20051429 Ver 4_401 Application_20160915

Montalvo, Sheri A
From:
Sent:
To:
Subject:
Attachments:
Importance:
Follow Up Flag:
Flag Status:
Justin,
Montalvo, Sheri A
Friday, September 16, 2016 12:04 PM
[e-mail]
Granite Falls Phase V
Agent Authorization Form.pdf
High
Follow up
Flagged
We have received the application for the above project. The signature page was not signed and if you are going to be the
signer we will also need an agent authorization for to be completed that I have attached for your use. Please email me
back both the signed signature page and the authorization form at sheri.montalvoAncdenngov and I can get this project
off hold and forwarded through the review process.
Thanks
Sherr, Mov&taLVo
Administrative Assistant
401 & Buffer Permitting Branch
Division of Water Resources
North Carolina Department of Environmental Quality
919-807-6303 (office)
919 807-6494 (fax)
[e-mail]
Physical: 512 N. Salisbury St., Ste 942-D, Raleigh, NC 27604
Mailing: 1617 Mail Service Center, Raleigh, NC 27699-1617
Email correspondence to and from this address is subject to the
North Carolina Public Records Law and may be disclosed to third parties.

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E. Diffuse Flow Plan
� 04S1V3i ��
All buffer impacts and high ground impacts require diffuse flow or other form of
stormwater treatment. Include a plan that fully documents how diffuse flow will be
maintained. If a Level Spreader is proposed, attach a Level Spreader Supplement Form.
If due to site constraints, a BMP other than a level spreader is proposed, please provide a
plan for stormwater treatment as outlined in Chapter 8 of the NC Stormwater BMP
Manual and attach a BMP Supplement Form.
❑ Diffuse flow
® Other BMP
F. Supplementary Information
-. . .. ... . ....... . — .._......_......
1. Environmental Documentation
I
1 a. Does the project involve an expenditure of public (federal/state/local) funds or the use ❑ Yes ® No
of public (federal/state) land?
1 b. If you answered "yes" to the above, does the project require preparation of an ❑ Yes ® No
environmental document pursuant to the requirements of the National or State (North
Carolina) Environmental Policy Act (NEPA/SEPA)?
_.._.... _............................ _............._...
1 c. If you answered "yes" to the above, has the document been finalized by the State El Yes ❑ No
Clearing House? (If so, attach a copy of the NEPA or SEPA final approval letter.)
Comments:
2. Violations
.............. ._... _ _._.._ �. . _._... _......._... . __...-- ......... __......
__.-_..._
2a. Is the site in violation of DWR Wetland Rules (15A NCAC 02H .0500), Isolated Wetland ❑ Yes ®No
Rules (15A NCAC 02H .1300), DWR Surface Water or Wetland Standards, or Riparian
BufferRules(15A NCAC 02B .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):
- -- -_........ _..---- ............
Justin M. Milstein r 09/15/20,16
.........................................
Applicant/Agent's Panted Name Appli nt/Age is grtaiarc-- r � Date
(Agents sign: ru is valid only if an authorization letter from the applicant is provided.)
........ ........... �...._............................................ _.... ....................... _......
Send 3 complete sets of this form and accompanying documents to the following:
1'or government transportation projects sent
For government transportation projects sent
by First Class Mail via the lIS Postal Service:
by delivery service (UPS, FedEx, etc.):
NC DWR, Transportation Permitting Unit
OR NC DWR, Transportation Permitting Unit
1617 Mail Service Center
512 N. Salisbury Street
Raleigh, NC 27699 - 1617
Raleigh, NC 27604
/nor till other projects sent by l,irst Class alai!
For all other projects sent by delivery service
via the US Postal Service
(UPS, Fedh-x, etc.).-
tc.):Karen
KarenHiggins
OR Karen Higgins
NCDWR — 401 & Buffer Permitting Unit
NCDWR — 401 & Buffer Permitting Unit
1617 Mail Service Center
512 N. Salisbury Street
Raleigh, INC 27699 - 1617
Raleigh, NC 27604
FORM: BA 10-2013 Page 6 of 6

TMMONS GROUP
YOUIt VISION ACHIL:VEU I IIROUGH OURS.
AGENTAUTHORIZATION and
PROPERTY OWNER CF,RTIFICATION FORM
All Blanks to be Filled in bi,Applicant
(When Applicant has propertylpropertier under conlr•act to
purchase frau duly authorized owner of record)
The Department of the Army
US Army Corps of [miners
Wilmingion District
PO Box 1890
Wilminolon, NC 28102-1890
To Whom It May Concern:
NCDENR - Division of Water Resources
401 & Buffer Permitting Unit
1650 Mail Service Center
Raleigh, NC 21699-1.650
I, the applicant, hereby designate and authorize representatives of Timmons Group, Inc., to act on luy
behalf as my agent in the processing of permit applications, to furnish upon request supplemental
information in support of applications, etc., fi•om this day forward.
This the 12th day of August, 2016.
I, the wtdelsigncd applicant, With written authorization frau 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 (lie 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/or Section 10 of the Rivers and Harbors Act of
1899.
This notification supersedes any previous correspondence concerning the agent for this project.
.. ......... ...
Project Name: Granite Falls Phase V Location:_Rolesville NC,-'
Property Applicant's Name (Print): HHHUNT
Property Applicant's siollawk:
Property Applicant's Mailing Address: 1401 Sunday Dr. Raleigh, NC 27607
Property Applicant's Telepltone:919-695-6162 Fax No.9 t 9-861-6385
Property Applicant's Grail Address:_DCKIRCHNERLHHHUNT.COM___
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••00•
TIMMONS GROUP
YOUR VISION ACHIEVED THROUGH OURS.
V
TRANSMITTAL
TO: Ms. Karen Hiqqins Date: 09/15/2016 Job #: 38655
NC Dept. of Environment & Natural Resources
401 & Buffer Permittinq Unit
512 N. Salisbury Street
Raleigh, North Carolina 27604
❑ ENCLOSED PLEASE FIND:
❑ WE ARE SENDING UNDER SEPARATE COVER:
Project: Granite Falls Phase V
Reference:
Copies Sent To:
COPIES
DATE
NUMBER DESCRIPTION
1
09/15/16
Reduced Size Buffer Authorization Packets
2
09/15/16
Full Size Buffer Authorization Packets
THESE ITEMS ARE TRANSMITTED:
If enclosures are not as noted, please notify us at once.
COMMENTS:
Thank you,
Justin M. Milstein, SSIT
Environmental Scientist
SIGNED:
oc��c�adr�
D
15 2016
DEO-WATER ES U S
401 & BUFFER PERMITTING
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TIMMONS GROUP
YOUR VISION ACHIEVED THROUGH OURS
September 15, 2016
Ms. Karen Higgins
NC Dept. of Environmental Quality
401 & Buffer Permitting Unit
512 N. Salisbury Street
Raleigh, North Carolina 27604
RE: Granite Falls Phase V — Riparian Buffer Authorization
Rolesville, Wake County, North Carolina
Dear Ms. Higgins:
On behalf of Redus Raleigh Housing, LLC, we are requesting a buffer authorization from the NC Department of
Environmental Quality for 114 square feet of permanent Zone 1 buffer impacts and 144 square feet of permanent
Zone 2 buffer impacts for installation of stormwater outlet pipes.
Granite Falls Phase V is an 18± acre proposed 33 lot subdivision with single-family dwellings and associated
infrastructure (e.g., roads and utilities). The project is located off of Rogers Road, Rolesville, Wake County
(Latitude: 35.9267 N Longitude: -78.4666 W). The project is in the Lower Neuse River Watershed in the Neuse
River Basin. The Water Quality Classification for Sanford Creek is C; NSW.
The proposed project impacts 114 square feet of permanent Zone 1 buffer impacts and 144 square feet of
permanent Zone 2 buffer impacts. The stream buffer impacts will occur from the installation of the stormwater
outlet pipes for the BMPs serving the subdivision. Mitigation is not anticipated for the permanent stream buffer
impacts.
Please refer to attached Buffer Authorization request, supporting materials and plans for details describing the
proposed impacts. If you have any questions, please do not hesitate to call me (919-866-4508;
justin.milstein(a-)timmons.com) or Scott Mitchell at 919-866-4952 or scott.mitchell(c_timmons.com.
Respectfully Submitted,
r V�
Justin Milstein, SSIT
Environmental Scientist
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DWR
State of North Carolina
Department of Environment and Natural Resources
Division of Water Resources Division of Water Resources
15A NCAC 0213 .0233 (8)(b), .0243 (8)(b),.0250 (11)(b), .0259 (8)(b), .0267 (11)(c), .0607 (e)(2) — Buffer Authorization
FORM: BA 10-2013
Riparian Buffer Authorization Form
A.
Applicant Information
1.
Project Information
1 a.
Name of project:
Granite Falls Phase V
1 b.
County:
Wake
1 c.
Nearest municipality:
Rolesville
1d.
Subdivision name:
Granite Falls
1 e.
Is the project located in any of North Carolina's
twenty coastal counties. If yes, answer 1 f below.
❑ Yes ® No
1f.
Is the project located within a NC Division of Coastal
Management Area of Environmental Concern (AEC)?
❑ Yes ® No
2.
Owner Information
2a.
Name on Recorded Deed:
Redus Raleigh Housing, LLC
2b.
Deed Book and Page No.
014855
2c. Map Book and Page No.
(include a copy of the recorded
map that indicates when the lot
was created):
02303
2d.
Responsible Party
(for Corporations):
2e.
Street address:
301 S. College Street
2f.
City, state, zip:
CHARLOTTE, NC 28202-6000
2g.
Telephone no.:
2h.
Fax no.:
2i.
Email address:
3.
Applicant Information (if different from owner)
3a.
Applicant is:
❑ Agent ® Other, specify: Developer
3b.
Name:
Drew Kirchner
3c.
Business name
(if applicable):
HHHunt Homes
3d.
Street address:
1401 Sunday Drive
3e.
City, state, zip:
Raleigh, NC 27607
3f.
Telephone no.:
919-861-6380
3g.
Fax no.:
919-861-6385
3h.
Email address:
[e-mail]
R@ROWIE 10
SEP 15 2016
FORM: BA 10-2013 Page 1 of 6

Section A. Applicant Information, continued
4.
Agent/Consultant Information (if applicable)
4a. Name:
Justin M. Milstein
4b.
Business name
(if applicable):
Timmons Group, Inc.
4c.
Street address:
5410 Trinity Road, Suite 102
4d.
City, state, zip:
Raleigh, NC, 27607
4e.
Telephone no.:
919-866-4508, 252-933-5764
V.
Fax no.:
919-859-5663
4g.
Email address:
[e-mail]
FORM: SSGP3080 8-13 Page 2 of 6

B. Project Information and Prior Project History
1. Property Identification
1 a. Property identification no. (tax PIN or parcel ID):
1759727673
1b. Site coordinates (in decimal degrees):
Latitude: 35.9267
Longitude: -78.4666
1 c. Property size:
+/_ 17.79 acres
2. Surface Waters
2a. Name of nearest body of water to proposed project:
Sanford Creek
2b. Water Quality Classification of nearest receiving
C; NSW
water:
2c. River basin:
Neuse
3. Project Description
3a. Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of
this application:
Existing conditions of the site consists of mostly forested vegetation and existing sanitary sewer/easement. The
general land use in the vicinity of the project is forestry, agricultural, and residential developments.
3b. Attach an 8'/ x 11 excerpt from the most recent version of the USGS topographic map indicating the location
of the site
3c. Attach an 8'/ x 11 excerpt from the most recent version of the published County NRCS Soil Survey Map
depicting the project site
3d. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property:
2100 LF
3e. Explain the purpose of the proposed project:
The purpose of the project is to develop the property into 33 lots, to meet the needs for residential homes,
including utilities and roadway infrastructure.
3f. Describe the overall project in detail, including the type of equipment to be used:
Equipment typical for road construction, utility installation and grading will be used to construct the proposed
project such as track hoes, bulldozers, dump trucks, etc.
4. Jurisdictional Determinations
4a. Have jurisdictional wetland or stream determinations by the
❑ Yes ❑ No ® Unknown
Corps or State been requested or obtained for this property/
Comments:
project (including all prior phases) in the past?
4b. If yes, who delineated the jurisdictional areas?
Agency/ Consultant Company: Timmons
Name (if known): Justin Milstein — Timmons Group
Group
Other:
4c. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach
documentation.
5. Project History
5a. Have permits or certifications been requested or obtained for
ElYes El No ® Unknown
this project (including all prior phases) in the past?
5b. If yes, explain and detail according to "help file" instructions.
6. Future Project Plans
6a. Is this a phased project?
® Yes ❑ No
6b. If yes, explain.
This is Phase V of the Granite Falls subdivision.
FORM: BA 10-2013 Page 3 of 6

C. Proposed Impacts Inventory
1. Avoidance and Minimization
1. Buffer Impacts
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.
2. Buffer Mitigation
1 a. Project is in which protected
❑ Yes ® No
® Neuse ❑ Tar -Pamlico ❑ Catawba
Zone Reason for impact
basin?
Required mitigation
(square feet)
❑ Randleman ❑ Jordan ❑ Goose Creek
1 b. Individually list all buffer impacts below. If any impacts require mitigation, then you MUST fill out Section D of
this form.
Zone 2
1.5
Buffer impact
Reason for
Type of impact
Stream name
Buffer
Zone 1
Zone 2
number —
impact
(exempt,
mitigation
impact
impact
Permanent (P)
allowable,
required?
(sq ft)
(sq ft)
or Temporary
allowable w/
T
mitigation)
B1 ® P ❑ T
Stormwater
Allowable
UT to Sanford Creek
❑ Yes ® No
114
0
pipe and rip -
rap pad
B2 ® P ❑ T
Stormwater
Exempt
UT to Sanford Creek
❑ Yes ® No
0
135
outlet pipe
B3 ® P ❑ T
Stormwater
Exempt
UT to Sanford Creek
❑ Yes ® No
0
9
Pipe
Total buffer impacts 1
114
144
1 c. Comments: B1 &B2 are the same impact, just separated for numbering sake on impact maps.
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.
Stormwater outlets were sited to minimize the impact to stream buffers as much as feasibly possible.
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.
2. Buffer Mitigation
2a. Will the project result in an impact within a protected riparian buffer that requires buffer
mitigation?
❑ Yes ® No
2b. If yes, then identify the square feet of impact to each zone of the riparian buffer that requires mitigation and
calculate the amount of mitigation required in the table below.
Zone Reason for impact
Total impact Multiplier
(square feet)
Required mitigation
(square feet)
Zone 1
3 (2 for Catawba)
Zone 2
1.5
Total buffer mitigation required:
2c. If buffer mitigation is required, is payment to a
mitigation bank or NC EEP proposed?
❑ Yes ❑ No
2d. If yes, attach the acceptance letter from the mitigation bank or NC EEP.
2e. If no, then discuss what type of mitigation is proposed.
2f. Comments:
FORM: BA 10-2013 Page 4 of 6

C. Impact Justification and Mitigation, continued
FORM: SSGP3080 8-13 Page 5 of 6

E. Diffuse Flow Plan
All buffer impacts and high ground impacts require diffuse flow or other form of
❑ Diffuse flow
stormwater treatment. Include a plan that fully documents how diffuse flow will be
® Other BMP
maintained. If a Level Spreader is proposed, attach a Level Spreader Supplement Form.
1 b. If you answered "yes" to the above, does the project require preparation of an
If due to site constraints, a BMP other than a level spreader is proposed, please provide a
environmental document pursuant to the requirements of the National or State (North
plan for stormwater treatment as outlined in Chapter 8 of the NC Stormwater BMP
Carolina) Environmental Policy Act (NEPA/SEPA)?
Manual and attach a BMP Supplement Form.
1 c. If you answered "yes" to the above, has the document been finalized by the State
F. Supplementary Information
1. Environmental Documentation
1 a. Does the project involve an expenditure of public (federal/state/local) funds or the use
❑ Yes ® No
of public (federal/state) land?
1 b. If you answered "yes" to the above, does the project require preparation of an
❑ Yes ® No
environmental document pursuant to the requirements of the National or State (North
Carolina) Environmental Policy Act (NEPA/SEPA)?
1 c. If you answered "yes" to the above, has the document been finalized by the State
❑ Yes ❑ No
Clearing House? (If so, attach a copy of the NEPA or SEPA final approval letter.)
Comments:
2. Violations
2a. Is the site in violation of DWR Wetland Rules (15A NCAC 02H.0500), Isolated Wetland
❑ Yes ® No
Rules (15A NCAC 02H .1300), DWR Surface Water or Wetland Standards, or Riparian
Buffer Rules (15A NCAC 02B .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):
Justin M. Milstein 09/15/2016
Applicant/Agent's Printed Name Applicant/Agent's Signature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Send 3 complete sets of this form and accompanying documents to the following:
For government transportation projects .sent
by First Class Mail via the US Postal Service:
NC DWR, Transportation Permitting Unit
1617 Mail Service Center
Raleigh, NC 27699 - 1617
For all other projects sent by First Class Alail
via the US Postal Service
Karen Higgins
NCDWR — 401 & Buffer Permitting Unit
1617 Mail Service Center
Raleigh, NC 27699 - 1617
For government transportation projects sent
by delivery service (UPS, FedEx, etc.):
OR NC DWR, Transportation Permitting Unit
512 N. Salisbury Street
Raleigh, NC 27604
For all other projects sent by delivery service
(UPS, FedEx, etc.):
OR Karen Higgins
NCDWR — 401 & Buffer Permitting Unit
512 N. Salisbury Street
Raleigh, NC 27604
FORM: BA 10-2013 Page 6 of 6

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Granite Falls
PIN:1759727673
PIN Ext: 000
Real Estate ID: 0314085
Map Name: 1759 16
Owner: REDUS RALEIGH HOUSING LLC
Mail Address 1: MAC Z3094-065
Mail Address 2: 1 INDEPENDENT DR STE 615
Mail Address 3: JACKSONVILLE FL 32202-
5021
Deed Book: 014855
Deed Page: 02303
Deed Date: 07/25/2012
Deed Acres: 18.16
Building Value: $0
Land Value: $646,348
Total Value: $646,348
Billing Class: Business
Description: TR3 GRANITE FALLS BM2007 -
00576
Heat Area: 0
Site Address: 0 ROGERS RD
City. ROLESVILLE
Township: WAKE FOREST
Year Built: 0
Sale Price: $0
Sale Date:
Use Type:
Design Style:
Land Class: VACANT
Old Parcel Number: --
0 220 440 880 ft
1 inch = 400 feet
Disclaimer
Maps makes every effort to produce and publish
the most current and accurate information possible.
However, the maps are produced for information purposes,
and are NOT surveys. No warranties, expressed or implied
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ff. DESIGN INFORMATION'
Permit Number
Drainage area
(to be provided by DWQ)
Impervious area
50,530 ft2
�aQFWntE9
ASy
Design rainfall depth
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NCDENR
`
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
401 CERTIFICATION APPLICATION FORM
BIORETENTION CELL SUPPLEMENT
This form must be filled out, printed and submitted.
The Required Items
Checklist (Part III) must be printed, filled out and submitted along with all of the required information.
L PROJECT INFORMATION
Project name
Grande Falls Phase 5
Contact name
Lewis Hardee
Phone number
919-828-4428
Date
August 25, 2016
Drainage area number
Bio -Retention DA
ff. DESIGN INFORMATION'
Site Characteristics
Drainage area
141,134 ft2
Impervious area
50,530 ft2
Percent impervious
35.8% %
Design rainfall depth
1.0 inch
Peak Flow Calculations
Is pre/post control of the 1 -yr, 24 -hr peak flow required?
1 -yr, 24 -hr runoff depth
1 -yr, 24 -hr intensity
Pre -development 1 -yr, 24 -hr peak flow
Post -development 1 -yr, 24 -hr peak flow
Pre/Post 1 -yr, 24 -hr peak control
Storage Volume: Non -SA Waters
Minimum volume required
Volume provided
Storage Volume: SA Waters
1.5" runoff volume
Pre -development 1 -yr, 24 -hr runoff
Post -development 1 -yr, 24 -hr runoff
Minimum volume required
Volume provided
Cell Dimensions
Ponding depth of water
Ponding depth of water
Surface area of the top of the bioretention cell
Length:
Width:
-or- Radius
Media and Soils Summary
Drawdown time, ponded volume
Drawdown time, to 24 inches below surface
Drawdown time, total:
In-situ soil:
Soil permeability
Planting media soil:
Soil permeability
Soil composition
• Sand (by volume)
• Fines (by volume)
Form SW401-Bioretention-Rev 8
June 25, 2010
N (Y or N)
3 in
4.61 in/hr
3.730 ft3/sec
7.460 ft'/sec
3.730 ft3/sec
4,378.0 ft'
4,393.0 ft' OK
ft
ft3
_ ft3
0 ft3
ft3
12 inches OK
1.00 ft
4,849.0 ft2 OK
122 ft OK
40 ft OK
ft
6 hr OK
18 hr OK
24 hr
0.05 iNhr Insufficient. Increase infiltration rate or include underdrains.
2.00 in/hr OK
86% OK
10% OK
Parts I and II Design Summary, Page 1 of 3

Permit Number:
(to be provided by OM)
% Organic (by volume) 4% OK
Total: 100%
Phosphorus Index (P -Index) of media 20 -Jan (unitless) OK
Form SW401-Bioretention-RLv.8
June 25, 2010 Parts I and II. Design Summary, Page 2 of 3

Basin Elevations
Temporary pool elevation
Type of bioretention cell (answer "Y" to only one of the two following
questions):
Is this a grassed cell?
Is this a cell with treestshrubs?
Planting elevation (top of the mulch or grass sod layer)
Depth of mulch
Bottom of the planting media soil
Planting media depth
Depth of washed sand below planting media sal
Are underdrains being installed?
How many clean out pipes are being installed?
What factor of safety is used for sizing the underdrains? (See
BMP Manual Section 12.3.6)
Additional distance between the bottom of the planting media and
the bottom of the cell to account for underdrains
Bottom of the cell required
SHWT elevation
Distance from bottom to SHWT
Internal Water Storage Zone (IWS)
Does the design include IWS
Elevation of the top of the upturned elbow
Separation of IWS and Surface
Planting Plan
Number of tree species
Number of shrub species
Number of herbaceous groundcover species
Additional Information
Does volume in excess of the design volume bypass the
bioretention cell?
Does volume in excess of the design volume flow evenly distributed
through a vegetated filter?
What is the length of the vegetated filter?
Does the design use a level spreader to evenly distribute flow?
Is the BMP located at least 30 feet from surface waters (50 feet if
SA waters)?
Is the BMP localed at least 100 feet from water supply wells?
Are the vegetated side slopes equal to or less than 3:1?
Is the BMP located in a proposed drainage easement with access
to a public Right of Way (ROW)?
Inlet velocity (from treatment system)
Is the area surrounding the cell likely to undergo development in the
future?
Are the slopes draining to the bioretention cell greater than 20%?
Is the drainage area permanently stabilized?
Pretreatment Used
(Indicate Type Used with an "X" in the shaded cell)
Gravel and grass
(81inches gravel followed by 3-5 ft of grass)
Grassed swale
Forebay
Other
Form SW401-Bioretention-Rev.8
June 25, 2010
Permit Number:
(to be provided by DWQ)
361.00 fmsl
Y (Y or N) OK
N (Y or N)
360 fmsl
inches
357.5 fmsl
2.5 ft
0.5 It
Y (Y or N)
6 OK
2 OK
1 f
356 fmsl
354 fmsl
2 ft OK
N (Y or N)
fmsl
360 It
Y (Y or N) OK
N (Y or N) Excess volume must pass through filter.
ft
N (Y or N) Show how flow is evenly distributed.
Y (Y or N) OK
Y (Y or N) OK
Y (Y or N) OK
Y (Y or N) OK
0.55 ft/sec OK
N (Y or N) OK
N (Y or N) OK
Y (Y or N) OK
X
OK
Parts I and II. Design Summary, Page 3 of 3

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VICINITY MAP
NTS
GRANITE FALLS SUBDIVISION
PHASE 5
ROLESVILLE, N.C.
SHEET INDEX
CE -1 SIEEXISTINGCONDITIONS
CE -2 SITE PLAN
SEPTEMBER 2, 2016
CE -3 UTILITY PLAN
CE -4 EROSION CONTROL PHASE ONE
CE -5 EROSION CONTROL PHASE TWO
CE -6 GRADING & STORMWATER PLAN
CE -7 STREET 1 PLAN & PROFILE
SITE DATA
CE -8 STREET 2 PLAN & PROFILE
CE -9 STREET 3 PLAN & PROFILE
CE -10 SITE DETAILS
DEVELOPER:
ADDRESS:
PIN:
0 ROGERS ROAD
1759.16_72_7673
CE -11 UTILITY DETAILS
DEVELOPER:
HHHUNT COMMUNITIES
CE -12 UTILITY DETAILS
1401 SUNDAY DRIVE
CE -13 EROSION CONTROL DETAILS
H H H U N T COMMUNITIES
RALEIGH, NC 27607
CE -14 STORM DRAINAGE DETAILS
PARENT PARCEL:
17.80 AC.
1401 SUNDAY DRIVE
LOT ACREAGE:
11.95 AC.
R/W DEDICATION:
2.54
2.54 AC.
RALEIGH, NC 27607
OPEN SPACE:
3.31 AC.
PUBLIC IMPROVEMENT QUANTITIES
EXISTING ZONING:
R-2, SUP
PHASE NUMBER(S) 1
NUMBER OF LOTS:
34 LOTS
NUMBER OF LOTS(S) 34
LOT NUMBER(S) 150-183
AVERAGE LOT SIZE:
15,313 SF
NUMBER OF UNITS 34
OPEN SPACE YES
PUBLIC WATER (LF) 2,001 LF
PUBLIC SEWER (LF) 1,299 LF
CIVIL ENGINEER:
ATTENTION CONTRACTORS
=C'—d- C,,esppnsble forme 141,11, of nater.
aft reuseas apprp`red m mese plan. rs responsible fps
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JOHN A. EDWARDS & COMPANY
Consulting Engineers
NC License F-0289
333 Wade Ave
Raleigh, N.C. 27605
Phone [phone]
FAX [phone]
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CURVE TABLE
CURVE LENGTH RADIUS DELTA CHORD I CHORD BEARING
O 154.31' 305.00' 281152.61
C2 29.34' 73.00' 814'13' 27.88'
508TT08'E
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C3 288,33' 330.00, 467517' 261.00'
N6r45O8'E
JOHN A. EDWARDS & COMPANY
Consulting Engineers
and Land Surveyors
INC License F-0289
333 Wade Ave., Raleigh, N.C. 27605
Phone: [phone]
Fax: [phone]
EHn ail: [e-mail]
WvRw.jaeco.com
GRANITE FALLS
SUBDIVISION
PHASE 5
0 ROGERS ROAD
ROLESVILLE, NC 27571
HHHUNT COMMUNITIES
1401 SUNDAY DRIVE
RALEIGH, INC 27607
RE 2 a
De DEED BOOK
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STING CONDITIO
Description
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D— By: JRC
Checked By: LEH
Date Issued: 05-20-2016
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1401 SUNDAY DRIVE
RALEIGH, INC 27607 P. ��\7 23,299 SF
PARENT PARCEL 17.80 AC.
LOT ACREAGE: 11.95 AC.61!, !
R/W DEDICATION: 2.54 AC.
OPEN SPACE: 3.31 AC.
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GENERAL NOTES UNE / DIRECTION LENGTH
NUMBER OF LOTS: 34 LOTS
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EXISTING UTILITIES PRIOR TO CONSTRUCTION. /�iV 6
MINIMUM LOT SIZE: 85' SF 2 CURB k CUTTER Is 30• VALLEY CURS, // Q` / L2 SS"7'15•E 30.98'
MINIMUM LOT WIDTH: 85'
/
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REAR SETBACK: 25' / / / /� CURVE LENGTH RADIUS DELTA CHORD CHORD BEARING
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IN ACCORDANCE WITH CITY OF RALEIGH/�Y` C2 29.34' 25.00' 6n 6'tY 27.88' st0'S0'2t'w
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JOHN A. EDWARDS & COMPANY
Consulting Engineers
and Land Surveyors
NC License F-0289
333 Wade Ave., Raleigh, N.C. 27605
Phone: [phone]
Fax: [phone]
E-mail: [e-mail]
www.jaeco.com
FESS/
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GRANITE FALLS
SUBDIVISION
PHASE 5
0 ROGERS ROAD
ROLESVILLE. NC 27571
HHHUNT COMMUNITIES
1401 SUNDAY DRIVE
RALEIGH, NC 27607
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STREAM PROTECTION BU
GRAPHIC SCALE
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SUBDIVISION PLAN
IDele I Description I By
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D- By: JRC
Checked By: LEH
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STANDARD U77LITYNOTESfarrpphica5k): 153�N, \\
t All materNL & cnnstrvcnon methods mal be ui acccrdarr,:e with Cifv of Relelgh aesigrr standards.
\ \ \
da L & spa fie , (reference Coe Har,moer, e tin
UGlrty IT -t- rtq—
a i A dulance of 10_ shall be maintained bet sanitary vwe 3 any pnvate or public
suppty =dunesum as an ,mpainded res ,ry used as a aogrce of drmrmg war, If adequate
lateral separahcn fond Ee acmevea, II,ro„s sanitary rawer h shallt t spe<ifiea & inAahed UTILITY NOTES:
wazer 11ap5ILIII,Is bh, a.gemi�m� r�matlansalingtE<leasmN25'Sa a 154
pnvaze well pr SU tremapubhc well 1. CONTRACTOR I TO FIELD R TO LOCATION a ELEVATION OF ALL \
b] When mAall,fig warn &/a srxa mains, the honr.ontal s,p . It— utilities shall be IX��' ��� PRIOR TO ����' A�
1r It this separef,un asset be mairdamed due to ex 1, cmditims, the var,az,pn allowed Is 2 \ 160
the water main In a se state tre,ch wllh the elevation of Ne water main az least IR' above Ne 2' UTILITY CONSTRUCTION SHALL BE IN ACCORDANCE WITH CITY OF O 4 \ ♦ _ `
P RALEIGH STANDARDS AND SPECIFICATIONS UNLESS OTHERWISE \sc \
[op of the sex sr &must be approved by the .1,1, UW11res Dreaor All d,Aances are NOTED.
saved Gra p"Iw, mamas tp a,tsiae mamet�r •q?s., \ O
c) Wh,e 617 lmposs,Ele to obtain proper separetion, or Niyt a Baru sex, passes over a 3. SEWER ESMMENT CROSS SLOPE SHALL BE MINIMUM 3:7. Z . 155
etemain. DIP materiels a steel enas,nent extended 10' on e h side of dossing m. be \\ ♦ ( /
spec,hed&m 111d to wa[nlme specrfrcatrms
m,mmlam hor,:bnlal sgarehm Ir ,q-. E- an 1a -rt- =ewe & Aarm sew, UTILITY SEPARATION:
f-Ift es, unless DIP 1-1 h, sp,I,f,d for sanitary
eI Mamtam I3mm vedical 711,... Erni d all wffiem,ami & FCY Aorto dram do==ings, maintain 1. WATER a SEWER MAINS
24" m verhal sq..trm at all sanitary sewer At RCP Aorto dram crossings WI,,
g
A) MINIMUM LATERAL SEPARATION 10'
DSS
adequateseparat,ons canna be ache , specify DIP mazmals & e emere[e cradle having 6"
B) SEPARATE DII WIIH 1e' MIN. VERTICAL DISTANCE
PROPOSED FIRE HYDRANT (FH)
n cl®lance cps CJRPUD d_,1,W.4I &S-19,
2. WATER a STORM DRAINAGE ONES 1e' MIN.
f1 All Diner undngro,md uUhhes snail cross water &sewn facihnc. w,th te' mm. vertical
3. SANITARY SEWER a SIDI GRAIN LINES 24' MIN.
_ _
s•Pve6EWVE.
sglaranm required
♦ MINIMUM COVER OVER WATER MAINS SHALL BE 3.0'
_SS FLNM S51 MH
i. Any ne,:essary fieldre✓isionsaresubecttoreview&approval ofd ,am d pl,, WI,profilebytlie
—SS—PROPOSED
SANITARY SEWER
C,tyof Raleigh Niblic Uhl¢,e:. DeparLnent prior to cm2vaim
—
4 CmGac[s slisll nuirdam continuous water&sexes service to ,xirtmgres,dmtts&busmesses
PIPE MATERIAL
IJvoughwtemmvm fpm)xt Any necessary service uaertuptioras shall be Prettded by a 24 hwr
PROP 30'CITYGF
advanceoohce tothe C,ty of Raleigh lubl,c UVirtres Lepartment
WATER MAINS - SHALL BE DUCTILE IRON WATER PIPE IN ACCORDANCE
RALEIGH SS ESMI
?o'mmimum Nan 1. requmed al au waf,mams&sewer fprcemams 4o'n,In,mpm [o,rn,s
,,gored ori all-,, Irai,ls
WITH THE STAN OF THE CITY OF RALEIGH UNLESS OTHERWASE
NOTED ON THE CONTRACT DRAWINGS.
e It I Ne dev,IopeY...pmsib,l,ty W abandm ----g ex,shng water & sex, serv,ces not being
S Mare MAINe _ SHALL BE PVC OR DIP GIANTY SANITARY SEWER
us<d m, d"i p-fd site wiLes aherwise drreaedbyme City ofRsleigh Pes ubh, 1TWIt
PIPE, ASTM D-3034 SDR 35, TYPE PSM OR EQUAL AS SPECIFIED BY
Department Thls includes aEandming Opatrnam&remev.1 of_in from ROW or easementpa
CO= Hmdbocl prxedure
THE CITY OF RALEIGH UNLESS OTHERWISE NOTED ON THE CONTRACT
DRAWINGS
? -11 N'th metas lo=afed at ROW I,,— a'_'xT Waterline EI—t
„rmed,ately' adlacalt NJTP: i, res (Iv appriconCc r¢p.xrsrbJrty' [c proxrly srz+r/M wr6¢r.ren•rce jos
ach conre,bnn roprwrde aaegramey'low 5 Ores
0 Insta113" PV C xwa zerv,cee Gm I Ws m,n,frilam gFade wlfh cleanwfs Iepazed at ROW or eeseme,t
Imo & ryexd every TS Im,ar feet maximum
reaticmF valves arere ur=a on Ilw t, sav cos �ceedm 80 6acAvatn valve�ere
Z Ressu,v s4
P
requrea «, all =,midi- rawer ae,v,ces saving Evilamg aa,m lawn man I r af.nae me next updrean
manhole
10 All env,ImineItalp,tmrlsappl,ablxtolhepr�ectmuAbeebtainedfremNCDt4'Q,TrSACE&/or Public
FTNIAmranynp....buffer,wd-d&rornondr,lamuryiaar(-Pe,t Iy)Pn W onA,,,cea, Water Distribution/ExtensionSystem
I1 NCD OT/R1,11wd Enemamment Agreements arerequiicd for any utIhC/w,ri: (mcludirlg main
e#ens,mz & service taps) within state or ra,lmad POW poor to consW.:hon Tne Crtr or Raleigh cbnserns m Ne mnnelvon antl ettensibn or It,
�m'a pumrc water sn-Iain err q,prn, nn mIs Ola
n nee matenal dna
W a lat,on eaficallons 3rall be
12 (Irea.e In[en: or�011 er0 anter sv.,n calculatiaas&mstl
apt at ep g con utnon rrembas oleo mr mispm,art man conform tome
appnn edbv the919)9 23114 Program C"' t., PNate issuance ofd Building Permit Contact Aarrdamsand spa[tifiratrvnsof the CrryS Pubv[Ulrlrbes Hantlbuok
Tan Bosleyat(919) 9W p, ati I— beaslev(35adb-dg, for moremtumratim
13 r'ross-connea,on conlrel protection devices are required based on degree of health hanrd ­I­
1,1111
voly ed1,111m Appendixx B o[ the Rules v' uvemmp Puthe W alar Systems ,n North CeroWa These Public Ubenes Department Pertnt x _
gwd,hnes aremermnvnimr regmrements The devices=hail mad Amer,cen Sbcrety of Samt:ay Aumon:auon to rbnAruc.
Engine„ng CASSE) standards a Ce on Me Un,versiN of Soulhan Cahfanla approval Tut The
de•tts snail he,nsfall,d dna fazed@oto lmnal andpalodicteeling trl,eatteimaanatanc<wirrl the Date
nuEaaurer's recommendatims. d m+Incl cross -connection cbnbrl program, whldlner iz inure
stringent Cuntict Jeanie Helve- at (9151996 5?^_3 cr Lavoie liartley(a,raleip}in< gbv fur more
r mfortnauon
Public
Sewer Collection/Extension System
Tse Cary Il Rar 1 inn nts to N, mnn"'10 antl eaensrbn of the
CZ p,mll[sevzr=-Iain es Arbwn orators plan Tne mmen, dna
conAm ,d IPI =used mr thr, 1r I A,aumnmmrcb me
Aantlartls antl spemn[abpns of Vie CVy's UOIIGes Handbook
Publr[Wlrtles DEpamnent Penn
Au[hon:avon m Conmuct
JOHN A. EDWARDS & COMPANY
Consulting Engineers
and Land Surveyors
NC License F-0289
333 Wade Ave., Raleigh, N.C. 27605
Phone: [phone]
Fax: [phone]
E-mail: [e-mail]
as vR,vvVjaeco.com
F S5A/I
4 SEAL
022917
GRANITE FALLS
SUBDIVISION
PHASE 5
0 ROGERS ROAD
ROLESVILLE, NC 27571
HHHUNT COMMUNITIES
1401 SUNDAY DRIVE
RALEIGH, NC 27607
LEGEND
0
(
EX SANITARY SEWER MANHOLE
DSS
EX WATER VALVE
k
PROPOSED FIRE HYDRANT (FH)
N
PROPOSED WATER VALVE (WV)
PROPOSED WATER METER (WM)
PROPOSED MANHOLE (MH)
•
PROPOSED CLEANOUT (CO)
WPROPOSED
WATER LINE
—SS—PROPOSED
SANITARY SEWER
GRAPHIC SCALE
IN neer
I man = eo)rL
157
UTILITY PLAN
Revisions
/ / E
N /rL D.I. Descnption By
^+ �' ri / ATTENTION CONTRACTORS:
/ C - /� ntt eontracmr
/ respbnabie Tor Ne extensrbn W water,
YZy
44 t1a sora e� as apprwea rn mese prem, rs reepbnsmre mr / ' O CSS / Iearst 9 MIP UBLILLTIUTIESDEPA NENT,t(919)9%-a540at
/ QP 0 j/ enry rourn nor oegrnnrnq arc-er r
//,,G,4`6p �/ FutuaEto nosy win cm Deparbnerrcs In abanee o(beBlnnrnq
� etatYrrnes,a require
Dray water br=ewer tat inspecrea asoa result or
/ 4 mle nota[avb1.1 PL rocs zmspecbpn In
/ onwnsneIf Prrig pare
If CITU OF RALEIGn ST110ARDS CIT10result In amrneanq
/ e .avainn re rewbrr rnmecm of RA I
Desi LE GH
JAECO V. 605.05
TY CONSTRUCTON SHALL BE
[KATC:DANCE WITH CINOF RALEIGH Dr.vm BY: JRC
RDS AND SPECIFICATIONS. Checked By: LEH
D.I. Issued: 05.20.2016 CE -3

NRB \ +PSI
GRANITE FULS
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do coIRM1 , ; / /% /,' BOTTOM WIDTH r __ 1 II I 1
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SPIUL)VAY l / / ' i / / / �_ie_� / _ \\\4\\ \ _ / II/ 333 Wade Ave., Raleigh, N.C. 27605
/,Ill llyll III III Phone:[phone]
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pV�R90N pYCH_ I (I \ \d ROCK \ 1 '{ 1P OW \ (STONE PAD UNDER SKIMMER)
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PHASE5
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ROLESVILLE, NC 27571
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PROJECT: Granite Falls Subdivision - Phase 5 PIN nssl6sass3t \
\`,\- I ,IW 1 / I (/ f 1 Lam\ / / \ \\. ♦\ \ \\ // / / "\ //^\ \
SKIMMER BASIN(
Denuded Area = 1.39 A /Iy 1\ \\\ \ A'
hnpePA- Are;, = Ono
Landscaped Area 1.85
Bas, Drainage Area= 3.24 Ac.\ \ \ \ _ -- \ \ </ LEGEND
\ \\ \ 1
Conor •(:' 0.33 / -- - - ROP
POSED CATCH BASIN
= \ / ` / \ \ % �
Runof'Peak = 7.7 of. (CIO) Y\ + `/ / \ + \V /
� \ \ /// ` • PROPOSED DROP INLET
13epr1 2 N N \ / / \ \\ , 1 -� \\ \' // PROPOSED STORM RPE
Read Vol. Read Arm Prwided. Area Provided Vol Provided lenalh Prwidad W dth _ _
(CF) Iof) (SF) (CF) (Ir) (r) \!\1� // , /^ -A / \ / / / \ \ �yppp SILT FENCE OUTLET
5832 3158 3,936 6.180 116 34 \\`"j,//' / \ \`) O ROCK CHECK DMI
GENERAL NOTES '"\\ \ / J/ I \ / /�� ` /
WE82 S1 NO 1. CONTRACTOR TO PLO VERIFY LOCATION a ELEVATION OF ALL \� /� / /�� \ ) / ! / ��- \\ /^�// CLEARING UMITS
CP GLH` S.K. for L. C=3.0( -A), H=0.5 n(rtes) Dils-nNG UTILITIES PRIOR TO CONSTRUCTION. � / � � // / � / `- \\
/ _SE_ TEMPORARY SILT FENCING
L= CI(CH'") (Minimum loft) 2. UTILITY CONSTRUCTION SHALL BE IN ACCORDANCE WITH CITY OF
RALEIGH STANDARDS AND SPECIFICATIONS UNLESS OTHERWISE NOTED. �� / / / 1 / / / / \ \ \ 1\ (Y TEMPORARY DIVERSION DITCH
I.= 10 % 3. STORM DRAINAGE INSTALLATION SHALL BE IN ACCORDANCE WITH 50' NEVSE RIVER BUFFER
NCDOT STANDARDS AND SPECIFICATIONS 100' TOWN OF RO,ESNLLE
Calculate Skimmer Size 'STREAM PROTECTION BUFFER'
4. ALL STORMPROTECTION.
DRAINAGE INLETS SMALL BE INSTALLED YO INLET ^I I > / / / /N
BAIEIn VOIUfIIe 5,832.CILFt Skimmer Size 2.00 Inch PROIECTIOi. INLET PROTECRON SHALL NOT BE REMOVED UNTIL ALL
Days to Drain' �3'Days Orifice Radius 0.76 Inch(es) HAS BEEN EAM AUTHORIZEAREA
eY THE wHAS � COUN1TY EENMRONMENTREMAL A,\ ,/ /l `
Onfice Diameter 1.50 Inch[esJ ENGINEER \ // ! I / / GRAPHIC SCALE
n, I- STABILIZATION NOTE:
ANY PORTION OF A SITE UPON WHICH FURTHER LAND -DISTURBING
PHASE ORE OONSIRUCDON SEQUENCE ACTIVITY ISNOT BEING UNDERTAKEN SHALL BE PROVIDED WTH
PROJECT: Granite Falls Subdivision - Phase 5 PERMANENT GROUND Cowl SUFFICIENT To RESTRAIN EROSION VATHI71 ; `,�`{�/{' 1 )
1. SCHEDULE A PRE -CONSTRUCTION CONFEREN E WITH THE ENVIRONMENTAL ENGINEER, FOURTEEN 14 CALENDAR GAYS OF TEMPORARILY OR PERMMENRV I i I ( I ( \\ �/ // /// 1 SncD F 60 fL
GLENN JOHNSON 918-9®-Bt11. OBTAIN A LMLO-g5TIlR81NG PERMIT. SUSPENDING THE LAND DISTURBING ACTIVITY.
SKIMMER BASIN 2 2 INSTALL CONSTRUC71ON ENTRANCE, SILT FENCING, 6, SILT FENCE OUTLETS AS 1 1 I \ \ v✓ / //
SHOWN.
t t 1 \ \ ATTENTION CONTRACTORS
I
3. NSTALL BYPASS STOiMWATER SYSTEM FIRM q-8 TO F6-12 GRADE IN RIPRAP STOCKPILE MAINTENANCE REQUIREMENTS
g T,k
Denuded Area = 240 AG CHANNEL AT FES -12 ounET AS SHOWN. \V; -'
I,peraAous At. 0.00 4. INSTALL SKIMMER SEDIMENT BASINS CLEAR ONLY AS NECESSARY TO INSTALL 1 1 ` 1 �// itis Cvnsueivn Cv,mador responsbM krme etlerevn 1 ter, EROSION CONTROL
L 5®NG OR cowLR DUCE EROSION N H TARPS . MULCH Is I t 1 I 1 / mnrre e, a R EROSION I V l I V R L
THESE DEVICES OUTLET SKIMMER TO PoPRAP/SILT FENCE OUTLET AT TOE OF REQUIRED AND M1LL REDUCE EROSION PROBLEMS. TARPS SHOULD 1` ( I 1//.p$' / �.rer aPmvvYE in mese sans. is resyonsihle ror
Landseapetl Area= 1.97 BASIN EIABANKIAENT. PROVIDE A $TONE PAD BELOW THE SKIMMERS AND ATTACH A BE KEYID IN AT THE TOP OF THE SLOPE TO KEEP WATER FROA \ \ I I '�/ /� ��� i wntaGng mePWlic uMmes Oeoanrrent st(919) 9w,w at
(ETHER TO 111E SKIMMER ITSELF. MAINTAIN SEDIMENT AND EROSION CONTROL p \\ \ \ ( I /"%// / Ieasttrermmurnqurs g ganygfinei,wns[rucugn PHASE ONE
Barn Drainage Mea= 4.37 AD. RUNNING UNDERNEATH THE PLASTIC Fnorro be �mm�
�,C„= 0.36 DEVICES AFTER EVERY RAN EVENT AND ONCE PER WEEK. REMOVE ANY SILT BUILD b Fr \ \ ` \ \ L r�4JR' / N e'LWPerar.nN in aoranm of 6egmmng
UP ON ANY SILT FENCING AS NEEDED TO PREVENT BREECH. SEED OR MULCH (OR 2 IF A STOCKPILE IS TO REMAIN FOR FUTURE USE AFTER THE T \ \ f% /j%/ FNWmm�ob boor C RBNSIons
Ruro%Peantok= '11.4 f. (010) STABILIZE WITH STONE/PAVDAEN7) MV DENUOm AREAS WITHIN 14 CALENDAR DAYS PROJECT IS COMPLETE (BUILDERS, ETC.), THE FINANCIAL \ mnsttumvn, vdl resuum meissuance of rrnraerery Mr, arM require
6 TEMPORARY OR PERMMENRY SUSPENDING LAND DISTURBING ACTIVITY. RESPONSIBLE PARTY MUST NOTIFY WAKE COUNTY OF A NEW - ` \ �/ GS- E remstallabon main varer q. sererranlmez not insprCee asa resu6
Depth= 2 % �'$,c -B, \ \ % / qr oris mm��rdbon ra;wre Date Description BY
Raa'tl Vol Reo'tl Kea Provldetl. Area Provided Vol Prwitletl lenatll Prwdetl W itl1D 5. CALL919-863-6411OBTAIN
A EFI FOR AN ONSnIA INSPECfKIN BY THE ENVIRONMENTAL ENpNEFR RESPONSIBLE PARTY FOR THAT STOCImll2. i;. \ `` /
TO OBTAIN A CERTIFICATE OR OF COIAPLMNCE. // / peoaen.Inenue ooensovm Pgp,n
(CF) (51} (SF) (Cr) (r) 50 6. BEpN CLEARING AND GRUBBING WITHIN THE LIMITS OF DISTURBANCE AND INSTALL 3. THE APPROVID PLAN SHALL PROVIDE FOR THE USE OF STAGED"/� P� y' /j' Fel to �O mr ins a+e
7886 4941 4,882 8,292 too 50 DIwtSION DITCHES Vint ROCK CHECK DAMS AS SHOWN. MAINTAIN POSITIVE SEEDING AND MULCHING ON A CONTINUAL BASIS WHILE THE „ G^� SLO �g"L� PenrlaadPMns vn me Jobete:, or any Omer Yroledon of ppa
DRAINAGE WITHIN DIVERSION DITCHES AND OUTLET TO RESPECTIVE BASINS STOCKPILE IS IN USE^�'S" RebiyA SY+rMertls veli resunma F4ro nM Povak Eacwsion rrom
7. STABILCM SITE AS MEAS ME BROUGHT UP TO FINISH GRADE WITH VEGETATION, \+ / Yuture wohm me GAY 1R."l,
WEIR SONG PAVING, DITCH WINGS, ETC. SEED MD MULCH DENUDED MEAS PER DMO 4. ESTABLISH AND MAINTAIN A WOETA71VE BUFFER AT THE TOE OF /C(•✓// � jG�
REWIREMENIS THE SLOPE (WHERE PRACTICAL).
Q. CLHv` Sohe tar L. C=3.0 (17•x), Ii=D.5 ft (max) & NO SEDIMENT AF4) EROSION CONTROL MEASURES ARE TO BE REMOVED MIDIOUT
L- O'(C-Hn (Mlnimm lD%.) APPROVAL OF THE STORMWAIER INSPECTOR
L= 11 ft. TOTAL DENUDED AREA = 7.0 AC.
Granite Falls Subdivision -Phases 5 a y \
Elevation Disraeler - St e , I.Verl 'amen .Upstream-Up5lrc:amlalcl Upstream Structure 7oml Ft-
Calculate Skinti er Size w
Basin Vol 7,566. Cu Ft Skimmer Size 2.00Ir1ch STanNode Start ft S10 Node (iD (fl % s1re11ID (fl :(Dowcaream) ft IDIetC : nrea(acus Flow cis (cf.)\yam 6
Days to Drain' Days Orifice Radius 0.86 Inch
D1.8 386.50 JB -9 )8 124.2 39-A 382.00 377.20 0.50 5.50 20.0 20.0 / JAECOR 605.05
JR -9 3R(.SO
JB_
-10 1R 53.R -1.(1°x. 377.00 3id.85 'A IA ALL CONSTRUCTION $HALL BE IN
Orifice Diameter 1.70 InchJesJ 0.0 19.9 ACCORDANCE W WAKE COUNTY Drawn By: JRC
'h Kenume 3Anys JB_10 383.W JB -ll 24 44.5 120116 374.35 369.W NIA N'A OA 33.3 STANDARDS SPIONS
romW 78-1] 373.00 FES -l2 24 34.9 0.6^m 367.10 367.00 'A N!A 0.0 33.3 AND ECIFICATCheeked By: LEH
Date Issued: 05-20-2016 CE -4

\ / / NRB
GRANITE FALLS
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\ 5' LENGTH
/ 7/3-B' ENTRY WID
6.3' NDM
12'THCKN9S; '/ '/ SILT FtNCE?
(T
I�
2� 7oD CpRM/1/
B I r \ I
/ MINIMUM 3' fp q r �OIOERSDADE 'ESLDOPES
i6z4 /11'' /// I \ II
L /
/ / ;S , BOTTOM WIDTH
J 1O EMERGENCY'
.. SPlLLWAY
2' BO OM. DI ,11 N,r
' DEPTH
{I REWSRNEIGHH SINGLLC
UMTS OF CE-
NiCE� \4:1 SIDE SLOPES \\\ (/{ D 6 . 14055. P6 219
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N,F =
NORM VJPXE
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OE'ILOPEFis LLC I FE348 D42) / /
' I D6., 177 G.1se15 I BASIN 1
I BM zoo). Pc 1574 SILT
%N,)59.18830389 OUTLET (EYP) ) ) �, // /dIMSN N( //%/j// /// / / '-\\�\\\\`\\\\\ \\\\\\ llJ /q \ \ FES -,2 T ?I( -�\I FLOATING G PVC SKIMMER
/�S`,eoc�Ii€, \` IFMA AEitcQlcY (mHE�RED TO BANK)
a't\\ mDT\1H R;�; -�„ , T,„ x // �j• )( \'\�(STONE
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\
UNCDE
R SKIMMER)
s' LET11 SIDE SLOPE.
1' BOTToM DI1DcM CLASS'9\R. PzOe
3.8' ENTRY WIDTH sLLNOWae' ENRYNIELS ND1141
12' THICKNESS
Sb a• 4.-`�,\��'y
1 SIDE 6.3'
THICKNESS
� II It / / f 1• eoTTOM WIDTH (I I ( l \ 1 I I , 1 rI // / \\ - \�\�\ \\\\\
FLOAnncij PYC SKIUMiRz I I I I 1 \ \ \ \ \ \\@9�
TERING DEVICE /
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\ \ \ HOPE\
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I � % / ,�\ \ \ \ \\ \\ \ \ T \ •,. \(( rc / SEDIMENT
1 \ +\ \\\v \ \\\\\\ �g,p) �+ BASIN2 /
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\ \ \ `moi\ l l DIs DISTURBANCE
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_ " \ STATE EMPLOY EESCFEpT UNION
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PHASE TWO CONSTRUCTION SEQUENCE GENERAL NOTES
B. BEGIN GRADING STREETS k RIGHT-OF-WAYS AND INSTALL STORM SEWER AS 1. CONTRACTOR TO FIELD VERIFY LOCATION a ELEVATION OF ALL
SHOWN. LETS PROTECT INWITH BLOCK AND GRAVEL INLET PROTECTION. EXISTING UTILITIES PRIOR TO CONSTRUCTION.
10. COMPLETE GRADING OF REMMNDER OF SITE AND S ABIUZE AS AREAS ARE BROUGHT
UP TO FINISH GRADE WITH VEGETATION, PAVING, DITCH LININGS, ETC. SEED AND 2 UTIUTY CONSTRUCTION SHALL BE IN ACCORDANCE NTH CITY OF
MULCH DENUDED AREAS PER DWO REQUIREMENTS. RALEIGH STANDARDS AND SPECIFICATIONS UNLESS OTHERWISE NOTED. \% n I Y
11. WHEN CONSTRUCTION IS COMPLETE AND ALL AREAS ARE STABILIZED COMPLETELY, Z�� / / / / / / / / \ \ \
CN.L 919 -BBB -8411 FOR MT INSPECTION BY THE ENVIRONMENTAL ENGINEER 3, STORM DRAINAGE INSTALLATION SHALL BE IN ACCORDANCE NTH
12. IF SPIE IS APPROVED, REMOVE TEMPORARY CONSIRUCIION ENTRANCE, TEMPORARY NC00T STANDARDS AND SPEpFlCATp4S \ \
DNERSIONS, SILT FENCE, h INLET PROTECTION (AND BRING TO FINAL GRADE). \ �-
SEED OUT OR STABILIZE ANY RESULTING BARE AREAS. OO NOT REMOVE SILT 4. ALL STORM DRAINAGE INLETS SHALL BE INSTALLED WITH INLET
FENCE AT PERM ENT DISCHARGE POINTS UNTIL PONDS, AND PIPE HAVE BEEN PROTECTION. INLET PROTECTION SHALL NOT BE REMOVED UNTIL ALL
INSTALLED AND AREAS ARE COMPLETELY STABILIZED. UPSTREAM DRAINAGE AREA HAS SEEM STABIUZED AND REMOVAL
13. SEE SHEEF CE -6, GRADING !& SDORMWATER PLAN, FOR FIRM. CONSTRUCTION HAS BEEN AUTHORIZED BY THE WAKE COUNTY ENVIRONMENTAL
SEQUENCE NOTES REGARDING PERMANENT POND CONVERSION k PIPE INSTALLATION. ENGINEER
Mrs
Granite Falls Subdivision -Phases 5 \fir \ I I // I I / a 1 a- �
SiatINode
Elevation
Stmt R SM, Node
➢ianeter IxTgi,
in 0
Slope
%
]even Invert
L- stream 1t (Downstream.(0
1. Upstream 17pstreanl Inlet Upstream
Inlet Arm acres 1 Shicnme Flow
Total Flow
cls
Cramer
S d ft
C&1
398.00
C'B-2
l3
27
0,7%6
393.00
392
0.50
0,25
0.9
0.9
3.38
CB -2
39800
CB -4
15
142
4.7.0
392.60
385.70
1 0.50
0.68
2.5
3.4
5.62
3910(1_
CB4
IS
31.9
1_OYe
386.00
383.50 0.50
OSS
2.0
CP_4
19070
CB -.i
15
27
01%
384.50
385.30
0.50
0.94
3_4
_.20
87
6.43
C&5
390.70
CB -6
15
65.7
3.9%
385.10
381.80
0.50
0.08
U..3
'7U
1.69
CII -6
386.80
CB -7
15
35
4.0%
381.60
380.20
0.50
0.96
3.5
124
9.91
CB -7
386.80
7&10
15
42.7
11.5% 1
380.00
375.10
0.50
038
14
13.7
6.6'.
➢1-8
_...
lfL9
386.50
__-
186.80 1
7B-9
78-10
18 _
IS
124.2
-_
538
3.9%�
_
40.6
38200
_____
37700
3?7.20
_. ___.
374.85
0.50
_
`4
530
A
2Q0
_.
OD
200
._..
19.9
, 'A
: 'A
JB_10
383.UO
JB -11
24
44.5
12.0%5
374.35
369.00
N/A
A
0.0
33.3
.VIA
JB -11
37300
FES -12
24
34.9
0,6%
36'20
367.00
'A
A
0.0
33.3
.'A
CB -15
393.00
CB -16
13
27
0.7%
387.50
387.30
0.50
0.13
0.5
0.5
238
CB -16
393.00 1
073-17
15
424
8.5%
387,10
383.50
0.50
0.16
0.6
1.1
2.33
QI-17
389.50 !
MIR
15
27
0.7%
383.30
383.10
0.50
0.47
1.7
2.7
6.62
LB -18
389.20
C13-1'/
15
424
9.2%
382.90
379.00
0.50
0.07
0.3
3.0
243
08-19
385.00
CB -20
15
27
0.7%
378.80
378.60
0.50
0.08
0.3
3.3
1.55
CB -20
385.00 !
CB -21
15
135.3
6.8%
378.40
369.20
0.30
0.22
0.8
4.1
262
CE -21
3-2.80 1
]3-22
15
1369
45%
369.0_0_
362.80
0.50
0.35
1.3
_
5.3
_5.33
JB -22
365.50
JR -24
15
158
05'%
362.80
36200
/A
A
0.0
5.2
NIA
CB -23
384.00 -.
JB -24
15
130 7
9.9% 1.
375.00
362.00
0.50
0.44
1.6
i-6
6.26
JB -24
365.(X)
.11;25
13
39.1
0.M.
362.00
361.80
. f5.
A
0.0
6,7
(NTA
7&25
➢i-27
364.50
358 0(1
1 LS -26
TF6-28
15
15
55.4
50
0.5% 1
I(r%
360.28 _
353.50
360.00 ,
353(10
NIA) � lf?k) 0.0
ATTFNIIATIONTNR)C>RF.TF,NITON
_ 6 6
02
(N;5.
/R�'"
ATTENTION CONTRACTORS
° Al. I I I 1 \\ I I I �(/j// \\ mecrosn,aunc m Bele mane emn9gn grwNer,
STABIUZATI°N NOTE: _I,reuse. 3s applwd 11 M- dans, mr
\ + ( I I I "q/� �„�/ fr, contarnng[M1e Publc Alines Deoamrent atf91919964540 a1
ANY PORTION OF A SITE UPON WHICH FURTHER LAND -DISTURBING / Ieantwenry roar Hoare Or or to beg mm�g any qi mercgnsuucuon
ACTIVITY IS NOT BON G UNDERTAKEN SHALL BE PROVIDED WITH \ \ \ \ \ \ L y(SA'j�, p5`>' /
PERMANENT GROUND COVER SUFFICIENT TO RESTRAIN EROSION WITHIN \ / / `). ` ,// Fepummn Nbom CCI- DepeMelNr 11advance or b19.1-9
FOURTEEN( 14 AR CALENDDAYS OF TEMPORARILY OR PERMANENTLY \ \ \ % / % Q"' /' alum Wll result rMe ssuance or rrione4ry Rror arta requme
\ ���GS: t re�nel aan�uram.wm, qr se..er rac mesmm�spened asareaun
SUSPENDING ELAND DISTURBING ACTIVITY. \
\ f///\/// Q.�(,//- FeNunmcal torinrpzeun, Insnpe Downrewm Ppq.n*
STOCKPILE MAINTENANCE REQUIREMENTS G4""� Rebph SbPmbNs �It reJespunagFMaerMPo sMk Em al
I. SEEDING OR COVERING STOCKPILES WITH TARPS OR MULCH IS\\X`5''�� suture v.mr6 in me. Cp NRabpn re
REQUIRED AND WILL REDUCE EROSION PROBLEMS. TARPS SHOULD "'/ �/ _`G \G'
BE NTNG IN ER THE TOP OF THE SLOPE TO NEEP WATER FROM
�i�
RUNNING UNDERNEATH THE OF
S / \
2 IF A STOCKPILE IS T REMAIN FOR FUTURE USE AFTER THE L
PROJECT Is COMPLETE (BUILOERS, WAKE THE FINANCIAL jQfry
RESPONSIBLE PPARTM MOR THAT
STOCKPILE.
�PILE. Y OF A NEW ash/,TOTAL DENUDED AREA = 7.0 AC.
RESP3 THE APPROVED PLAN SHALL PROVIDE FOR THE USE OF STAGED
SEEDING AND MULCHING ON A CONTINUAL BASIS WHILE THE
STOWILE IS IN USE. ALL CONSTRUCTION SHALL BE IN
4. ESTABLISH AND MAINTAIN A VEGETATIVE BUFFER AT THE TOE OF ACCORDANCE WITH WAKE COUNTY
THE SLOPE (WHERE PRACTICAL).
STANDARDS AND SPEpFlCARONS
JOHN A. EDWARDS & COMPANY
Consulting Engineers
and Land Surveyors
NC License F-0289
333 Wade Ave., Raleigh, N.C. 27605
Phone: [phone]
Fax: [phone]
Ern al l: [e-mail]
wwwjaeco.com
��ESEA1�'
022977!
HNa
RNaN
GRANITE FALLS
SUBDIVISION
PHASE 5
0 ROGERS ROAD
ROLESVILLE, NC 27571
HHHUNT COMMUNITIES
1401 SUNDAY DRIVE
RALEIGH. NC 27607
LEGEND
PROPOSED CATCH BASIN
PROPOSED DROP INLET
aaaa� PROPOSED STORM RPE
SILT FENCE OUTLET
O ROC( CHECK DAM
LIMITS OF aSTIIRBANCE
-SF- TEMPORARY SILT FENCING
-) - TEMPORARY DIVERSION DITCH
-la®- SO' REUSE RIVER BUFFER
yg IW TOWN OF ROLESNLLE
'STREAM PROTECTION BUFFER'
GRAPHIC SCALE
(MF'EEl')
1 ]neIl = 80 IL
zmt my
EROSION CONTROL
PHASE TWO
Revisions
Dale I Descrlpllon B�
JAECO R 605.05
Drawn By: JRC
Checked By: LEH
Date Issued: 05-262016
C

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FINAL STORM DRAINAGE CONSTRUCTION SEQUENCE
GENERAL NOTES
14. WHEN ALL AREAS UPSTREAM HAVE BEEN STABILIZED, INSTALL PERMANENT 15' RCP
1. CONTRACTOR TO FIELD VERIFY LOCATION h ELEVATION OF ALL
FROM CB -7 TO Je-10. REMOVE SKIMMER BASIN 2
15. MUCK OUT SEDIMENTBASIN 1 AND CONVERT TO 810 -RETENTION. INSTALL SAND
DUSTING UTILITIES PRIOR TO CONSTRUCTION.
MEDIA, UNDERDRAINS, AND GRASS LINED CHANNEL AS SHOWN ON PLAN AND DETAILS,
2 UTILITY CONSTRUCTION SHALL BE IN ACCORDANCE WITH CITY OF
16. WHEN PIPE INSTALLATION IS COMPLETE. 810 -RETENTION CONVTRSON IS COMPLETE, AND
THE ENTIRE SIZE HAS BECOME STABILIZED, CALL FOR A FINAL SITE INSPECTION BY
RALEIGH STANDARDS AND SPECIFICATIONS UNLESS OTHERWISE NOTED.
THE ENVIRONMENTAL ENGINEER Q.EN4 JOHNSON. OBTAIN A CERTIFICATE OF COMPLETION,
3. STORM DRAINAGE IN TION SHALL BE IN ACCORDANCE WITH
CB -2
NCDOT STANDARDS ANO SPECIFICATIONS
27
4. ALL STORM DRAINAGE INLETS SHALL BE INSTALLED WITH INLET
393.00
PROTECTION, INLET PROTECTION SHALL NOT BE REMOVED UNTIL ALL
0.50 1
UPSTREAM DRAINAGE AREA HAS BEEN STABILIZED AND REMOVAL
HAS BEEN AUTHORIZED BY THE WAKE COUNTY ENVIRONMENTAL
0.9
ENGINEER
Cranito F.H. Crl hr3iv'
_ Phss- S
StertNode
EIeV'e1ioTI
(Snum0h
StorI
Dlamrler. Lcnglh
(m) 1 (ft)
Slope
%
In -n 1--t
"St.-) 01 (Ilownsheam $ t
Ul u.aml Upstream Inlet
InI I Area acres
Upstream
St-tur.Flow
local Flow
ohs
(Butter
Spread fll
CB.1
398.00
CB -2
15
27
0.7%
393.00
392-80
0.50 1
0.25
0.9
0.9
3.38
CB -2
398_00
CB -4
15
142
4.9%
392.60
385.70
0.50
0.68
3.5
3.4
5.62
CB -3
391.00
C11-4
IS
519
1.0%
386.00
385.00
0.50
0.55
2.0
2.0
4.95
Cls -4
390.70
CB -5
LS
27
0.7%
385.50
385.30
0.50
0.94
3.4
8.7
6.43
CB -5
390.70
CB -6
15
85.7
3.9%
385.10
381.80
0.30
0.08
0.3 1
9.0
1.69
CB•6
386.80
CB -7
15
35
40%
381.60
38020
0.50
0.%
3.5
12A
9.81
CB -7
386.80
JB -10
15
42.7
11-55
380.00
375.10
0.50
0.38
1.4
13.7
6.67
DI -8
386.50
JB -9
18
! 124.2
3.9%
382.00
377.20
0.50
5.50
20.0 i
20.0
MIA)
JB -9
386.80 1
JB -10
18
153.8
4.01A
377.00
374.95
A
A
0,0
19,9
MAI
JB40
383.00
$il
24
1 44.5
12.E
374.35
369.00
IA
A
0.0 1
33.3
MA
JB -11
373.00
FTS 12
24
34.9
0.6%
30.20
%7.00
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STABIUTAnON NOTE:
ANY PORTION OF A STE UPON WHIGH FURTHER LAND-DISTURSIND
ACTIVITY IS NOT BEING UNDERTAKEN SHALL BE PROVIDED WITH \ \ \ \ \ L �5`l ATTENTION CONTRACTORS
PERMANENT GROUND COVER SUFFICIENT TO RESTRAIN EROSION WITHIN
FOURTEEN ((14) CALENDAR DAYS OF TEMPORARILY OR PERMANENTLY
BUSPENDIN(,` THE LAND DISTURBING ACTIVITY. \ \ < G?' f• The Consru¢ion c°rnapor responshle rorme ertenaon nrvater,
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REWIRED AND WELL REDUCE EROSION PROBLEMS. TARPS SHOULD �/ / G �V)" \6� F' reinstallation of amer°r sevcrlacleGes not lnspetted asaresuu
BE KEYED IN AT THE TOP OF THE SLOPE TO KEEP WATER FRCA of tms noNlraaon failure
RUNNING UNDERNEATH THE PLASTID
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2 IF A STOCKPILE 15 TO REMAIN FON FUTURE USE AFTER THE // \/ Per ssd P -on me Jebsks, or anL Omer Vi°l4a°nm Cl4'°I
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3. THE APPROVED PUN SHALL PROVIDE FOR THE USE OF STAGED
SEEDING AND MULCHING ON A CONTINUAL BASS WHILE THE
STOCKPILE 15 IN USE.
4. ESTABLISH AND MAINTAIN A VEGETATIVE BUFFER AT THE TOE OF 1 ALL CONSTRUCTION SHALL COUNTY IN
771E SLOPE (WHERE PRACTICAL). ACCORDANCE WITH WAKE LONS
STANDARDS AND SPECIFICATIONS
JOHN A. EDWARDS & COMPANY
Consulting Engineers
and Land Surveyors
NC License F-0289
333 Wade Ave., Raleigh, N.C. 27605
Phone: [phone]
Fax: [phone]
E-mail: [e-mail]
www.jaeco.com
p ESS/
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022977
HSIN
GRANITE FALLS
SUBDIVISION
PHASE 5
0 ROGERS ROAD
ROLESVILLE, NC 27571
HHHUNT COMMUNITIES
1401 SUNDAY DRIVE
RALEIGH, NC 27607
LEGEND.
Be DEED BOOK
BM BOO( OF MAPS
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N/F NOW OR FORMERLY
R/W RIGHT OF WAY
PROPOSED CATCH BASIN
O PROPOSED STORM PIPE
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Revisions
Dete I D -hp ion By
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Checked By: LEH
Dale Issued: D5-20-2016
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STANDARDS AND SPECIFICATIONS UNLESS OTHERWISE 4. MlnYa
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JOHN A. EDWARDS & COMPANY
Consulting Engineers
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333 Wade Ave., Raleigh, N.C. 27605
Phone: [phone]
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E�rnall: [e-mail]
www.jaeco.com
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SUBDIVISION
PHASE 5
0 ROGERS ROAD
ROLESVILLE, NC 27571
PIPE MATERIAI• nl
1. Wort k Swer Mains WATER HAMS - SHALL BE DIL IE NON WATER PIPE M ACCORDANCE
ALL MATERIALS AND CONSTRUCTION STANDARDS 1. CONTRACTOR TO FIELD VERIFY LOCATION Nk ELEVATON 6 ALL A) Mellmun lateral erynatiPn itl NI7H 7HE STMNDARDS OF THE QTY OF RALEIGH UNLESS OTHERWASE
TO BE IN ACCORDANCE WITH CITY OF RALEIGH ETOSTNG UTILITIES PRIOR TO CONSTRUCTION. B) Separate did,- •58t 16' min. wrI d(etan. NOTED ON THE CONTRACT DRAWINGS.
ATTENTION CONTRACTORS:
STANDARDS AND SPECIFICATIONS. Z Water Q storm drainage 11 18' min. �AIN$� - SHALL BE PVC OR DIP GRANTV SANITARY SEWER
2 UTLITY CONSTRUCTION SHALL BE N ACCORDANCE WITH CITY OF 1 Sanitary Neer k e—bah Ifnw 24' min. PIPE, AS711 D-3QT4 SDR 38, TYPE PSM OR EQUAL AS SPECIFIED BY
RALEIGH
STANDARDS AND SPECIFICATIONS UNLESS OTHERWISE 4. MlnYa
nm m9sr olsr Mer mains aI be 30' THE CITY OF RALEIGH UNLEBS OTHERWISE NOTED ON THE CONTRACT
NOTED.
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JOHN A. EDWARDS & COMPANY
Consulting Engineers
and Land Surveyors
NC License F-0289
333 Wade Ave., Raleigh, N.C. 27605
Phone: [phone]
Fax: [phone]
EtTlall: [e-mail]
www.laeco.com
GRANITE FALLS
SUBDIVISION
PHASE 5
0 ROGERS ROAD
ROLESVILLE, NC 27571
HHHUNT COMMUNITIES
1401 SUNDAY DRIVE
RALEIGH, NC 27607
LEGEND
Public
EXISTING FIRE HYDRANT
Sewer Collection/Extension System
j PROPOSED FIRE HYCRANi
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JOHN A. EDWARDS & COMPANY
Consulting Engineers
and Land Surveyors
NC License F-0289
333 Wade Ave., Raleigh, N.C. 27605
Phone: [phone]
Fax: [phone]
EtTlall: [e-mail]
www.laeco.com
GRANITE FALLS
SUBDIVISION
PHASE 5
0 ROGERS ROAD
ROLESVILLE, NC 27571
HHHUNT COMMUNITIES
1401 SUNDAY DRIVE
RALEIGH, NC 27607
375
370
7+00
JAECO /A 605.05
Drawn By: JRC
Checked By: LEH
Dale Issued: 05-20-2016 CE -8
UTIUTY NOTES:
Public
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.
STREET 2
PLAN & PROFILE
Revisions
380
Date I DescrVion By
375
370
7+00
JAECO /A 605.05
Drawn By: JRC
Checked By: LEH
Dale Issued: 05-20-2016 CE -8

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JOHN A. EDWARDS & COMPANY
PVI STA — 8+47.70
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and Land Surveyors
39�r,
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UTILITY NOTES:
1. CONTRACTOR TO FI VERIFY LOCATION G ELEVATION OF ALL
E(ISTING UTILITIES PRIOR TO CONSTRUCTION.
2 UTILITY CONSTRUCTION SHALL BE IN ACCORDANCE WTH CITY OF
RALpG H STANDARDS AND SPECIFICATIONS UNLESS OTHERWISE
NOTED.
UTl1TY SEPARATION:
1. Water k Senor Maine
A) Minimum lat-d eeparoU. 10-
8) Syarate dit h- with 18' min. —U d dietan-
2 Water 3 storm drainage Mw 18' m.,.
3. Slnkary senor t e drain line 24- min.
4. Minimum eover awr water —In. shall be 3.0'
PIPE MATERIA
WATER MANS — SHALL BE DUCTILE IRON WATER PIPE IN ACCORDANCE
WITH THE STANDARDS OF THE CITY OF RALEIGH UNLESS OTHERWASE
NOTED ON THE CONTRACT DRAWINGS
SEWER MAINS — SHALL BE PVC OR UP GRAVITY SANITARY SEWER
PIPE, ASTM 0-3034 SDR 35, TWE PSM OR EQUAL AS SPECIFIED BY
THE CITY OF RALEIGH UNLESS OTHERWISE NOTED ON THE CONTRACT
ORAWINGS.
/ LEGri iu
EXISTING FIRE HYDRANT
MP,14i EIROPOSENT
WATER HYDRA
Ey.E NPROPOSED MW FVALVE
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PROFOSE —RED END SECTI ON
e PROMSE­EE TERAL
PROPOSED ­TERSERVICE
CCP CITY OF -GH
ATTENTION CONTRACTORS:
ezppnarnle forme egensipn of waRr,
s appimme In Mese plans. responsible far
[Ong InerPt50LIC U iIDNEs DEPARTMENT at (o, gl g96d5a0 az
nverttymu urs pnprm oeginning any of men[xswcbon V RE to nplM nom CM Departme,ts in aeran[e or beginning
story nn
or anY Ovate nspe[[etl arra result of
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Public
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400
420
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JOHN A. EDWARDS & COMPANY
PVI STA — 8+47.70
cc„
Consulting Engineers
and Land Surveyors
39�r,
415
NC License F-0289
—�
333 Wade Ave., Raleigh, N.C. 27605
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E- hall: into(dtjaeco.com
A.D. --4.25%
K 2600
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PIPE MATERIA
WATER MANS — SHALL BE DUCTILE IRON WATER PIPE IN ACCORDANCE
WITH THE STANDARDS OF THE CITY OF RALEIGH UNLESS OTHERWASE
NOTED ON THE CONTRACT DRAWINGS
SEWER MAINS — SHALL BE PVC OR UP GRAVITY SANITARY SEWER
PIPE, ASTM 0-3034 SDR 35, TWE PSM OR EQUAL AS SPECIFIED BY
THE CITY OF RALEIGH UNLESS OTHERWISE NOTED ON THE CONTRACT
ORAWINGS.
/ LEGri iu
EXISTING FIRE HYDRANT
MP,14i EIROPOSENT
WATER HYDRA
Ey.E NPROPOSED MW FVALVE
`_yam i � D EX STING WATEP REDUCER
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Q P'STNGMAN.—
RWS"ED MANHOLE
o EXISTNGCATO,EYSIN
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0 PRDP06EDOROP`—
Q EXSTINE EU.RED END SECTION
PROFOSE —RED END SECTI ON
e PROMSE­EE TERAL
PROPOSED ­TERSERVICE
CCP CITY OF -GH
ATTENTION CONTRACTORS:
ezppnarnle forme egensipn of waRr,
s appimme In Mese plans. responsible far
[Ong InerPt50LIC U iIDNEs DEPARTMENT at (o, gl g96d5a0 az
nverttymu urs pnprm oeginning any of men[xswcbon V RE to nplM nom CM Departme,ts in aeran[e or beginning
story nn
or anY Ovate nspe[[etl arra result of
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0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00
GRANITE FALLS
SUBDIVISION
PHASE 5
0 ROGERS ROAD
ROLESVILLE, NC 27571
HHHUNT COMMUNITIES
1401 SUNDAY DRIVE
RALEIGH, NC 27607
Public
Sewer Collection/Extension System
400
420
Ciry's publ¢ serer sy4em as 9,ovm an mIs plan The ma[enal apo
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GRANITE FALLS
SUBDIVISION
PHASE 5
0 ROGERS ROAD
ROLESVILLE, NC 27571
HHHUNT COMMUNITIES
1401 SUNDAY DRIVE
RALEIGH, NC 27607
Public
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Tne C tyof Ra a gY mnsenl�la rhe cornett o r a rtl e#ensan pt [he
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Description
390
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Consulting Engineers
and Land Surveyors
INC License F-0289
333 Wade Ave., Raleigh, N.C. 27605
Phone:[phone]
Fax: [phone]
E-mail: [e-mail]
www.jaeco.com
GRANITE FALLS
SUBDIVISION
PHASE 5
0 ROGERS ROAD
ROLESVILLE. NC 27571
HHHUNT COMMUNITIES
1401 SUNDAY DRIVE
RALEIGH, NC 27607
SITE DETAILS
'Revisions
Dale Description By
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Checked BY: LEH
Date Issued: 05-20-2016
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SUBDIVISION
PHASE 5
0 ROGERS ROAD
ROLESVILLE, NC 27571
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p R op cep o ee sal conditbne, M awlade.
2 Rip the witlro ono to e6 fiches depth.
21Remo. all bnse rock, root., and othw obatructlane IeaA,q surface remanobly smooth and ­11u,m.
4. Apply agrim Rurd lime, fertllzer, and Kuper phosphate uniformly and m z with sail (see bd...).
S. Cant... Maw unU a wdl pulverized, Ami, reasonable uniform -db.d m prapared 4 to a inches deep.
6. Seed an a fieNly prepaed -inib d and rover seed lightly ifN s ing eq.p.-t or .1tpaa, after
seeding.
7. Muldl inmedbtsly after seeding and anchor mulch.
8. Inspect dl seeded ore® and malts neesseo,y repofrs a reseeding. with n t,:,p aea.an. R
p—IA. . If etad eh.ld be over 60R da n". reestablish fdbwig Urn faHBzer and nsetlinq tutee.
9. Condit Can
aenetlon Inspector an maintenance treatment and fe 11wtlm afte, permanent row, M
set.bushed.
' Mpy. Agit 1r'ume.1.000 lb./.—
•/aQe fi day i.)
Superphosphate - 500 Iba./sae - 20% andysb
Mul h- 2 Lane/sae - —11 grab straw
Mchv - Asphalt Emul.ion O 300 gale./ acro
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Seedbed Preparation
1. Chbel cam acted vee uta read t soli 3 Imhm d ver adw
p R op cep o ee sal conditbne, M awlade.
2 Rip the witlro ono to e6 fiches depth.
21Remo. all bnse rock, root., and othw obatructlane IeaA,q surface remanobly smooth and ­11u,m.
4. Apply agrim Rurd lime, fertllzer, and Kuper phosphate uniformly and m z with sail (see bd...).
S. Cant... Maw unU a wdl pulverized, Ami, reasonable uniform -db.d m prapared 4 to a inches deep.
6. Seed an a fieNly prepaed -inib d and rover seed lightly ifN s ing eq.p.-t or .1tpaa, after
seeding.
7. Muldl inmedbtsly after seeding and anchor mulch.
8. Inspect dl seeded ore® and malts neesseo,y repofrs a reseeding. with n t,:,p aea.an. R
p—IA. . If etad eh.ld be over 60R da n". reestablish fdbwig Urn faHBzer and nsetlinq tutee.
9. Condit Can
aenetlon Inspector an maintenance treatment and fe 11wtlm afte, permanent row, M
set.bushed.
' Mpy. Agit 1r'ume.1.000 lb./.—
•/aQe fi day i.)
Superphosphate - 500 Iba./sae - 20% andysb
Mul h- 2 Lane/sae - —11 grab straw
Mchv - Asphalt Emul.ion O 300 gale./ acro
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Major Elements of DWQ Construction General Permit
Th:sdoouwmtAIC� w jw1.6p M k.revsetlMMM1t:wabm Mnanni(p inixon QICm.wcNl,
2n 111. (NCWI) Yh tuTptmap W ' da ll dlPo ft, d Out tasmi: expvswn.Augen 2.
0111 ­ fie pwomeryn behwrm aeai4 or M ge,ee wlmWae VezmnrM.ldM ucedfo Bare full
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JOHN A. EDWARDS & COMPANY
Consulting Engineers
and Land Surveyors
NC License F-0289
333 Wade Ave., Raleigh, N.C. 27605
Phone: [phone]
Fax: [phone]
E-mail: [e-mail]
www.jaeco.com
GRANITE FALLS
SUBDIVISION
PHASE 5
0 ROGERS ROAD
ROLESVILLE, NC 27571
HHHUNT COMMUNITIES
1401 SUNDAY DRIVE
RALEIGH, NC 27607
EROSION CONTROL
DETAILS
Revisions -
Date Description
:o* 605.05
n By: JRC
ked By: LEH
Issued: 05-20-2016
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OPTIONAL JOINT DETAILS �IRa.
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NOT TO SCALE
SECTION V -Y
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'weeollwl rxe 615 TYPICAL SECTION
TOP SLAB TYPICAL SECTION -
• PLAN TOP SLAB OF BASE UNIT «� I90YE i 0 VIEW
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840.84
840.51
84D.31
840.48
840.48
GENERAL NOTES
CATCH BASINS INVALLEY CURB SECTION SHALL USE JORDAN IRON WORKS GRATE
V4520 ASSEMBLY OR APPROVED EQUAL IN VALLEY CURB [MMENSIONS OF BL
NGDOT CLASS '8• CONCRETE TO BE USED THROUGHOUD eT. WSPAN WDM W
D OM A B C
ALL CATCH BASINS OVER 3'-6• IN DEPTH TO BE PROVIDED WITH STEPS V-2' ON 12' 3'-0- 2' -2 -
CENTER. STEPS SHALL BE IN ACCORDANCE WITH NCDOT STO. NO. 840.66. 13' 3'-0' 2'-2'
OPTIONAL CONSTRUCTION - MONOLITHIC POUR 2' KEYWAY OR #4 BAR DOWELS AT Te'
12' CENTERS AS DIRECTED BY THE DESIGNER. 24•
30• r-4
FORMS ARE TO BE USED FOR THE CONSTRUCTION OF THE BOTTOM SLAT. 38•
IF REINFORCED CONCRETE PIPE IS SET IN BASE SLAB OR BOX, ADD TO BASE AS 42' -
SHOWN ON NCDOT STD. NO. 840.00. 41'
64' 3'-0' 2'-2' -
FOR e' -O• IN HEIGHT OR LESS USE e' WALLS AND BOTTOMSLAB. OVER 8'-0' TO
16•-0' IN HEIGHT USE 8' WALLS AND BOTTOM SLAB. QUANTITIES TO BE ADJUSTED
ACCORDINGLY.
BRICK OR BLOCK CONSTRUCTION MAY BE USED IN UEU OF PRECAST CONCRETE IN
ACCORDANCE WITH NCDOT STD NO. 840.DI.
EXPANSION JOINT
DEPRESSED
GUTTER LME
B OEPREiSm GUl'fER NNE
MJ(YN FRAME w
EDGE OF WALL ,no ALLO D
A A FOR VERTICAL ADJUSTMENT
WALL SEC7ION I�r-D'� m I� 3• -m, -I
SECTION -BB FI FVATION
NORMALCURB AND GUTTER ON LIGHT GRADES
8 USE ON FLAT GRADES 2X AND UNDER
FRAME, CUTE ! HOOD ASSEVBLY FRAME. GRATE ! HOW SHALL
MEET THE REQUIREMENTS OF
NCDOT STD. NO, MOW,
VtAT£ TYPE r. SID. STEPS
SFCTION-AA 1j �97D. STEPS = 6• F-- A —6•
B
ELM I END ELEVATION
wNERE 30• To 36- FW'+E IS USED
SECTION -WW
a T 6'
A
T—
SECTION-
GMENWON
VAR.
CURB AND GUTTER NTH CATCH BASN ON STEEP (RACES
£XPANSON JOINT
NORMAL GUTTER NNE
DEPRESSED GUTTER NNE
o�
6•
ELEVATION
NORMAL CURB AND GUTTER ON STEEP GRAOLS
USE ON GRADES OVER 2S
EXPANSON ,.CMTS
4'-6• 4'-6'
11 AM
S.-0'
ELM
WIDE ELEVA77ON
SECTION -ULA
UF U
NOTE:
USE JORDAN IRON WORKS GRATE
V4520 ASSEMBLY OR APPROVED
EQUAL IN VALLEY CURB
STANDARD CATCH BASIN (NCDOT TYPE)
NOT TO SCALE
TOTAL
IBS
3•
GRATE ! HOW
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U SECTION -XX
BARS 'V'
O 3 EQUAL SPACES
08 BMS W
X16' E `IF BARS -U•
SIORFTFNTION SOIL MIXTURE (MMT: SWILL BE PLACED AND GRADED USING LOW GROUND -CONTACT PRESSURE EQUIPMENT OR BY EXCAVATORS AND/OR
BACKHOES OPERATING ON THE GROUND ADJACENT TO THE BIORETENTION FACILITY. NO HEAVY EQUIPMENT SMALL BE USED WITHIN THE PERIMETER OF THE
NORETENTION FACILITY BEFORE, DURING, OR AFTER THE PLACEMENT OF THE BSA. THE BSA SHA L BE PLACED IN HORIZONTAL LAYERS NOT TO EXCEED 12
INCHES FOR THE ENTIRE AREA OF THE BIORETEMION FACILITY. THE BSA SHALL SE COMPACTED BY SATURATING THE ENTIRE AREA OF THE RIDRETENTION
FACILITY AFTER EACH UFr OF BSM IS PLACED UNTIL WATER FLOWS FROM THE UNDERDRNN. WATER FOR SATURATK)N SHALL BE APPUED BY SPRAYING OR
SPRINKLING. AN APPROPRIATE SEDIMENT CONTROL DEVICE SHALL BE USED TO TREAT ANY
SEDIMENT
WATER DISCHARGED FROM THE UNDERDPoUN. IF
THE BSM BECOMES CONTAMINATED DURING THE CONSTRUCTION OF THE FMIUIY. THE CONTAMINATED NATURAL SHALL BE REMOVED AND REPLACED WITH
UNCONTAMINATED MATERIAL AT NO ADD NAL COST TO THE OWNER. FINAL GRADING OF THE BSM SILL BE PERFORMED AFTER A 24-HOUR SETTUNG
PERIOD. FINAL ELEVATIONS SHALL BE WITHIN 2 ACNES OF ELEVATIONS SHOWN ON THE CONTRACT PLANS.
THE MORETEMION SOIL MIXTURE (BSM) SHALL BE A UNIFORM MIX FREE OF STONE. STAMPS. ROOTS OR OTHER SIMILAR OBJECTS LARGER THAN TWO
INCHES EXCLUDING MULCH. NO OTHER MATERIALS OR SUBSTANCES SMNl BE MIXED OR DUMPED WITHIN THE SIORETENTION AREA THAT MAY BE HARMFUL
TO PLANT GROWTH, OR PROVE A HINDRANCE TO THE PLANTING OR MAINTENANCE OPERATORS.
SOD WITHIN THE BIORETENTON AREA SHALL BE GROWN IN SANDY SOILS TO PROVIDE INFILTRATION
JOHN A. EDWARDS & COMPANY
Consulting Engineers
and Land Surveyors
NC License F-0289
333 Wade Ave., Raleigh, N.C. 27605
Phone: [phone]
Fax: [phone]
E -mall: info@)aeco.com
w .Jaeco.com
GRANITE FALLS
SUBDIVISION
PHASE 5
0 ROGERS ROAD
ROLESVILLE, NC 27571
HHHUNT COMMUNITIES
1401 SUNDAY DRIVE
RALEIGH, NC 27607
STORMWATER
DETAILS
Revisions
Date I Description By
JAECO* 605.05
Dravm By: JRC
CNeeked BY: LEH
Date Issued: 05-20-2016 CE -14
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BIORETENTION SECTION
NOT TO SCALE
SIORFTFNTION SOIL MIXTURE (MMT: SWILL BE PLACED AND GRADED USING LOW GROUND -CONTACT PRESSURE EQUIPMENT OR BY EXCAVATORS AND/OR
BACKHOES OPERATING ON THE GROUND ADJACENT TO THE BIORETENTION FACILITY. NO HEAVY EQUIPMENT SMALL BE USED WITHIN THE PERIMETER OF THE
NORETENTION FACILITY BEFORE, DURING, OR AFTER THE PLACEMENT OF THE BSA. THE BSA SHA L BE PLACED IN HORIZONTAL LAYERS NOT TO EXCEED 12
INCHES FOR THE ENTIRE AREA OF THE BIORETEMION FACILITY. THE BSA SHALL SE COMPACTED BY SATURATING THE ENTIRE AREA OF THE RIDRETENTION
FACILITY AFTER EACH UFr OF BSM IS PLACED UNTIL WATER FLOWS FROM THE UNDERDRNN. WATER FOR SATURATK)N SHALL BE APPUED BY SPRAYING OR
SPRINKLING. AN APPROPRIATE SEDIMENT CONTROL DEVICE SHALL BE USED TO TREAT ANY
SEDIMENT
WATER DISCHARGED FROM THE UNDERDPoUN. IF
THE BSM BECOMES CONTAMINATED DURING THE CONSTRUCTION OF THE FMIUIY. THE CONTAMINATED NATURAL SHALL BE REMOVED AND REPLACED WITH
UNCONTAMINATED MATERIAL AT NO ADD NAL COST TO THE OWNER. FINAL GRADING OF THE BSM SILL BE PERFORMED AFTER A 24-HOUR SETTUNG
PERIOD. FINAL ELEVATIONS SHALL BE WITHIN 2 ACNES OF ELEVATIONS SHOWN ON THE CONTRACT PLANS.
THE MORETEMION SOIL MIXTURE (BSM) SHALL BE A UNIFORM MIX FREE OF STONE. STAMPS. ROOTS OR OTHER SIMILAR OBJECTS LARGER THAN TWO
INCHES EXCLUDING MULCH. NO OTHER MATERIALS OR SUBSTANCES SMNl BE MIXED OR DUMPED WITHIN THE SIORETENTION AREA THAT MAY BE HARMFUL
TO PLANT GROWTH, OR PROVE A HINDRANCE TO THE PLANTING OR MAINTENANCE OPERATORS.
SOD WITHIN THE BIORETENTON AREA SHALL BE GROWN IN SANDY SOILS TO PROVIDE INFILTRATION
JOHN A. EDWARDS & COMPANY
Consulting Engineers
and Land Surveyors
NC License F-0289
333 Wade Ave., Raleigh, N.C. 27605
Phone: [phone]
Fax: [phone]
E -mall: info@)aeco.com
w .Jaeco.com
GRANITE FALLS
SUBDIVISION
PHASE 5
0 ROGERS ROAD
ROLESVILLE, NC 27571
HHHUNT COMMUNITIES
1401 SUNDAY DRIVE
RALEIGH, NC 27607
STORMWATER
DETAILS
Revisions
Date I Description By
JAECO* 605.05
Dravm By: JRC
CNeeked BY: LEH
Date Issued: 05-20-2016 CE -14