20171567 Ver 1_401 Application_20171206

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MitchellEnvi � tal RA'SFr, b 2017
Transmittal
Date: Phone Number:
December 6, 2017 919-807-6303
To:
Ms. Karen Higgins
NC Dept. of Environmental Quality
401 & Buffer Permitting Unit
512 N. Salisbury Street (Archdale Bldg. - 9th Floor)
Raleigh, North Carolina 27604 r
Transmitted By:
®Hand Delivery ❑Standard Mail
From:
Scott Mitchell
Re:
Center Street Station — Apex
Attachments:
❑Fed EX ❑Other
Copies Date
Description
5 12/6/2017
PCN Application and supporting documents
I l�&
ch JL/3 Aw Wy V 0-.'%-
Comments:
Please call with any questions or if you need any additional information.
Thank you!
1501 Lakestone Village Lane, Suite 205
Fuquay-Varina, North Carolina 27526
919-669-0329
7

Mitchell Environmental, P.A.
December 6, 2017
Mr. James Lastinger Ms. Karen Higgins
US Army Corps of Engineers NC Dept. of Environmental Quality
Raleigh Regulatory Field Office 401 & Buffer Permitting Unit 3331
Heritage Trade Drive, Suite 105 512 N. Salisbury Street
Wake Forest, North Carolina 27587 Raleigh, North Carolina 27604
RE: Center Street Station NWP 29 Pre -Construction Notification Application
1100 Center Street, Apex, Wake County, North Carolina
Dear Mr. Lastinger and Ms. Higgins:
On behalf of Capital Properties of Raleigh II, LLC, we are requesting authorization from the
USACE to use NWP 29 for 0.056 acres of permanent non -isolated, jurisdictional wetland impacts
for fill/grading for roadway, infrastructure and stormwater conveyance for the proposed residential
development, Center Street Station. We are also requesting a 401 WQC from the NC Department
of Environmental Quality for the above referenced impacts.
Center Street Station is a 7.43 acre, proposed residential development with 45 townhome units
and associated infrastructure (e.g., road infrastructure, utilities and stormwater). The project is
located at 1100 Center Street, Apex, Wake County (Latitude: 35.7275-N Longitude:-78.8358oW).
The project is in the Middle Creek Watershed in the Neuse River Basin. The Water Quality
Classification for Middle Creek is C; NSW. James Lastinger, USACE, visited the site with
Timmons Group environmental staff to confirm the delineation. The delineated jurisdictional areas
included a forested wetland. Cheng Zhang, DWR, visited the site with Timmons Group
environmental staff October 28th, 2016 to make a surface water buffer determination, included
with this submittal is the surface water buffer determination letter (NBRRO#16-348).
The proposed project impacts consist of 0.056 acres of permanent non -isolated wetland impact.
The impacts are required for fill/grading for roadway, infrastructure and stormwater conveyance.
Mitigation is not anticipated for the permanent non -isolated wetland impacts.
A request for a "No Practical Alternatives" Determination has been submitted to the Town of Apex
for the required buffer impacts necessary to install a conveyance pipe and rip -rap dissipator pad
that will discharge stormwater from the constructed wetland proposed for the residential
development. Proposed buffer impacts total 1,429 ft2; hence, mitigation is not anticipated for the
permanent stream buffer impacts.
Please refer to attached PCN, supporting materials and plans for details describing the proposed
impacts. If you have any questions, please do not hesitate to call me (252-933-57 ---- Q
Tustin(cDmitchellenvironmental.com) or Scott Mitchell at (919-669-0329
scott(&mitchellenvironmental.com.) v
Respectfully Submitted, f ; U 6 217
Justin Milstein, LSS
Soil & Environmental Scientist
1501 Lakestone Village Lane, Suite 205
Fuquay-Varina, North Carolina 27526
919-669-0329

Office Use Only:
Corps action ID no.
DWQ project no.
Form Version 1.4 January 2009
Page 1 of 10
PCN 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 Q No
1 d. 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 ❑ 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 Q 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 Q 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:
Center Street Station
2b. County:
Wake
2c.
Nearest municipality / town:
Apex
2d.
Subdivision name:
Center Street Station
2e.
NCDOT only, T.I.P. or state project no:
3.
Owner Information
3a.
Name(s) on Recorded Deed:
Capital Properties of Raleigh II, LLC
3b.
Deed Book and Page No.
016873;02688
3c.
Responsible Party (for LLC if
applicable):
Jeff Palmer
K 7, 7 do— n n g'
3d. Street address:
2840 Plaza Place, Suite 200
3e.
City, state, zip:
Raleigh, NC 27612 g
3f.
Telephone no.:
919-699-2191 -ER PERMIJ-1 INU -1
3g.
Fax no.:
3h.
Email address: j
[e-mail]
Page 1 of 10
PCN Form — Version 1.4 January 2009

4. Applicant Information (if different from owner)
4a. Applicant is:
❑ Agent ❑ Other, specify:
4b. Name:
4c. Business name
(if applicable):
4d. Street address:
4e. City, state, zip:
4f. Telephone no.:
4g. Fax no.:
4h. Email address:
S. Agent/Consultant Information (if applicable)
5a. Name:
Justin Milstein
5b. Business name
(if applicable):
Mitchell Environmental, PA
5c. Street address:
1501 Lakestone Village Lane, Suite 205
5d. City, state, zip:
Fuquay-Varina, NC 27526
5e. Telephone no.:
252-933-5764
5f. Fax no.:
5g. Email address:
I [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):
0741897728
1 b. Site coordinates (in decimal degrees):
ILatitude: 35.7275 Longitude: -78.8358
1 c. Property size:
7.43 acres
2. Surface Waters
2a. Name of nearest body of water to proposed project:
Middle Creek
2b. Water Quality Classification of nearest receiving water:
C; NSW
2c. River basin:
j 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 on the site is mostly forest cover, cleared land and two residential homes. The general land use in the vicinity of the project consist
of mostly residential and commercial developments.
3b. List the total estimated acreage of all existing wetlands on the property: 0.357
3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property: 365
3d. Explain the purpose of the proposed project:
The purpose of the project is to construct the proposed residential development and associated infrastructure for the development.
3e. Describe the overall project in detail, including the type of equipment to be used:
Equipment typical for residential building and grading will be used to construct the development 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 (includingall prior phases)in the past?
® Yes ❑ No ❑ Unknown
Comments: James Lastinger, USAGE 8 Cheng Zhang, DWR
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): James Lastinger, USACE
Agency/Consultant Company: Timmons Group
Other:
4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation.
James Lastinger (USAGE) met onsite and confirmed the wetland delineation with Timmons Group
Cheng Zhang (DWR) met onsite and issued the stream buffer determination with Timmons Group (10/28/2016) - NBRRO#16-348
5. Project History
5a. Have permits or certifications been requested or obtained for
this project (including all prior phases) in the past?
❑Yes ®No ❑ Unknown
5b. If yes, explain in detail according to "help file" instructions.
6. Future Project Plans
6a. Is this a phased project?
❑ Yes © No
6b. If yes, explain.
Page 3 of 10
PCN Form — Version 1.4 January 2009

C. Proposed Impacts Inventory
1. Impacts Summary
1 a. Which sections were completed below for your project (check all that apply):
® Wetlands ❑ Streams — tributaries 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
Fill, Grading
Headwater Wetland
Yes
Corps
0.047
W2 P
Stormwater; Rip -Rap
Headwater Wetland
Yes
Corps
0.01
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:
0.056
2h. Comments:
W1: 2034 sf - Impact for roadway construction and grading.
W2: 425 sf - Impact for a stormwater conveyance pipe/rip-rap dissipator pad.
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:
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 individually 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:
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 DWQ)
If project will impact a protected riparian buffer, then complete the chart below. If yes, then individually list all buffer impacts
below. If any impacts require mitigation, then you MUST fill out Section D of this form.
6a. Project is in which protected basin?
® Neuse ❑ Tar -Pamlico ❑ Catawba ❑ Randleman ❑ Other:
6b.
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
Stormwater Conv./RipRap
UT to Middle Creek
No
923
506
B2 -
Yes/No
B3 -
Yes/No
B4 -
Yes/No
B5 -
I
Yes/No
B6 -
Yes/No
6h. Total Buffer Impacts:
6i. Comments: Stream buffer impacts submitted to Town of Apex for "No Practical Alternatives" Determination.
Page 5 of 10

D. Impact Justification and Mitigation
1. Avoidance and Minimization
1 a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project.
Wetland impact avoidance is impractical due to the combination of location of jurisdictional features on the property, and Town of Apex connectivity
requirements. Impacts have been minimized as much as is practical, while also avoiding dissection of the impacted wetland.
1 b. 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 to prevent impacts to features in non-permitted
areas.
2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State
2a. Does the project require Compensatory Mitigation for
impacts to Waters of the U.S. or Waters of the State?
❑ Yes © No
2b. If yes, mitigation is required by (check all that apply):
❑ DWQ ❑ Corps
2c. If yes, which mitigation option will be used for this
project?
❑ Mitigation bank
❑Payment to in-lieu fee program
❑ Permittee Responsible Mitigation
3. Complete if Using a Mitigation Bank
3a. Name of Mitigation Bank:
3b. Credits Purchased (attach receipt and letter)
Type: Choose one
Type: Choose one
Type: Choose one
Quantity:
Quantity:
Quantity:
3c. Comments:
4. Complete if Making a Payment to In-lieu Fee Program
4a. Approval letter from in4ieu fee program is attached.
❑ Yes
4b. Stream mitigation requested:
linear feet
4c. If using stream mitigation, stream temperature:
Choose one
4d. Buffer mitigation requested (DWQ only):
square feet
4e. Riparian wetland mitigation requested:
acres
4f. Non-riparian wetland mitigation requested:
acres
4g. Coastal (tidal) wetland mitigation requested:
acres
4h. Comments:
5. Complete if Using a 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 © No
6b. If yes, then identify the square feet of impact to each zone of the riparian buffer that requires mitigation. Calculate the
amount of mitigation required.
Zone
6c.
Reason for impact
6d.
Total impact
(square feet)
Multiplier
6e.
Required mitigation
(square feet)
Zone 1
3 (2 for Catawba)
Zone 2
1.5
6f. Total buffer mitigation required:
6g. If buffer mitigation is required, discuss what type of mitigation is proposed (e.g., payment to private mitigation bank,
permittee responsible riparian buffer restoration, payment into an approved in -lieu fee fund).
6h. Comments:
Page 7 of 10

E. Stormwater Management and Diffuse Flow Plan (required by DWQ)
1. Diffuse Flow Plan
1 a. Does the project include or is it adjacent to protected riparian buffers identified
Yes ❑ No
within one of the NC Riparian Buffer Protection Rules?
1 b. If yes, then is a diffuse flow plan included? If no, explain why.
The project has one (1) constructed wetland stormwater BMP to handle storage and treament of
❑X Yes ❑ No
stormwater for the proposed development.
2. Stormwater Management Plan
2a. What is the overall percent imperviousness of this project?
37%
2b. Does this project require a Stormwater Management Plan?
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 project has one (1) constructed wetland stormwater BMP to handle storage and treament of stormwater for the proposed development.
2e. Who will be responsible for the review of the Stormwater Management Plan?
Town of Apex
3. Certified Local Government Stormwater Review
3a. In which localgovernment's jurisdiction is thisproject?
Town of Apex
❑ Phase II
® NSW
3b. Which of the following locally -implemented stormwater management programs
❑ USMP
apply (check all that apply):
❑ Water Supply Watershed
❑ Other:
3c. Has the approved Stormwater Management Plan with proof of approval been
C] Yes © No
attached?
4. DWQ Stormwater Program Review
❑Coastal 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 ❑ No
attached?
5. DWQ 401 Unit Stormwater Review
5a. Does the Stormwater Management Plan meet the appropriate requirements?
❑ Yes ❑ No
5b. Have all of the 401 Unit submittal requirements been met?
❑ Yes ❑ No
Page 8 of 10
PCN Form — Version 1.4 January 2009

F. Supplementary Information
1. Environmental Documentation (DWQ Requirement)
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
El Yes ❑ No
(North Carolina) Environmental Policy Act (NEPA/SEPA)?
1 c. 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 ® No
or Riparian Buffer Rules (15A NCAC 2B .0200)?
2b. Is this an after -the -fact permit application?
❑Yes ®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
El Yes ®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 application includes the full extent of the proposed project; therefore, future impacts are not anticipated from this small residential development.
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 Apex 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
® Yes ❑ No
habitat?
5b. Have you checked with the USFWS concerning Endangered Species Act
❑ Yes ® 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?
The Northern long-eared bat was listed as Threatend in Wake County on 4/5/15. This project involves the removal of trees ( see site plan for details).
6. Essential Fish Habitat (Corps Requirement)
6a. Will this project occur in or near an area designated as essential fish habitat?
❑ Yes ® No
6b. What data sources did you use to determine whether your site would impact Essential Fish Habitat?
http://www.habitat.noas.gov/protection/efh/habitatmapper.html
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 ©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
B. Flood Zone Designation (Corps Requirement)
8a. Will this project occur in a FEMA -designated 100 -year floodplain?
❑ Yes ® No
8b. If yes, explain how project meets FEMA requirements:
8c. What source(s) did you use to make the floodplain determination?
Wake County !MAPS FEMA Flood Layer
Justin M. Milstein
e—�
12/06/2017
Applicant/Agent's Printed Name
Applicant/Agent's Signature
Date
(Agent's signature is valid only if an authorization
letter from the applicant isprovided.)
Page 10 of 10

Mitchell Environmental, P.A.
The Department of the Army
US Army Corps of Engineers
Wilmington District
PO Box 1890
Wilmington, NC 28402-1890
To Whom It May Concern:
AGENT AUTHORIZATION and
PROPERTY OWNER CERTIFICATION FORM
All Blanks to be Filled in by Current Landowner
NCDENR — Division of Water Resources
401 & Buffer Permitting Unit
1650 Mail Service Center
Raleigh, NC 27699-1650
I, the undersigned, current property owner designate and authorize representatives of Mitchell Environmental,
P.A., to act on my behalf as my agent In the processing of permit applications, to furnish upon request
supplemental information in su port f applications, etc., from this day forward.
This the a �P day of 20,2
(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 under Section 404 of the Clean Water Act and/fir Section
10 of the Rivers and Harbors Act of 1899.
This notification supersedes any previous correspondence concerning the agent for this project.
V.
Project Name: G e1744-J�7�/ v� ��� Location: /04 o*ial //aa .,C'i. a,4s►—gFy iiw� ImG
Property Owner's
Property Owner's
Property Owner's Mailing Address: 11? 54'0 10/4'z Gc- '4 /If « � � ,k7-0
60 :1--
Property Owner's Telephone: 1719 --V1f9—qZ1 f1 Fax No.
Property Owner's Email Address:Ly`®D�!�l�ezr --
9501 Lakestone Village Lane, Suite 205
Fuquay-Varina, North Carolina 27526
919-669-0329

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Center Street Station
PIN:0741897728
PIN Ext: 000
Real Estate ID: 0058168
Map Name: 074108
Owner: CAPITAL PROPERTIES OF RALEIGH
II, LLC
Mail Address 1: 2840 PLAZA PL STE 200
Mail Address 2: RALEIGH NC 27612-6343
Mail Address 3:
Deed Book: 016873
Deed Page: 02688
Deed Date: 08/10/2017
Deed Acres: 7.43
Building Value: $96,075
Land Value: $685,100
Total Value: $781,175
Billing Class: Business
Description: SURVEY CYNTHIA SCOTT
HARDIN BM2006 -00981
Heat Area: 2497
Site Address: 1100 CENTER ST
City:
Township: WHITE OAK
Year Built: 1926
Sale Price: $1,250,000
Sale Date: 08/10/2017
Use Type: SINGLFAM
Design Style: Conventional
Land Class: Residential Less Than 10 Acres
Old Parcel Number: 009-00000-0040
A
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Request for a "No Practical Alternatives" Determination
SECTION A: CONTACT INFORMATION
Name of Project:Center Street Station
Project Location:1100 Center Streeet
Owner Information
Name(s) on Recorded Deed:Capital Properties of Raleigh, LLC
Deed Book and Page No.: 16873, 2688
Responsible Party (LLC if applicable):Shenandoah Homes, LLC
Street address:2840 Plaza Place
City, State, zip: Raleigh, NC 27612
Telephone Number: 984.200.5540 E-mail [e-mail]
Applicant Information (if different from Owner)
Applicant is: ❑ Agent a Other, specify: Responsible Party
Name:Jeff Palmer
Business name (if applicable): Shenandoah Homes, LLC
Street address. 2840 Plaza Place
City, State, zip: Raleigh, NC 27612
Telephone Number: 984.200.5540 E-mail [e-mail]
Agent/Consultant Information (if applicable)
Name: Andrew Petty, PE
Business name (if applicable): Curry Engineering
Street address: 205 South Fuquay Avenue
City, State, zip: Fuquay-Varina, NC 27526
Telephone Number: 919-552-0849 E-mail address: [e-mail]
Page 1 of 3 Last updated: 5/21/2015

SECTION B: PROJECT INFORMATION
Property ID (tax PIN or parcel ID):0741 —89-772
property size (acres): / •43
Watershed Data
Watershed Protection Overlay District: ❑ Primary a Secondary
River basin: a Neuse a Cape Fear
Jordan Lake watershed: ❑ Yes B No
Nearest body of watenunnamed tributary
Project Description (Attach additional sheets as necessary)
Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of
this application:
Current property is a single family residence surrounded by wooded and open areas.
List the total estimated linear feet of all existing streams (intermittent and perennial) on the property:
365 linear feet
Explain the purpose of the proposed project and describe it in detail (including the type of equipment to be
used):
45 unit townhome complex. Stream impacts required to connect stormwater BMP discharge
directly to stream above ordinary high water mark.
Jurisdictional Determinations
Have jurisdictional wetland or stream determinations by
the USACE, DWQ, or Town been obtained for this
a Yes ❑ No ❑Unknown
property/project(including all priorphases) in thepast?
If yes, who delineated the jurisdictional areas? ❑ Agency a Consultant
Name (if known): ❑ Other:
If yes, list the dates of the USACE jurisdictional determinations or DWQ or Town determinations and attach
documentation: Documentation is attached.
Project History
Have permits or certifications been obtained for this
project (including all prior phases) in the past? ❑Yes B No ❑Unknown
If yes, explain:
Page 2 of 3 Last updated: 5/21/2015

SECTION C: BUFFER IMPACTS
Impacts Summary (Attach additional sheets/comments as necessary)
Please list all buffer impacts below. If any impacts require mitigation, then you are required to fill out Section D
of the application. If there are more than 4 impact areas, please attach an additional sheet.
Buffers impacted (check all that apply): a Neuse ❑ Jordan Lake ❑ Town of Apex
Mitigation
Zone 1 Impact
Zone 2 impact
Zone 3 impact
Stream name
Reason for Impact
p
required?
(ft)
(ft)
(ft)
UT to Middle Creek (SA)
stormwater BMP discharge
❑ Yes I No
765
487
❑ Yes ❑ No
❑ Yes ❑ No
❑ Yes ❑ No
Total buffer impact:
1765
487
Mapping
Attach a map in sufficient detail and confirm the following criteria have been met:
• The map delineates the boundaries of the project.
• The location and dimensions of buffer disturbance associated with the project are shown.
• The extent of riparian buffers on the land are shown.
Explanation
In order to be in compliance with the Town of Apex LIDO (Section 6.1.11(G) (4)(a)), confirm that the following
criteria have been met by attaching supporting documentation for all three bulleted items.
• The basic project purpose cannot be practically accomplished in a manner that would better minimize
disturbance, preserve aquatic life and habitat, and protect water quality.
• The use cannot practically be reduced in size or density, reconfigured or redesigned to better minimize
disturbance, preserve aquatic life and habitat, and protect water quality.
• Best management practices shall be used if necessary to minimize disturbance, preserve aquatic life and
habitat, and protect water quality.
Certification
By my signature below, I (as the applicant) attest that the information provided is accurate and meets all criteria
as specified in the LIDO.
Andrew Petty Project Manager
Name: Title:
August 31, 2017
Signature: Date:
Page 3 of 3 Last updated: 5/21/2015

Water Resources
ENVIRONMENTAL QUALITY
November 3, 2016
Scott and Cynthia Hardin
4408 Ellinwood Dr.
Apex, NC 27539-8833
PAT MCCRORY
Governor
DONALD R. VAN DER VAART
Secretary
S. JAY ZIMMERMAN
Director
Subject: Surface Water Determination Letter
NBRRO# 16-348
Wake County
Determination Type:
Buffer Call
Isolated or EIP Call
® Neuse 05A NCAC 2B .0233)
Soil USGS
Surve To o
❑ Tar -Pamlico (15A NCAC 2B .0259)
❑ Ephemeral/Intermittent/Perennial Determination
DWR flag
❑ Isolated Wetland Determination
❑ Jordan (15A NCAC 2B .0267)
Pond** X
Project Name:
Location/Directions:
Subject Stream:
1100 Center Street, Apex
The projected area is located off 1100 Center Street, Apex in Wake
County
UT to Middle Creek
Determination Date: 10/28/2016
Staff: Cheng Zhang
Stream E/UP* Not Subject to
Buffers
Subject to
Buffers
Start@
Stop(d)
Soil USGS
Surve To o
A I
X
DWR flag
X X
Pond** X
*E111P = Ephemeral/Intermittent/Perennial
** Pond was filled.
Explanation: The feature(s) listed above has or have been located on the Soil Survey of Wake County, North
Carolina or the most recent copy of the USGS Topographic map at a 1:24,000 scale. Each feature that is checked
"Not Subject" has been determined not to be a stream or is not present on the property. Features that are checked
"Subject" have been located on the property and possess characteristics that qualify it to be a stream. There may be
other streams located on your property that do not show up on the maps referenced above but, still may be
considered jurisdictional according to the US Army Corps of Engineers and/or to the Division of Water Resources
(DWR).
This on-site determination shall expire five (5) years from the date of this letter. Landowners or affected parties that
dispute a determination made by the DWR or Delegated Local Authority may request a determination by the
Director. An appeal request must be made within sixty (60) days of date of this letter or from the date the affected
party (including downstream and/or adjacent owners) is notified of this letter. A request for a determination by the
Division of Water Resources, Raleigh Regional Office, Water Quality Operations Section hup:4 deq.nc.gov/ahout/divisions/water-resources
1628 Mail Service Center, Raleigh, NC 27699-1628 Phone: [phone]
Location: 3800 Barrett Drive, Raleigh. NC 27609 Fax: [phone]

t iuu (-enter Jtreet
WakeCounty
10/28/2016
Page 2 of 2
Director shall be referred to the Director in writing If sending via US Postal Service c/o Karen Higgins DWR — 401 &
Buffer Permitting Unit 1617 Mail Service Center Raleigh, NC 27699-1617. If sending via delivery service (UPS, FedEx,
etc.) Karen Higgins DWR — 401 & Buffer Permitting Unit, 512 N. Salisbury Street Raleigh, NC 27604
This determination is final and binding unless, as detailed above, you ask for a hearing or appeal within sixty (60)
days.
The owner/future owners should notify the Division of Water Resources (including any other Local, State, and
Federal Agencies) of this decision concerning any future correspondences regarding the subject property (stated
above). This project may require a Section 404/401 Permit for the proposed activity. Any inquiries should be
directed to the Division of Water Resources (Central Office) at (919)-807-6300, and the US Army Corp of Engineers
(Raleigh Regulatory Field Office) at (919)-554-4884.
If you have questions regarding this determination, please feel free to contact Cheng Zhang at [phone].
Jrcerel,
Danny Smith
Supervisor, Water Quality Regional Operations Center
cc: RRO DWR File Copy

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REZONING CASE #16CZ28 CONDITIONS:
THE FOLLCIRM CONDITIONS PERTAIN TO REZONING OF PROPERTIES AS PARTOF
REZONING CASE fi6C77S
I. VpNYL SOW IS NOT PEA69TTED; HOWEVER VINYL WINDOWS AND DECORATIVE TRIM
ARE PERMITTED.
2. ALL RESIDENCES SWILL HAVE A CRAWL SPACE OR HAVE A RASED FOUNDATION WHICH
ATA MINIMUM RISES AT LEAST 20 INCHES FROM AVERAGE GRADE ACROSS THE FRONT
OF THE HOSE TO THE FINISHED FLOOR LEVEL AT THE FRONT DOOR
3 EAVES SHALL PROJECT AT LEAST 12 INCHES FROM THE WALL OF THE STRUCTURE.
4. THE VISIBLE SIDE OFA BUeDING FACING THE PUBLIC STREET SHAW. CONTAIN AT LEAST
3 DECORATIVE ELEMENTS SUCH AS. BUT NOT LIMITED TO, THE FOLLOWING ELEMENTS:
WINDOWS
BAY Will"
• RECESSED WINDOW
• DECORATIVE WINDOW
TRIMAROLNDTHEWMAIIS
• WRAP AROUND PORCH OR SDE PORCH
TWO OR MORE BUILDING MATERIALS
DECORATIVE BRICKISTOFE
DECORATIVE TRIM
DECORATIVE SHAKE
DECORATIVE AN VENTS ON GABLE
DECORATIVE GABLE
DECORATIVE CORNICE
COLUMN
PORTICO
BALCONY
• DOWNER
5. AVARED COLOR PALETTE SHALL BE UTILIZED ON HOES THROUGHOUT THE
SUBDIVISION TO INCLUDE A MINIMUM OF THREE COLOR FAMILIES FOR SONG AND SHALL
INCLUDE VARIED TRIM, SHUTTER AND ACCENT COLORS COMPLEMENTING THE SIDING
COLOR
6. THE MAXIMUM DENSITY ALLOWED IS LIMITED TO NO MORE TWIN 10 DWELLING UNITS PER
ACRE.
1. THE APPLICANT WILL ATTEMPT TO WOR( WITH THE OWNER OF 1013 INVESTMENT BLVD
TO PRWIDE A PEDESTRIAN CONNECTION BETWEEN THE REZOEO PROPERTY AND
NVESTMEM BLVD.
LOCATION:
. 1100 CENTER STREET
REAR YARQ
APEX, NORTH CAROLINA
COUNTY:
WAKE
PARCEIg:
0741497728
DM:
01194611146
ZONING:
HIGH DENSITY "WANLY
WOF
RIGHT OF WAY DEOCA710N:
CONDITIONAL ZONING "*F -CZ)
CROSS REFERENCE:
REZTNNG CASE I19CZ28
ACREAGE:
1.43 AC
CURRENT LAD USE:
. SINGLE FAMILY RESIDENTIAL
CURRENT 2030 LAND USE DESIGNATION:
HKd4DEN51TY RESIDENTIAL
WATERSHED:
_ SECONDARY WATERSHED OVERLAY DISTRICT
GRADING TYPE (MASS OR STAGE): _
— MASS
NATURAL DRAINAGE PATTERNS PRESERVED: __
100%
FEW FLOOD MAP.
3TL0(17411)(U 072007420W
ZONE:
X
EFTECTTVEDATE
MAYZ20DS
ANE)rATIONA:
TO BE ANNEXED
FRONT YARD:
IF
REAR YARQ
/5
COWER SIDE;
15
SIDE YARD:
0
BUILDING TO SULDING SETBACK
S
WAYi OTIBtAREA 11
2.64 AC
WOF
RIGHT OF WAY DEOCA710N:
0.16 Ac
GEENWAY DEDICATIN;
0.09 AC
NEUSE RIVER STREAM BUFFER:
0.87 AC
OPEN SPACE i RESOINCE CONSERVATION AREAS:
STANDARD RG REQUIF :.
1.49 AC (21Y%)
TOTAL RCA PROVIDED:
223 AC (31%)
LOT INFORANTIM
CONTACT: MIKE DEATON
EMAL
MAXIMUM ALLOWABLE DENSITY :—
10 UNITS IAM
MAXIMUM ALLOWABLE UNITS
74 UNITS
PROPOSED TOW04 MEUNITS:
45 UNITS
PROPOSED DENSITY:
6.06 UNITS I ACRE
MAXIMUM TOWNHOME EIGHT:
35 FEET
REOIXRE I PARING
TOWMROIE UNIT PARKING:
90 SPACES
2 SPACEAINTT
VISITOR SPACES
11 SPACES
1 SPACE/4LNITS
HAL KIOSK SPACES:
2 SPACES
REQUIRED PARI O G:
103 SPACES
TOWNHOEUNRPAWONG 64SPACES
VISITOR PARKINGSPACES: 11 SPACES
MALKKSKSPAES: 2SPACES
AOASPACES: 6SPACES
PROVIDED PAWING: 103 SPACES
ROAOWAYBIPAOWG:
1.14AC
SDEWAKS:
030 AC
GREENWAYS:
0.03AC
BLX DIMS:
11.92 AC
FUTURE ALOCATION:
025 AC
TOTAL ONSITE IMPERVIOUS AREA -
2.64 AC
TOTAL O TE IMPERVIOUS PERCENT
37%
ALLOWABLE O18TIE IMPERVIOUS PERCENT
60%
SEWAGE USAGE: 13,900 CBD (45 UNITS z 300 GPDNNT)
WATER USAGE 13,54 GPO (45 OATS a 300 GPDI NIT)
i OF SINGLEFANLYATTACHEOUNITS: 45UNFS X$ZMSB/UGIT= 699,026.10
TOTAL FEE4NLIEU OF DEDICATION: W90Z8.10
AND/OR
X ACRES OF LAND DEDKATXN (SFD trio, SFA vo m OR mP 1151 AC PER UMI)
_YES X NO PUBLIC GREENWAYTPAIL CONSTRUCTION
CENTER STREET STATION
TOWN OF APEX
WAKE COUNTY, NORTH CAROLINA
CONSTRUCTION DRAWINGS
PUBLIC WRASTRUCTURE TABLE
SEDIMENTATION i EROSION
UTLITIES LINEAR FOOTAGE
CAST
TOTAL
WATERLINES 915
$130/LF
1,/59MIX)
STORM DUAN MISLIC) 1630
$1.301 LF
2,119.00
SEWERLIES 1100
51301 LF
1,430.00
SIDEWALK I GREENWAYS 2115
$1.35/LF
2,855.25
TURBB GUTTER 2086
5050/LF
1,047.50
"NEW STREETS(PISLIC) 1 936
61MILFLAE 1
1.404.00
'C" d GUTTER (PUBLIC) -AL NEWNEPLACED PUBLIC CURB i GUTTER ON 80TH SEES OF STREET
"NEW STREETS (PUBLIC) -LF PER LANE
ON MAY 16, 2617, THEAPEXTONN COUNCIL APPROVED THE MASTER
SUBDIVISION PLAN FOR THIS PROJECT. PER SECTION 23.T(D)(3) OF THE
UNWED DEVELOPMENT ORDINANCE (UUDO), A DEVELOPMENT APPRO AL FOR
MASTER SUBDIVISION PLANS SHALL AUTOMATICALLY EXPIRE FOUR (4) YEARS
AFTER THE DATE OF THE TOWN CO NICIL S APPROVAL P:
U THE USE AUTHORIZED BY THE DEVELOPMENT APPROVAL FOR THE
MASTER SUBDIVISION PLAN HAS NOT COMMENCED. OR
F) LESS THAN IO% OF THE TOTAL COST OF ALL CONSTRUCTION,
ERECTION. ALTERATION, EXCAVATION, DEMOUTION OR SIMILAR WORK
ON ANY APPROVED DEVELOPMENT HAS BEEN COMPLETED ON THE
SITE. WITH RESPECTTO PHASED DEVELOPMENT. TNSREWIRENENT
SHALL ONLY APPLY TO THE FIRST PHASE
MUNICIPAL 6 U77UTY CONTACTS:
PLAmeff.GNID:
SEDIMENTATION i EROSION
TOM OF APEX
TOWN OF APEX
73WNTER STREET
73 HUNTER STREET
APEX, NC 21502
APEX NC 275M
919-2131136(0)9192A91786(0)
CONTACT: WANDA HARRIS
CONTACT: SHELLY MAYO
CONTACT: STAN FORTER
EMAL: alelym0jasapEnK.a9
EMAIL: sMrtkWaeepesn"M
STORMWATEIR ENGINEERING
14 INNOVATION N AVE
TOWN OF APEX
MORRISVILLE. NC 275W
73 HUNTER STREET
(0)
APEX, W 27502
CONTACT: JOHN LINDWEN
919249-3613(0)
EMAIL: pTn.luKlwerQdlNMrmm
CONTACT: MIKE DEATON
EMAL
UTILITY AGENCIES:
WATER d SEWER
TOWN OF APEX
AT&T NC
1064 UPCHURCH STREET
5715GLR4WOODAVE.
APEX, NC 275112
RALEIGH, NC 27612
919249 -MV (0)
9107857856(0)
CONTACT: TIM DOiELLY
CONTACT: WANDA HARRIS
EMAL UMAomely "aarlcmB
EMAIL whI741®aLLOmn (e)
ELECTRICITY
TOWN OF APEX
CABLE
SPECTRUM
Illi UPCHURCH STREET
14 INNOVATION N AVE
APEX, NO 21502
MORRISVILLE. NC 275W
919449= (0)9198824748
(0)
CONTACT: RODNEY SMITH
CONTACT: JOHN LINDWEN
EMAIL: nIdNy.FNheopeawn
EMAIL: pTn.luKlwerQdlNMrmm
NATURAL GAS
PSNC ENERGY -SCANA
2020 ENERGY DRIVE
APDL, NC 21502
919387+2734(0)
CONTACT:CHRISPFUMCE
EMAIL EpNrmm
Civil Enaineer:
The Curry Engineering Group, PLLC
NC Lkerlse 8 P4M
PO Box 2018
205 S. Fuquay Ave
FuquayYarins, NC 27528
919.552.0849 (o)
910.624.5215 (m)
Contact: Andrew Petty, PE
andye-rryeng.4:om
SUBMITTED TO TOWN OF APEX: SEPTEMBER 1.2017
DRAWING INDEX
C-00 COVER SHEET
C-01 CIVIL NOTES
C-02 EXISTING CONDITIONS & TREE SURVEY
C-03 DEMOLITION PLAN
C-04 SITE LAYOUT PLAN
C-05 ENLARGED SITE LAYOUTS
C-06 CENTER ST ROADWAY IMPROVEMENTS
C-07 UTILITY PLAN
C-08 GRADING & DRAINAGE PLAN
C-09 STORMWATER BMP PLAN AND SECTION
C-10 RAINES MEADOWN OR PLAN AND PROFILE
C-11 OLD GROVE LANE PLAN AND PROFILE
C-12 STORM TO BMP PLAN AND PROFILE
C-13 SS OUTFALL PLAN AND PROFILE
C-14 EROSION CONTROL PLAN - INITIAL PHASE
C-15 EROSION CONTROL CONSTRUCTION PHASE
L-01 LANDSCAPE PLAN
L-02 LANDSCAPE DETAILS
SW -01 PRE -DEVELOPMENT DA MAP
SW -02 POST -DEVELOPMENT DA MAP
SW -03 STORM DRAINAGE DA MAP
D-01 SITE DETAILS I
D-02 SITE DETAILS /I
D-03 SITE DETAILS /it
D-04 SITE DETAILS IV
D-05 WATER DETAILS I
D-06 WATER DETAILS H
D-07 SANITARY SEWER DETAILS
D-08 STORM DRAIN DETAILS
D-09 EROSION CONTROL DETAILS I
D-10 EROSION CONTROL DETAILS /I
D-11 EROSION CONTROL DETAILS III
Landscape Architect:
Southwell Design, PLLC
P.O. Box 37178
Raleigh, NC 27627
919.272.8729 (v)
Contact: Adam Southwell, PLA, ASLA
adamiiisouthwelideslgn.com
Survevor:
Bateman Civil Survey Company
2524 Reliari Avenue
Apex, 111 27530
919.577.1890 (o)
Contact Steven Cancan, PLS
stavenabatemancMlsurvey.Fwm
//
RIIFY
4E�DOwS
PROJECT MANAGER
Ia"M ll R
DATE:
SEPTEMBER 1, 247
FILE Na:
2016068
ORIGINAL SHEET SIZE
`TINE Ik10yES
TONIaNIES
11IID4146 INSPEC1M116 TOWN 1W APER O?NRFKATNIN
Tha drawing has leen revs ed by the Tawn AApex BUEtlkg mspecti«w
DeP3rtment, and m Ne best If my knowkdg<am we, ,, onlortth
n, to e
w
requNemmts establaM1ed within tM Ton's Code of Ominanrts and the Norm
CarolinaSate ft"Codes. However, ma signature tiros not cgrntisuse a
,.— from arty requirements contaked m sol, fedeat sea, «bol node,
Naw,—dilation, Nle «or linarcl. The dwebger/e�ineer/c«rtfxlnr a
wkly responsible nor meeting A appMobie aqulrese-o,
9Y Dne:
""E TOWN OF NEN QRTNfATION
ThK drawing has been resaewed by Its, Town of Also, Fkctrk OeW rbnent aM
m the best A my kr/owkdge aM bNkt conforms to the requirement
esbblimN in me Staod d SPacifiotioos and C«wtructson Oebils and de
Undied ""'_of the Town A Ape,. Hpweve, this spatwe
does not mnstiNte a areae Imm any requirements somabed in arty federal,
state,« local ode, Iw snadf tion, mk««dina—The developer/
engineer/ untied sr a solely mpoo 3k of meeting all appli
requirements.
M: Data:
RIM DEPANTK*MTTOWN W APR QRIIFKATION
This drawing has been aVawed by de Town of Apra Fia Department and m
Me best d my kwwiadp anti belief, oabmwtod—inenne,t anab's_'
wimin tine Town's Stmttlard Specifti00% Me Protection Onll antes, and the
N«th Carolina Inter atans.1 Fire fade. Howe , this signaturedxs not
_oInee aaflame l n ery requkaneent renamed in any (Neral, sate, «
bral coo, low, spetlf aHon, rule ««dWnce. The developer/
engineer/ontrxt« is soiek rtsponsibk for meeting A appkcabk
halm ta.
Date:
PARKS,R TION, AND C111TURAL KWUR FS
TO W N OF APER GERIFIGTNN
these Piens None been reviewed by the Town of Ape. end tome ben of my
kmMedge and bNiN, onf«m m repreeen[nions made by on, developer to
myself aN the Parks. Re,,eation, anti Uloanl Resource AIIA « Ummisvon
onsakM wah the iaojeRs requirement nor public Parks aN Reoeebn,
either In total or in Part, ss pudioe,f in Secdgn 7.3 of the Tam's Unified
DeMopoem Ordbo anaN Mni IV, Section 19 of the Town [Ne. However,
tin.spnrtpre doe rot torwm/ne a varbnah«n ery repuiremenhonalnN
in arty fai sate, «W IoINe. law, speclfiratipn, rule Pr adinana. Tbe
dealoper/engineer /unmet« a sok7v resoonsibk fu, meNog all 'Pislea
—Wremoms
PIAINM19f10MNf TOWN W APR CEREFKAT 11
ThK omtruc-drawbg has been —seal M the Town of Alan Pbnmr,g
.Ise Nnt a ndme,,bestAmylar—Al lleandbel f,—lona to "i
SubdNision« a Planthatwasasn, ofA M PhetownimApex BoardA
[ommKsbrers, aN nens Ue Town A Apex 2anbA Subdvlsbn, «Unified
Development Winaae. ThK s`ratua foes n«rannhutea variant from
any aqu'vemmis A rte rigoWly approved SublMotes«Site Plan dted
above, It am kderal, stns, «brat -1 low. —dificaton, rule, so--, a
oedinmce. N is Me sole nesponsbiNy A the owner/d Isoet,«airy 0 his
agent «P«mact ptofessbnnsm em«e that ma corwtructipn pion meetan
theam,anne—oNralonons es.
M: Date
Land Owners:
Capital Properties of Raleigh 11, LLC
280 Plan Pace, SuBe 200
Rakyh, NC 27612
984.200.5540 (v)
Contact: Jeff Palmer
1palmerillahenandoahhomes.us (e)
INyE611EMfg0AEYAAO
VICINITY MAP
SCALE: 1'=1000
PIIeuG wD1N6 ENWaEwIG TOWN OP APR QIITWfAT10N
This draNng Inca lent reviewed In, the Town &Ape, and to the best or my
knowledge aN befret<omorms to the aq noao rat established lo the
Retied 5p ofk:ations of lbe Town A Apex. However, N, Watae does not
mnsntulea nIb hum any requirementsrmtained'm any federal sate,«
bol otle, low, speciw-1,o,ru1.«osion .Th.
devebpn/engineer/c«rtnct« n so" responsible for neetbg all ap k Ise,
requirement.
By Oak:
faNIK WOKS TAANLPONrATION
We a MEN RRTFKATION
Tha dnwing has been m,iewed by ene Town of Ape,, and m rhe ben A nor
krwwkdg<and belief, prwidts an acce,xaek transportation sytem with
c Isaaatkx, for tM element contained whhin tins hansporsatbnpkn
mnforming to the requirement etatskshed In meSteMard S'—r —
theTowndApea. However. mis siPature dao rotwmtitutea ariame
from env oou i. or —oce. in arryfNnal, sok, «kcal mtie, Naw,
speciftssion,, orominano. The deabpasents, eer/ontracta is soieiy
responsible far meeting se appRobk requitement.
M' Date:
WRIER RESOIIgRS SOA nlr7igN i SEDMFMATION fOMtNOI
Towf4aAPRfENTFlunox
TM1is d—ft has leen reviewed by sine Town of Apes, and to the best of my
knowledge and belief, confoms to tbe requirement established in da Sod
Erosion arM Setlkemation Cgnr[rd Ominance of tbe Tam A Ape,. However,
Ina slpWure dms rotc«utitule a virta«R ham arty t¢Quiremnt cp7.
bnyfederal, sute,«bol mtle.bw, specification, nk«adireat. The
derebpe,/ engineer/contract« n solely res,osI1tW m, meeting aM a Itteae
regpim�nta.
TIIK Neaan doe aot mnnlNk pion apprwM, qnk Plm rpuiesse ib. A
+al+ak ktkr ol0. Milani aAll W mal be tbe aonalli , repunsble
Parsee at a bier dakaomr an mdse a«smtRtlorl saqueNe.
M: Oak:
wAmREseusas S1DW WA191 e4raMHaNG
TowN a APR QRIFKATNN
The Mewing hasbcm reviewed by the Tawn A Ape Wakr Pesauras
Stormwater RUti Engineering Divisionand to the len of my Ln Aaslp and
bekef, onfornn to Ue requirement establimN b the Standalti SpeAltauom
and Cons;w OeWIS aN the Unlfietl D Iopniem ordlaaz Attie Town
AApes Hou,eve,, this signature does not onstiw[eambmt from arty
recaar, t contained Many iNeral, sbk, It local ode, law, specifitatton,
rule aordinarxz. Ile developer/eneneer/contractor is so" —IW
mMire ap appfble regWrementx TM sen_ sones a Use AanrwM
le.la gds pro}2
M' Dee �T
WATER nsot tm UNITY'urwan e; I,
TONIN OF MEN 61tT1FKATN)N II
�Tha Mawlrig has Iee, avlewtN M tee Town bl Apes Wakr 0.esoumesaawlg hn leen aMewn.N by the Town of Me Wam Ikswrces
Department and to tie best of on, lanInaedge aN beeet oen no, to the
onis men. esabkhed in the Mantled Spaol atiauandC«,stuc-
Debet o1 tbe Town AApec However, tins signature dneP rot cunaltuk a
saH from any r ©ukmanb conaYN in arty fele,. state. «fool code,
I—. specilKation, nk It om'mance. The devnoper/a Wnmr/co --K
Wkly responsible for mee" all applblk re tno mems.
gr We:
Developer:
Shenandoah Homes, LLC
2640 Plaza Place, Suit 200
Raleigh, NC 27612
984.200.5540 (v)
Contact: Jeff Palmer
1palmerillahenandoehhomesAw (e)
NOT FOR CONSTRUCTION - FOR REVIEW ONLY
CONSTRUCTION ORARINGS
CENTER
STREET
STATION
COUNTY PN 07/1497728
HNOWIER, CYNTFMd GEORGE HARDIN
110DCENTER STREET
APEX. NC 276M
SHENANDOAH
. ,4 Z. N t
SIENANDMN HOMES
M" Ward
2810 Ph= Wo,. SLiIF 200
1`1410, NIC 27812
0111 -9642004610
M1ble•919814_M
CurryENGINEERING
Jpp,L
ENG/+j
U
on
EST. Q f0
�lH CARO
MC NIG. N0. P -0i W
7(919)5524849 SOua FwMAyetes,
F (919)552-243206 FugteyVame, NC 27526
I SEAL
PRELIMINARY
00 NOT USE FOR
CONSTRUCTION
REVISIONS DATE
JURISDICTION
TOWN OF APEX
PROJECT MANAGER
ANDREW PETTY, PE
DATE:
SEPTEMBER 1, 247
FILE Na:
2016068
ORIGINAL SHEET SIZE
24`AG
TITLE:
COVER SHEET
C-00

GENERAL NOTES:
a
O /Y
A
A.
d /
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11
USE: RESIDENTIAL
— L0. WN Iml 01
I --
PIN: 074189M
/ DB 15618 PG 2564 O
USE RESIDENTIAL IAL 10
' Ip04'3747W NEP
ral•3oszw � 25620 •
SR-Ei 3910& _ - NDy HN x — 24'SG WF
0 aBT«G SOP LINE PROPERTIES. LLC
1r MY15, SUIONG PN9209
: 074189
Ir HARDWOOD 1 g OB1A039:L 1413
MAGNOLIA a 6ECAN"88UU s Lr; J7 �1 SEHNG:STRI
tl p 1r HARDWOOD r PEON ,,,��tp+yyT�• USE:
INDUSTRIAL
'Z
HOUSE 0 3V'9P
2V HW
CRITICAL ROOT DISTOG
Y ZONE, TYP SIRnND
Iwo
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TDgA,Ex,AY 1r }2rC FEI
ASPrKTORNEWAY
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�R MYRTLE
El
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APEX BIKE SHOP, LLC 8 '
PN:07428�2i1
!B 15214 PG 1818 �i' �., JlRS01CTONAI
ZONING
MORRfd �� • . ' . • . WETLANDS
USE RSRESS w —
CONTROL CORNER
NC Cita COORDINATES
— �. NA083Al9R52011
�-
E2018501.32p•
I. THIS PLAN IS NOT INTENDED FOR PLATING OR RECORDATION. THE INTENT OF THIS PIAN IS TO
ILLUSTRATE THE EXISTING FEATURES, STRUCTURES AND TOPOGRAPHY OF THE PROPERTY.
TOPOGRAPHY SHOWN ON THIS IS PUH IS PER FIELD VERIFIED SURVEY CONDUCTED BY A LICENSED
LAND SURVEYOR.
2. THE INFORMATION SHOWN ON THIS PLAN WAS PROVIDED AND DEVELOPED BY OTHERS. CURRY
ENGINEERING DOES NOT GUARANTEE THE ACCURACY OF THE INFORMATION. THE INFORMATION
SHOWN REPRESENTS A FEED SURVEY CONDUCTED BETWEEN JANUARY4EBRLIARY 2016
3. THE ENGINEER UNDERSTANDS THE SURVEY INFORMATION PROVIDED TO MEET THE FOLLOWING
CAIIBW
• THS SURVEY WAS PREPARED BY BATE" CIVIL UNDER COMPANY. ER THE
SU6tVSI0HOF STEVEN P. CARSON. PLS.
•
THIS PLAN HAS BEEN PREPARED FOR LAYOUT AND PERMITTING PURPOSES ONLY.
• FIELD EQUIPMENT USED : TRI6LE SO ROBOTIC TOTAL STATION TRBMLE RS CPS.
• ALL DISTANCES ARE HORIZONTAL GROUND DISTANCES UNLESS OTHERWISE NOTED.
THISLOT IS LOCATEDN ZONES x.'SINDED x ACCORDING TO THE FEDERAL
EMERGENCY MANAGEMENT AGENCY'S FLOOD INSURANCE RATE MMP, COMMUNm PANEL
NUMBER 37201678011. WITH AN EFFECTIVE DATE: DECEMBER 2.2006.
• NO GRID MONUENTS FOUNDWITHIN 2000'
• PROPERTY S SUBJECT TO ALL EASEMENTS AND RESTRICTIONS OF RECORD.
THIS SURVEY WAS PERFORMED WITHOUT THE BENEFIT OF A TITLE COMMITMENT.
4. EXSTW CO DRDNS SHOWN DOES NOT CERTIFY TO THE EXISTENCE OR NONEXISTENCE OF
UNDERGROUND UN.RES THAT MAY OR HAY NOT BE PRESENT ON SITE. CONTRACTOR TO FIELD
VERIFY AND LOCATE ALL UNDERGROUND UTILITIES PRIOR TO STMT OF EXCAVATION.
5. PROPERTY IS LOCATED WITHIN THE SECONDARY WATERSHED OVERLAY DISTRICT.
6. PROPERTIES ARE NOT LOCATED IN A HISTORIC DISTRICT NOR CONTAIN ANY HISTORIC STRUCTURES
PER THE 'WAKE COUNTY INVENTORY OF HISTORIC STRUCTURES -APEX JURISDICTION'
7. FOR SURFACE WATER INFORMATION. REFER TO NCDENR SURFACE WATER DETERMINATION LETTER
NBRROI163B
LEGEND:
N4"
HARDIN, CYNTHIA 8 GEORGE
PIN:0741897128
323,650.27 SOFT.
1.429 ACRES
DB 11944 PG 1146
Ir 'X � 1r8G1r SG 1r sC Ir SG
Ir SG 1rJ_SG 1r 'iT SG
I� 15' SGQ* -VI
1r SO I
WETLANDSNIF
�' 1
/ ?' EUPHORIA INVESTMENTS, LLC
•� PIN: 0747896270
DB 1
/ .' - •-•.•-.� _�•':�'.-. ...:.. ( 4085 PG 1661
_ZONING: LFGI
• .:.:. USE: NDUSTRLAL
STREAM TONAL I
\ / / INPARIANIBUFFER
RIPARIAN BUFFER
`n+ EXIT. UTILITY POLE
DW. TELE PED
4, RON PIPE FUND
BPX NAL FOUND
®RON PIPE SET
0CONCRETE MONUMENT
®AR CONDITIONER
®GRAIN ILET
® CATCH BASH
SIN
O LKINT POLE
O MANHOLE
w WATERVALVE
TREE
ID TELECOMM PEDISTA
x FENCE LINE
— • — • — POTASLE WATER
®— STORM DRAIN
OVERHEAD POWER
n^rvrrvvvwY� TREE LIE
MAKOR CONTOUR
MNORCONTOUR
WTID-- WETLAND
— — RPMVW BUFFER
PROPERTY BOUNDRARY
177 —ADJOINING PROPERTY LINES
ENVIRONMENTAL DELINEATION NOTES:
STRFiW 5 WETUBD DELIEATONS PERTIMMONS GMIP.SRUFACE
WATER OETEAMaNATX7N BY NCOERON NOVEMBER 3,20%LTBRiOF
15318). USACE JURISDICTIONAL LETTER TO BE PROVIDED PRIOR TO
APPROVAL OF CONSTRUCTION DRAWNGB
�I
. 750.7V (TOTAL)
�_1n'EAST
3W SP -
OF LINE
NAD51NSR9201t
. - .
BGH ENTERPRISES, LLC
�
PIN: 0741&93517
D8933B PG 951
ZONING: LN4]I
USE : OFFICE
`n+ EXIT. UTILITY POLE
DW. TELE PED
4, RON PIPE FUND
BPX NAL FOUND
®RON PIPE SET
0CONCRETE MONUMENT
®AR CONDITIONER
®GRAIN ILET
® CATCH BASH
SIN
O LKINT POLE
O MANHOLE
w WATERVALVE
TREE
ID TELECOMM PEDISTA
x FENCE LINE
— • — • — POTASLE WATER
®— STORM DRAIN
OVERHEAD POWER
n^rvrrvvvwY� TREE LIE
MAKOR CONTOUR
MNORCONTOUR
WTID-- WETLAND
— — RPMVW BUFFER
PROPERTY BOUNDRARY
177 —ADJOINING PROPERTY LINES
ENVIRONMENTAL DELINEATION NOTES:
STRFiW 5 WETUBD DELIEATONS PERTIMMONS GMIP.SRUFACE
WATER OETEAMaNATX7N BY NCOERON NOVEMBER 3,20%LTBRiOF
15318). USACE JURISDICTIONAL LETTER TO BE PROVIDED PRIOR TO
APPROVAL OF CONSTRUCTION DRAWNGB
�I
CONTROL COCORME
NC GRID COORDINATES
-- ---
NAD51NSR9201t
N:71941915W
E2018195.6RV
I
I
I
Surveyor: I
Bateman Civil Survey Com any
2524 RaNanea Avonw
Ape:• NC 21539 I
919.577.1080 (o)
CoN - Sown Canon, PLS
Mvsy.com I
NOT FOR CONSTRUCTION • FOR REVIEW ONLY
CONSTRUCTION DRAWINGS
CENTER
STREET
STATION
WAIF COUNTY PIk 014149.7778
PROPERTY OWNER, CYNTHIA B GEORGE HALM
1100 CENTER STREET
APEX NC 2T50i
SHENANDOAH I
11 .- N A .
sHENANDOrW NIOMEs
AYR wad
2810 R® PYw. SLIP 200
R." NC 776124201/55/0
Oliw-95
MSSY-919614.7890
flsfla'h-�w
CurryENGINEERING
J�Py ENG /MFF
U PrP
EST. r--1 10
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91' CA0.0\'r
xD LIG. xo. v -01w
T 19191552-0BI9 South Fupuy AVSNr9
F (919) 552.201.3705 Fuqury-Vam, NC 27529
E SEAL:
PROFESSIONAL ENGINEER SEAL NOT
AFFIXED TO SHEET AS ENGINEER
DOES NOT CERTIFY INFORMATION
PROVIDED BY OTHERS
REVISIONS DATE
JURISDICTION TOWN OF APEX
PROJECT MANAGER ANDREW PETTY. PE
DATE SEPTEMBER 1.2117
FTE NO: 201608
ORIGINAL SHEET Ste: 24X18'
TITLE:
EXISTING CONDITIONS
& TREE SURVEY
SHEET NUMBER
C-02
SCALE:
SCALE. 1 N • 40 FT
40' 20 0 WEG
SCALE IN FEET
HORIZONTAL

CONTRACTOR TO COORDINATE
WITH POWER 8 TELECOMM
COAPANIES ONRELOCATION
OF OVERHEAD POWER I
TELECOMMUNICATIONS LINES
CONTRACTOR TO -
COORDINATE WITH GAS
COMPANY ON GAYS
SERVICE DEMOLITION
GENERAL NOTES:
REMOVE ASPHALT
DRIVEWAY
' REMOVE SEPTIC TANK
AND SEPTIC FIELD PER
WAKE COUNTY
STANDARDS
REMOVE
CONCRETE PAD
X
_ -REMOVE WELL PER WAKE
-- COUNTY d NCDENR
STANDARDS
20 TYPE
'AM BUFFER
WETlAT40 IMPACT
AREA = 2034 SF (0.05 AC)
1. ACOPY OF THE DEMOLITION NOTIFICATION FROM THE NORTH CAROLINA HEALTH HAZARD CONTROL UNITAN ASBESTOS INSPECTION REPORT FROM A
NORTH CAROLINA ACCREDITED ASBESTOS INSPECTOR MUST ACCOMPANY THE APPLICATION FOR THE DEMOLITION PERMIT WHICH MUST BE OBTAINED
PRIOR TO THE START OF DEMOLITION.
2. NO EQUIPMENT IS ALLOWED ON THE SITE OR DISTURBANCE IS PERMITTED UNTIL ALL THE TREE PROTECTION AND SILT FENCING HAS BEEN INSTALLED
AND APPROVED.
3. CONTRACTOR SWILL IMEOATELY NOTIFY OWNER IN THE EVENT THAT UNANTICIPATED HAZARDOUS MATERIALS ARE ENCOUNTERED. CONTRACTOR
SHALL COMPLY WITH ALL REQUIREMENTS AND REGULATIONS REGARDING THE HANDLING AND DISPOSAL OF HAZARDOUS MATERIALS. A COPT OF THE
DEMOLITION NOTFICATION FROM THE NORTH CAROLINA HEALTH HAZARD CONTROL UNIT AN ASBESTOS INSPECTION REPORT FROM A NORTH CAROLINA
ACCREDITED ASBESTOS INSPECTOR MUST ACCOMPANY THE APPLICATION FOR THE DEMOLITION PERMIT WHICH MUST BE OBTAINED PRIOR TO THE START
OF DEMOLRION.
8. DEMOLITION OF STRUCTURES AND/OR UTILITIES BASED ON EXISTING CONORIONS SURVEY. IF FIELD CONDITIONS DIFFER FROM THOSE SHOWN ON THIS
PLAN THAT REQUIRES ADDITIONAL DEMOLITION. ME CONTRACTOR SHALL NOTIFY THE OWNER ANDMOR THE ENGINEER PRIOR TO PROCEEDING WITH
REMOVAL OF STRUCTURE ANDIOR UTILITY. SUBSURFACE UTILITIES AND FEATURES DENOTED ON THIS PLAN SHOULD BE CONSIDERED APPROXIMATE N
NATUREANDHAVE BEEN LOCATED TO THE EXTENT POSSIBLE VLALEVEL'C'SUE METHODS. CONTRACTOR IS RESPONSIBLE FOR SUBSURFACE UTILITY
EXPLORATION. INCLUDING UTILITY 'POTHOLING' OR BY THE EXCAVATION OF TEST PTS AS NECESSARY TO DETERMINE THE UTILITY LOCATION, DEPTHS,
AND MATERIALS.
9. CONTRACTOR SHALL NOT BEGIN ANY DEMOLITION WORK PRIOR TO APPROVAL AND ISSUANCE OF LAND DISTURBANCE AND DEMOLITION PERMITS ISSUED
BYTHE TOWN OF APEX_
10. DO NOT NTERRUPT EXISTING UTILITY SERVICES FOR FACILITIES OCCUPIED BY THE OWNER OR OTHERS EXCEPT WHEN PERMTIED UNDER THE
FOLLOWING CONDITIONS AND THEN ONLY AFTER ARRANGING TO PROVIDE ACCEPTABLE TEMPORARY UNITY SERVICES.
A NOTIFY OWNER NOT LESS THAN 72 HOURS N ADVANCE OF PROPOSED UTILITY SERVICE INTERRUPTIONS.
B. DO NOT PROCEED WITH UTILITY INTERRUPTIONS WITHOUT RECEIVING WRITTEN PERMISSION FROM THE OWNER
11. CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE DONE TO EXISTING TOWN OF APEX OR NCDDT INFRASTRUCTURE, PRIVATE UTILITY, COMPANY
INFRASTRUCTURE, OR ADJACENT PROPERTY OWNERS PROPERTY.
12. CONTRACTOR IS RESPONSIBLE FOR DEVELOPING AND IMPLEMENTING A TRAFFIC CONTROL PLAN PER NCDOT AND MUTCD STANDARDS.
13. CONTRACTOR IS RESPONSIBLE FOR THE SECURITY OF HISMER EQUIPMENT AND MATERIALS STORED ONSCONSTRUCTION
-
14.
DURING CONSTRUCT
14. ANY PAVEMENT CUT SHALL BE DONE AS A FULL DEPTH SAW CUT WITH LINES STRAIGHT AND NEAT.
15. REMOVE ALL EXISTING ONSITE TRASH AND DEBRIS. TRASH SHALL BE REMOVED AND DISPOSED OF N A LEGAL MA)MR. NOTIFY OWNER AND ENGINEER
IF ANY HAZARDOUS MATERIALS (ASBESTOS, LEAD PNM, ETC.) ARE ENCOUNTERED.
16.l
6. REMOVE SIDEWALK(UR
CB AND GUTTER AND OTHER CONCRETE SECTIONS BY SAW CUTTING 'HE NEAREST CONTROL JOINT AWAY FROM THE AREA
DESIGNATED TO BE REMOVED ON THE DEMOLITION PAN
17. NOTIFY AND COORDINATE ANY REQUIRED RELOCATION ANLYOR REMOVAL OF EXISTING UNDERGROUND UTILITIES, POLES. METERS, OR OTHER ABOVE
GROUND APPURTENANCES WITH THE APPROPRIATE UTILITY PROVIDER (I.E. POWER. TELEPHONE CABLE, AND NATURAL GASMPROPANE) PRIOR TO THE
START OF SELECTIVE DEMOLITION WORK
18. ALL DEMOLISHED MATERIALS SHALL BE DISPOSED OF OFFSITE N A LAWFUL MANNER
19. CONTRACTOR SHALL MAINTAIN A CLEAN WORT( SITE, FREE OF DEBRIS, TRASH, OR OTHER CONSTRUCTION MATERIALS. AREAS SUBJECT TO SITE
CONSTRUCTION ADJACENT TO THE PUBLIC RIGHT OF WAY AND PEDESTRIAN SIDEWALKS SHALL. BE LEFT (BROOM CLEAN AT THE END OF EACH WORK DAY.
20. CONTRACTOR 15 RESPONSIBLE FOR ANY TEMPORARY UTILITIES NEEDED OWING CONSTRUCTION.
21. STRUCTURES BEING REMOVED IN, OR WEDIATELY ADJACEHl iO, THE RCA SHALL BE PEAHOVED BYHWD. NO HEAVY MACHINERY SHALL BE USED
Dl1RING DEMOLfTON.
MON ANDS: ILTREE
PROT&'iON7 A(AOSS
Ytkl6Mlb5
XTREE REMOVAL
WETLAND IMPACT
ASPHALT REMOVAL
GRAVEL REMOVAL
BUILDING REMOVAL
CONCRETE REMOVAL
UTILITY DEMOLITION
-TP TREE PROTECTION FENCE
BUFFER ZONE 1 IMPACT
AREA
=923 SF
BUFFER ZONE 2I.PACT
AREA = 506 SF
ADHERE TO WAKE COUNTY ENVIWM ENTAL SERVICES WASTEWATER SYSTEM ABANDONMENT
PROCEDURES TO ABANDON A WASTEWATER SYSTEM LOCATION. FOLLOW THESE STEPS:
1. APPLY FOR AN ABANDONMENT PERMIT. A SITE VISIT WILL BE MADE AND PERMIT WILL BE ISSUED.
2. HAVE AN APPROVED HAULER PUMP THE LIQUID, SLUDGE, AND SCUM FROM ALL THE TANKS N 1HE
SYSTEM
S THE TANK(S) SHOULD BE ABANDONED BY A CERTIFIED SEPTIC INSTALLER, LICENSED PLUMBER,
LICENSED PUBLIC UTILRES CONTRACTOR OR THE CVINER OF THE PROPERTY WHERE THE TANKS)
WARE LOCATED. THEE WAYS TO ABANDON THE TANKS ARE LISTED BELOW
A. REMOVETHETANKS
B. FILL N THE TANKNONEOF TWOWAYS:
FILL IN ENTIRE TANK WITH CONCRETE. MUST CAP OFF INLET AND OUTLET PPE
PENETRATIONS FIRST.
CAP OFF INLET AND OUTLET PIPE PENETRATIONS WITH CONCRETE, FILL IN ENTRE
TANK WITH SAND OR PEA GRAVEL, AND THEN CAP OFF BOTH INLET AND OUTLET
ACCESS OPENINGS WITH CONCRETE.
C. CRUSH TAN( N PLACE. BREAK UP BOTTOM OF TANK SO WATER DOES NOT POND ON TOP. FILL N
AREA WITH SAND OR PEA GRAVEL. PACK MATERIAL TO ENSURE SETTLING COMPLETE
4. BACKFILL THE EXCAVATION WITH CLEAN CLAY MATERML TO NATURAL GRADE AND ESTABLISH A
VEGETATIVE COVER
S. DISCONNECT POWER AT THE SOURCE TO ALL ELECTRICAL CONTROLS AND REMOVE ALL CONTROLS
AND PANELS.
G REMOVE ALL PARTS OF THE DRAINFELD ON THE GROUND SURFACE (SUCH AS VALVES, VALVE BOXES
AND RISERS), BACKFILL THE AREA TO A NATURAL GRADE AND ESTABLISH A VEGETATIVE COVER
7. COAT ALL SURFACE AREAS EXPOSED TO EFFLUENT WITH HYDRATED LIME AND ESTABLISH A
VEGETATIVE COVER.
B RECOMME D70 WANT AT LEAST 18 MONTHS BEFORE USING THE DISPOSAL AREA FOR GARDENING
OR CONSTRUCTION.
ENVIRONMENTAL DELINEATION NOTES
STREAM d WETLAND DELINEATIONS CONDUCTED BY TIMMONS GROUP IN OCTOBER I
2016. USACE B NCDENR CONCURRENCE OF ENVIRONMENTAL FEATURES NOVEMBER
2016. NCDENR JURISDICTIONAL LETTER TO BE PROVIDED PRIOR TO APPROVAL OF
CONSTRUCTION DRAWINGS.
1. CONTRACTOR IS RESPONSIBLE FOR OBTAINING A WELL
ABA14DONIENT PERMIT FROM WAIF COUNTY DEPARTMENT
OF ENVIRONMENTAL SERVICES (WCDES) PRIOR TO
ABANDONING WELL. CONTRACTOR SHALL PROVIDE WCDES
24 HOURS NOTICE d OBTAIN
PERMIT PRIOR TO
ABANDONMENT.
2. ALL WATER SUPPLY WELLS SHALL BE PERMANENTLY
ABANDONED PER NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AID NATURAL RESOURCES DIVISION OF
WATER QUALITY STANDARDS, ABANDONMENT OF WELLS
SHALL ADHERE TO TITLE 15A NORTH CAROLINA
ADMINISTRATIVE CODE, CHAPTER 2C, SECTION AI13, TO
OBTAIN A COMPLETE COPY OF THESE RULES:
I4mJhopals.�l!.sb4.rc.uslntxasp OR CONTACT THE
DMSON OF WATER RESOURCES AT DEER AQUIFER
PROTECTION SECTION 1636 MAIL SERVICE CENTER RALEIGH,
NORTH CAROLINA 2711931636 PHONE: (919) T33-3221 FAX:
(919)715-05M
3. WELLS MUST BE ABANDONED BY A CERTIFIED WELL
CONTRACTOR.
4. THE WELL CONTRACTOR MUST SUBMIT A RECORD OF
ABANDONMENT fNCDENR FORM GW -30) TO THE DIVISION OF
WATER RESOURCES' WITHIN 30 DAYS AFTER COMPLETON
OF WELL ABANDONMENT.
TMA cbruWMas aAdM eYw roNlfy tlutllw •rb Me seen nw.N.e.nn aPpa a y -ft
CONNECT TREE PROTECTION
A TOWN OF APEX COMMENTS
PVI-Er4prereq Deb Nit. SbmweW
DW
WI-Trruporlellm Vero P -v
DaY
1AdaN0 Au0e MON Data Plemvq.TrantGPrletiui
FENCE TO EXISTING WOODEN
FENCE
WR-Utft ElgarorlrN Oete Fee
DW
Ebcbc Dab Prae. Pecebvn, d Cultural Rw.
DA1�
CONNECT TREE PROTECTION
FENCE TO EXISTING WOODEN
TRRESB11R(WE
G��
TRIf(VA ON
CONNECT TREE PROTECTIONFENCE
JURISDICTION
TOWN OF APEX
FENCETO EtiSTBX. wO�EN
Tuff®F/W TREE B HW
ANDREW PETTY, PE
DATE:
TREE 1OA!t CA TREE t0 MW TREE
FENCE TO EXISTING WOODEN 10 TYPE
NW FENCE
201""
ORIGINAL SHEET SIZE:
21538'
TITLE
DEMOLITION PLAN
Toff 12 HW 3 0. HW
'A -SUPPER
-
TREE it HW
,�_ _ _
- -
TREE 27 HW
'�
.],-/-
BALD S A
'
XX
I"1
LJ�
(SEE NOTE $21)
N
\/
\
`REMOVE WELL PER WAKE
/\
COUNTY 8 NCDENR
STANDARDS
REMOVE
\ (� REMOVE BUILDINGTREE
` CONTRACTOR TO COORDINATE
R(SE'E�NO
BILILDW
COIV$ERVATION
:�N6A RCA)
DO NOT REMOVE ANY TREES
WITHIN TREE PROTECTION
FENCE' REMOVE &111DeM5'
ONLY
/
WITH GAS COMPANY ON GAS
SERVICE DEMOLITION
^
x
:
.eAU97L-
.0.161L.
X
Y
RELOCATE FIRE
I\
HYDRANT PER
` UTILITY PLAN X
REMOVE CONCRETE
)
XDRIVEWAYCONSTRUCTION
^
REMOVE GRAVEL
DRIVEWAY
ENTRANCE
REMOVE ASPHALT
v
x
1
DRIVEWAY
REMOVE
CONCRETE PAD
REMOVE SEPTIC T D
REMOVE
NOTE ''
SEPTIC FIELD PER WAK
COUNTY STANDARDS E[SEE
/`
' REMOVE SEPTIC TANK
AND SEPTIC FIELD PER
WAKE COUNTY
STANDARDS
REMOVE
CONCRETE PAD
X
_ -REMOVE WELL PER WAKE
-- COUNTY d NCDENR
STANDARDS
20 TYPE
'AM BUFFER
WETlAT40 IMPACT
AREA = 2034 SF (0.05 AC)
1. ACOPY OF THE DEMOLITION NOTIFICATION FROM THE NORTH CAROLINA HEALTH HAZARD CONTROL UNITAN ASBESTOS INSPECTION REPORT FROM A
NORTH CAROLINA ACCREDITED ASBESTOS INSPECTOR MUST ACCOMPANY THE APPLICATION FOR THE DEMOLITION PERMIT WHICH MUST BE OBTAINED
PRIOR TO THE START OF DEMOLITION.
2. NO EQUIPMENT IS ALLOWED ON THE SITE OR DISTURBANCE IS PERMITTED UNTIL ALL THE TREE PROTECTION AND SILT FENCING HAS BEEN INSTALLED
AND APPROVED.
3. CONTRACTOR SWILL IMEOATELY NOTIFY OWNER IN THE EVENT THAT UNANTICIPATED HAZARDOUS MATERIALS ARE ENCOUNTERED. CONTRACTOR
SHALL COMPLY WITH ALL REQUIREMENTS AND REGULATIONS REGARDING THE HANDLING AND DISPOSAL OF HAZARDOUS MATERIALS. A COPT OF THE
DEMOLITION NOTFICATION FROM THE NORTH CAROLINA HEALTH HAZARD CONTROL UNIT AN ASBESTOS INSPECTION REPORT FROM A NORTH CAROLINA
ACCREDITED ASBESTOS INSPECTOR MUST ACCOMPANY THE APPLICATION FOR THE DEMOLITION PERMIT WHICH MUST BE OBTAINED PRIOR TO THE START
OF DEMOLRION.
8. DEMOLITION OF STRUCTURES AND/OR UTILITIES BASED ON EXISTING CONORIONS SURVEY. IF FIELD CONDITIONS DIFFER FROM THOSE SHOWN ON THIS
PLAN THAT REQUIRES ADDITIONAL DEMOLITION. ME CONTRACTOR SHALL NOTIFY THE OWNER ANDMOR THE ENGINEER PRIOR TO PROCEEDING WITH
REMOVAL OF STRUCTURE ANDIOR UTILITY. SUBSURFACE UTILITIES AND FEATURES DENOTED ON THIS PLAN SHOULD BE CONSIDERED APPROXIMATE N
NATUREANDHAVE BEEN LOCATED TO THE EXTENT POSSIBLE VLALEVEL'C'SUE METHODS. CONTRACTOR IS RESPONSIBLE FOR SUBSURFACE UTILITY
EXPLORATION. INCLUDING UTILITY 'POTHOLING' OR BY THE EXCAVATION OF TEST PTS AS NECESSARY TO DETERMINE THE UTILITY LOCATION, DEPTHS,
AND MATERIALS.
9. CONTRACTOR SHALL NOT BEGIN ANY DEMOLITION WORK PRIOR TO APPROVAL AND ISSUANCE OF LAND DISTURBANCE AND DEMOLITION PERMITS ISSUED
BYTHE TOWN OF APEX_
10. DO NOT NTERRUPT EXISTING UTILITY SERVICES FOR FACILITIES OCCUPIED BY THE OWNER OR OTHERS EXCEPT WHEN PERMTIED UNDER THE
FOLLOWING CONDITIONS AND THEN ONLY AFTER ARRANGING TO PROVIDE ACCEPTABLE TEMPORARY UNITY SERVICES.
A NOTIFY OWNER NOT LESS THAN 72 HOURS N ADVANCE OF PROPOSED UTILITY SERVICE INTERRUPTIONS.
B. DO NOT PROCEED WITH UTILITY INTERRUPTIONS WITHOUT RECEIVING WRITTEN PERMISSION FROM THE OWNER
11. CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE DONE TO EXISTING TOWN OF APEX OR NCDDT INFRASTRUCTURE, PRIVATE UTILITY, COMPANY
INFRASTRUCTURE, OR ADJACENT PROPERTY OWNERS PROPERTY.
12. CONTRACTOR IS RESPONSIBLE FOR DEVELOPING AND IMPLEMENTING A TRAFFIC CONTROL PLAN PER NCDOT AND MUTCD STANDARDS.
13. CONTRACTOR IS RESPONSIBLE FOR THE SECURITY OF HISMER EQUIPMENT AND MATERIALS STORED ONSCONSTRUCTION
-
14.
DURING CONSTRUCT
14. ANY PAVEMENT CUT SHALL BE DONE AS A FULL DEPTH SAW CUT WITH LINES STRAIGHT AND NEAT.
15. REMOVE ALL EXISTING ONSITE TRASH AND DEBRIS. TRASH SHALL BE REMOVED AND DISPOSED OF N A LEGAL MA)MR. NOTIFY OWNER AND ENGINEER
IF ANY HAZARDOUS MATERIALS (ASBESTOS, LEAD PNM, ETC.) ARE ENCOUNTERED.
16.l
6. REMOVE SIDEWALK(UR
CB AND GUTTER AND OTHER CONCRETE SECTIONS BY SAW CUTTING 'HE NEAREST CONTROL JOINT AWAY FROM THE AREA
DESIGNATED TO BE REMOVED ON THE DEMOLITION PAN
17. NOTIFY AND COORDINATE ANY REQUIRED RELOCATION ANLYOR REMOVAL OF EXISTING UNDERGROUND UTILITIES, POLES. METERS, OR OTHER ABOVE
GROUND APPURTENANCES WITH THE APPROPRIATE UTILITY PROVIDER (I.E. POWER. TELEPHONE CABLE, AND NATURAL GASMPROPANE) PRIOR TO THE
START OF SELECTIVE DEMOLITION WORK
18. ALL DEMOLISHED MATERIALS SHALL BE DISPOSED OF OFFSITE N A LAWFUL MANNER
19. CONTRACTOR SHALL MAINTAIN A CLEAN WORT( SITE, FREE OF DEBRIS, TRASH, OR OTHER CONSTRUCTION MATERIALS. AREAS SUBJECT TO SITE
CONSTRUCTION ADJACENT TO THE PUBLIC RIGHT OF WAY AND PEDESTRIAN SIDEWALKS SHALL. BE LEFT (BROOM CLEAN AT THE END OF EACH WORK DAY.
20. CONTRACTOR 15 RESPONSIBLE FOR ANY TEMPORARY UTILITIES NEEDED OWING CONSTRUCTION.
21. STRUCTURES BEING REMOVED IN, OR WEDIATELY ADJACEHl iO, THE RCA SHALL BE PEAHOVED BYHWD. NO HEAVY MACHINERY SHALL BE USED
Dl1RING DEMOLfTON.
MON ANDS: ILTREE
PROT&'iON7 A(AOSS
Ytkl6Mlb5
XTREE REMOVAL
WETLAND IMPACT
ASPHALT REMOVAL
GRAVEL REMOVAL
BUILDING REMOVAL
CONCRETE REMOVAL
UTILITY DEMOLITION
-TP TREE PROTECTION FENCE
BUFFER ZONE 1 IMPACT
AREA
=923 SF
BUFFER ZONE 2I.PACT
AREA = 506 SF
ADHERE TO WAKE COUNTY ENVIWM ENTAL SERVICES WASTEWATER SYSTEM ABANDONMENT
PROCEDURES TO ABANDON A WASTEWATER SYSTEM LOCATION. FOLLOW THESE STEPS:
1. APPLY FOR AN ABANDONMENT PERMIT. A SITE VISIT WILL BE MADE AND PERMIT WILL BE ISSUED.
2. HAVE AN APPROVED HAULER PUMP THE LIQUID, SLUDGE, AND SCUM FROM ALL THE TANKS N 1HE
SYSTEM
S THE TANK(S) SHOULD BE ABANDONED BY A CERTIFIED SEPTIC INSTALLER, LICENSED PLUMBER,
LICENSED PUBLIC UTILRES CONTRACTOR OR THE CVINER OF THE PROPERTY WHERE THE TANKS)
WARE LOCATED. THEE WAYS TO ABANDON THE TANKS ARE LISTED BELOW
A. REMOVETHETANKS
B. FILL N THE TANKNONEOF TWOWAYS:
FILL IN ENTIRE TANK WITH CONCRETE. MUST CAP OFF INLET AND OUTLET PPE
PENETRATIONS FIRST.
CAP OFF INLET AND OUTLET PIPE PENETRATIONS WITH CONCRETE, FILL IN ENTRE
TANK WITH SAND OR PEA GRAVEL, AND THEN CAP OFF BOTH INLET AND OUTLET
ACCESS OPENINGS WITH CONCRETE.
C. CRUSH TAN( N PLACE. BREAK UP BOTTOM OF TANK SO WATER DOES NOT POND ON TOP. FILL N
AREA WITH SAND OR PEA GRAVEL. PACK MATERIAL TO ENSURE SETTLING COMPLETE
4. BACKFILL THE EXCAVATION WITH CLEAN CLAY MATERML TO NATURAL GRADE AND ESTABLISH A
VEGETATIVE COVER
S. DISCONNECT POWER AT THE SOURCE TO ALL ELECTRICAL CONTROLS AND REMOVE ALL CONTROLS
AND PANELS.
G REMOVE ALL PARTS OF THE DRAINFELD ON THE GROUND SURFACE (SUCH AS VALVES, VALVE BOXES
AND RISERS), BACKFILL THE AREA TO A NATURAL GRADE AND ESTABLISH A VEGETATIVE COVER
7. COAT ALL SURFACE AREAS EXPOSED TO EFFLUENT WITH HYDRATED LIME AND ESTABLISH A
VEGETATIVE COVER.
B RECOMME D70 WANT AT LEAST 18 MONTHS BEFORE USING THE DISPOSAL AREA FOR GARDENING
OR CONSTRUCTION.
ENVIRONMENTAL DELINEATION NOTES
STREAM d WETLAND DELINEATIONS CONDUCTED BY TIMMONS GROUP IN OCTOBER I
2016. USACE B NCDENR CONCURRENCE OF ENVIRONMENTAL FEATURES NOVEMBER
2016. NCDENR JURISDICTIONAL LETTER TO BE PROVIDED PRIOR TO APPROVAL OF
CONSTRUCTION DRAWINGS.
1. CONTRACTOR IS RESPONSIBLE FOR OBTAINING A WELL
ABA14DONIENT PERMIT FROM WAIF COUNTY DEPARTMENT
OF ENVIRONMENTAL SERVICES (WCDES) PRIOR TO
ABANDONING WELL. CONTRACTOR SHALL PROVIDE WCDES
24 HOURS NOTICE d OBTAIN
PERMIT PRIOR TO
ABANDONMENT.
2. ALL WATER SUPPLY WELLS SHALL BE PERMANENTLY
ABANDONED PER NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AID NATURAL RESOURCES DIVISION OF
WATER QUALITY STANDARDS, ABANDONMENT OF WELLS
SHALL ADHERE TO TITLE 15A NORTH CAROLINA
ADMINISTRATIVE CODE, CHAPTER 2C, SECTION AI13, TO
OBTAIN A COMPLETE COPY OF THESE RULES:
I4mJhopals.�l!.sb4.rc.uslntxasp OR CONTACT THE
DMSON OF WATER RESOURCES AT DEER AQUIFER
PROTECTION SECTION 1636 MAIL SERVICE CENTER RALEIGH,
NORTH CAROLINA 2711931636 PHONE: (919) T33-3221 FAX:
(919)715-05M
3. WELLS MUST BE ABANDONED BY A CERTIFIED WELL
CONTRACTOR.
4. THE WELL CONTRACTOR MUST SUBMIT A RECORD OF
ABANDONMENT fNCDENR FORM GW -30) TO THE DIVISION OF
WATER RESOURCES' WITHIN 30 DAYS AFTER COMPLETON
OF WELL ABANDONMENT.
TMA cbruWMas aAdM eYw roNlfy tlutllw •rb Me seen nw.N.e.nn aPpa a y -ft
wN6W Wu ellr,A4 on IMe torr eMM J1NASA mutnclaP PIAtw.
A TOWN OF APEX COMMENTS
PVI-Er4prereq Deb Nit. SbmweW
DW
WI-Trruporlellm Vero P -v
DaY
1AdaN0 Au0e MON Data Plemvq.TrantGPrletiui
One
WR-Utft ElgarorlrN Oete Fee
DW
Ebcbc Dab Prae. Pecebvn, d Cultural Rw.
DA1�
WR-SdE Dme
NOT FOR CONSTRUCTION • FOR REVIEW ONLY
CONSTRUCTION DRAWINGS
CENTER
STREET
STATION
WAKE COUNTY PIN 114111-1711
PROPERTY OWNER: CYNTHIA d GEORGE HARDN
1100 CENTER STREET
APEX, NC 27502
SHENANDOAH
.i 111mk "
SHERA D H HOMES
Mali W&B
2810 Plea Place. Style 200
Raletgn, NC 27612
ONa - 984-20055/0
MP6k-919b1a7600
r�k�JSDanarCoahMmies.us
CIVL ENGINEER:
CurryENGINEERING r
v ENG 7N
J?P
U N
EST. Q 10
O 2
STN CARO)
NC LIC. N0. P-0198
11919)5524649 SmA1 FW.Y Awns
F 1919: 552-2013205 Fu 0I V-, NC 27526
FSEAL
PRELIMINARY
00 NOT USE FOR
CONSTRUCTION
REVISIONS
DATE
A TOWN OF APEX COMMENTS
101417
JURISDICTION
TOWN OF APEX
PROJECT MANAGER
ANDREW PETTY, PE
DATE:
SEPTEMBER 1, 2017
FILE NO.:
201""
ORIGINAL SHEET SIZE:
21538'
TITLE
DEMOLITION PLAN
SHEET NUMBER:
C-03
SCALE:
SCALE: 1 IN = 40 FT
40' 20' 0 4P BD
SCALE IN FEET
HORIZONTAL

.a
_ �■
UNI •w'
•.,© ,, I ��� �� I s'► i '
. 17.' ♦ �.. �>t 0 � � � 4 �wtN�l .tea• � .
11011-!m Iry Irmw2wimail
SON
4
/
4,1
IATAPER
TE TO EWING EDP AND �/ x//\\/•
STRIPING IB PUBLIC ^/
EASENEM, '9` `
F TYP
20 ROW / R
DEDICATION �
AASMTO SCAM DISTANCE. � STORM •j�[`
REFER TO TABLE FOR / DRAIN
DISTANCE EASEAQIT A
SUPPER
/ VARIABLE WIDTH PUBLIC
/ SIDEWALK EASEMENT, TYP
FUTURE ROADWAY
/ A
GENERAL NOTES
0 6
71-M
/•
/ s j SMWUGEMEMTAREA i
•VARNBLE WIDTH PUBLIC
\
CONSERVATION i
t82rfi I I
BEGIN
STATION
���
STORMEASEMEIT
OLD DROVE LANE
124.23'
�
•, '��
tom) F� Q► k7 F� M-
END FENCE
1
STREAM
19GI7
5015517E
VARIABLE WIDTH PRIVATEBMP ORItAl.EHTAL
18-41.07
T -iD ZaMi€2FNEDSE- -' - - J
OLD GROVE LANE
23731'
AOCESSBMANTEMANCEFjSEMENT FE17CE,TYp
IOWDAB
RIPARIAN BUFFER
L/
RASES MEADOW DRIVE
13503'
. -
SSTYPE
11.3503
AIDHTTIFN La"
NOHR
MIONSTHQ£T mvIRSWJTOF TMEOMA9
SDLETimgT YNDRSIPffi
A BLUFFER
AKEYED
N•VISBLITY CROSSWALKIWHITE THERMOPLASTIC 124'
®
STANDARD CROSSWALK IMRE THERMOPLASTIC IS'
(SFll
0496 %1
l� DTI
PT
RIGHT TURN ARROW I WIDE THERMOPLASTIC
®
2-r MIN SKIP/ WHITE TIERMOPL/STIC IC
RAILED AEAD0IY CENTER STP"'50 5.0 7.9
&7 585
495
NAMESVE
DRIVE OLD GROVE LANE 30 5.0 7S
6.7 30
295
NOTES:
0 6
NMN
�\ ®,
.meq
/•
/ s j SMWUGEMEMTAREA i
•VARNBLE WIDTH PUBLIC
\
CONSERVATION i
t82rfi I I
BEGIN
STATION
END
STATION
STORMEASEMEIT
OLD DROVE LANE
124.23'
�
18-41.07
1
•�
END FENCE
1
STREAM
19GI7
5015517E
VARIABLE WIDTH PRIVATEBMP ORItAl.EHTAL
18-41.07
T -iD ZaMi€2FNEDSE- -' - - J
OLD GROVE LANE
23731'
AOCESSBMANTEMANCEFjSEMENT FE17CE,TYp
IOWDAB
RIPARIAN BUFFER
L/
RASES MEADOW DRIVE
13503'
. -
SSTYPE
11.3503
AIDHTTIFN La"
NOHR
MIONSTHQ£T mvIRSWJTOF TMEOMA9
SDLETimgT YNDRSIPffi
A BLUFFER
1. ALL CONSTRUCTION SMALL BE PER TOWN OF APEXAND NCDOT STANDARDS AND SPECIFICATIONS
2. ALL DIMENSIONSARE N FEET AND TO EDGE OF PAVEMENT UNLESS OTHERWISE NOTED.
3. ALL SITE EIEMENTS ARE PERPENDICULAR TO EACH OTHER UNLESS OTHERWISE NOTED.
4. CONTRACTOR CONTACT OWNERS OF EASEMENTS, RIGATi"AYS AND UTLRES. PUBLIC OR PRNATE, BEFORE WORKING N THESE AREAS.
5. PRO7CCTALL PROPERTY YOMILENTSAID OBIS MONAMENTS AND PNS THAT WILL BE DISTURBED DURING CONSTRUCTION SMALL BE REFERENCED AND REPLACED BY A LICENSED LAND SUW'EYOR AT
THE COST OF THE CONTRACTOR
6. CONTRACTOR SMALL MANIAN THE SITE N SUCHA MANNER THAT WOROENAND THE PUBLIC WILL BE PROTECTED FROM W.RY AND KUONNG PROPERTY PROTECTED FROM DAMAGE
7. CONTRACTOR SHALL REMOVE ALL MAW AND DEBRIS FROM THE SITE UPON COMPLETION OF THE PROJECT NE ATLEW ONCE AWEEK DURING CONSTRUCTION,
B. CONTRACTOR 6 RESPONSIBLE FOR DAMAGE TO ANY VWW TEAANAOfR MATERIAL DUE TOCONSTRUCTION OPERATtONS. ALL STREET SURFACES. UTILITY POLES CULVERTS, DITCHES, CURB AND
GUTTER OR OTHER STRUCTURES THAT ME OSTURBEDOR DAMAGED N ANY MAKER AS ARESULT OF CONSTRUCTION SMALL BE REPLACED OR REPAIRED BY THE CONTRACTOR N ACCORDANCE WITH
THE APPROPRIATE SPECIFICATIONS.
9. IF DEPARTURES FROM THE DRAWINGS OR SPECIFICATIONS DEEMED NECESSARY BY THE CONTRACTOR DETAILS OF SUCH OEPARTXES AND REASONS THEREOF SMALL BE SIBMTTED N WRITING TO
THE FACILITY DESIGNER FOR REVIEW. NO DEPARTURES FROM THE CONTRACT DOCUMENTS WALL BE ALLOWED MTHOUI APPROVAL BY THE FACILITY DESIGNER.
10ANY AND ALL QUANTITIES ON
S 3WN OR THE RAMS ARE FOR ESTIMATION PURPOSES ONLY.
71. APPROVAL OF THIS PLAN IS NOT M AUINORQATON TO GRADE ADJACENT PROPERTIES. WHEN FIELD CONDITIONS WARRANT OFFSTE GRADING, PEAMSSI0N MUST BE OBTAINED FROM THE AFFECTED
PROPERTY OWNERS
12 ENTRY SIGNS SMALL BE LOCATED N ADEDI',ATED EASEMENT. SON MIST REMAIN OUT OF WT TRVW4LBAS SHOWN ON PWS.
t3, ALL ASRMLTEDGES SMALL BE SAW CIT TO PROVIDE AGOOD LOGITLONAL JOA. MILL IS FEET U IS NOES Me
MINKJM TO PROVIDE ALONGTIDNAL LAP JON FOR FINAL SURFACE LAYER. NO
HUNG SMALL BE LEFT FOR APERIOD OF TIME GREATER T AN46 HOURSBEFORE A STREET IS TO BE PAVED OR RESURFACED.
14, ALL MEAS OUTSIDE OF ID6/DWL LOTS PUBLIC RIGHT OF WAYAND RESOURCE CONSERVATION AREAORCA) SHALL BE COISDIRED COMMON OPEN SPACE SHALL BE OWNED &MAINTAINED BY
H OMEOWNERS ASSOCATON. RCASHRL ALSO BE OWNED &MAMANED BYTME HOME OWNESASSOCATIOM
I& ANY SPECKM STREET SHOO NCLUONG POSTS WALL BE SUBMITTED TO THE TOWN OF APEX FOR REVIEW AND APPROVAL PRIOR TO INSTALLATION.
1&LIC ALL PUBNA PRIVATE EASEMENTS SHALL BE RECORDED AS PART OF THE FINAL PLAT OF THE SUBDIVISION. EASEMENTS BASED OF CENTER OF UTILITY OR PIPE SMALL BE PEN AS -WILT LOCATIONS.
17. OUSTER BOX UNIT SHALL COMPLY WITH ICC A117.141M FOR HEIGHT, REACH AND OPERATION REQUIREMENTS. ADA ACCESSIBILITY SMALL BE PROVIDED.
1& ALL STRUCTURES WITHIN THE BOUNDARIES OF THE SITE REQUIRE NDNDIYL PERMITS FROM TENS
TOWN OF APEX PECTONS AND PERMITS DEPARTMENT, INCLUDINGBC
G RETANGWALLS
79. COSTRUCTION VEHICLE ACCESS MAINTENANCE DURING CONSTRIICTKK CONSTRUCT'ON VEHICLE PABOG LIMITED TO ONE SDE OF THE ROAD(OPPOSRE HYDRAWM. SONS INDICATING NO
CONSTRUCTION VEHICLES 7763 SDE OF STREET' N ENGLISH AND SPANISH ARE REQUIRED
20. TEMPORARY STREET SKIS: ONCE THE FORST LIFT O'ASPHALT IS PASSABLE BY VENC.ES TEMPORARY STREET SONS ME REQUIRED.
21.SILT PENDING MST REMAIN S FROM FIRE HYDRANTS
22. SIGNS ARE MDT APPROVED AS PMT OF THE SITE PLAN APPROVAL A SEPARATE SIGN PERMIT MUST BE OBTAINED. MULTIPLE USE LOTS, NONRESIDENTIAL SUBDIVISIONS. ND MULTIPLE TENANT LOTS MS
SUBMIT A MASTER SON PIM FOR APPROVAL-
23.
PPROVAL23. ALL MAL KIOSKS SHOWN MST BE INSTALLED BEFORE THE FIRST CERTIFICATE OF OCCUPANCY WILL BE ISSUED. F A PROJECT IS MOM, ALL MAL WSKS LOCATED N EACH PHASE MUST BE INSTALLED
PRIOR TO RECEMLGA W.
21. PARING SPACES ARE ROW PARKING. HCA MAINTAINED.
I 25. PLAYGROUNDS AND PLAY EQUIPMENT MIST BE SUBMITTED TO THE BUILDING MPECT06 DEPARTMENT FOR REVIEW AND PERMITTING. THEY MUST ALSO BE DESIGNED TO MEET THE NC BUILDING CODE
AN
i D ADW REQUIREMENTS. F THE LOCATION FOR THE PAYORONDANWOR EOLIPMFNI IS NOT SHOWN ON THE SUBOIVEM PLAN, A SEPARATE SITE PIM APPLICATION WILL ALSO BE REQUIRED.
2& ANY MINOR SITE ELEMENTSPU
THAT ARE PROPOSED AND NOT SMDWM ON THE SUBDIVISION N, MST HITHER BE SUBMITTED AS A�ARATE SITE PLM OR SHOWN ON AN AMENDED CONSTRICTION
IN
? DRAWG PLEASE REFER TO UDO SECTION 23ACK21
LEGEND:
SIGN
® WHEELOMRMP
® CLUSTER MAILBOX UNIT
--- ROADWAY CENTER LINE
-- LOT LINE
RIGHT OF WAY LIE
RETAINING WALL
• • BMP LIMITS
_._._._-- STORM UTILITY
_ _ _ _ _ _ _ ACCESS I GREENWAY EASEM
_ _ _ _ _ _ _ PERIMETER BUFFER YAW
STANDARD CURS & GUTTER
SPILL CURB &OTTER
ORNAMENTAL FENCE
z- PRIVACY FENCE
CONCRETE SOEWALK
ASPHALT PAVEMENT
ASPHALT MILL ING00VERIAY
LINE TABLE
NAME
ROADWAY
LENGTH
DIRECTION
BEGIN
STATION
END
STATION
L1
OLD DROVE LANE
124.23'
NBr0C48f
18-41.07
17-65.30
L2
OLD GROVE LANE
19GI7
5015517E
14-47.95
18-41.07
L3
OLD GROVE LANE
23731'
S6111SUIE
IOWDAB
12.3731
L/
RASES MEADOW DRIVE
13503'
S29'1710W
10+00-00
11.3503
CURVE TABLE
0
6' WIDE CONCRETE SIDEWALK
0
3D STANDARD CONCRETE CM 6 GUTTER
NAME ROADWAYRADN9 ARC CHORD TANGENT MIDDLE
EXTERNAL
CHORD
Slim
END
LENGTH LENGTH LTH ORDINATE
ENG
DISTANCE DIRECTION
STATION
STATION
Cl CLD GROVE LANE 200.0E 210.8 201.04' I I&V 27.10
31.34'
33110573E
12.37,31
14447.95
C2 RAWMEADOW DRIVE 15000 4953 4938 25W 2-04
2.BT
S38'5T251W
11.35.03
11+152
AABMTO SpHT DIBTANCE SUMMARY
ADA PARIONG ONLY& VANACCESSIBLE SIGH PER MUTCD
©
I, RELOCATED 45 MPH SPIED LSAT SON
SO
YED& CPCAM NIERSECTNON SIGN PER MUTCO RESP
OESIDw SiFffl NFFRAaG1 L TUAM
WIOR lXAOEIF
AIDHTTIFN La"
NOHR
MIONSTHQ£T mvIRSWJTOF TMEOMA9
SDLETimgT YNDRSIPffi
TMEfAPl1N TAN®
Rmw
N•VISBLITY CROSSWALKIWHITE THERMOPLASTIC 124'
®
STANDARD CROSSWALK IMRE THERMOPLASTIC IS'
(SFll
0496 %1
l� DTI
PT
RIGHT TURN ARROW I WIDE THERMOPLASTIC
®
2-r MIN SKIP/ WHITE TIERMOPL/STIC IC
RAILED AEAD0IY CENTER STP"'50 5.0 7.9
&7 585
495
NAMESVE
DRIVE OLD GROVE LANE 30 5.0 7S
6.7 30
295
TAPTLIWIFR0M13T(i
SITE VYORK
0
6' WIDE CONCRETE SIDEWALK
0
3D STANDARD CONCRETE CM 6 GUTTER
O
3D VALLEY CONCRETE CURB & GUTTER
0
1F MEDMN CURB & GUTTER
O
MAILBOX KIOSK ON CONCRETE PAD
©
WHEEL CHAIR RMP WTHTRUNCATED DOMES. -- -
O
TRASH CORRAL
O
ASPHALT PAVEMENT
O
B WIDE ASPHALT ACCESS PATH
SIGNAGE
Q
3D STOP SIGN PER MUTCD STANDARD RI -1
Q
THREE END OF ROAD DIAMONDS AND 1 FUTURE ROAD EXTENSION SIN
0
ADA PARIONG ONLY& VANACCESSIBLE SIGH PER MUTCD
©
I, RELOCATED 45 MPH SPIED LSAT SON
SO
YED& CPCAM NIERSECTNON SIGN PER MUTCO RESP
STRIPING
©
; SOLID LINE IWHITE THEmoPAsw14-
a
ISTOP BAR MARKING/ WHITE TIEHMOPU8TIC 12P ---
a
N•VISBLITY CROSSWALKIWHITE THERMOPLASTIC 124'
®
STANDARD CROSSWALK IMRE THERMOPLASTIC IS'
a
SIDP 1.RE / WHITE THERMOPLASTIC 14'
®
RIGHT TURN ARROW I WIDE THERMOPLASTIC
®
2-r MIN SKIP/ WHITE TIERMOPL/STIC IC
TNIs alpnluaa eMNM oalP. mly Orw we w Asan mawM rd aPpwa0 aaiey PaT W»
aruMNbi9 aiprA an th conrelrMdtra m+Wtllm plw.
PW •ErNYrrYq
Oo WR-Sbmr�Har
Dar
PN-Trw9paYbn
Dasa PWAp
WMa
9-a1'9 V9o.r+
0- Fbw *-hawpa
Oaw
WR-UIMY EnpMNNp
D0 Fin
Data
EI-
Dan PN . Remaem, 4CWaaal
YYR-SAE
Dwa
NOT FOR CONSTRUCTION , FOR REVIEW ONLY
CONSTRUCTION DRAN7NGS
CENTER
STREET
STATION
IWAKECOUNTYPINI, 0141.89TM
PPOPERTYOWNER: CYNTI4ABGEOKOENARDN
11000ENTERSTREET
APEX NC 27502
SHENANDOAH
H ✓ M ! )
SIE4ANDOAH HOMES
MMM WNW
24-0 PIMa PMa, SOY MO
RYwI NC 2-412
OSoe-984.2008610
MMMe-9198147600
CurryENGINEERING
r
NG,'.* N
EST. �] 10
O 2�
9rN C A LMO�
we LIC. No. v-ONMF
7(9181552-08/9 SNDA FWPMy AvenM
F (9191551.2W37l15 F1ATaY-v4Rna, NC 1/570
W.
PRELIMINARY
DO NOT USE FOR
CONSTRUCTION
REVISIONS DATE
JURISDICTION TOWN OF APE%
PROJECT MARAGER ANDREW PETTY, PE
DATE SEPTEMBER 1, 2017
FILE NO, 7016868
ORIGINAL SHEET SIZE* 21106'
TOLE
SITE LAYOUT PLAN
SHEET MUMMER.
C-04
SCALE
109SCALE: N=40 FT
10 1D 0 10' BD
SCALE IN FEET
H WONTAL

EX 17 WATER
MAN
/ aN
RESOURCE
CONSERVATION
18 PUBLIC MW (RCA) 18PUBLICUTUTY 18 TYPE
EASEMENT, TY%.T. FOMENT, TYP 'A'BUFFER
di
�.T_ _.- MAIN
3Y'WATERMETEt6 , r I
1 SERVICE. TYP. I I I
Ir SANITARY SEWER COO& I V T
\ SERVICE. TYR I I
/\ J L _ EASEMENT - :Ir.>S!c ssMeMEJc 0
,=; - se� f
5 �-1
6TLFCPVC 53 SSMMt20r HOA
/1 SSMHEM ji_� _ - _ I�II -/i- _ _ 1_M -\ MAINTAINED
/ ��,,,,,A.,,, I ` -/ -. �' Q EASEMENT PUBLIC ACCESS
B . .
Jr T 42LF C PVC SS QSSMIW 0 \ 1 I EASEMENT
V OUS.W55®
C052%
. Ir
/ OF#PIEX/ OLIN�i 1 3 `---_I 7(9LFC PJC 55@0.52% w...e .
\ n \
GENERAL NOTES:
1. ALL UTIM WORK WITHIN THE RAILIC RIGHT OF WAY OR PUBLIC
EASEMENTS SHALL BE TO TOWN OF APEX STANDARDS ARD
SPECEIG1110NS.
2. ALL WATER MANS, SANITARY SEWER i RECIAMEI WATER MANS
SHALL BE PUBLIC UTILITIES.
3. CONTRACTOR SHALL CONTACT TOWN OF APEXPRIOR TO MAKING
CONNECTION To ANY TOWN OVMED INFRASTRUCTURE.
1. CONTRACTOR CANNOT TM WATER WINS WITHOUT AN APPROVED
WATER EXTENSION PERMIT ISSUED BY TORN OF APEX
5. WATER MANS SHALL BE CLASS 350 DIP IAW. AWWA C-151 WITH PUSH
ON JOINTS IAW. AWWA 0111. DIP BALL BE CEMENTJAORTAR LINED
AND SEALED VM BITUMINOUS MATERIAL IAW. AWWA 0101. ALL
BURIED PIPE SWILL HAVE AN SIiVMFDUS EXTERIOR COATING IAW.
AWWA 0151. IIIPMNIM BURIAL DEPTH FOR WATER MAN S 38 INCHES
BELOW FINISHED SUDGRAM WATER MAINS STALL BE INSTALLED WITH
TYPE 1 LAYNGCCHOITION PER TOWN OF APEX SPECIFICATIONS. ALL
FITTINGS SHALL BE MECHANICAL JOINT$ LAW. AWWA 0111.
5. ALL WATER SERVICES TO LOB SHALL BE 39•TYPE rSOFT COPPER
WITH NO JOINTS OR COUH.NGS N THE RIGHT OF WAY. SERVICE
FITTINGS SHALL BE RA COPPER TYPE BRASS OR COMPRESSION
TYPE MINIMUM BURIAL DEFTN FOR WATER SERVICES IS 21 INCHES.
1. SANITARY SEWER WINS SHALL BE SDR -35 PVC IAW. ASTM D -3034-M
TYPEPSM OR CLASS 250 DP PUSHON JOINTS IAW. AWWA C-150 AND
0151 WHEN
NOTED.
B ALL SANITARY SEWER SERVICES TO LOTS SHALL BE r SC" PVC.
9. WHEN A NONGRAVITY UTILITY MEETS A GRAVITY UTILITY, THE
NON -GRAVITY UTILITY MUST BE ADJUSTED TO MEET SEPARATION
REOIWREAENTS.
10. ALL NONMETMLOC PIPING MUST BE INSTALLED WITH A TRACER WERE
AND WARNING TAPE OR ELECTRIC MARKER SYSTEM BILLS PER TOWN
OF APO( STANDARDS.
11. PRIVATE URITES (TELEPHONE. NATURAL GAS, CABLE M ARE NOT
SHOWN ON THIS PUN. THE CONTRACTOR SFLLLL COORDINATE THE
INSTALLATION OF THOSE UTILITIES WHEN INSTALLING PUBLIC UNITES.
12 ELECTRICAL TRANSFORMERS SHALL NOT BE LOCATED WORN
REQUIRED LANDSCAPED BUFFERS.
13. CONTACTFOR TOWN OF APEX ELECTRIC UTILITY IS RODNEY WITH@
N4.219,I312.
3/r TVPEKGOPPER VARABLE mDTTfPlBl1C' VARIABLE WD7X PRRIATE BMP � � :�
-� I pISERVICE':-:-STORM EABEMENf ':'ACCESSBWINTENANCE EASEiAENT �'��
ssMIHF7 �
TOWN OF APEX SEWER NOTES:
SERVICE LATERALS MAY BE TAPPED DIRECTLY INTO THE TOP
OUARMOFIMNSORMAIN0lES. CONIECTION551NCHMD
LARGER SHALL BE MADE INTO MANHOLES. ALL DWELLINGS AND
BUSINESSES SHALL REWIRE AT LEAST t SEWER TM, CLENFOIRS
FOR SEWER SERVICES SHALL BE LOCATED AT INTERVALS NO
GREATER THAN 50 FEET FOR 44" PIPE AND 100 FEET MART FOR
BELCH PPE ALL SINGLE FAMILY RESIDENCES AND BUSINESSES
SHALL HAVE NdVDIAL CONNECTIONS TO PUBLIC SEWER WN.
MULTIPLE SERVICE CONNECTIONS ARE FOR PRIVATE USE ONLY
AND WILL NOT BE MAINTAINED BY THE TOWN OF APEX. A SEWER
PERMIT FROM NCDER OVID WILL BE REWIRED ON ALL PRIVATE
COLLECTION SYSTEMS BEFORE CONSTRUCTION PIAN APPROVAL A
CLEMg7TANDlpR AMANHOLE SHALL BE INSTALLED WITHIN EACH
SERVICED LOTS RlW-OFWAY OR EASEMENT FOR TIE TOMS
USE, AND SHALL EXTEND A MINIMUM OF 6 INCHES ABOVE THE
FINISH GRADE, MINIMUM GRADE FOR SERVICE LATERALS SHALL BE
108 INCH PER FOOT FOR"" AND OA PERCENT FOR &MR
ALL "NON SERVICE LATERALS SWILL CONNECT DIRECTLY INTO AN
&INCH (MNM1M) SEWER AWN IN THE FRONTING STREET OR INTO
AN EASEMENT WHICH IS CONTIGUOUS TO THE LOT. OR WHICH
TRAVERSES THROUGH THE LOT. ALL 6#DH SEANCE LATERALS
SMALL CONNECT DIRECTLY INTO A MANHOLE NO SERVICE LATERAL
MAY CROSS ANOTHER ADJACENT LOT To GAIN ACCESS TO A
SEWER MAN. PRIVATE SERVICE E46BOM WILL NOT BE
PERMITTED.
ALL SERVICE LATERALS BETWEEN 13 AND 20 FEET DEEP SHALL BE
DP AND MASE CIASSA BEDDING. ANY SEWER SERVICE LATERAL
DEEPER THAN 20 FEET SHALL BE PRE -APPROVED BY THE
ENGINEER. CLEAN -OUTS 94AU BE LOCATED A MRtlIM OF 1 FOOT
FROM A PROPERTY LINE AND 3 FEET FROM ORNEWAY -THE
LOW SDE OF THE LOT. CLFANIOUTS SINAL NOT BE LOCATED IN A
SIDEWALK OR DRIVEWAYAREA
KEYED NOTES:
POTABLE WATER & IRRIGATION
O
INSTALL 12Y1250 TAPPING SLEEVE AND VALVE ON EXISTNG WATER MAIN
0
WATER GATE VALVE N VALVE BOX
0
WATER UNE TEE d THRUST BLOCKING
O
WATER LINE ELBOW i THRUST BLOCKING
O
FIRE HYDRANT ASSEMBLY• NCLLDES TEE CVALVE B FIRE HYDRANT
©REMOVE
EXISTING FIRE HYDRANT. CONNECT TO EXISTING C SERVICE LINE WITH
ELBOW S TB. AND INSTALL NEW FRE HYDRANT.
OSTANDARD
DOMESTIC Sr WATER AFTER 83WWATER SERVICE. DIRECT TAP WA
MIAR WITH CORPORATION STOP l CUB STOP.
©STANDARD
3W WATER METER DIRECT TM WATER MAN WITH CORPORATION
STOP S CURB STOP.
O3/r
RPZ N ABOVE GROUND HEATED ENCLOSURE- WATTS MODEL RPZ 009 OR
EQUIVALENT.
10
SLOW OFF VALVE ASSEMBLY- USE LINE SIZE GATE VALVE
11
REMOVE BLOW OFF ASSEMBLY 6 CONMECT TO EOL C WATER MAN
SANITARY SEWER
Q
STANDARDSWFARYSEWERMAHROLE
Q
OUTFALL FLAT TOP SANITARY SEWER MANHOLE
0
r SANITARY SEWER CLEANOUT 6 r SANITARY SEWER SERVICE MNLMUM 1% SLOPE
(D
CORE NULL EXISEVIG SANITARY SEWER MANHOLE AT CONNECTION. INSTALL
INONSHRIHR(ROUT OR MODULAR SEAL AROUND PPE PENETRATION TO CREATE
WATERTBHT SEAL
1. ALL WATER SERVICES CONNECTED TO THE TOWN OF APEX WATER MAIN
WALL BE EQUIPPED NTH AN APPROVED BACKFLOW PREVENTION
DEVICE AS REQUIRED BY SECTION 620 OF THE TOWN OF APEX STANDARD
SPECIFICATIONS AND STAD.ARD&
Z ALL BACKFLOW PREVETM DEVICE SWILL BE LEAD FREE AND SHALL BE
INSTALLED ON ALL DOMESTIC, NWGATION, AND FIRE SERVICE UNE&
DEVICES SWILL MEET OR EXCEED THE STANDARDS OF UST-Ocm AND
ASSE AND SHALL BE USIEDON BOTH AGENCIES APPROVED LIST. ALL
FRE PREVENTION ASSEMBLES SH4L MEET OR EXCEED TIME STANDARDS
SET FORTH BY ASSE AND ADDITIONVLY MUST BE APPROVED BY
FACTORY MUTUAL AID COMPLY WITH NFPA CODE CONTACT THE TOWN
OF APEX PRIOR TO INSTALLING BACKFLOW PREVENTION ASSEMBLY FOR
FURTHER DETAILS AND APPROVED DEVICES.
3. ALL BACIDLOW PREVBITION DEVICES INSTALLED ABOVE GROUND SHALL
BE INSTALLED N AN APPROVED INSULATED ENCLOSURE
1. ALL FRE SYSTEMS AND FRE HYDRANTS LeES EXTEND NGMORE THAN SD
FEET FROM THE TOWN WATER MAN ARE CONSIDERED TO BE DEAD END
SYSTEMS AN APPROVED REDUCED PRESSURE DETECTOR BACKFLOW
PREVENTION ASSEMBLY PPCA) SHALL BE NSTALED WITHIN 50 FEET OF
THE TOWN WATER MNL
SANITARY SEWER TABLE
nrbluuaaA aI9nW w 1I. rover alyd Ave oa.ba6on 9lnw
PROJECT MANAGER
ROADWAY
STRUCTURE
SSMM
I)MMETER
(STATION -OFFSET)
ELEVATIONS
WR-tMtybq k 0.M FN
D4
Ss OUTFAILL
RM485.00
I
8D
(1100Z73 0.08)
INV IN a 17031
INN OUT -470.10
R1MMMb7
2
OLD GROVE LANE
INN IN:171.D5
SP
(18+41.07-13238)
NVINa17660
INV OUT -470A
OLD GROVE LANE
RIM -41116273
1C
(11+47M-6.08 R)
IMN'4723
NV
OLD GROVE LAE
RM486.65
IB-
(13070.67-/.N'R)
IN - 4rim
OUT-472-72INV
OUT -472-72
RM451.76
OLD GROVE LME
NV IN•473.47
5
4r
(130pZI()-(U8R)
NVNa17365
NV OUT47327
OLD GROVE LANE
R�.W
e
(12037A1.8.08 R)
INVlOUT-473A
pry
OLD GROVE LANE
RM4"
7
4r
(100266 -&ADR)
NV OUT -475.17
RAMS MEADOW DRIVE
RIM -41515416
(11.52.11.1.78 R)
IRV
NOUT476M
ON
RAPES MEADOW ORAE
RIM -WA
9
IC
(10015.10-S.OQR)
NV OUT479,06
t0
16'
OLD GROVE LAE
RM457.23
(17+35,19-5.97 R)
NV OU747761
SS OUTFALL
E%
(12+566-0.08
I)Y8➢JD
LEGEND:
Q---�? FIRE HYDRANT ASSEMBLY
.. GATE VALVE
TEE
THRUST (FEACTION) BLOCKING
wBLOW OFF VALVE
m WATER METER
❑ BACKFLOW PREVENTER
• CLEANOUT
® SANITARY MANOLE
FLARED END SECTION
RISER STRUCTURE
CATCH BASIN
YARD NLET
0 POWER POLE
w WATER LINE
SANffMY SEWER LINE
STORM DRAIN LINE
OVERHEAD POWER
TNa MY.ta.a aNr.O tuo -ft- M N.M Ir Own.rba.A AId sopa fw*W..
nrbluuaaA aI9nW w 1I. rover alyd Ave oa.ba6on 9lnw
PROJECT MANAGER
PW-E,4.w v 0- ivsb
Ow
PW-Tbmp� DaY Pbnbp
Dab
BuMftiw. r O.Ia PWNq-TmgiplMlon
Dab
WR-tMtybq k 0.M FN
D4
1 r Dab Paa. Rsaea6on, A CuIAvY Rw.
I1ab
WR -SAE Dab
NOT FOR CONSTRUCTION • FOR REVIEW ONLY
CONSTRUCTION DRAWINGS
CENTER
STREET
STATION
WAKE COUNTY PN: 07/1-07725
PROPERTY OWNER: CYNTNIAB GEORGE HAROM
110OCENIERSTREET
APEX NO 71501
SHENANDOAH
H " V : 1,
SHEIANDOAH HOMES
MPA Wad
200 Ph= P1m, SWM IOD
A11100. NC 71512
ORu-mF2D&s5D
MoSM-9196147000
�V.
CurryENGINEERING
V N
EST. r•� 10
O9lN CARO�2`
NC MIC. HO
919 . P-0198
TM19)5526South FigM Menlo
F(919)552 -IMM Fupluy-VatIF, NC 27525
PRELIMINARY
Do Nor usE FoR
CONSTRUCTION
REVISITS DATE
JIAiB01[:TION
TOWN OF APEX
PROJECT MANAGER
ANDREW PETTY, PE
GATE:
SEPTEMBER 1, 2011
FILE NO.:
2016M
ORIGINAL SHEET SIZE:
21506'
TITLE
UTILITY PLAN
SHEET NUMBER
C-0/MB
SCALE
SCALE 1 N:40 FT
ID' 2O 0 /0' N'
SCALE N FEET
HORIZONTAL

Em
RESOURCE
CONSERVATION
AREA (RCA) LIMITS OF DISTURBANCE, TYP 10'TYPE 3
3.=WFT 'A' BUFFER _
._490_._
/ � CBNrN6 I e I
/ ) 42 LF 15•RCP ®2.30% 24 IF 16' RCP Q 1,00% �y---�
I 2 Y10212 )
\�� 72 LF 15'RCP®-LISA% I S3Lf 15'RCP®2.00% I I
RESOURCE
Imm
CBf207 2a PUBLIC I CRVATION
CB1110 \ - --- CBS210------ 1 "' UTILITY (RCA)
Yu2o9 DFT:
1 � \ � 251E 15RW�t.00% TW�'
Accanoe1
Jg�"
64 LF 16'RCP@6.00% (pal
I CBY114 /
43 LF 15• RCP R 17M%C8Y112
FES1116 29 F,.!: IB• RCP
RIM 49152 ® 65D%
NV OUT • 49DM
113 LF 16' RCP Q 4.91%
201 PUBLIC
STOMA 2a TYPE
GRAN WBUFFER
EASEMENT G
O YWI13
STORM DRAINAGE TABLE
INLETS
TYPE
ROADWAY
RIM ELEV
NV N
INV OUI
©
CONCRETE RISER STRUCTURE --- ---
SO
(EOP)
(FROM SM
FO -SIZE
700
FES
NONE.
476.33
474.00
not -161
li NSTALLCONCRETE PIPE COLLAR AND EXTEND EASING STORM DRAM RPE
211
YI
NONE
47750
47419
474.19
VEGETATED SLOPE- 3:1 SLOPE- STABILIZE N 14 DAYS
©
VEGETATED SLOPE -2:1 SLOPE - STABILIZE IN 7 DAYS -
40121
1107-187
(20615
701
YI
NONE.
181.60
416.17
476.05
103
CB
OLDGROVELANE
48121
(201187
1101.15
417.33
20
SOW
OLD DROVE LANE
485.10
(204181
477.39
47724
(107-15
104
C8
OLD GROVE LANE
48328
(206151
476.80
(10115)
214CB
OLIO GROVE LANE
IB4.31
477.69
(205-15)
477.59
(20}15
478,03
105
CB
RAN$SMEADOW DRIVE
48610
(216151
479.70
(10418•)
205CB
OLD GROVE )ANE
484.31
47818
(206151
477.93
(2D4-19-
201-1547843
106
CB
R04ES MEADOW DRIVE
48548
47=
480.80
(105151
107
CB
OLD GROVE LANE
485.96
1112-151
48210
296
CB
OLD GROVE LANE
185.47
47925
(207-151
479.15
(205-15'
2R
CB
OLD GROVE LIVE
485.47
479.49
(20.16'
2S-
CB
GED GROVE UNE
485-M
47ILDS
477.96
0209.151
(20116'
219
YI
STORM TO BMP EAST
483AD
483.30
478.18
110
CB
RAINES MEADOW DRIVE
489.77
(111.151
463.30
(20&16'
210
CS
OLD GROVE LANE
485.43
47920
(211-151
479.10
(206-15-
2"
CB
OLD GROVE LANE
485.43
479,42
(210-15-
2161522
212
Yl
NOME.
465.80
476.41
(11115)
47873
113
Yl
OLD GROVE LANE
480.50
476
(80 114151
1105-15
GENERAL NOTES:
1. BEFORE YOU DIG. SyQP. CALL THE NCONE-OAl1 CENTER AT 14006724949. IS THE UW. FOISTING UTILITIES ARE SHOWN FROM
THE BEST AVAILABLE INFORMATION AND ARE APPROXIMATE. R IS THE CONTRACTORS RESPONSIBILITY TO VERIFY THESE AND
OTHER UTILITIES BEFORE STARTING CONSTRUCTION. NOTIFY UTILITY LOCATING COMPANY (ONE CALL @ 1.80063249491 OR
INDIVIDUAL UTILITY OWNERS FOR UNDERGROUND LOCATIONS AT LEAST 48 HOURS IN ADVANCE.
2. ALL CONSTRUCTION WALL BE IN ACCORDANCE WITH THE TOWN OF APEX STANDARD SPECIFICAT04 AND DETAILS -
3. BOUNDARY. TOPOGRAPHIC 6 UTILITY INFORMATION IS BASED ON SURVEY BY BATEMAN CALL SURVEY COMPANY.
l WETLANDS EXIST ON PROPERTY.
5. RIPARIAN BUFFER AREAS $WALL NOT BE CLEARED, ORA NAGE, OR OTHERWISE DISTURBED UNLESS SPECIFICALLY PERMITTED BY
THE LIS ARMY CORPS OF ENGINEERS AND NCDEM-DWQL
6. TREE PROTECTION FENCING SHALL BE PROVIDED ALONG ALL VEGETATED RIPARIAN AND VEGETATED PERIMETER BUFFER MEAS
AS WELL AS RESOURCE CONSERVATION AREAS.
T STORM EASEMENTS SHALL BE CENTERED ON ALL STORM SEWER PPE LOCATED OUTSIDE OF STREET RIGHT OF WAYS.
12. UTILITY PIPE SIZES 6 LOCATIONS ARE PRELIMINARY AND SIOLL BE FRALIiEDD DURING CONSTRUCTION DRAWING REVIEW 6
APPROVALALL STORM DRAINAGE WRXN THE RIGHT OF WAY SHAUL BE PUBLIC. ALL STORM DRAINAGE OUTSIDE THE RIGHT OF
WAY SHALL BE PRIVATE.
11 STORM DRAINAGE PIPING SHALL BE CLASS III RCP UNBESS OTHERWISE NOTED. STORM DRAINAGE WITH LESS THAN 7 O COVER
MEASURED FROM SUBGRADE SHALL BE CLASS N RCP.
14. PRIVATE UTILITIES (POWER. TELEPHONE, NATURAL GAS, GABLE M ARE NOT SHOWN ON THS RAN. THE CONTRACTOR SHALL
COORDINATE THE INSTALLATION OF THOSE UTLIMES WHEN MWALL94G STORM DRAINAGE TO AVOID CONFLICTS,
15. RM ELEVATION FOR YARD WLETS (YI)REFERS TO THE CENTER OF THE TOP OF GRATE. RIM ELEVATION OF MANHOLES (SDMH)
REFERS TO THE CENTER OF THE TOP OF MANHOLE COVER RN ELEVATION OF CATCH BASINS (CB) REFERS TO THE CENTER
EDGE OF PAVEMENT GRATE ELEVATION. RN OF CURB N-ETS (CI) REFERS TO THE TOP OF SLAB, EDGE OF PAVEMENT ELEVATION.
16. PROPOSED CONTOURS ILLUSTRATE THE FINISHED SURFACE ELEVATION FOR PAVEMENT. FINISHED SUBGRADE ELEVATION N
OPEN AREAS AND TOP OF RP4tAP UNLESS OTHERWISE NOTED.
IT. CUTIFILL SLOPES SWILL BE GRADED AT 3H:1V UNLESS OTHERWISE INDICATED.
1S. NO GRADING EQUIPMENT SHALL BE PERMITTED ONSITE UNTIL A GRADING PERMIT HAS BEEN ISSUED BY THE TOWN OF APEX
19. ALL RP -TAP IS TO BE INSTALLED WITH NONiYWEN FILTER FABRIC BENEATH (MNAFN 14ON OR APPROVED EQUAL),
20. WHERE PROPOSED EDGE OF PAVEMENT CONNECTS TO EXISTING, CONTRACTOR SHALL MATCH EXISTING ELEVATION AND
CREATE A SMOOTH TRANSITION
21. CONTRACTOR SHALL RAISE ALL STRUCTURES TO FNWED GRADE ELEVATIONS.
KEYED NOTES:
STORM DRAINAGE
0
; CONCRETE CATCH BASIN
0
CONCRETE YARD INLET -
0
CONCRETE STORM DRAINAGE WAGE MANHOLE -------- -
©
CONCRETE RISER STRUCTURE --- ---
SO
CONCRETE FLARED END SECTION
O
NOT USED --
0
RP -NAP OUTLET PAD
0
ffi'WIDE EMER(i84CYSPILLWAY-CONCRETE SILL8 RIP -RAP SLOPE PROTECTION
0
li NSTALLCONCRETE PIPE COLLAR AND EXTEND EASING STORM DRAM RPE
GRADING
0
SIDEWALKS MOLL HAVE MAX 5%LONGITUDOM1 SLOPE IL 2% CROSS SLOPE AT ADA
O
AOASPACESSWALLHWVE WAX1M1JM2%NANYDNECTION
0
VEGETATED SLOPE- 3:1 SLOPE- STABILIZE N 14 DAYS
©
VEGETATED SLOPE -2:1 SLOPE - STABILIZE IN 7 DAYS -
LEGEND:
Q
RARER END SECTION
®
RISER STRUCTURE
RIM ELEV
CATCH BASIN
®
YARD INLET
'a
FG -286.32
SPOT ELEVATION
4�_0%
ROW DIRECTION
(TO -SIZE)
RPaM OUTLET PROTECTION
400
MAJOR CONTOUR
476.33
MINOR CONTOUR
YRERAEDIATE CONTOUR
- -f-
DRAINAGE SWALE
STORM DRAINAGE TABLE
INLETS
TYPE
ROADWAY
RIM ELEV
INV IN
NV OUT
1NUIriN AipAawr Ore weep. n.ipab6oe
Dib
vIR-UMAY EOp,rehq Deb N1eA
(EDP)
(FROM -SIZE)
(TO -SIZE)
100
FES
NONE.
476.33
474.00
(101.241
101
CS
STORM TO BMP WEST
480.50
474.55
(102-241
474.34
(10424-)
102
CB
STORMTO BMP WEST
40121
47513
(101241
475.13
(101-241
475.62
103
CB
OLDGROVELANE
48121
(112.241
47623
475.52
(102.24')
(104.181
47893
104
C8
OLD GROVE LANE
48328
(105.15)
477.65
476.80
(10115)
(10&151
479.98
105
CB
RAN$SMEADOW DRIVE
48610
(l10.151
479.95
479.70
(10418•)
(106-151
106
CB
R04ES MEADOW DRIVE
48548
480.90
(107-16)
480.80
(105151
107
CB
OLD GROVE LANE
485.96
48210
(106.1s1
108
CB
OLDGROVELANE
!"LISA
477.44
(104.151
108
CS
RAINES MEADOW DRIVE
488.76
483.53
114151
483.30
110
CB
RAINES MEADOW DRIVE
489.77
(111.151
463.30
48310
(105.15•)
(109.157
111
CB
NONE.
491.0)
484.68
116151
112
CB
OLD GROVE LANE
481.61
476.41
(11115)
475.91
(101241
113
Yl
OLD GROVE LANE
480.50
476
(80 114151
478.56
(112.181
482.44
114
OB
STORM CENTER STREET
49120
(115151
/8251
482.34
(111151
(116151
115
GO
STORM CENTER STREET
491.05
48536
496.26
051
(114-151
118
FES
NONE.
491.52
490.00
ry u1s1
TNs dg- e11trM WON oselXY rrr Vis 411188 hu filen n/IeoAU-Ie Ppr IeelryOrtls
wm�mr rpeAd an n,A oa.. elrorSrr m�emen F1eea
WI-EnynerY,p Db WR-Sbmwabr
Dm
T4-T...P tlbe Die Pbbeq
Orb
1NUIriN AipAawr Ore weep. n.ipab6oe
Dib
vIR-UMAY EOp,rehq Deb N1eA
db
E]4Chlt Ore PMI, RAoiAdan. M oulMei Rb.
Deb
WR -SNE Deb
NOT FOR CONSTRUCTION • FOR REVIEW ONLY
CONSTRUCTION DRAWINGS
CENTER
STREET
STATION
WAKE COUNTY PN: 074149.7728
PROPERTY OWNER: CYNTHIA B GEORGE HARDIN
1100 CENTER STREET
APEX. NO 27502
CLIENT:
SHENANDOAH
SHENANDOAH HOMES
Men Web
2B40 Plaza Rau, Suite 210
Ral.0. NC 27612
011-984-2004W
MoD1e-919614-7600
men@skier-dc hnomes.us
CurryENGINEERING
U1,
ENG
ec uc. No. v-mve
T [phone] SOulh FupNY Aee1I
F (9199552-2013205 FugMyV_. NC 27526
PRELIMINARY
DO NOT USE FOR
CONSTRUCT7OW
REVISIONS DATE
JURISDICTION TOWN OF APEX
PROJECT MANAGER ANDREW PETTY. PE
DATE: SEPTEMBER 1.2017
FIE NO.: 2016-68
ORIGINAL SHEET SIZE 2414T
TITLE:
GRADING &
DRAINAGE PLAN
SHEET NUMBER.
C-08
SCALE:
SCALE: I IN = 40 FT
4a 2a 0 40' Ba
SCALE IN FEET
HORIZONTAL

POROUS
BAFFLES.TYP
TEMPORARY
DIVERSION DNCH.
NTN. SLOPE = 0.5% INSTALL CLASS 'B'RIP-RAP AT
DITCH ENTRANCE TO BOTTOM OF
BASIN
ROCK CHECK
DAM AT OUTLET
DO NOT ENGOAC
QUBIKE �J
RR
UTILIZE COMBINATION SILT d
TREE PROTECTION FENCE ALONG
PROTECTED AREAS
DOWNSTREAM OF DISTURBANCE
GENERAL NOTES:
1. THE TEMPORARY DIVERSION DITCHES, SILT FENCE AND LIMITS OF DISTURBANCE SHOWN
ON THIS PLAN ARE GRAPHICAL REPRESENTATION OF THE ACTUAL EROSION CONTROL
MEASURES THAT SHALL BE INSTALLED UNDER THIS PROJECT. DUE TO SCALE OF THIS
DRAWING, THESE MEASURES ARE GRAPHICALLY DEPICTED AND MAY BE BEYOND WHERE
THEY ACTUALLY WILL BE INSTALLED IN THE FILED. HOWEVER, UNDER NO CIRCUMSTANCES
IS THERE TO BE DISTURBANCE WITHIN ANY WETLAND A D!OR STREAM BUFFER AREAS.
2. TOTAL DISTURBED AREA =550 AC
3. REFER TO DETAIL SHEET D49 FOR CONSTRUCTION SEQUENCE, EROSION CONTROL
NARRATIVE. MAINTENANCE NOTES, STABILIZATION INSTRUCTIONS d EROSION CONTROL
DETAILS.
4. ALL CONSTRUCTIONSH LL BE IN ACCORDANCE WITH CURRENT TOWN OF APEX
STANDARDS AND REGULATIONS.
S.
NO MASS GRADING IS TO BE CONDUCTED ON-SITE. SLOPES SHALL BE 3:1 OR FLATTER
IRLLESS OTHERWISE NOTED.
e. THERE SHALL BE NO DISTURBANCE OUTSIDE THE LIMITS MOWN ON THIS PLAN WITHOUT
ANAPPROVED PLAN AMEDMENT8Y TOWN OF APEX. PRE -CONSTRUCTION CONFERENCE
MAY BE REQUITED BEFORE GRADING PERMIT IS ISSUED.
7. ALL DISTURBED AREAS SHALL BE SEEDED PER STABILIZATION TABLE.
8. PERMANENT GROLI D COVER SHALL BE ESTABLISHED PER NPDES SEEDING SCHEDULE AT
EITHER 7 DAYS OR 14 DAYS DEPENDING ON MEASLIRE d SLOPE
9. CONTRACTOR IS RESPONSIBLE FOR MAINTAINING SELF4N$PECTION LOG.
10. SHAPE OF SEDIMENT BASINS CAN VARYAS SHOWN PROVIDED MINIMUM VOLUME d
SURFACE AREA REQUIREMENTS ARE PROVIDED.
11. ALL DIVERSION DITCHES SHALL HAVE 12' STRAW WATTLE CHECK DAMS SPACED EVERY 50
LF. OF DITCH. DIVERSION DITCHES ALONG ROADWAYS SHALL BE TEMPORARILY LINED
WITMAN EROSION CONTROL BLANKET. PROVIDE ACF ENVIRONMENTAL ECSC -2 -DOUBLE
STRAW NET WITH COCONUT OR APPROVED EQUAL.
12. SIMMER BASIN WITH RISER IS DES04ED SUCH THAT PERMANENT RISER STRUCTURE N
DRY DETENTION BASIN CAN BE INSTALLED AT BEGINNING OF PROJECT AND USED N
SEDIMENT BASINS. REFER C-09 FOR RISER ELEVATIONS 8 SECTIONS. CONTRACTOR
SHALL KEEP ALL ORIFICESNIEIRS N RISER PLUGGED. CONTRACTOR SHALL CONNECT
ORIFICE TO BOTTOM ORIFICE. CONTRACTOR TO ENSURE RISER IS CLEANED OUT WHEN
CONVERTING TO WET POND. ALL UPSTREAM AREAS THAT DRAIN TO WET POND SHALL BE
STABILIZED PRIOR TO CONVERSION,
13. STREETS IN FRONT OF PROJECT WILL BE KEPT CLEAN AT ALL TIMES OR A WASH STATION
WILL BE REQUIRED.
id. CUT AND FILL SLOPES THAT ARE Z:i OR GREATER SHALL BE STABILIZED WITH PERMANENT
SLOPE RETENTION DEVICES ORA SUITABLE COMBINATION OF PLANTING AND RETENTION
DEVICES. SLOPES GREATER THAN 3:1 SWILL NOT BE STABILIZED WITH NRF GRASS BUT
MIDST BE STABILIZED WITH VEGETATION THAT REQUIRES MINIMAL MAINTENANCE: WEEPING
LOVE GRASS, RED FESCUE, OR OTHER APPROVED VARIETY.
CONSTRUCTION ENTRANCE NOTE:
CONTRACTOR MAY INSTALL A CONSTRUCTION ENTRANCE YAM
DIMENSIONS d STONE SIZE COMPLYING WITH TOXIN OF APEX
STANDARDS AT EXISTING DRIVEWAY LOCATION OFF CENTER STREET
TO UTILIZE EXISTING DRIVEWAY PIPE THIS ENTRANCE CAN BE
SHIFTED TO PROPOSED SUBDIVISION ROAD LOCATION DURING
CONSTRUCTION
ON
CONTRACTOR MAY CKHOSE TO INSTALL THE COSTRUCTION
ENTRANCE IN THE PROPOSED ROADWAY LOCUTION FROM THE
BEGINNING OF THE PROJECT.
N NO SITUATION SMALL THE CONTRACTOR ACCESS THE SITE
WITHOUT THE USE OF A PROPERLY INSTALLED CONSTRUCTION
ENTRANCE
MINIMUM DIMENSIONS MAid)) = 801128).'
VOLUME REQUIRED= 21,060 OF
SURFACE AREA REQUIRED = 7,560 Sf
SURFACE AREA ELEVATION a 477.00
TOP OF BASIN ELEVATION - 479.00
BOTTOM OF BASIN ELEVATION= 474.OD
CLEANOUT ELEVATION =476.00
EMERGENCY SPILLWAY LENGTH =25'
EMERGENCY SPILLWAY ELEVATION =478.00
SKIMMER SIZE =3.0 INCH, 2.5 NCH ORIFICE
LIMITS OF
DISTURBANCE, TYP
TREE PROTECTIONJJ
FENCE, TYP
TEMPORARY
DIVERSION DITCH.
MIN. SLOPE = 05%
STRAW WATTLE,TYP
TEMPORARY STOCKPILE
r INSTALL CLASS B' RP -RAP AT SEED It STABILIZE PER
DITCH ENTRANCE TO BOTTOM OF HI MSCHEDULE
BASIN
INSTALLCRIATD H
ROCK CHECK H
DAM AT OUTLET Pa7APNCROCK
TEMPORARY STRAW WATTLE, TYP ENTRANCE TO BOTT(OF CHECK DAM
AT OUTLET
DIVERSIO NDITCH. ROCK CHECK
MIN. SLOPE • 05% DAM AT OUTLET INSTALL CLASS
'B' RP -RA AT
DITCH
-�` ENTRANCE TBOTTOM OF
O
POROUS BASIN
BAFFLES,TYP SKIMMER
ET SILT FENCE J 315'.18' STONE
FENCE
OUTLET W MEUSE APRON
111 SILT FENCE
RIVER
BUFFER OUTLET
UTILIZE COMBINATION SILT d 1
TREE PROTECTION FENCE ALONG
PROTECTED AREAS
DOWNSTREAM OF DISTURBANCE
REFER TO GRADING PUN
FOR RP -RAP OUTLET PAD
DIMENSIONS
ENSURE $ILTI7REE PROTECTION
FENCE IS INSTALLED AFTER
INSTALLATION OF OUTLET PIPE
CONNECT SKIMMER TO RISER
STRUCTUREAT ELEV=474. PLUG
ANY ORIFICES SKIMMER NOT
CONNECTED TO UNTIL
CONVERSION OF BMP
MINIMUM DIMENSIONS( WxLd))=30175X2.0' O
VOLUME REQUIRED =4,392 OF
SURFACE AREA REQUIRED = 2,1965E
SURFACE AREA ELEVATION=470.DD
TOP OF BASIN ELEVATION =471.00
BOTTOM OF BASIN ELEVATION = 4%w
CLEANOUT ELEVATION -469.00
EMERGENCY SPILLWAY LENGTH = S
EMERGENCY SPILLWAY ELEVATION=469.50
SKIMMER SIZE = 2.0 NCH, 115 NCH ORIFICE
NPDES STABILIZATION TABLE
SITE AREA DESCRIPTION
STABILIZATION
TIMEFRAME EXCEPTIONS
%w W diMm I—l". dMma and slalm
7 dry.
N—
HghQuaMyWatwKWIZanas
70a0
N—
Slop. d.W Ilan 3:1
7 days
y�ee �8ntl ars
s1 Nen 21,1+d4te�aNraea. AN
Sbpes 3:laM1atler
14 drys
7 days for IoW grastw t - 5D at Wo
N dhwareas wkh dWiIs fatty tmn 4:1
14 days
Nate, eaoe)A brg -0-and t2!Zones
LEGEND:
TNc eMpwwea e10xtl Sass xdFy tlalaw sM1ea Hes bem �erbseE aM aPNovatl aaaY Pa me
CONSTRUCTION ENTRANCEIEXIT
SEGMENT BASIN
Dam WR-Srormwaror
(Oro
PN-Trarpomtlon
Dem PNnMnp
Ole
IAaNYg kaper2ara
-
STOCKPILE
WR•IA'Y Eapl.e.rtrg
SILT FENCE OUTLET
Owe
ROCK CHECK DAM
9 N
TEMP. SEEDA1lLCHNERM. SEED
WR-SdE
OUTLET PROTECTION
IDU—
DIVERSION DITCH
Ye—'l1
INLET PROTECTION
^�
STRAW WATTLE
SILT FENCE
—TP TP—
TREE PROTECTION FENCE
i—� TP— V
COMBINATION FENCE
DISTURBANCE LIMITS
TNc eMpwwea e10xtl Sass xdFy tlalaw sM1ea Hes bem �erbseE aM aPNovatl aaaY Pa me
amm.6aw akwd m 1n. mv.r ana.Ia maa. muwaoe Nana.
PW-Eripmwkp
Dam WR-Srormwaror
(Oro
PN-Trarpomtlon
Dem PNnMnp
Ole
IAaNYg kaper2ara
Dae t�wm-rraaaPamwa
ea
WR•IA'Y Eapl.e.rtrg
Das FH
Owe
ETsq/c
Das Ps ' Reaswnn, d Ova Ree.
Wm
WR-SdE
Dem
NOT FOR CONSTRUCTION - FOR REVIEW ONLY
CONSTRUCTION DRA141NGS
CENTER
STREET
STATION
WAKE COUNTY PN: 0741$97728
PROPERTY OWNER: CYNTHIA S GEORGE NARDIN
110D CENTER STREET
APEX, NO
27502
SHENANDOAH
SHENANDO H HOMES
Mark Ward
2840 Plaza PI—. Suds 200
Ral.0, NO 27812
OMKa-9842005540
Mob% -9198147600
rnwk'@%twwMoahhmllexus
Curr
ENGINEERING
JP�y ENG/n,FF
V N
EST. = 10
NC NIC. ND. a-0199
T(919)552-0849 SOItln Fupmy Aar
F (919) S52 -20th Fuquay-Va , NO 27526
PRELIMINARY
DO NOT USE FOR
CONSTRUCTR77V
REVISIONS DATE
JURISDICTION TOWN OF APEX
PROJECT MANAGER ANDREW PETTY, PE
DATE SEPTEMBER 1, 2017
FILE NO.: 2016M
ORIGINAL SHEET SIZE 24X36•
TITLE:
EROSION CONTROL
PLAN - INITIAL PHASE
SHEET NUMBER:
C-14
SCALE:
SCALE: 1 IN =40 FT
4D 20' 0 40 w
SCALE IN FEET
HORIZONTAL

DO NOT ENCROACH J
ON BIKE SHOP
PROPERTY
GENERAL NOTES:
1. THE TEMPORARY DIVERSION DITCHES, SILT FENCE, AND LIMITS OF DISTURBANCE SHOWN
ON THIS PLAN ARE GRAPHICAL REPRESENTATION OF THE ACTUAL EROSION CONTROL
MEASURES THAT SHALL BE INSTALLED UNDER THIS PROJECT. DUE TO SCALE OF THIS
DRAWING, THESE MEASURES ARE GRAPHICALLY DEPICTED AND MAY BE BEYOND WHERE
THEY ACTUALLY WILL BE INSTALLED IN THE FILED. HOWEVER, UNDER NO CIRCUMSTANCES
IS THERE TO BE DISTURBANCE WITHIN ANY WETLAND ANDICR STREAM BUFFER AREAS.
2. TOTAL DISTURBED AREA =5.00 AC
3. REFER TO DETAIL SHEET D49 FOR CONSTRUCTION SEQUENCE, EROSION CONTROL
NARRATIVE,
MAINTENANCE NOTES, STABILIZATION INSTRUCTIONS 8 EROSION CONTROL
DETAILS.
4. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH CURRENT TOWN OF APEX
STANDARDS AND REGULATIONS.
5. NO MASS GRADING IS TO BE CONDUCTED ON-SITE. SLOPES SHALL BE 3:108 FLATTER
UNLESS OTHERWISE NOTED.
6. THERE SHALL BE NO DISTURBANCE OUTSIDE THE LIMITS SHOWN ON THIS RAN WITHOUT
AN APPROVED PLAN AMENDMENT BY TOWN OF APEX PRE -CONSTRUCTION CONFERENCE
MAY BE REQUIRED ING IRED BEFORE GRAOPERMIT IS ISSUED.
7. ALL DISTURBED AREAS SHALL BE SEEDED PER STABILIZATION TABLE
8. PERMANENT GROUND COVER SWILL BE ESTABLISHED PER NPOES SEEING SC AMU AT i
EIDER 7 DAYS OR 14 DAYS DEPENDING ON MEASURE 8 SLOPE.
9.CONTRACTOR IS RESPONSIBLE FOR MAINTAINING SELF -INSPECTION LOG.
10. SHAPE OF SEDIMENT BASINS CAN VARY AS SHOWN PROVIDED MINIMUM VOLUME 8
SURFACE AREA REQUIREMENTS ARE PROVIDED.
11,
ALL DIVERSION DITCHES SHALL HAVE 12'STRAW WATTLE CHECK DAMS SPACED EVERY So
I.T.OF DITCH. DIVERSION DITCHES ALONG ROADWAYS SHALL BE TEMPORARILY LINED
WITH AN EROSION CONTROL BLANKET. PROVIDE ACF ENVIRONMENTAL ECSG2 -DOUBLE
STRAW NET WITH COCONUT OR APPROVED EDUAL
12. SKIMMER BASIN WITH RISER IS DESIGNED SUCH THAT PERMANENT RISER STRUCTURE IN
DRY DETENTION BASIN CAN BE INSTALLED AT BEGINNING OF PROJECT PND USED IN
SEDIMENT BASINS. REFER TO 0-08 FOR RISER ELEVATION$ d SECTIONS. CONTRACTOR
HAKJE
SHALL KEEP ALL ORIFSAVEIRS IN RISER PLUGGED. CONTRACTOR SHALL CONNECT
ORIFICE TO BOTTOM ORIFICE. CONTRACTOR TO ENSURE RISER IS CLEANED OUT WHEN
CONVERTING TO WET POND. ALL UPSTREAM AREAS THAT DRAIN TO WET POND SHALL BE
STABILIZED PRIOR TO CONVERSION.
13. STREETS IN FRONT OF PROJECT WILL BE KEPT CLEAN AT ALL TIMES OR A WASH STATION
WILL BE REQUIRED.
14. CUT MD FILL SLOPES THAT ARE 2:1 OR GREATER BALL BE STABILIZED WITH PERMANENT
SLOPE RETENTION DEVICES OR A SUITABLE COMBINATION OF PLANTING AND RETENTION
DEVICES. SLOPES GREATER THAN 3:1 SHALL NOT BE STABILIZED WITH NRF GRASS BUT
MUST BE STABILIZED WITH VEGETATION THAT REWIRES MINIMAL MAINTENANCE: WEEPING
LOVE GRASS, RED FESCUE, OR OTHER APPROVED VARIETY.
LIMITS OF
DISTURBANCE, TYP
T
i TP TP TPS—TP�
_ A♦`�dM — _--_1 dl�wf--+iL �__�_dl_ _moi--_..._.___, _— —i
�'I MtOTECTION AS NEEDED ON
STORK -MINK \
/ RIPE, TYP �
"B,
INLET
PROTECTION,
RROTECT1ON. nP
� I
TEMPORARY LINE DITCH
'
WITH ECSC4 DOI6 E
NET STRAW BY ACF'OR
STABILIZE AREA PER PINNAL
WOESSTABILIZATION TEMRdl AAk Ts u
TABLE. TYP
INLET
I
m
CONSTRUCTION ENTRANCE NOTE:
CONTRACTOR MAY INSTALL A CONSTRUCTION ENTRANCE WITH
DIMENSIONS A STONE SIZE COMPLYING WIN TOWN OF APEX
STANDARDS AT EXISTING DRIVEWAY LOCATION OFF CENTER STREET
TO UTILIZE EXISTING DRIVEWAY PIPE. THIS ENTRANCE CAN BE
SHIFTED TO PROPOSED SUBDIVISION ROAD LOCATION DURING
CONSTRUCTION
OR
COMPACTOR MAY CHOSE TO INSTALL THE CONSTRUCTION
ENTRANCE IN THE PROPOSED ROADWAY LOCATION FROM THE
BEGINNING OF THE PROJECT.
IN NO SITUATION SHALL THE CONTRACTOR ACCESS THE SITE
WITHOUT THE USE OF A PROPERLY INSTALLED CONSTRUCTION
ENTRANCE.
MINIMUM DIMENSIONS (WxU O) = 80klMY
VOLUME REWIRED = 21,060 CF
SURFACE AREA REWIRED = 7,5W SF
SURFACE AREA ELEVATION =4TT.00
TOP OF BASIN ELEVATION = 479.00
BOTTOM OF BASIN ELEVATION =474.00
CLEANOUT ELEVATION =476.00
EMERGENCY SPILLWAY LENGTH = 26
EMERGENCY SPILLWAY ELEVATION =478.00
SKIMMER SIZE =3.0INCH, 23 INCH ORIFICE
TEMPORARY SKIMMER BASIN
MINIMUM DIMENSIONS (WXL D) = 3Dx75i 2ff O
VOLUME REWIRED =4,392 CF
SURFACE AREA REWIRED = 2,199 SF
SURFACE AREA ELEVATION =470.00
TOP OF BASIN ELEVATION = 471.00
BOTTOM OF BASIN ELEVATION =468DO
CLEANOUT ELEVATION =4W.OD
EMERGENCY SPILLWAY LENGTH a S'
EMERGENCY SPILLWAY ELEVATION. 46950
SKIMMER SIZE =20 INCH, 125 INCH ORIFICE
NPDES STABILIZATION TABLE
SITE AREA DESCRIPTION
STABILIZATION
TIMEFRAME EXCEPTIONS
PeMleM does,s w dth. ami slopes
?dm
Nine
MIM Qm" Wake(HOW) Z,­7days
.ITE
None
SAgeasbw 9-3:1
7 dryE
- reI!m4 kkrgl ana
".*W
sleeps lRan 2:1.1 lays ale
Sidpea 3:1 a I9Ier
14 days
7 der for Hoped TOBW tlun 50 m Wgth
11 N dM areas 9Ath dopes kdee fan 4:1
14 drys
Nm, exmpl kr pwilmkea and HOW Zmm
50 NEUSE
RIVER
BUFFER
1
LEGEND:
STABIIZE AREA PER
NPDES STABILIZATION
TABLE TYP
i
SEDIMENT BASIN
WR-SbnrNebr
DaN
PW-T2Nppbapt db
PI nWg
.ITE
Ieabg lrupecEats UW
50 NEUSE
RIVER
BUFFER
1
LEGEND:
STABIIZE AREA PER
NPDES STABILIZATION
TABLE TYP
Tpb elpnWee sahed pHow zrIIF amrals tlleY Iw polo reviewed antl eppeovM solely pee IM
CONSTRUCTION ENTRANCE•FXIT
SEDIMENT BASIN
WR-SbnrNebr
DaN
PW-T2Nppbapt db
PI nWg
STOCKPILE
Ieabg lrupecEats UW
PW-V-Tmn.,o Hol
DaN
WR-tAtay Engrft Dale
SILT FENCE OUTLET
A&
ROCK CHECK DAM
9 u
TEMP. SEEDrMULCWPERM. SEED
®
OUTLET PROTECTION
J�rr
DIVERSION DITCH
II
INLET PROTECTION
�^
STRAW WATTLE
SILT FENCE
— TM m —
TREE PROTECTION FENCE
a-�— IP= --�—
COMBINATION FENCE
DISTURBANCE LIMITS
Tpb elpnWee sahed pHow zrIIF amrals tlleY Iw polo reviewed antl eppeovM solely pee IM
wrarmmee Hand o„ ttr ms elNraaNrmrarudun plaro.
RY-EnpFawMp Diu
WR-SbnrNebr
DaN
PW-T2Nppbapt db
PI nWg
Date
Ieabg lrupecEats UW
PW-V-Tmn.,o Hol
DaN
WR-tAtay Engrft Dale
Fln
DIN
ENmb Die—Pems.
Rave -M Cuknl Res.
Dab
WR-SaE D.
NOT FOR CONSTRUCTION - FOR REVIEW ONLY
CONSTRUCTION DRAWINGS
CENTER
STREET
STATION
WAKE CGIJTY PIN: 0741$97728
PROPERTY OWNER: CYNTHIA8 GEORGE HARDIN
110D CENTER STREET
APEX, NC 27502
SHENANDOAH
A.
SHENANDOAH HOMES
Mark Wad
2840 Raze Place, Suite 2W
RaW* NC 27612
Off. -984-200.5540
Moble -91M14-7600
CurryENGINEERING
JPP,1 ENG JIFF
U j
EST. rj 10
o re
9TH CARO
NC LIG. N0. P-0199
7 (9191552-0849 South FucK" Alenue
F (919) 552-2043205 FU* ay-Vy , NC 27526
PRELIMINARY
DD NOT USE FOR
CONSTRUCTION
REVISIONS DATE
JURISDICTION TOWN OF APEX
PROJECT MANAGER ANDREW PETTY, PE
DATE: SEPTEMBER 1, 2017
FILE NO.: 2016088
ORIGINAL SHEET SIZE: 24•08'
TITLE:
EROSION CONTROL
CONSTRUCTION PHASE
SHEET NUMBER:
C-15
SCALE:
SCALE: 1 IN =40 FT
4O 2P 0 40 80'
SCALE IN FEET
HORIZONTAL