURE RPE __
BMP SIDE
EMERGENCY SPILLWAY DETAIL
267'
NTS
LIMITS OFJ
CONCRETE �
8' SOLID WNL PVC
TO DAYLIGHT VARMWT
SCREEN TO SE PLACED
ON OPEN Elm.
6' PERFORATED PVC
COU.WM PRE TO IE
COLLECTOR PRE
PI AN VIEW
CAPPED ON BOTH ENDS
CONCRETE CRADLE
Om.)
WOOO '_i7����(Q�'0
O
1.
A
0 Q VO A
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WIDTH OF
r
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TER)
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2:
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-
_
-------- - .-N
PRESSURE RPE
-----------
PLAN VIEW
1.5.
CONCRETE ENDWNL FOR
IRP PIPE PER
NCDOT DETAIL SMSO NCDOT CLASS 1 RIPRM
S' SCUD WALL PVC
MWAI 1/0N CEOSWlIHERC
FABRIC MTH 1a-INOI
TO DAYUSNT
VARMINT SCREEN TO
FLOW
I-
OVERLAP AT ALL SEALS (TYP)
BE PLA® ON OPEN END.
- 24'
Ta
FILTER DIAPHRAGM DETAIL
12 FILTER STONE
SECTION A -A
NTS
RIPRAP OUTLET PROTECTION DETAIL
NTS
VARIES
PLACE TOPSOIL AND VEGETATE
ON EMBANKMENT AND DISTURBED
AREAS ABOVE PERMANENT POOL
SHELL ZONE
EXTEND KEY TRENCH TO H
CLAYEY SOIL - 3' MIN.
CLAY LINER SPECIFICATIONS:
IN ORDER TO HELP SUSTAIN THE PERMANENT POOL AND TO PREVENT WATER FROM
INFILTRATING TOO QUICKLY INTO THE UNDERLYING SOILS, THE CONTRACTOR SHALL
INSTALL A 6' THICK CLAY LINER ON THE BOTTOM OF THE BMP AREA UP TO THE
NORMAL POOL ELEVATION. THE LINER CAN BE ACCOMPLISHED BY BLENDING
EXISTING SITE SOILS WITH CLAY TO ACHIEVE A LOW PERMEABILITY MIXTURE OR BY
INSTALLING A GEOSYNTHEIIC LINER MADE OF A BENTOMAT CL IF THE CONTRACTOR
CHOOSES TO BLEND THE EXISTING SITE SOILS WITH CLAY, THE ONSITE
GEOTECHNICAL ENGINEER SHALL DETERMINE THE AMOUNT OF CLAY TO ADD, THE
DEGREE OF COMPACTION. AND WILL OVERSEE THE INSTALLATION OF THE CLAY
LINER. THE MAXIMUM PERMEABILITY RATE FOR THE LINER SHALL BE 0.01 IN/HR OR
LESS IN ACCORDANCE WTIH THE NCDENR BMP MANUAL THE PROPOSED MATERIAL
FOR THIS UNER SHALL BE TESTED BY THE ONSITE GEOTECHNICAL ENGINEER PRIOR
TO PLACEMENT. THE RESULTS OF THIS TESRNG SHALL BE SUBMITTED TO THE
DESIGN ENGINEER FOR REVIEW PRIOR TO PLACEMENT. UPON COMPLETION OF LINER
INSTALLATION, A 4' MINIMUM LAYER OF TOPSOIL SHALL BE ADDED OVER THE LINER
TO PROVIDE A HEALTHY MEDIA FOR VEGETATION GROWTH.
- - _ _ EXISTING GROUND
DAM EMBANKMENT NOTES:
1) TOPSOIL BENEATH THE EMBANKMENT SHALL BE REMOVED AND STOCKPILED. THE
FOUNDATION WILL BE PROOF ROLLED AND ANY SOFT OR ORGANIC MATERIALS WILL BE
REMOVED.
2) ALL MATERIAL SHAH BE COMPACTED IN 6-8 INCH LIFTS TO 95% OF MAXIMUM
STANDARD PROCTOR DRY DENSITY OR HIGHER (ASTM D-698). THE CLAY CORE ZONE
WILL HAVE A MOISTURE CONTENT OF OPTIMUM TO 4 PERCENT ABOVE OPTIMUM MOISTURE
CONTENT. THE SHELL ZONE FILL WALL HAVE A MOISTURE CONTENT FROM 2 PERCENT
BELOW OPTIMUM MOISTURE CONTENT TO 4 PERCENT ABOVE OPTIMUM.
3) EMBANKMENT FILL:
SHELL ZONE: SOILS WITH LESS THAN 3OX PASSING THE NO. 200 SIEVE OR A PI OF
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5) A PROFESSIONAL GEOTECHNICAL ENGINEER SHALL APPROVE ALL MATERIALS USED FOR
THE EMBANKMENT AND SUPERVISE CONSTRUCTION.
5) ALL DISTURBED AREAS ABOVE PERMANENT POOL SHALL BE SEEDED USING THE
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1210 TRINITY ROAD, SUITE 102
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WET DETENTION DETAILS
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f'' p4�ea F-1222 RALEIGH, NORTH CAROLINA 27607 .xsx"
HH ......... 0W"' PHONE: [phone] SEWER SUMMARY TABLES . PRELIMINARY
dk www.mcWmcrmd.mm FAX: 919 SfATUs
233-4543 DO NOT USE FOR CONSTRUCTION
SANITARY SEWER SUMMARY TABLE
UPSTREAM
STRUCTURE
UPSTREAM RIM
ELEVATION
STRUCTURE
DEPTH (ft)
DOWNSTREAM
STRUCTURE
UPSTREAM
SUMP EL.
DOWNSTREAM
INVERT EL.
PIPE
DIAMETER
MATERIAL
LENGTH
(ft)
SLOPE
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403.93
8.95
CI -205
394.98
418.62
15"
RCP
21.5
0.98%
EX. SSMH-30
415.02
14.45
BNK SSMH-17
400.57
400.52
8"
Ductile Iron
361.0
1.53%
SSMH-31
415.57
11.26
EX SSMH-30
404.31
404.26
8"
Ductile Iron
188.9
1.83%
SSMH-32
413.49
8.28
SSMH-31
405.21
405.16
e"
Ductile Iron
96.3
0.48%
SSMH-33
413.30
7.50
SSMH-32
405.80
405.75
S.
Ductile Iron
69.8
0.53%
SSMH-34
414.79
7.79
SSMH-33
407.00
406.95
8"
Ductile Iron
84.5
1.13%
SSMH-35
417.79
7.39
SSMH-34
410.40
410.38
8"
PVC
148.7
2.10%
SSMH-36
420.34
7.24
SSMH-35
413.10
413.08
8'
PVC (SDR 35)
118.0
2.05%
SSMH-37
423.13
7.93
SSMH-36
415.20
415.17
8'
PVC
136.4
1.35%
SONOMA SPRINGS SUBDIVISION =�CKED�
1E�13IMP
tEiiO iPiai �+++�/1vIA SpP1INC3 PHASE 3FU UAY-VARINA NORTH CAROLINA ty Drim, Suite 500 n F VI W URp 5 Raleigh,North Carolina 27516 1210 TRINITY ROAD, SUITE 102 H
Phone: [phone], Fax: [phone] STORM DRAINAGE AND SANITARY
f'' p4�ea F-1222 RALEIGH, NORTH CAROLINA 27607 .xsx"
HH ......... 0W"' PHONE: [phone] SEWER SUMMARY TABLES . PRELIMINARY
dk www.mcWmcrmd.mm FAX: 919 SfATUs
233-4543 DO NOT USE FOR CONSTRUCTION
STORM DRAINAGE SUMMARY TABLE
UPSTREAM
STRUCTURE
UPSTREAM RIM
ELEVATION
STRUCTURE
DEPTH (ft)
DOWNSTREAM
STRUCTURE
UPSTREAM
SUMP EL
DOWNSTREAM
INVERT EL
PIPE
DIAMETER
MATERIAL
LENGTH
(ft)
SLOPE
CI -190
422.81
4.00
CI -205
418.81
418.62
15"
RCP
21.5
0.98%
CI -191
419.84
4.49
CI -207
415.35
415.16
15"
RCP
75.4
2.05%
CI -192
418.15
4.00
CI -207
414.15
413.96
15'
RCP
21.1
1.72%
CI -193
416.30
4.60
CI -209
411.70
411.49
18"
RCP
86.8
2.07%
CI -195
413.40
5.30
DBL CI -200
408.10
407.85
24'
RCP
53.0
0.50%
CI -202
414.53
4.03
CI -209
410.50
410.31
15'
RCP
21.6
2.63%
CI -205
422.82
4.37
CI -191
418.45
418.26
15"
RCP
142.6
2.03%
CI -207
418.11
4.51
G-193
413.60
413.41
15"
RCP
89.4
1.91%
CI -209
414.50
4.80
CI -195
409.70
409.49
18"
RCP
56.5
2.43%
DBL CI -197
412.95
4.95
DBL CI -200
408.00
407.81
15"
RCP
23.5
0.75%
DBL CI -200
412.95
5.25
HW -201
407.70
407.45
24"
RCP
20.3
0.67E
HW -201
410.90
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SONOMA SPRINGS SUBDIVISION =�CKED�
1E�13IMP
tEiiO iPiai �+++�/1vIA SpP1INC3 PHASE 3FU UAY-VARINA NORTH CAROLINA ty Drim, Suite 500 n F VI W URp 5 Raleigh,North Carolina 27516 1210 TRINITY ROAD, SUITE 102 H
Phone: [phone], Fax: [phone] STORM DRAINAGE AND SANITARY
f'' p4�ea F-1222 RALEIGH, NORTH CAROLINA 27607 .xsx"
HH ......... 0W"' PHONE: [phone] SEWER SUMMARY TABLES . PRELIMINARY
dk www.mcWmcrmd.mm FAX: 919 SfATUs
233-4543 DO NOT USE FOR CONSTRUCTION

ENCLOSURE9
IMPACT MAPS

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ENCLOSURE 10
THREATENED AND ENDANGERED SPECIES SURVEY

Or
United States Department of the Interior
FISH AND WILDLIFE SERVICE
Raleigh Ecological Services Field Office
551 PYLON DRIVE, SUITE F
RALEIGH, NC 27606
PHONE: [phone] FAX: [phone]
Consultation Code: 04EN2000-2017-SLI-0242
Event Code: 04EN2000-2017-E-00577
Project Name: Sonoma Springs Phase 3
January 24, 2017
Subject: List of threatened and endangered species that may occur in your proposed project
location, and/or may be affected by your proposed project
To Whom It May Concern:
The species list generated pursuant to the information you provided identifies threatened,
endangered, proposed and candidate species, as well as proposed and final designated critical
habitat, that may occur within the boundary of your proposed project and/or may be affected by
your proposed project. The species list fulfills the requirements of the U.S. Fish and Wildlife
Service (Service) under section 7(c) of the Endangered Species Act (Act) of 1973, as amended
(16 U.S.C. 1531 etseq.).
New information based on updated surveys, changes in the abundance and distribution of
species, changed habitat conditions, or other factors could change this list. Please feel free to
contact us if you need more current information or assistance regarding the potential impacts to
federally proposed, listed, and candidate species and federally designated and proposed critical
habitat. Please note that under 50 CFR 402.12(e) of the regulations implementing section 7 of
the Act, the accuracy of this species list should be verified after 90 days. This verification can
be completed formally or informally as desired. The Service recommends that verification be
completed by visiting the ECOS-IPaC website at regular intervals during project planning and
implementation for updates to species lists and information. An updated list may be requested
through the ECOS-IPaC system by completing the same process used to receive the enclosed
list.
Section 7 of the Act requires that all federal agencies (or their designated non-federal
representative), in consultation with the Service, insure that any action federally authorized,
funded, or carried out by such agencies is not likely to jeopardize the continued existence of any
federally -listed endangered or threatened species. A biological assessment or evaluation may be
prepared to fulfill that requirement and in determining whether additional consultation with the
Service is necessary. In addition to the federally -protected species list, information on the
species' life histories and habitats and information on completing a biological assessment or

evaluation and can be found on our web page at http://www.fws.gov/raleigh. Please check the
web site often for updated information or changes
If your project contains suitable habitat for any of the federally -listed species known to be
present within the county where your project occurs, the proposed action has the potential to
adversely affect those species. As such, we recommend that surveys be conducted to determine
the species' presence or absence within the project area. The use of North Carolina Natural
Heritage program data should not be substituted for actual field surveys.
If you determine that the proposed action may affect (i.e., likely to adversely affect or not likely
to adversely affect) a federally -protected species, you should notify this office with your
determination, the results of your surveys, survey methodologies, and an analysis of the effects
of the action on listed species, including consideration of direct, indirect, and cumulative
effects, before conducting any activities that might affect the species. If you determine that the
proposed action will have no effect (i.e., no beneficial or adverse, direct or indirect effect) on
federally listed species, then you are not required to contact our office for concurrence (unless
an Environmental Impact Statement is prepared). However, you should maintain a complete
record of the assessment, including steps leading to your determination of effect, the qualified
personnel conducting the assessment, habitat conditions, site photographs, and any other related
articles.
Please be aware that bald and golden eagles are protected under the Bald and Golden Eagle
Protection Act (16 U.S.C. 668 et seq.), and projects affecting these species may require
development of an eagle conservation plan
(http://www.fws.gov/windenergy/eagle_guidance.httnl). Additionally, wind energy projects
should follow the wind energy guidelines (http://www.fws.gov/windenergy/) for minimizing
impacts to migratory birds and bats.
Guidance for minimizing impacts to migratory birds for projects including communications
towers (e.g., cellular, digital television, radio, and emergency broadcast) can be found at:
http://www.fws.gov/migratorybirds/CurrentBirdIssues/Hazards/towers/towers.htm;
http://www.towerkill.com; and
httn://www.fws. gov/mi L-ratorvbirds/CurrentBirdIssues/Hazards/towers/comtow.html.
Not all Threatened and Endangered Species that occur in North Carolina are subject to section 7
consultation with the U.S Fish and Wildlife Service. Atlantic and shortnose sturgeon, sea
turtles,when in the water, and certain marine mammals are under purview of the National
Marine Fisheries Service. If your project occurs in marine, estuarine, or coastal river systems
you should also contact the National Marine Fisheries Service, http://www.nmfs.noaa.gov/
We appreciate your concern for threatened and endangered species. The Service encourages
Federal agencies to include conservation of threatened and endangered species into their project
planning to further the purposes of the Act. Please include the Consultation Tracking Number in
the header of this letter with any request for consultation or correspondence about your project
that you submit to our office. If you have any questions or comments, please contact John Ellis
of this office atj'[e-mail].
Attachment
2

United States Department of Interior
i ( Fish and Wildlife Service
Project name: Sonoma Springs Phase 3
Official Species List
Provided by:
Raleigh Ecological Services Field Office
POST OFFICE BOX 33726
RALEIGH, NC 27636
[phone]
Consultation Code: 04EN2000-2017-SLI-0242
Event Code: 04EN2000-2017-E-00577
Project Type: DEVELOPMENT
Project Name: Sonoma Springs Phase 3
Project Description: NWP App, residential development in Fuquay-Varina, NC
Please Note: The FWS office may have modified the Project Name and/or Project Description, so it
may be different from what was submitted in your previous request. If the Consultation Code
matches, the FWS considers this to be the same project. Contact the office in the 'Provided by'
section of your previous Official Species list if you have any questions or concerns.
http://ecos.fws.gov/ipac, 01/24/2017 11:06 AM

PM£hr t,�FPID[d WII.DLV!
United States Department of Interior
Fish and Wildlife Service
Project name: Sonoma Springs Phase 3
Project Location Map:
Kyry rK :.f -
lrp
s
r�
Project Coordinates: MULTIPOLYGON (((-78.7757170200348 35.634191863877255, -
78.77589941024782 35.631820016936295, -78.7763500213623 35.631811296780924, -
78.7763500213623 35.63187233784851, -78.7766933441162135.631889778145, -
78.77691864967348 35.63233450441927, -78.77691864967348 35.632857708633, -
78.7773370742798 35.633938986489106, -78.77725124359132 35.63406978523804, -
78.77747654914857 35.634226743454214, -78.7757170200348 35.634191863877255)))
Project Counties: Wake, NC
http://ecos.fws.gov/ipac,01/24/2017 11:06 AM
2

United States Department of Interior
g
Fish and Wildlife Service
•R.„ Project name: Sonoma Springs Phase 3
Endangered Species Act Species List
There are a total of 6 threatened or endangered species on your species list. Species on this list should be considered in
an effects analysis for your project and could include species that exist in another geographic area. For example, certain
fish may appear on the species list because a project could affect downstream species. Critical habitats listed under the
Has Critical Habitat column may or may not lie within your project area. See the Critical habitats within your
project area section further below for critical habitat that lies within your project. Please contact the designated FWS
office if you have questions.
Birds
Status
has Critical habitat
Condition(s)
Red -Cockaded woodpecker (Picoides
Endangered
borealis)
Population: Wherever found
Clams
Dwarf wedgemussel (Alasmidonta
Endangered
heterodon)
Population: Wherever found
Tar River spinymussel (Elliptio
Endangered
steinstansana)
Population: Wherever found
Flowering Plants
Michaux's sumac (Rhus michaurii)
Endangered
Population: Wherever found
Insects
rusty patched bumble bee (Bombus
Endangered
afnis)
Population: Wherever found
Mammals
http://ecos.fws.gov/ipac, 01/24/2017 11:06 AM
3

V5.
'sa ems° United States Department of Interior
Fish and Wildlife Service
Project name: Sonoma Springs Phase 3
Northern long-eared Bat (Myotic
Threatened
.septentrionalis)
Population: Wherever found
http://ecos.fws.gov/ipac, 01/24/2017 11:06 AM

United States Department of Interior
Fish and Wildlife Service
M�RC'N 1. T
Project name: Sonoma Springs Phase 3
Critical habitats that lie within your project area
There are no critical habitats within your project area.
http://ecos.fvvs.gov/ipac,01/24/2017 11:06 AM