20161072 Ver 1_401 Application_20161116

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YOUR VISION ACHIEVED THROUGH OURS.
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TO: Ms. Karen Higgins Date. 11/04/2016 Job #: 99999
NC Dept. of Environment & Natural Resources Project: Leighson Landing
401 & Buffer Permitting Unit Reference:
512 N. Salisbury Street Copies Sent To:
Raleigh, North Carolina 27604
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1 11/04/16 Reduced Size Buffer Authorization Packets N �,
2 11/04/16 Full Size Buffer Authorization Packets Q
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If enclosures are not as noted, please notify us at once.
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5410 Trinity Road P 919.866.4951
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NS GROUP Suite 102 F 919.859.5663
OURVIS N HIEVE® THROUGH OURS. Raleiqh, NC 27607 www.timmons.com
OV ��Nove , 2016
aren Higgins
Department of Environmental Quality
01 & Buffer Permitting Unit
512 N. Salisbury Street
Raleigh, North Carolina 27604
Re: Leighson Landing — Riparian Buffer Authorization
Garner, Wake County, North Carolina
Ms. Higgins:
On behalf of Dixie Construction Company, Inc. of Raleigh, we are requesting a buffer
authorization from the NC Department of Environmental Quality for 344 square feet of
permanent Zone 2 buffer impacts for installation of a stormwater outlet pipe, rip-rap pad,
grading, and clearing for stormwater BMP construction.
Leighson Landing is a 1.6± acre proposed development with 12 townhomes and
associated infrastructure (e.g., roads and utilities). The project is located southwest of
the intersection of Poole Drive and Aversboro Road, Garner, Wake County (Latitude:
35.6945�1\/, Longitude: -78.6179-M. The project is in the Swift Creek Watershed in the
Neuse River Basin. The Water Quality Classification for Reedy Branch is: WS-III, NSW,
CA.
The proposed project will permanently impact 344 square feet of Zone 2 buffer. Stream
buffer impacts will occur from the installation of a bioretention cell discharge pipe and
rip-rap, and for grading and clearing for BMP construction. The buffered stream is off-
site, which eliminates the option of piping the stormwater BMP discharge directly to the
stream. No mitigation is proposed for these stream buffer impacts.
Please refer to attached Buffer Authorization request, supporting materials, and plans for
details describing the proposed impacts. Do not hesitate to contact me with any
questions, or if you need any additional information in order to process this application.
Respectfully Submitted,
Adam Aycock, EI
Project Engineer 1
CIVIL ENGINEERING I ENVIRONMENTAL I SURVEYING I GIS I LANDSCAPE ARCHITECTURE I CONSTRUCTION SERVICES

DWR
State of North Carolina
Department of Environment and Natural Resources
Division of Water Resources Division of Water Resources
15A NCAC 02B.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 li
la. Name of project: Leighson Landing IVO V
1b. County: Wake L
1 c. Nearest municipality: Garner
1d. Subdivision name: Leighson Landing S
1 e. Is the project located in any of North Carolina's ❑ Yes ® No
twenty coastal counties. If yes, answer 1f below.
1 f. Is the project located within a NC Division of Coastal ❑ Yes ® No
Management Area of Environmental Concern(AEC)?
2. Owner Information
2a. Name on Recorded Deed: GFR Properties, LLC
2b. Deed Book and Page No. 010219
2c. Map Book and Page No.
(include a copy of the recorded 01519
map that indicates when the lot
was created):
2d. Responsible Party George F. Rucker
(for Corporations):
2e. Street address: 1418 Aversboro Road, Suite 202
2f. City, state, zip: Garner, NC 27529
2g. Telephone no.:
2h. Fax no.:
2i. Email address:
3. Applicant Information (if different from owner)
3a. Applicant is: ❑ Agent ® Other, specify: Owner
3b. Name: George Rucker
3c. Business name Dixie Construction Company, Inc. of Raleigh
(if applicable):
3d. Street address: 1418 Aversboro Road, Suite 202
3e. City, state, zip: Garner, NC 27529
3f. Telephone no.: 919-772-4642
3g. Fax no.:
3h. Email address:
FORM: BA 10-2013 Page 1 of 6

Section A. Applicant Information, continued
4. Agent/Consultant Information (if applicable)
4a. Name: Adam Aycock
4b. Business name Timmons Group, Inc.
(if applicable):
4c. Street address: 5410 Trinity Road, Suite 102
4d. City, state,zip: Raleigh, NC,27606
4e. Telephone no.: O: 919-866-4515
4f. 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): 1710374934
1b. Site coordinates(in decimal degrees): Latitude: 35.694504 Longitude: -78.617942
1 c. Property size: 1.637 acres
2. Surface Waters
2a. Name of nearest body of water to proposed project: Reedy Branch
2b. Water Quality Classification of nearest receiving WS-III, NSW, CA
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:
The existing conditions of the site is mostly wooded with the exception of an unpaved road on the property.
General land use in the vicinity consists of mostly commercial and residential developments.
3b. Attach an 8'/2 x 11 excerpt from the most recent version of the USGS topographic map indicating the location
of the site
3c. Attach an 8'/2 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:
175(on and near the property)
3e. Explain the purpose of the proposed project:
The purpose of the project is to develop the property into 12 townhomes, 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:
Name(if known): 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 ❑ Yes ❑ 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.
FORM: BA 10-2013 Page 3 of 6

C. Proposed Impacts Inventory
1. Buffer Impacts
1 a. Project is in which protected ® Neuse ❑ Tar-Pamlico ❑ Catawba
basin?
❑ Randleman ❑ Jordan ❑ Goose Creek
1b. Individually list all buffer impacts below. If any impacts require mitigation,then you MUST fill out Section D of
this form.
Buffer impact Reason for Type of impact Stream name Buffer Zone 1 Zone 2
number— impact (exempt,allowable, mitigation impact impact
Permanent(P) allowable w/ required? (sq ft) (sq ft)
or Temporary mitigation)
T
B1 ® P ❑ T Installation of Allowable UT to Reedy ❑Yes ® No 0 202.4
stormwater pipe Branch
and rip-rap pad
B2 ® P ❑ T Grading/Clearing Exempt UT to Reedy ❑ Yes ® No 0 141.1
for BMP Branch
construction
B3 ❑ P ❑ T ❑Yes ❑ No
B4 ❑ P ❑ T ❑ Yes ❑ No
B5 ❑ P 0 El Yes [:1 No
B6 ❑ P ❑ T ❑Yes ❑ No
Total buffer impacts 0 343.5
1 c. Comments:
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.
BMP and outlet device were designed and sited to minimize impacts 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.
FORM: BA 10-2013 Page 4 of 6

C. Impact Justification and Mitigation, continued
2. Buffer Mitigation
2a. Will the project result in an impact within a protected riparian buffer that requires buffer ❑ Yes ® No
mitigation?
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 Required mitigation
(square feet) (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 ❑ Yes ❑ No
mitigation bank or NC EEP proposed?
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: 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.
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.
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):
Adam Aycock 11/04/2016
Applicant/Agent's Printed Name Date
Applicant/Agent's Signature
(Agent's signature is valid only if an authorization letter from the applicant isprovided.)
Send 3 complete sets of this form and accompanying documents to the following:
For government transportation projects sent For government transportation projects sent
by First Class 11ail via the US 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
For all other projects sent by First Class llail For aU other projects sent by delivery service
via the US Postal Service (CPS, FedEx, etc.):
Karen Higgins OR Karen Higgins
NCDWR—401 & Buffer Permitting Unit NCDWR—401 &Buffer Permitting Unit
1617 Mail Service Center 512 N. Salisbury Street
Raleigh, NC 27699- 1617 Raleigh, NC 27604
FORM: BA 10-2013 Page 6 of 6

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TIMMONS GROUP
YOUR ViSION AGH16 V£O THROUGH OURS.
AGENT AUTHORIZATION and
PROPERTY OWNER CERTIFICATION FORM
All Blanks to be Filled in by Current Landowner
The Department of the Army NCDENR-Division of Water Resources ,.
US Army Corps of Engineers 401 &Buffer Permitting Unit %D
Wilmington District 1650 Mail Service Center v
PO Box 1890 Raleigh,NC 27699-1650
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Wilmington,NC 28402-1890
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To Whom It May Concern: — C0
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I, the undersigned, current property owner designate and authorize representatives of Timmons Group, x
Inc., to act on my behalf as my agent in the processing of permit applications, to furnish upon request
supplemental information in support of applications,etc.,from this day forward. N
This the 74 day ofO c t 20 (` v Ln
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1, 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 o
the property herein described for the purpose of conducting on-site investigations and issuing a w
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. 0 0
Project Name: L.-Wisou Lauding Location: Poole Drive, Garner, NC � c
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Property Owner's Name(Print): GFR Properties I.1.0-GetT Ruckcr E
Property Owner's Signature:
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Property Owner's Mailing Address: 141 R Aversboro Rd,Suitc fill
Garncr, NC 27525
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Property Owner's Telephone:[phone]M38 Fax No.
Property Owner's Email Address: ;C11*T1AbCllsoullt.uct v
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UDPIN:1710374934
PIN Ext:000
Real Estate ID:0115403
\ Map Name:1710 06
\\ & Owner:GFR PROPERTIES LLC
Mail Address 1:1418AVERSBORO RD STE
— - 202
Mail Address 2:GARNER NC 27529-3981
Mail Address 3:
Deed Book:010219
Deed Page:01519
Oi Deed Date:06/25/2003
p cat�ry Deed Acres:1.67
Building Value:$0
Land Value:$208,109
Total Value:$208,109
Billing Class: Business
Description:L014 REV PROP OF CMR&
ASSOC BM1984-503
Heat Area:0
Site Address:0 POOLE DR
City:GARNER
Township: St.Mary's
Year Built:0
Sale Price:$0
Sale Date:
Use Type:
Design Style:
Land Class:VACANT
Old Parcel Number: 049-00000-0099
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LEIGHSON LANDING TIMMONS GROUP , •••*0�
WAKE COUNTY,NORTH CAROLINA
FIGURE 1:VICINITY MAP YOUR VISION ACHIEVED THROUGH OURS. •
TIMMONS GROUP JOB NUMBER 37931 U S.G S QUADRANGLE(S) GARNER
PROJECT STUDY LIMITS: 1.637ACRES DATE(S) 1971
LATITUDE 35'51'40.2"N WATERSHED(S) SWIFT CREEK
LONGITUDE: 78°37'4,6"W I HYDROLOGIC UNIT CODE(S): 03020201
These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in pert and shat not be used for any purpose whaboever,inciusive,but not
limited to construction,bidding,and/or construction staking without the express wri ten consent of TIMMONS GROUP.

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Permit Number.
(to be provided by DWQ)
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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!I!)must be printed,filled out and submitted along with all of the required information.
Project name Leighson Landing
Contact name Patrick Barbeau,PE
Phone number [phone]
Date October 5,2016
Drainage area number Drainage Area#2.0
II. DESIGN INFORMATION
Site Characteristics
Drainage area 66,647 ft2
Impervious area 38,768 ft
Percent impervious 58.2% %
Design rainfall depth 1.0 inch
Peak Flow Calculations
Is pre/post control of the 1-yr,24-hr peak flow required? Y (Y or N)
1-yr,24-hr runoff depth 2.87 in
1-yr,24-hr intensity 0.12 in/hr
Pre-development 1-yr,24-hr peak flow 1.569 ft3/sec
Post-development 1-yr,24-hr peak flow 1.109 ft3/sec
Pre/Post 1-yr,24-hr peak control -0.460 ft3/sec
Storage Volume: Non-SA Waters
Minimum volume required 2,290.0 ft3
Volume provided 2,935.0 ft3 OK
Storage Volume: SA Waters
1.5 runoff volume NA ft3
Pre-development 1-yr,24-hr runoff ft3
Post-development 1-yr,24-hr runoff ft3
Minimum volume required NA ft3
Volume provided ft3
Cell Dimensions
Ponding depth of water 12 inches OK
Ponding depth of water 1.00 ft
Surface area of the top of the bioretention cell 2,935.0 ftZ OK
Length: 61 ft OK
Width: 49 ft OK
or-Radius ft
Media and Soils Summary
Drawdown time,ponded volume 6 hr OK
Drawdown time,to 24 inches below surface 18 hr OK
Drawdown time,total: 24 hr
In-situ soil:
Soil permeability NA in/hr OK
Planting media soil:
Soil permeability 2.00 in/hr OK
Soil composition
•Sand(by volume) 88% OK
%Fines(by volume) 8% OK
•Organic(by volume) 4% OK
Total: 1000/0
Phosphorus Index(P-Index)of media 10(unitless) OK
Form SW401-Bioretention-Rev.8
June 25,2010 Parts I and 11.Design Summary,Page 1 of 2

Permit Number:
(to be provided by DWQ)
Basin Elevations
Temporary pool elevation 290.50 fmsl
Type of bioretention cell(answer"Y"to only one of the two following
questions):
Is this a grassed cell? Y (Y or N) OK
Is this a cell with trees/shrubs? N (Y or N)
Planting elevation(top of the mulch or grass sod layer) 289 fmsl
Depth of mulch inches
Bottom of the planting media soil 287 fmsl
Planting media depth 2 It
Depth of washed sand below planting media soil 0.33 ft
Are underdrains being installed? Y (Y or N)
How many clean out pipes are being installed? 3 OK
What factor of safety is used for sizing the underdrains?(See 10 OK
BMP Manual Section 12.3.6)
Additional distance between the bottom of the planting media and 1 ft
the bottom of the cell to account for underdrains
Bottom of the cell required 285.67 fmsl
SHWT elevation 283.5 fmsl
Distance from bottom to SHWT 2.17 ft OK
Internal Water Storage Zone(IWS)
Does the design include IWS NA (Y or N)
Elevation of the top of the upturned elbow fmsl
Separation of IWS and Surface 289 It
Planting Plan
Number of tree species NA
Number of shrub species NA
Number of herbaceous groundcover species NA #VALUE!
Additional Information
Does volume in excess of the design volume bypass the Y
bioretention cell? (Y or N) OK
Does volume in excess of the design volume flow evenly distributed N (Y or N) Excess volume must pass through filter.
through a vegetated filter?
What is the length of the vegetated filter? NA ft
Does the design use a level spreader to evenly distribute flow? N (Y or N) Show how flow is evenly distributed.
Is the BMP located at least 30 feet from surface waters(50 feet if Y (Y or N) OK
SA waters)?
Is the BMP localed at least 100 feet from water supply wells? Y (Y or N) OK
Are the vegetated side slopes equal to or less than 3:1? Y (Y or N) OK
Is the BMP located in a proposed drainage easement with access to Y (Y or N) OK
a public Right of Way(ROW)?
Inlet velocity(from treatment system) 7 ft/sec Insufficient inlet velocity unless energy dissipating devices are being
used.
Is the area surrounding the cell likely to undergo development in the N (Y or N) OK
future?
Are the slopes draining to the bioretention cell greater than 20%? N (Y or N) OK
Is the drainage area permanently stabilized? Y (Y or N) OK
Pretreatment Used
(Indicate Type Used with an"X"in the shaded cell)
Gravel and grass
X
(8'inches gravel followed by 3-5 It of grass)
Grassed Swale OK
Forebay
Other
Form SW401-Bioretenton-Rev.8
June 25,2010 Parts I and II.Design Summary,Page 2 of 2

Permit No:
(to be assigned by OWQ)
III. REQUIRED ITEMS CHECKLIST
Please indicate the page or plan sheet numbers where the supporting documentation can be found. An incomplete submittal package will
result in a request for additional information. This will delay final review and approval of the project. Initial in the space provided to
indicate the following design requirements have been met. It the applicant has designated an agent,the agent may initial below. If a
requirement has not been met,attach justification.
Page/Plan
Initials Sheet No.
PJB 1. Plans(1"-50'or larger)of the entire site showing:
Design at ultimate build-out,
Off-site drainage(if applicable),
Delineated drainage basins(include Rational C coefficient per basin),
Cell dimensions,
Pretreatment system,
High flow bypass system,
Maintenance access,
Recorded drainage easement and public right of way(ROW),
Clean out pipe locations,
Overflow device,and
Boundaries of drainage easement.
PJB 2. Plan details(1"=30'or larger)for the bioretention cell showing:
Cell dimensions
Pretreatment system,
High flow bypass system,
Maintenance access,
Recorded drainage easement and public right of way(ROW).
Design at ultimate build-out,
Off-site drainage(if applicable),
Clean out pipe locations,
Overflow device,and
Boundaries of drainage easement.
Indicate the P-Index between 10 and 30
PJB 3.Section view of the bioretention cell(1"=20'or larger)showing:
Side slopes,3:1 or lower
Underdrain system(if applicable),and
Bioretention cell layers[ground level and slope,pre-treatment,ponding depth,mulch depth,fill media
depth,washed sand,filter fabric(or choking stone if applicable),#57 stone,underdrains(if applicable),
SHWT level(s),and overflow structure]
PJB 4.A soils report that is based upon an actual field investigation,soil borings,and infiltration tests. The
results of the soils report must be verified in the field by DWO,by completing&submitting the soils
investigation request form. County soil maps are not an acceptable source of soils information. All
elevations shall be in feet mean sea level(fmsl).Results of soils tests of both the planting soil and the in
situ soil must include:
Soil permeability,
Soil composition(%sand,%fines,%organic),and
P-index.
PJB 5.A detailed planting plan(1"=20'or larger)prepared by a qualified individual showing:
A variety of suitable species,
Sizes,spacing and locations of plantings,
Total quantity of each type of plant specified.
A planting detail,
The source nursery for the plants,and
Fertilizer and watering requirements to establish vegetation.
PJB 6.A construction sequence that shows how the bioretention cell will be protected from sediment until the
entire drainage area is stabilized.
PJB 7.The supporting calculations(including underdrain calculations,if applicable).
PJB 8.A copy of the signed and notarized inspection and maintenance(10)agreement.
IN PROCESS 9.A copy of the deed restriction.
Form SW401-Bioretention-Rev.7 Part III,Page 1 of 1

FILL SOIL MEDIA MIX:
FINES: 8% 100 YR. STAGE (290.41)
ORGANIC MATTER: 4% SLAB TOP FOR CONTROL STRUCTURE
SAND: 88.0% 25 YR. STAGE (290.39) NOT SHOWN FOR CLARITY
P-INDEX: 10-30 10 YR. STAGE (290.37)
SOIL MIX TO BE 1 YR. STAGE (290.28)
DESIGNED AND FIELD
TESTED BY A SOIL CONTROL STRUCTURE
SCIENTIST FOR AN 4.0' X 4.0' RISER
INFILTRATION RATE OF OUTLET STRUCTURE
2 IN/HR MINIMUM (WEIR 1.30'W X 1 SIDE ONLY) 24" FLUME INLET
WEIR CREST (290.00) SOD W/ WARM (291.50)
RISER SILL (290.50) SEASON GRASS RIPRAP OUTLET
STAGE PONDING DEPTH (6") PROTECTION
CAPPED CLEAN OUT PIPES T(MIN) OF
TOP BERM (291.50) 12" TMP. WATER QUALITY (SEE UNDERDRAIN DETAIL FOR
PONDING DEPTH LOCATIONS) SOD SLOPE
—1— (290.00)
SPILL WAY (290.50) --7:1 I �-1 MPS -1
------ - ---=4I�= qk ---sz-
-7--
------ - --------- �1 -11'II
I=1
�I I X11
BTTM BIOCELL
(289.00)
FILL SOIL MEDIA MIX:
FINES: 8% GRASSED BIO CELL
ORGANIC MATTER: 4% W/ NO I.W.S.
SAND: 88.0% a 24" MEDIA DEPTH
P-INDEX: 10-30 0
4" WASHED SAND
N 287.00
12'- WASHED #57 STONE 286.67
%. SLOPE=0.5%t FILTER FABRIC
_ _
40 LF 15" RCP @ 0.50% I -III-III-III-III-� 285.67 6"0 CORRUGATED PERFORATED
FES 3.17' PLASTIC PIPE
INV (285.62) INV OUT (285.82) PVC HUB INLET SWING CHECK
INV IN (285.92) BACKWATER VALVE '283.50 SHWT
BIORETENTION XSECTION DETAIL
NTS

BIORETENTION UNDERDRAIN
(3) 6" DIA CORRUGATED INLET
PERFORATED PIPES TO 6" FLUME
MANIFOLD COLLECTOR PIPE SEE BIORETENTION
TO CONTROL STRUCTURE XSECTION DETAIL
FOR DEPTH OF
DISCHARGE INSTALLATION
PIPE
CONTROL CONTOUR
STRUCTURE I (TYP)
I BIORET.
SPILLWAY I CELL
6"X6"X6" "T"
(NP) �--t18' CURB &
b
b GUTTER
CLEAN OUT (TYP)
(3) MIN REQ'D
1 PER 1,000 SF OF RETAINING
BIORETENTION AREA WALL
BIORETENTI❑N UNDERDRAIN DETAIL
NTS

SILL OPEN (4) SIDES
(2.67W X 0.67'H EACH SIDE)
INSTALL MH ACCESS COVER
W/ PULL HANDLES TOP OF SLAB (291,83)
8" THICK 3,000 PSI C❑NC,
TOP SLAB W/ #4 REBAR 8" MIN, OPEN
@ 6" D.C. IN EACH DIRECTI❑N
8"x8" CMU CORNER SUPPORTS �Q ° RISER SILL (290,50)
FOR TOP SLAB
WEIR OPEN (1) SIDE
(1,30"W X 0,50'H) 8" CMU OR PRE-EAB
WEIR CREST (490.00) 4.68 CONIC, BOX
I
(WATERPROOFED)
6" 0 CORRUGATED PERFORATED
PLASTIC PIPE UNDERDRAIN
a
d
40 LF 15" RCP INV IN (285.92)
@ 0.50% 4.0' ANTI-B❑UYANCY FOOTING
NOTES TIE CONTROL STRUCTURE TO TO FES 4.0 (4,0'L X 4,0'W X 1,0'H)
FO❑TING WITH #5 REBAR FROM
FO❑TING (9" DEEP MIN,) IN EVERY INV OUT (285.82) 3,000 PSI CDNC, W/ #4 REBAR @ 16"
OTHER CMU CELL, GROUT S❑LID TO ❑,C, BOTH DIRECTIONS
TOP OF CONTROL STRUCTURE. BTTM (284,82)
INSTALL 9 GAUGE LADDER WIRE
ALONG EVERY OTHER COURSE OF CMU,
RISER STRUCTURE #01 DETAIL
NTS

• y
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TIMMONS G •••• THIS DRAWING PREPARED AT THE
• �• YOU0.VISION ACHIEVED THROUGH OURS. RALEIGH OFFICE
5410 Trinity Road,Suite 102 Raleigh,Nc 27607
TEL [phone] FAX [phone] www.timmons.com
a DATE REVISION DESCRIPTION
L E I G H S O N LANDING
O V m 1 1st Revision
b 5 o
WAKE COUNTY NORTH CAROLINA
Overall Impact Ma F m
These Dlans and.111 ated documents 9r51D94xrlusrvo DrnDeM1y M TIMM-s GRUJR end may not b w,Muced m ld er m Da 2nd shO-De used Ip any OorD'i5e vfi Msoever.in[lusnn.Dul nol
Iimlled to consimceon.DldAng,anMor consfruclion slating mtDout Ne e�Dress vrtrtlen consent d TIMIAONS GAGIN

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TIMMONS G THIS DRAWING PREPARED AT THE
••• %0 YOUR VISION ACHIEVED THROUGH OURS. RALEIGH OFFICE
• 5410 Trinity Road,Suite 102 �Raleigh,NC 27607
TEL [phone] FAX [phone] www.timmons.com
M,
DATE REVISION DESCRIPTION
L E I G H S O N LANDING
.. a, p R 1 1st Revision
Wo WAKE COUNTY NORTH CAROLINA o o r o m
^' Overall Impact - Zoom Ma
These Plans end associated documents are theaxtlusrve Property of TIMMONS GROUP and may nor bo reproduced In whole or in part and shall not be used fv any purpose whatsoever,Indus—but not
limited to conshuchon,Iadong,andlor consuuchon stalnng'mout the express mitten consent of TIMMONS GROUP

I
CARp��,,�,
_ HLANDINGsLEIG SON FN EEp
07/ 16
SITE PLANS
POOLE ROADS
GARNER, NC 27603 aLL
a�
wooM
WNP
WAKE COUNTY, NORTH CAROLINA o� LL
E p
= YJ 2
i.
ARCHITECT CONTACT OWNER CONTACT CIVIL ENGINEER
D&L DESIGN GROUP, INC. DIXIE CONSTRUCTION CO. INC. TIMMONS GROUP °
PO BOX 445 GEORGE RUCKER RICK BAKER, P.E.
GARNER, NC 27529 1418 AVERSBORO RD., SUITE 202 5410 TRINITY RD. STE 112
PH. [phone] GARNER, NC 27529-3981 RALEIGH, NC 27607 "
PH. [phone] PH. [phone]
[e-mail]
06/30/15
0
DRAwIv pi
A BARBEAU
GENERAL NOTES -� SITE PLAN SUMMARY • DE=DYED By
P.BAR.EAU
1. ALL MATERIALS AND METHODS OF CONSTRUCTION SHALL BE M ACCORDANCE WITH .� 1. DEVELOPMENT NAME LEIGHSON LANDING
•
THE TOWN OF GARNER AND THE STATE OF NORTH CAROLINA STANDARDS AND j ----� • cv
SPECIFICATIONS. t _ j 2. STREET ADDRESS: POOLE DRIVE •
, . .....
2. CONTRACTOR SHALL HAVE NORTH CAROLINA ONE CALL(811)LOCATE ALL EXISTING a a ^' - GARNER NORTH CAROLINA 27529 • •
UTILITIES PRIOR TO BEGINNING CONSTRUCTION. , ? '�,._."'� �,T POOLEDR.^ ,
" 3. INSIDE TOWN LIMITS: YES
3. CONTRACTOR SHALL VERIFY THE LOCATION AND DEPTH OF ALL EXISTING UTILITIES I 4. WOKE COUNTY P.I.N.: 1710.37-4934 : PER PLAN
AND NOTIFY THE ENG W EER OF ANY DISCREPANCIES OR CONFLICTS PRIOR TO
o) 5. TOTAL SITE AREA: 1.67 ACRES
BEGINNING CONSTRUCTION.
'p
Y' 6. ZONING DISTRICT: MF-2
4. ALL CONSTRUCTION SHALL CONFORM TO ADA STANDARDS. IX.LAND USE: VACANT
SITE PROP.LAND USE: TOWNHOMES
ti
w� 7. PROPOSED NUMBER UNITS:12 ,
8. PARKING SUMMARY:
�\ 1 t REQUIRED: 27 SPACES(2NNIT+}UNITS) 'ES
`�•' PROVIDED 32 SPACES n°
CHENE ADA ACCESSIBLE: 2 REQUIRED/4 PROVIDED W/2 VAN ACCESS. n
A I 8. REQUIRED SETBACKS:ti FRONT: 5'STREET YARD
2s
REAR: 25' Z 5 x
OLDE^M4NOR LN, J , PERMETER BUFFER: 15' 0
ofr
lli 10.OPET!SPACE (I"1 < ,o
REQU'D: 0.17AC(10%X1.67AC) \J L)
VICINITY MAP PROUD 0.20AC(RIPARUWBUFFER)
11.INSIDE TOM LIMITS: YES Q p
NTS 12.FLOOD HAZARD AREA: NO;MAP#3720171000J(MAY2,2006) I- �E
13.IMPERVIOUS AREA Z w e=°
EXISTING: NONE J O =
PROPOSED: 0.66 AC(39.5%) O =
zy � n
O 3 w
> E
s INDEX Ln
w o 5
b = a U
C0.0 COVER PUBLIC IMPROVEMENT QUANTITIES (D
e C1.0 EXISTING CONDITIONS&DEMOLITION PLAN PHASE NUMBER(S): WA
NUMBER OF LOT(S): 12 J O F
C2.0 SITE PLAN LOT NUMBER(S)BYPHASE: WA
NUMBER OF UNITS: 12
C3.0 GRADING AND STORMWATER PLAN UNABLE BUILD94GS: 12
C4.0 SEDIMENTATION&EROSION CONTROL PLAN OPEN SPACE: N/A g 5
NUMBER OF OPEN SPACE LOTS: NIA _
g C5.0 UTILITY PLAN PUBLIC WATER(LF): 312 a
PUBLIC SEWER(LF): 307 e$
C5.1 SEWER PLAN AND PROFILES/DETAILS s E
C6.0 LANDSCAPE PLAN e
C8.0 SITE DETAIL SHEET
E�
C8.1 SITE DETAIL SHEET E
C8.2 SITE DETAIL SHEET $'
a
1-1.0 LIGHTING PLAN �
>s
A100 BUILDING ELEVATIONS Kmw ; 9931 °
d� PRELIMINARY
._ NOT FOR CONSTRUCTION -
(11 MAY 2016) Co.O o
L

EX SIDEWALA&C&G TO
tt EX FES BES4K'CLrT&REMOVED z
3,59
EX H& 4111,
# K
RIM=293.12 W.
INV, OUT=288,52f�',
MHO 07/05/16
EX 30' C&G�
n, 36 EX,CI
EX-I,' TX-22194.28 DEMOLITION NOTES
INV IN=288.58 (36')
--TM` IN INV IN=288.47 (18')
INV OUT=287.95 1. ALL UTILITIES OR STRUCTURES NOT INDICATED FOR REMOVAL OR MODIFICATION
AV�/N(36-)-285.'08 II,
_RIM=291.2 4' INV IN(16')= E ARE TO REMAIN AND BE PROTECTED FROM DAMAGE
OUT=2- \\-EX.UTIL POLE
W/ GUY WIRE 2. ALL WASTE MATERIAL GENERATED FROM CLEARING AND DEMOLITION ACTIVITIES
82�He'INV IN INV oul
(CONTRACTOR ToSH L BE DISPOSED OF OFF-SITE IN ACCORDANCE WITH ALL APPLICABLE RULES AND 2:t
VERIFY LOCATION) REGULATIONS.
3. REMOVE TOPSOIL AND STOCKPILE APPROPRIATELY ON-SITE.ON-SITE TEMPORARY
STOCKPILES SHALL BE LOCATED WITHIN CONSTRUCTION LIMITS. 0 4s
cAfR n A,3110C111'Es 4. ALL PAVEMENT OR CONCRETE TO BE REMOVED SHALL BE SAW CUT TO PROVIDEA
-, i-_z 2
EX.FES 8 0 A.198-1 PC 645 STRAIGHT AND UNIFORM JOINT WITH NEW CONSTRUCTION.ANY EXISTING E Id 4
EX. UTIL POL[I- ZCNFI)0S P ,, - 0
W1 GUY WIRr PAVEMENT,SIDEWALK CURB&GUTTER ETC.THAT MUST BE REMOVED TO ALLOW
N". I, NEW CONSTRUCTION SHALL BE REMOVED TO ALLOW NEIN CONSTRUCTION SHALT BE u
INV=281.98---
P-TY VACAN REMOVED AND REPAIRED PER THE SPECIFICATIONS AND DETAILS OR TO MATCH
VERIFY LOCATION
EXISTING CONDITIONS(WETHER OR NOT SHOW ON THE DRAWINGS TO BE
REMOVED).UTIL TY INSTALLATIONS MAY UTILIZE OPEN CUT OF PAVEMENTS UNLESS
YARD IETOACK . I I , I I
A* INDICATED OTHERWISE TRENCH IN EXISTING ASPHALT SHALL BE PATCHED PER
EX
0
PAVEMENT REPAIR DETAIL
INV=2EFES 3.41 EX I11NOGR4TE1
CONVERT TO 6 PROTECT ALL ADJACENT PROPERTIES,THE GENERAL PUBLIC AND ALL OF THE
BOX-290 361 JB/MH r -EX 0
INV/N=28719 TRANSFORMER 6. THE CONTRACTOR SHALL USE NC ONE CALL(811)TO LOCATE ALL UNDERGROUND 1.
TOP CONC S. OWNERS FACILITIES.SHOULD DAMAGE OCCUR,NOTIFY ARCHITECT PAMEDLATELY
INVOUT=286.93 UTILITIES(INCLUDING BUT NOT LIMITED TO ELECTRICAL TELEPHONE,GAS,CABLE
EX, 5504 A FIBEROPTIC)WITHIN THE LIMITS OF CONSTRUCTION.
OP- 298.46 7. VERIFYALLIL SrRATEDKNC)WUNDERGROtJNDELEAAENTS.EXERCISE
REASONABLE WEFFORTS TO PROTECT ANY UN 1040M UNDERGROUND ELEMENTS.
NOTIFY THE ARCHITECT IMMEDIATELY IF UNKNOWN ELEMENTS ARE DISCOVERED
THAT WOULD NECESSITATE MODIFICATION TO THE PROPOSED DESIGN.
� IC' 8. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WTH APPLICABLE LOCAL STATE 06130115
AND OSHA REGULATIONS. DRAWN BY
9,� 9. EXISTING MANHOLES,VALVE BOXES.VAULTS,CLEANOUTS,UTILITY POLES ETC.TO P.BARSE4U
REMAIN WITHIN THE GRADING LIMITS SHALL BEADJUSTED AS NEEDED TO FUNCTION
--G.NEusE 6"Ac- PROPERLY WTH THE PROPOSED FINISHED GRADES DWETHER OR NOT INDICATED TO • DESI�ED5Y
If v BE MODIFIED). ABARBEAU
�-
Iv 10. GENERAL CONTRACTOR TO COORDINATE ALL PEDESTRIAN ACCESS PATHS.
LOCATIONS LIGHTING ETC.WITH THE OWNER. CHEC�m BY
EX Y'(NO GRA TE) S�
GENERAL NOTES •
;TOP CONC OX-2,9758
*FR MR PER N
TOPEMAIV71*76
XJT-2
'INV 1. ALLMATERLALSIN AND METHODS OF CONSTRUCTION SHALL BE ACCORDANCE VIATH
THE TOWN OFGARNER AND THE STATE OF NORTH CAROLINA STANDARDS AND
SPECIFICATIONS,
2. CONTRACTOR SHALL HAVE NORTH CAROLINA ONE CALL(811)LOCATEALL EXISTING
UTILITIES PRIOR TO BEGINNING CONSTRUCTION
A VERSSORO ROA 0 3. CONTRACTOR SHALL VERIFY THE LOCATION AND DEPTH OF ALL EXISTING UTILITIES
orric,('ENT Y7 c AND NOTIFY THE ENGINEER OF ANY DISCREPANCIES OR CONFLICTS PRIOR TO
am
VOLAE D 0 S BEGINNING CONSTRUCTION.
PIN�7 10,37 69116
2OEASEMENT SEVVER 4. ALL CONSTRUCTION SHALL CONFORM TO ADA STANDARDS.
(�4SEMENTEXCHAAGE WAP)
16
z Z
o
It it i A 1 SURVEY NOTES 0 0
ORD
_J
1. RECORDED PROPERTY DATA:
OUTLET IS 1.1. BOOK OF MAPS 1984; PAGE 00503
BURIED 1.2. DEED BOOK 10219 PAGE 1519-1523 Q 0
0
20 01+A OV CARNER 7 Z UJ I's
DRAWAGF,�UTfl ITY
EASEMENT z
•
IL _j 0
r ,Le. I• - I, ,/ / ,1 1, " u -1
LEGEND z
Z. --------- PROPERTY BOLINE)ARY EXISTING SSMH 0 F
V)
iz Y/ I
I 11PAILAN BUFFER MSTING FIRE HYD. z
EK.PIFE&YARD V)
INLET TBR -SA.N-
I EXISTNC SANUARY SEW" G <
(.9 z
,YARD INLET (NO GRATE)- 0 ExtsTim sro�
,0 TOP CONC BOX=298.81 19M PG646 EXLSTING WATER VALE Ld 0
INV OUT=285,01 z
f IONFO 0& EXSTINC WATER.E LLJ u
Pltv 17103?6$6,'
-z
-OHP-- `9
LISE 0111CIFOWLDIA10 OVERHEAD POWER LINE _j
EXISTING CATCH BASIN 0
EX. SSMH 13 0
TOP- 289,34 EXISTING YARD INLET
INV IN (NORTH)- E64,03 0
I , x
11 ,It
INV IN (EAST)- 283.64 .8
INV IN (SOUTH), 283,78
INV OUT, 28344 Lu
(TO PEVAN) ­ZE
E
/ 4 / qq� I Jl1 �� �L/JJ�L'\ f I ��'`J n EX.LABEL PED.
E
OF GAR R - 1 1 -.4" X. TRANS E
ml 2a 2 ?RAINYG!_.'%L/71' -4.
SCALE 1"=20'
EASEM1,V71 k
0 1.
? 10
PREUMINARY 37931
NOT FOR CONSTRUCTION sHEEr
CFORGE (11 MAY 2016) C2.0

CA
z
W.,b
07/05/16
rDIRAMP TYP
ERTOWN
APOF GARNER SPECS
POSE E
36
E
TIF-TO-EX R3F
1Y
-35'C&G(TYP)
10"A3W SIGHT TRIANGLE
ALL VISUAL OBSTRUCTIONS KEPT
10
CLEAR BETWEEN 2.5'&I(y INHT, GENERAL NOTES ENTRANCE SIGN 0
-;m-w t ALL MATERIALS AND METHODS OF CONSTRUCTION SHALL BE INA WITH
ICITYOFRAL GH THE TOM OF GARNER AND THE STATE OF NORTH CAROLINA STANDARDS AND
PUBLIC UTILI SPECIFICATIONS.
;ZE�o'050' WHC EAsEM T
SIGHT DISTA PS q, go 1.
C&G Z CONTRACTOR SHALL HAVE NORTH CAROLINA ONE CALL(811)LOCATE ALL EXISTING
UTILITIES PRIOR TO BEGINNING CONSTRUCTION.
(TYP) 0
30'T 3. CONTRACTOR SHALLVERIFY THE LOCATION AND DEPTH OF ALL EXISTING UTILITIES
36,�,ST YARD TRANSITION(oTyle
1.1'OFF SETBACK AND NOTIFY THE ENGINEER OF ANY DISCREPANCIES OR CONFLICTS PRIOR TO
FFER R5'(TYP.) 4 BEGINNING CONSTRUCTION.
UNIT i
18" &G
NT.I 4, ALL CONSTRUCTION SHALL CONFORM TO ADA STANDARDS.
Al—V SFTR�� (CTy P))
5. UNITS ARE TO BE IND VIDUALLY OWNED.
0
30'CITY OF RALEIGH
PROVO OPEN PACE 6 CONTACT JUSTIN MASSENGILL AT919-773-44158 OR JMASSENGILL@GARNERNCG0V
PAR PUBLIC VklATERUNE
S 1 8
LAN BUFFER(0.20 AC) EASEMENT TO SCHEDULE A PRECONSTRUCTION MEETINGPRIOR TOOBTAINING BUILDING
TO BE RI PERMITS FOR THIS PLAN.
OWNED AND MAINTAINED BY
THE HOME OWNER'S ASSOCIATION SITE PLAN NOTES
HVAC UNIT W VINYL FENCE 4
4-LONG BY 3'H IGH 05
FROM
I, ALL DIMENSIONS ARE TO BACK OF CURB,FACE OF TURNED DOWN VIALK EDGE
SET 1 5'FR CONC. OF PAVING,BUILDING WALL FACE OR PROPERTY LINE.
PARKING SPACE DIMENSIONS
STANDARD SPACE: 9.0'WIDE X 19 LONG(TO FACE OF CURB) 06130115
WC SPACE 8.0 WIDE X IS'LONG W/SZISUE
LJ 38'(TYP) J 8.0'WDE X 19 LONG M8.(7 ISLE(VAN ACCESS.)
IT
2. SIGNAGE P.BARBEAU
PERMANENT AND TEMPORARY SIGNAGE REQUIRES AN APPROVED SIGN
15217y, PERMIT PRIOR TO INSTALLATION • --ED81
-
24' 1 PAVEMENT DESIGN I EAlIIEAll
UNIT 11Il
DRIVE ISLE HEAVY DUTY ASPHALT
"1 9 TYR PARKING SPACES-LIGHT DUTY ASPHALT
SEE ASPHALT SPECIFICATIONS BELOW •
R.BAKER
15'PERM.
4 CONTRACTOR SHALL NOTIFY THE ENGINEER OF ANY DIMENSIONAL CONFLICTS • Sc E
BUFFER PRIOR TO THE BEGINNING OF CONSTRUCTION.T-y E-
PER PLAN
M (TY
EEL STOP 5, ALL CURB AND GUTTER SHALL BE 3(r WIDE. •
O
P-)
& ALL UNITS WILL HAVE INDIVIDUAL ROLL OUT TRASH CANS FOR SANITATION
PICKUP By THE TOIAN OF GARNER
R4.5' 7 TOWNHOME SQUARE FOOTAGE
ST FLOOR-926 SF
UNIT 5X'
TOTAL2ND FLOOR-§LO UNIT-1,485 SF
SF
BUILIDNG(3 UNITS)-4,455 SF
R
R2V E,
30'CITU OF RALEIGHf 15'PERM.
PUBLIC WATERLINE BUFFER
—'l-Si 5AIUWAC v
EASEMENT
s'S9 SE sURFP-cam
-1�T.N�
Z
00,
R28' SPILL CURB
0
0
(D <
36'FLUME
TED 1U.—DE
BIO-RETEN71ON
CELL z
< z
HEAVY DUTY PAVING DETAIL
0
TC I—F u a F
IJLJl zz
0 E-
s 5A so sAce y Lo
Z
W
R2.5'
Id
25'REAR YARD -4
SETBACK
Z_- 1 I Lu
F--IT79
I I \j�j��j�\j\\ coe�aacreo suecanDe O0
0.3'OFF-SETBACK .2
i
LIGHT DUTY PAVING DETAIL ag
4'HIGH VINYL COVERED
ig
CHAIN LINK FENCE W
IOWDE ACCESS GATE E
TWO 5'WDE SECTIONS
CONT ACTaSHALL�ll" 11-LL'lFA5PHALTAT-D PLETlDIOFCa STFUCTIq 2-
E
SCALE 1-=2(y 37931
FWAIKAW
00.
NOT FORCONSTRUCTION -EET NO
20, 4
(11 MAY 2016) C2.0

F
�� -"� -
PER TOWN OF GARNER ECS. -- - G,_..�I[U ���� W.8��
_-HAN6CAP RAMP TYP. _ _"
P SPEC r� ` 07/05/16
s5 gsa ',
�., X7.9 TIE TC
�1 - - "- aL,�` o
('SW E
102 18 R
5 LF CP,
��
CONVERT TO JS z
TOP42925(NEW) ( JV I `<
INV IN=287.19(EX. U TOP=294.75
INV WT==286.93(eR) - " - OUTINV IN-289.0 GENERAL NOTES a -m z
INV - .8 m
288 o o
m
` �•"'! 1. ALL MATERIALS AND METHODS OF CONSTRUCTION SHALL BE IN ACCORDANCE W TH so B c i
1 THE TOOF GARNER AND THE STATE OF NORTH CAROLINA STANDARDS AND a
_ s
n SPECIFICATIONS. 3 tO
2. CONTRACTOR SHALL HAVE NORTH CAROLINA ONE CALL(911)LOCATE ALL EXISTING
1 UTILITIES PRIOR TO BEGINNING CONSTRUCTION. z
E O
/ 3. CONTRACTOR SHALL VERIFY THE LOCATION AND DEPTH OF ALL EXISTING UTILITIES
pCK FFE=295 51.5 LF 18�RCP AND NOTIFY THE ENGINEER OF ANY DISCREPANCIES OR CONFLICTS PRIOR TO c
/. 'm
RON Y 1 U ®1.9X BEGINNING CONSTRUCTION.
i
INv 21,131,4L f� 294'3 TC 943 f 7953 HP 4. ALL CONSTRUCTION SHALL CONFORM TO ADA.STANDARDS.
S. UNITS ARE TO BE INDIVIDUALLY OWNED. `a 3O
6'HDPE
t
JI 6, CONTACT JUSTIN MASSENGILL AT 919-7734458 OR JMASSENGIL �RNERNC.GOV F
/ / // 61'
125 1F OF W.ox F =2955 1' 1`
INV.IN 291.7 /rly mP !!! TO SCHEDULE A PRECONSTRUCTION MEETING PRIOR TO OBTAINING BUILDING
INV. OUT 289.0 /-' PERMITS FOR THIS PLAN.
WW/2-X S'X 0.5' j" 2902 TC TV m
CLASS A RIP RAP -
VELOCITY DISSAPA TOR
Iy B.5' 294.r GRADING NOTES
AS 2 1, TOTAL DISTURBED AREA=1.59 ACRES. o 0
TOP=295.0 a
INV IN=290.2 2. ALL EXISTING VAULTS,MANHOLES,STORM DRAIN STRUCTURES.VALVE o
FFE=293.7 2932GR I INV OUT-290.0 BOXES.CLEANOUTS,ETC.SHALL BE ADJUSTED AS NEEDED TO MATCH o-E
J 31.1 LF 78 RCP O 2.OX FINISHED GRADE.: •'299.1 GR 23.5 GR _ _ 1 06/30/15
s
3. ALL BACKFILL,COMPACTION,SOILS TESTING.ETC.SHALL BE PERFORMED BY Dr<pwiv ev
THE OWNER'S INDEPENDENT TESTING LABORATORY.
/ ,, / _ - 31.1 LF 18"RCP A BARBEAU
1938TC 7 TC f K O(i T)CH EY INV 4 OTHERIALL TELEVATIONS INDICATED ARE AT BACK OF CURB UNLESS NOTED
193.
_ • DESKEDI'"
2 U
5. SITE ISNOT WITHIN A 100 YEAR FLOOD PLAIN PER FIRM MAP 3720171000) • P.BARBEAU
DATED MAY 2.2008. mECKEC B,
1 FFE=2956 �' A
8. ALL ELEVATIONS ARE BASED ON NC GRID NORTH(NAD 83). • R.BAKER
Q/ / -� FFE=293.7 SCALE
7. APRE-CONSTRUCTION MEETING MUST BE SCHEDULED PRIOR TO ANY NARK � •
/ r/ j I 1293:5TC GRADING OR INSTALLATION OF EROSION CONTROL MEASURES. • PER PLAN
.9 292.9 TC - 8. THE CONTRACTOR SHALL USE NC ONE CALL(811)TO LOCATE ALL
2971 GR - UNDERGROUND UTILITIES.
I FFE=7955 284.5 HP
10'MAINTENANCE AND / / � I 7971 GR 4 93.0 TC 9, ALL HANDICAP PARKING SPACES AND STRIPED ACCESSIBILITY AISLES ARE �
ACCESS EASEMENT / TO HAVE NO MORE THAN A 1:50(2.076)SLOPE IN ALL DIRECTIONS.
192 I GR -g 292 e R
CLASS A RIP RAP
29.B R r / 5 2924 GR m 10. ALL SIDEWALKS ARE TO HAVE NO MORE THAN A 1:20(5.0°b)SLOPE FO THE
12'THICK // LENGTH OF THE SIDEWALK AND NO MORE THANA 1:50(2.0%)SLOPE FOR THE
5'LENGTH J ' 0 GRWIDTH OF THE SIDEWALK i
1 2B�- 8' FF-295.5
3.8'WIDER
292.8.7C 11. IF CONTRACTOR NOTICES ANY DISCREPANCIES IN ANY OF THESE SLOPE 8
;.'/ U7J CLASS B RIP RAP REQUIREMENTS,IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE
9276 18. ENCT Y�
18, THICK
HICIH OWNER PRIOR TO POURING ANY CONCRETE SO THAT A SOLUTION CAN BE n
FES ` FOUND.
9'INCE 4
40 LF OF 15'� �E
RCP®0.5z12. SPOT ELEVATIONS ARE GIVEN AT THE MAJORITY OF THE MAJOR BREAK
INV OUT=265.62 '/ 291 1 GR POINTS BUT IT SHOULD NOT BE ASSUMED THAT ALL NECESSARY SPOT Q e
293.4 GR ,I ELEVATIONS ARE SHOWN.DUE TO SPACE LIMITATIONS,THERE MAY BE ?
SPILL CURB J J -I OTHER CRITICAL SPOTS NOT LABELED THAT SHOULD BE TAKING INTO ZQ n
4'x 4'R/SER CONSIDERATION.THE CONTRACTOR SHALL REVIEW THE GRADING PLAN IN O J =F
t"! TOP=290.5 DETAI L AN D SHALL ENSURE THAT ALL CRITICAL GRADE POINTS ARE STAKED (0 Q -J
a WEIR=29Q0 ,/�:�' •,:, R2B9 - "" / I` I ANDFOLLOWEDTOPROWDE POSITIVE DRAINAGE. 7 U d K
a INV IN=285.9? / ( _ I a:tiE-w L
INV OU7=285.87 / .F ` ' t I _ 13. ALL STORM DRAIN PIPES SHALL BE PROTECTED WITH STONE FILTER I"•'I
y � I� J 7 I FFE=295.5 - PROTECTION AFTER STOPPAGE OF WORK EACH DAY(SEE DETAIL SHEET). 0 O w _
14. EXISTING VEGETATION WITHIN TREE PROTECTIVE AREAS SHALL REMAIN
UNDISTURBED UNLESS NOTED OTHERWISE.
15. ANY AND AIL LANDSCAPING AND EXISTING TREES 85HRUBS TO REMAIN J f' WOUS
AHICH ARE DAMAGED RING DEMOLITION OR CONSTRUCTION SHALL BE o FKE=2955 I I REPLACED BY THE CONTRACTOR USING A LICENSED LANDSCAPE Z Y Q
�_ 294.5HP CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER. a F-
� \ i3.3T O E
tfi. THE GRADING CONTRACTOR SHALL COMPLY WITH ALL STATE CODES IN
OBSERVING EROSION CONTROL MEASURES BOTH ON AND OFF-SITE.
17. THE GRADING CONTRACTOR SHALL MAINTAIN ALL EROSION CONTROL /VT'�
S RETAINING WALL / \ FFE= .5 DEVICES AFTER EACH RAINFALL EVENT ORAS DIRECTED BY THE EROSION ZTOP g v
$ BOTTOM. 292.0 i'`` `� CONTROL INSPECTOR OR THE ARCHITECT. 4 � Q �E
/ \ ' 118. THE GRADING CONTRACTOR SHALL BE RESPONSIBLE FOR OFF-SITE w F$
DISPOSAL OF ALL CLEARING AND GRADING WASTE MATERIALS GENERATED J J
DURING CONSTRUCTION AND FOR OBTAINING ALL APPLICABLE PERMITS FOR
t_ 0� OFFSITE STOCKPILES ANDAR WASTE AREAS. �.
/ p
J a 2
19. ALL CATCH BASINS MUST BE MARKED'DUMP NO WASTE DRAINS TO STREAM' S
B OR EQUIVALENT 3
1�
+ �
d
SCALE ria
8=
O
1 JCF NO
X
ALL CONSlRi7CTION 10I3I IN ACCORI)ANCT:Vv ILII AI,I. "]C)\VN OF 1MIN
PRElARY 37931 =€
EARNER STANDARDS_SPECIFICA flONS..4ND llI�:TAt] S � NoTFOROOr�RUCnoN
(11 MAY 2016) C3.0 €

``� r-
1 I _ /
CAIR111111a,
/ 9 ;
EROSION CONTROL LEGEND
+W46ICAP RAMP TYP.
PER TOMS OF GARNER EC _ ENTRANAFY CONSTRUCTION
LL -
P SPECS, .Q tL ��l"a.
^o ENTRANCE -
P E 3,a 8) ��1 —X—X— a �p
Ey 8 .11L _ 'R��' / / �, SILT FENCE
TEMPORARY DIVERSION DITCH
IT /16
-- t
—CLR— LIMIT OF pCTURBANCE m
SILT FENCE OUTLET c
ENT N
I� �� \. a
LIMITS OF DISTURBANCE=1.59 AC
I s a m
i o
�
.;CAA:' i'�9.5
ENTRANCE - 1 + - 9
/
ETBAi
�v
/
IQ u
u
GROUND STABILIZATION
i
i
/ u1T.ET J a I _J SITEAREA STABILIZATION STABILIZATION TIME V
DESCRIPTION TIME FRAME EXCEPTIONS _
/ 2$t1/�.� 1' _ N //I� PERIMETER DIKES, o' 3
SWALES,DITCHES 7DAYS NONE
j`
PND SLOPES `
HIGH QUALITY
+ 7DAYS/ NONE WATER(HOW ZONE �
LIMBS
IF
THAN 3.1 7DAYS LENGTH AND ARE NOT STEEPER DnrE
/ SLOPES STEEPERARE N
THAN 2:114 DAYS ARE ALLOWED >
06130/15
/ / �' (' m5' I J SLOPES 3:1 7-DAYS FOR SLOPES GREATER
DRAWN eY
/
It OR E r 1 X�" j ...:• OR FLATTER 14 DAYS THAN 50 FEET IN LENGTH
/ P.BARBEA
YP U
DE51 CNED e'.
WITH SLOPEALLOTHERARS 14 DAYS NONE •• P.BARBEAU
� (EXCEPT FOR PERIMETERS
r
AND HON ZONES) _
1ED BY
� LATTER THAN 4'1
j ✓ _ - I ,'. .) "" EXCEPTIONS OF TIME MAY BE APPROVED BY THE PERMITTING AUTHORITY R.BAKER
I /f 1 , t --"'�
FLATTER
ON WEATHER OR OTHER SITESPECIFIC CONDITIONS THAT MAKE
COMPLIANCE IMPRACTICAL' • scnLE
/N • �- f--J -(SECTION II.B(2)@)) •
l
,
1 f I RS4 x,n. PER PLAN
7
( / ✓ !/ �h c 7 ,�' r _ STOCKPILE AREA NOTES'
y / �,�I� -MAXIMUM SIDE SLOPES:21
GLASS A RIP RAP
12'THICK ! (( V --c r -MAXIMUM HEIGHT SHALL NOT EXCEED 35 FEET,
i1` J� �FF;C.-1UIL'JIhC
� \ ENSURE STOCKPILE AREA IS SUFFICIENTLY STABILIZED TO MINIMIZE �
3.B'IMD� r SEDIMENT RUNOFF.
'
)✓'/ - /CLASS B RIP RAP / -STOCKPILE AREA SHALL BE KEPT WITHIN PROPOSED LIMITS SHOWN ON
PLANS
TS'THICK +
/
IS'LENGTH ' j -{� l �l� //� , STOCKPILE MAINTENANCEIL
:
9'WIDE l l zst— -t -SEEDING WITH OR COVERING OF PILES TARPS OR MULCH IS REQUIRED 9
PND WILL REDUCE EROSION PROBLEMS TARPS SHOULD BE KEYED M A7 t5
THE TOP OF THE SLOPE TO KEEP WATER FROM RUNNING UNDERNEATH ei
/ pTHE PLASTIC.
I;'�`y� ,7,, -IF COMPLETE
(BUILDERS,
ISER REMAIN FOR FUTURE USE AFTER THE PROJECT IS
S
' t..� ' If� I COMPLETE(BUILDERS,ETC)THE FINANCIAL RESPONSIBLE PARTY MUST e
NOTIFY WOKE COUNTY OF ANEW RESPONSIBLE PARTY FOR THAT i
y,
STOCKPILE G
I !( cil 1,1'tn ' -THE APPROVED PLAN SHALL PROVIDE FOR THE USE OF STAGED SEEDING Z =a
AN MULCHING ON A CONTINUAL BASIS WHILE THE STOCKPILE IS IN USE. 1a
z m'a e �n.rr
-ESTABLISH AND MAINTAIN A VEGETATNE BUFFER AT THE TOE OF THE O 6
0 �,�II'J�
SLOPE(MERE PRACTICAL). ' V z >s g
�\ , L
`� / ` \ I I NOTE i. ~ ~ e
a _
RE AREAS W LL BE S7ABI LIZED PER THE GROUND STABILIZATION CHART AFTER ANY K d
NO2
T
GRADING. z J a 5
NOT 2:
THE BASIN SHOULD BE CLEANED AFTER ANY RAIN EVENT THAT EXCEEDS VIN 24
y /
SEDIMENTBASIN� ` r \\ I - '� ,; ° 111 i HOURS.
I S
i. WITH BAFFLES O
Z
V a
as
ck 3,420 SFX 3' ' I 1R., U/ ,.c NOTE 3: Y O c5
SKIMMMMERaS' SLOPE STABILIZA7ICN REQUIREMENTS Q
Y `<
RETAINING WALL '\\ 1 + / c: ) cv s 3.1 AND FLATTER--GRASS O ?� U "-
3:1 T02:1 SLOPE--ADAPTIVE PLANTS(SHRUBS AND VINES E f
2S TOP: 292.0 1�� ) rt Z
o
80TTON: 289.0
'^2.1 TO 1.5.1-RIP RAP V/ w
o `\
STEEPER THAN 1.5 TO 1-RETAINING WALL Z
L I } 1 NOTE 4. < $b
ONCE SITE HAS BEEN STABILIZED AND PRIOR TO ISSUANCE OF CERTIFICATE OF w O rt 6
COMPLIANCE:SITE WILL BE EVALUATED TO ENSURE THAT DIFFUSE FLOW HAS >
BEEN OBTAINED BEFORE STORMWATER ENTERS BUFFERS. W 0 Lu
b TEMPORARY
P D/VERSI /
SEDIMENT BASIN REMOVAL
ON(TYP/ 1) REMOVEBASINS ONLY
AFEISS7ABILIZEDANDWITH PERMISSION
FROM WAKE COUNTY ENGINEER.
a$
O �22) REMOVE TARP AND ALL NON DIRT ANDIOR ROCK MATERIAL. n $
3) USE BACKHOE TO FILL IN AND LEVEL BACK TO NATURAL GROUND
_ l ORAL 1 5 uT,';jT, ELEVATION. f u
S "NT 4) SEED AND STRAW APPROPRIATELY. a2
�1 5) INSTALL CHANNELS AND EXTEND PIPE IF REQUIRED.
I a
SCALE 1'=20' $
— k
SKIMMER3 SEDIMENT BASIN DESIGN 0 20 a1 g$S�
Basin DIST.AREA Oa(AcJ C 030 S.F. Sediment Weir Skim-e71,e Orifice Dia. Toe No. 8
1 1.1 1.53 0.67 7.4 3,224 3.420sf,3' 30 1.5 1.2'
PRELIMINARY 37931 8
NOT FOR CONSTRUCTION HEFT No a e
(11 MAY 20161 C4.0 5

BIORETENTION UNDERDRAIN R1 a.ItnIA MOE
(3)8'DW CORRUGATED INLET TINES:BS 100 YR.STAGE(290.x1) :•��N,�AR��%'''.
PERFORATED PIPES TO 6' FLUME ORGANIC MATTER:4a SLAB TOP FOR CONTROL STRUCTURE
MANIFOLD COLLECTOR PIPE SAND:BB.OX 25 YR.STAGE(x:38) NOT SHOWN FOR CLARITY
la•R TO CONTROL STRUCTURE SEE BIORETENTION v-INDEX:10-30 10 YR.STAGE(290.37)
6 XSECTION DETAIL YR.STAGE 290.28
` FINISH GRADE 6' ' FOR DEPTH OF SOIL MIX ro BE ( ) j
DESIGNED AND FR ID
DISCHARGE -q
INSTALLATION TESTED T A SOIL CONTROL STRUCTURE
PIPE SCIENTIST FOR IN 4.0'X 4.0'TR RISER
iNFlL7PAnON RATE OF OUTLET STRUCTURE
6• • 3'R „ CONTROL ' CONTOUR 2 IN/HR MINIMUM (WEIR 1.30'W X 1 SIDE ONLY) 24"FLUME INLET W
' W.
'•' STRUCTURE (TYP) WEIR CREST(290.00) S00 W/WARM (291.50) 07/05/16
:+.• BIORET. I RISER SILL(290.50) SEASON GRASS RIPRAP OUTLET
a' i SPILLWAY CELL STAGE PONDING DEPTH e
PROTECTION
�" .. . ' .SNS FL_BAR,
' ,. r caNnNuous 6"XB'X8'•r (7 CAPPED
(TYP) �..-218' CURB& (SEE U CLEAN OUT PIPES 3'(MIN)OF a
t GUTTER TOP BERM(291.50) 12'TMP.WATER QUALITY (SEE IONS) RNN DETAIL FOR SOD SLOPE
PONDING DEPTH LOCATIONS)
(290.00)
e3 TIES®IB'OC. CLEAN OUT SPILL WAY(290.50)-
COMPACTED SUBGRADE MINIMUM STI�NGTH 3500 PSI AIR (3)MIN REO'D ---s- - - Q------ - --------- a y
ENTRAINED CONCRETE RETAINING
1 PER 1,000 SF OF
BIORETENTION AREA "ALL
—BRM BIOCELL w o o'4 p
(289.00) z W d m
BIURETENTIUN UNDERDRAIN DETAIL
CONCRETE FLUME DETAIL �.M Jn GRASSED 810 CELL 3 a of
/NTS NIN •t•''•i�.e W/NO I.W.S.
su OPEN(4)Hole 24'MEDIA DEFIER z
(zeEw x aeTTl]9pr a.E) 4'WASHED SAND ''.:'..• '4) z
RETALL rM ACCESS LD�ER y%.y"='. j O
°�rorm(u TO OF SLAB(M83) 12-WASHED X157 STONE —286. m U
&THICK 3D.0 PSl CD.C. w, j w
TOP SLP.V/M¢BAR SLOPE=0.5X3
6.O.L.IN EACH BIRECTIN 'MIN.OPEN FILTER FABRIC F C
1PERMACOATTM e•.e•cru rrnNER suPPORTs SER SILL(29060) — —— 40 LF 15"RCP O 0.50%. - � � T285.67 6"0 CORRUGATED PERFORATED
Color Chun Link FEamew�ork FIBt TOP sLA. I
FES 317' PLASTIC PIPE i o
3.3V.4-5-6 rt.RaddeewR INV 2&5.62 INV OUf 2&5.82 C 3
( ) ( ) PVC HUB INLET SWING CHECK o
(4 IL sho-) vm+, as CAU DR I'�-FAB INV IN(285.92)
BACKWATER VALVE 2B3M SHWT
VEDt OIEST(490AN 4.68' CRC BED( it
(WATERPROOFED) BIORETENTION XSECTION DETAIL
r
6••mIR11M�1FH PERMATED NTS D
R� PIAfT.:PSE 11IDF..RAR( lM
ten... ,•• Y; 40 LF TS"RCP I(N N I..,
' NOTES TIE CONTROL STRUCTURE TO TO FES 1.0' 4A -HDUYANCY FOOTENG
-te r (4A'L X 4D'V X LIYH) O
FOOTING WITH N6 R®AR FROM NN pD MBA* 3p00 PSI CONC.V/N4 REBAR t 16' o DATE
FCIIfBG(9'PEEP NDTJ IN EVERY
OTHER CMl CELL•GROUT SOLID TO O.C.BOTH DIRECTMNS 5
TTP OF C13NTRR STRICTURE BTTN(284se)
INSTALL 9 GAUGE LADDER VIRE 06/30/15
O
i ALTNG EVERY OTHER COURSE OF CIU. DRAWN BY
_., RISER STRUCTURE 001 DETAIL A BARBEAU
• DES-ED By
A BARBEAU
CHECKED BY
R.BAKER
• • SCALE
AB1ER16TAA' -� � PER PLAN
TYPE R7-8 RESERVER TYPE R7-8 RESERVED '
PARKING SIGN PARKING SIGN
f-12=—{ o=
"I'LL VAN ACCESSIBLE
AS SHOWN ON PLANS
.t ...... C,ir f3L
-� fi' ESQ E. a 5
z
..(O 6�DRYP'• •jj((\ •5'DRtiP .�"BROP � :6" V
IN 6u.. .•'1.(17�< JN'6' IN.6 a IM 6' HFSELT VED z J `�
.. .
..�. 'rl-- • 1! •.Y" •Vj1LKWAY I :HRKITJG BZ=Br, I"F O Q i
a a •.. �.'. `• '..4 SIGN APPROVED FOR USE
o A. .a, .. ` ;1. 4 •' '. �.. UNDER GENERAL STATUTE 20.37,6 Z LU
6'-0' S'MIN 6'-0' 6'-0 5'MIN 6'-0'
DDLoes z Z 0 a
LEGEND AND HR(nER-GREEN
7-6=-V-
4'STRIPE PAINTED 4' STRIPE PAINTED I `'- BACKGRI]UN -OVP07EUE BACKGROUND J Z
12'STRIPE PAINTED TRAFFIC WHITE 12'STRIPE PAINTED 1 a
TRAFFIC WHITE
TRAFFIC WHITE TRAFFIC WHITE w n`s
z Y
T3Fs -SIGN R7 ED E E
LEGEND A BR(II -GREEN V/ W e T
a
BACKGROUND V §F,K F
D-WHITE F- °D
I�1 (D 6 9
24' 24' Lu 'WD U ,6
Lu
(� a
0 d
0� 0� J
O J
0 0
0
8.00' 5.00'
13.00'
t °§
� SE
ACCESSIBIE PARKING DETAIL (NON—VAN) STANDARD FOR VAN ACCESSIBIE PARKING DETAIL HANDICAP ACCESSIBILITY SIGNS
NOT 7D SOME NOT TO SCALE MT TO SCALE � e
O
°
PRELIMINARY
37931
NOT FOR CONUC710N
SIRSHE ND
(11 MAY 2016) C8.0 6

r
CARp���/.,'''-
nlTx«sm �,RE P� w� SEEDBED PREPARATION - -
ENSAF EN1R41I¢s ugn.
....x...
SmaFNr wTs 1.) CHISEL COMPACTED MEAS AND SPREAD TOPSOIL 3 INCHES �e
I&
04flt ADVERSE SOIL CONDITIONS IF AVAILABLE - E
L T � a.Rx..:x ...... D
'Y-S STONf NURSED TMEFWa wet cone x
Yv e.cx nr cove....... ox
J0 TT) cT. efl' wtw8lc TE wlftK ROAa - - `Fr 2) PoP THE ENTRE AREA 10 6 INCHES DEPTH. WI
:PAo x PRTN�W OR
�N - a) REMOVE ALL LOSE Rod(.ROOTS.AND OTHER oesTRUGnaNs 1 07/0.5/16
LEAVING SURFACE REASONABLY SMOOTH AND UNIFORM.
s+uuE me�RIACaN>rr wTm FRFsf sNNE SUPERPHOSPHATE
4,) APPLY AGRICULTURAL UMF,FERTIUZER•AND UNIFORMLY AND
FRFNIT VIEW MIX WITH SOIL(SEE BELOW). E
I PLAN VIEW oe� vmx e,sw O�C INCHES
REASONABLY UNIFORMAGE SEEDBED WELL-PULVERIZED.
PREPIARED 4�TO a E
PLAN VIEW BEJEP SEED ON A FRESHLY PREPARED SEEDBED AND COVER AFTER n
NEw � SEEDING. SEED LIGHTLY VATH SEEDING EQUIPMENT OR CULRPACK rn;
FNunw ,�-- Jr 16 1RL -\ ..es tss. vE�YlD snwalsT oxosxrLr 7.) MULCH IMMEDIATELY AFTER SEEDING AND ANCHOR MULCH. C V ry
\ fl INSPECT ALL SEEDED AREAS AND MANE NECESSARY REPAIRS
Humus®wlsrrro s[vnagr[FN`MTTewuFfMDNu ,IN �xa ¢xF w OR RESEENNGS WITHIN THE PLANTING SEASON,IF POSSIBLE.IF p o m O
••�� - .rooq EAnrE sacs McereE wv�®sw+nwrxoor,wu.TEVDENT i STAND SHOULD BE OVER 00%DAMAGED,REESTABLISH FOLLOWING u t m 6
.. • xmm WxwuDrt Tmw xuF cr srtxE aunLT Is mrosn. s i"ITBAR RSArora_'ISEn ENr AFTEREAlsroRw EVENT,sEN.EM ORIGINAL TIUZflR AND SEEDING z. Rsu¢smc¢x¢Tm m FHsx¢rAwA,mixc OR UNE.FER RATES u v= rya
•\ AeRc IIrICWn xlEr rnwrx+cu�lNwr RmnscrionoFVK Es.RVRl slow THE Awa S. CONSULT CONVERSATION CE INSPECTOR ON MAINTENANCE �+
`F s awr 0 TNEATMENT AND FERTILIZATION AFTER PERMANENT COVER IS o m 0 F
CROSS SECTION fee"R`w'� cxe ESTABUSMm.
O g
SECTION VIEVAPPLY.AGRICULTURAL UMESRTNE-2 TONS/ACRES(3
TONS/ACRE IN WY SOILS)
FERTILIZER-1,000 lbR./ACRE-10-ID-10
)LSI N�I'V C"OLt OUNT1 CFrn�VE RIPERPNOSPHATE-300 b./ACRE-2=ANALYSIS a,
„....` STANDARD CONSTRUCTION ENTRANCE - STANDARD SILTPEINCE OUTLET - STANDARD GRAVEL BAG CURB INLET PROTECTION MULCH-2 TONS/ACRE-SMALL GRAIN STRAW
ANOTHER-ASPHALT EMII-SION O 3ITo GALS. ACRE Q
EFFECTIVE.OV /OB EFPECfiVE.01/lila EFFECTNE 01/11NB / t- l'
O
IA81-0'H4XINUN� WAKE COUNTY CONSTRUCTION SEQUENCE O ?�
10 - 1.SdraW Pixen.trwlbn mrt.rePennN,0 wM MW EdOwn AM ErFO
��YYwww!!!1lT-�!!�CCC CMrla FMq M19-AE--07®. ObM a bM bmMrp R
PSTALLID TOASECOIA 2 bwmp.roam mMtq Risesulw iA.ad m tlro wpm e�veron emtrvl Mon o:
��}M1� } b 4' m. 0.418LWMiE Wp -,/Y CAufY m rtrort C-4.1. Llwv arNY m neawswy m mrtMl Vroom aMcw. SW
war, tMMlormr comtrvrlmn. WW
-PmM1on
�V�� x w,w L .ft.ib4FTFc rox aaaucx,a♦aTincaNc aeTn.ucE F. .�.31I- :I®Igp._ce w^+ tel IrwpsAvr vM vGmin v CertRbete v1 Cvmp_ s O
\ T 16F Ip^•' 4.BKYi rbFq an0 1FVNNn9.MOMdn NAcx a neaM.Rm0 IIr— a
Q o
5.m -Twrq.OMenbn M EDP el ebpe m cert eNe d S CAN
mep.Hy.Its Ci25
FRONT VIEW watbng w wNMwwE m reP.re.Nab'Balbr.
06/30/15
MEL
6. iNe[cmlrob,a.tlNrun[M 4me vnrd tM1w appravM rr,esws oa.Mewl m O OR—BY
rR' - 1M,S T Wv.Ew wRF FxMac me pan.eyro ccn.wampJR& P.BARSEAU
i. V8 AT rv(cE RLY rAZN mM+InE IAEA Ir str mIa rreww 7. Ty ue.mm won am.loP.amn.m..ww....r
oafs Nor pGEEOlTldn4TFn�nu." N ma wnM and gattw naw e.m YMdl.d.
NFEOm N LL SnPE B.546ize b s umn we bm R m m Tn grade w1Vi ve Irt , DESIGNED e•.
Y PRDVDE S10PAR W1JAE Fdt 11E NExi RN! 26 •• P.BARBEAU
YFL J RIME PRSSIAE tl:i11E9LT Per M.dYeM1 InaNA efr.SeM eM mulM d.wtled areas NU(n R18s�
ays N.sets
s + rN H
R�v,[Fiin oa x® �>QDM A ante s-t..,... F41DE ..v (15)ops a cangWon of wH Moms ei Yrs Pralen.
_ A.wl.,,m,.I,,,a;a„:mmpld.sad m wem we rtaM1a�:.e wwpl.ry. • <HECKED Br
v NNwu OYER ml comae.PMMA Gy tom • R.BAKER
u mutvNavA OWR SOR. wMiwwrprtvl mql�.
�vrodiw.r n'�wnmas of _ 2 Ql� AS 10 N�w mprw.d.Fese w etdw6e Ews arwesdimmt • • SCALE
e mrw .vc wwesR ow�xrw wuwww. n4 etc au[ nY rW4q c
2'-0' �RRdnMy P.rwesw woman eaneml dFvks(w,en a vrtaary arPm.) PER PLAN
SIDE VIEW rt,wa w Amba mw .
OT "i} V 1 f.NIRn•s9NOVon M Drvnr a[aR1T1M1M.mR Rvr Mol R Ir�ys tim Ey
iwz wRiwsia �_ aaa
-„!DE RD STU1r4TER BASIN STANDARD BAFFLES Df STANDARD TEMPORARY SILT FENCE
:El :
TEC TSVE:01:,108 OwETMs d Cer�prtbn
SEEDING SCHEDULE
(IEV1gR 1-1-06) li a
CHANNEL INSTALLATION ue SHOULDERS,SIDE DITCHES,SLOPES(MAX 3:1)
/
�w_
DATE TYPEPUJIRMC RALEABO 15-MDV 1 TAI FESMI NOV 1 -MAR 1 TAI FFSOIE 300 LBS/ADE `F
k ARNTID R1E ?3 IJs/ACRE ;b o
L NORTH •:-:.n: :: (wAw - ��•�_ MAR 1 -ARR 15 TAI FESCUE .300 LBS/AO E Z c
UPR 15-JN 30 HUM COMMON SERMUDAGRASS 25 LBS/AdE c
i AMERICAN •� 0 JUL1 -"15 TAI FESCUE AND 120 LBS/AORE O O w
GREEN 4�I G-
9 -BROTNTW MILLET 15185/ACRE
°ied"e0i •• O� -OR SORGHUM-SUDAN HYBRIDS JO Les/ACRE
gprcnte.a :::-Y.M$
1480 HIGHWAY 41 NORTH HZ
3
EVANSYILLE N 4>T]b — 1v a0 SLOPES(3:1 TO 21) Q g
sE'r�m�g�e01° _- — - ^�^.r. :• ,AIML,T.T4� �,�,��� MAR 1 -JM T SWCEA IESPEDEIA(SCAIEm) 90 IBS/ROE �
_- •{'• (MAR 1-APR 15) ADD TML FESIX IM UBS/ACRE Z a'
0. I (lo d- MU':.•:.
(MAR 1-JAI 30 OR ADD WEEPING IOWQt/s; 10 IBS/ADE Q Z p�
—_ (Milt 1-AM 30 OR AID HULLED COMMON SEAMDAORASS 25 IBS/MR J 0 C w