20191696 Ver 1_PCN Form Submission (2)_20191210

DWR
Division of Water Resources
Pre -Construction Notification (PCN) Form
September 29, 2018 Ver 3
Initial Review
Has this project met the requirements for acceptance in to the review process?*
r Yes
r No
Is this project a public transportation project?*
C Yes r No
Change only if needed.
BIMS # Assigned
20191696
Is a payment required for this project?*
r No payment required
r Fee received
r Fee needed - send electronic notification
Reviewing Office *
Fayetteville Regional Office - [phone]
Information for Initial Review
1a. Name of project:
Winder Station/Vass Subdivision
1a. Who is the Primary Contact?*
Lauren Norris -Heflin
1b. Primary Contact Email:*
[e-mail]
Date Submitted
12/10/2019
Nearest Body of Water
unnamed tributary of Little River
Basin
Cape Fear
Water Classification
WS-III;HOW
Site Coordinates
Latitude: Longitude:
35.250536-79.280729
A. Processing Information
County (or Counties) where the project is located:
Moore
Is this project a public transportation project?*
r Yes r No
1a. Type(s) of approval sought from the Corps:
W Section 404 Permit (wetlands, streams and waters, Clean Water Act)
r Section 10 Permit (navigable waters, tidal waters, Rivers and Harbors Act)
1b. What type(s) of permit(s) do you wish to seek authorization?
* Nationwide Permit (NWP)
* Regional General Permit (RGP)
7 Standard (IP)
Version#*
1
What amout is owed?*
IT $240.00
r $570.00
Select Project Reviewer*
Chad Turlington:eads\ccturlington
1c. Primary Contact Phone:*
[phone]
V

1c. Has the NWP or GP number been verified by the Corps?
r Yes r No
Nationwide Permit (NWP) Number: 29 - Residential Developments
NWP Numbers (for multiple NWPS):
1d. Type(s) of approval sought from the DWR:
W 401 Water Quality Certification - Regular r 401 Water Quality Certification - Express
r Non-404 Jurisdictional General Permit r Riparian Buffer Authorization
r Individual Permit
le. Is this notification solely for the record because written approval is not required?
For the record only for DWR401 Certification: r Yes r No
For the record onlyfor Corps Permit: r Yes r No
1f. Is this an after -the -fact permit application?*
r Yes r No
1g. Is payment into a mitigation bank or in -lieu fee program proposed for mitigation of impacts?
r Yes r No
1g. Is payment into a mitigation bank or in -lieu fee program proposed for mitigation of impacts?
r Yes r No
Acceptance Letter Attachment
1h. Is the project located in any of NC's twenty coastal counties?
r Yes r No
1j. Is the project located in a designated trout watershed?
r Yes r No
B. Applicant Information
1d. Who is applying for the permit?
W Owner r Applicant (other than owner)
le. Is there an Agent/Consultant for this project?*
r Yes r No
2. Owner Information
2a. Name(s) on recorded deed:
CW Land Development, LLC
2b. Deed book and page no.:
4696,436
2c. Responsible party:
2d.Address
Street Address
PO Box174
Address Line 2
City
Olivia
Postal / Zip Code
28368-0174
2e. Telephone Number:
[phone]
2g. Email Address:*
[e-mail]
4. Agent/Consultant (if applicable)
4a. Name:
Lauren Norris -Heflin
State / Province / Region
NC
Country
USA
2f. Fax Number:
[phone]

4b. Business Name:
Timmons Group
4c.Address
Street Address
5410 Trinity Road
Address Line 2
Suite 102
City
Raleigh
Postal / Zip Code
27607
4d. Telephone Number:
[phone]
4f. Email Address:*
[e-mail]
Agent Authorization Letter*
Sig nedAgentFo rmC W La nd. pdf
State / Prmince / I3gion
NC
Country
USA
4e. Fax Number:
306.99KB
C. Project Information and Prior Project History C^U
1. Project Information
1b. Subdivision name:
(if appropriate)
1c. Nearest municipality/ town:
Vass, NC
2. Project Identification
2a. Property Identification Number: 2b. Property size:
951411662337 26.1
2c. Project Address
Street Address
355 Main Street
Address Line 2
Cty
State / Province / legion
Vass
NC
Postal / Zip Code
Country
28394
USA
3. Surface Waters
3a. Name of the nearest body of water to proposed project:
unnamed tributary of Little River
3b. Water Resources Classification of nearest receiving water:*
WS-III;HQW
3c. What river basin(s) is your project located in?*
Cape Fear
3d. Please provide the 12-digit HUC in which the project is located.
030300040308
4. Project Description and History
4a. 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 proposed site encompasses approximately 26.1-acres and is located at 355 Main Street, within the Town of Vass, in Moore County, North Carolina. The project site is a single
phase with no additional phases. The project site is currently comprised of forested land. It is bound to the north, south, east, and west by low density residential and forested land
Per review of the USGS 7.5-Minute Topographic Mapping for the area, an unnamed tributary of the Little River is located immediately off -site to the north of the project site. No portion
of this tributary was noted on -site during the delineation or Jurisdictional Determination site visit. However, two forested wetland areas are located within the northern portion of the
project site and along the northern boundary, in the vicinity of this reported stream location.
The project site is located within the Cape Fear River Basin (I2-digitHUC 030300040308), and drains to the north-northeast toward an unnamed tributary of the Little River. This
unnamed tributary drains southwesterly into the Little River, which is classified as a High Quality Water (HQW). According to FEMA FIRM #3710951400J (effective 10/17/2006), the
project site is located within Zone Xand is therefore not located Within the 100-year floodplain or regulatory floodway.
A wetland delineation was completed by Timmons Group on September 25, 2018. Confirmation of the delineated boundaries was received from Ross Sullivan of the USACE on October
18, 2018. No Action ID was assigned to the site.
4b. Have Corps permits or DWR certifications been obtained for this project (including all prior phases) in the past?*
r Yes r No r Unknown
4d. Attach an 8 1/2 X 11 excerpt from the most recent version of the USGS topographic map indicating the location of the project site. (for DWR)
Figure 1 - VIC.pdf
472.09KB
4e. Attach an 8 1/2 X 11 excerpt from the most recent version of the published County NRCS Soil Survey map depicting the project site. (for DWR)
Figure 5 - NRCS.pdf 573.79KB
4f. List the total estimated acreage of all existing wetlands on the property:
1.59
4g. List the total estimated linear feet of all existing streams on the property:
4h. Explain the purpose of the proposed project,*
The purpose of the project is to construct a single-family residential subdivision with community cohesion and the necessary amenities within the eastern section of Moore County.
4i. Describe the overall project in detail, including indirect impacts and the type of equipment to be used:*
The proposed residential development, known as Winder Station, will consist of 70 single-family lots and amenities in addition to roadway, stormwater control measures (SCMs), and
utility improvements (i.e. public water supply and sanitary sewer alignment). The project is located to the west of Union Church Rd. and to the north of highway U.S. 1. In addition, the
project requires connection to existing utility easements that are located offsite.
Due to grading requirements, three (3) of the proposed lots are expected to permanently impact a total of 0.03-acres of palustrine forested (PFO) wetland area onsite. The attached
Construction Drawings and Impact Maps include the specific details of the proposed construction.
Additional impacts to waters of the U.S. are not proposed. The proposed project is a single and complete project with appropriate land use control measures in place for specific areas
which require them. Traditional equipment will be used consisting of front-end loaders, bulldozers, paving equipment, graders, and earth movers.
4j. Please upload project drawings for the proposed project.
Winder Station 2019-11-25.pdf 13.47MB
Figure 7 - WTIM.pdf 2.67MB
5. Jurisdictional Determinations
5a. Have the wetlands or streams been delineated on the property or proposed impact areas?*
r Yes
r No
Comments:
Delineation completed by Timmons September 2018
5b. If the Corps made a jurisdictional determination, what type of determination was made?*
r Preliminary r Approved r Not Verified r Unknown r N/A
Corps AID Number:
SAW-2018-02018
5c. If 5a is yes, who delineated the jurisdictional areas?
Name (if known): George Buchholz
Agency/Consultant Company: Timmons Group
Other:
O Unknown
5d. List the dates of the Corp jurisdiction determination or State determination if a determination was made bythe Corps or DWR
Ross Sullivan of the USACE emailed George Buchholz on 10/18/18 stating '[ajfter reviewing the preliminary jurisdictional determination request package, I have determined that the
delineation map that you provide to me on 10/5/2018 entitled "Figure 6: Wetlands and Waters of the U.S. Delineation Map" accurately depicts the approximately limits of any potentially
jurisdictional WoUS within the project area."
5d1. Jurisdictional determination upload
10.18.18 - USACE Emailed Delineation Confirmation. pdf 172.51 KB
6. Future Project Plans
6a. Is this a phased project?*
r Yes r No

Are any other NWP(s), regional general permit(s), or individual permits(s) used, or intended to be used, to authorize any part of the proposed project or related activity?
D. Proposed Impacts Inventory
1. Impacts Summary
1a. Where are the impacts associated with your project? (check all that apply):
W Wetlands r Streams -tributaries
r Open Waters r Pond Construction
2. Wetland Impacts
r Buffers
2a1 Reason (?) 2b. Impact type*(?) 2c. Type of W.* 2d. W. name * 2e. Forested* 2C Type of 2g. Impact
Jurisdicition*(?) area
grading
P
Small -Basin Wetland
A
Yes
Corps
0.025
(acres)
grading
P
Headwater Forest
B
Yes
Corps
0.004
(acres)
2g. Total Temporary Wetland Impact
0.000
2g. Total Wetland Impact
0.029
2h. Comments:
E. Impact Justification and Mitigation
1. Avoidance and Minimization
2g. Total Permanent Wetland Impact
0.029
1a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing the project:
Impacts to jurisdictional features have been avoided and minimized to the maximum extent practicable by incorporating resourceful site planning,
including the utilization of the wetland delineation to adjust the layout to avoid and minimize impacts. Avoidance and minimization measures were also
accomplished during the design phase of the project. The proposed impacts are required in order to meet the minimal number of lots and lot sizes per
zoning requirements to make the project viable. The proposed development was designed to maximize open, unimpaired space within and in the
immediate vicinity of the delineated wetlands.
1b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques:
Proper sedimentation and erosion control methods will be utilized during all phases of construction and installation as described in accordance with
the requirements of the North Carolina Department of Environment and Natural Resources: Erosion Control Planning and Design Manual (May 2013)
and local codes. All work will take place during dry conditions and can be facilitated from high, non -jurisdictional, stable ground. The contractor shall
install silt fence, inlet protection, sediment traps, diversion ditches, temporary coffer dams, tree protection, clearing only as necessary to install
devices. All erosion and sediment control measures will be checked for stability and operation following every runoff producing rainfall, but in no case
less than once every week. Any needed repairs will be made immediately to maintain all measures designed. An erosion control inspections report is
required and will be kept by the owner's representative. Temporary seeding and permanent seeding plans are included to restore impacted areas.
The project will meet all relative requirements of Best Management Practices and Engineered Stormwater Control Structures as outlined through State
and Local Stormwater Rules. Measures will be taken to prevent oil, tar, trash, debris and other pollutants from entering the adjacent jurisdictional
features. Any excess excavated materials not utilized as back fill will be placed and contained within upland areas and permanently stabilized to
prevent erosion into adjacent jurisdictional features. Therefore, stockpiling of excavated material within jurisdictional waters of the U.S. will be strictly
prohibited as part of the construction of this project. All project construction activities initiated within jurisdictional waters of the U.S. will be carried to
completion in an expeditious manner to minimize the period of disturbance within the jurisdictional streams.
2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State
2a. Does the project require Compensatory Mitigation for impacts to Waters of the U.S. or Waters of the State?
r Yes
r No
2b. If this project DOES NOT require Compensatory Mitigation, explain why:
Compensatory Mitigation is not required as the proposed development will result in less than 0.1-acres of wetland impact.
F. Stormwater Management and Diffuse Flow Plan (required by DWR)
1. Diffuse Flow Plan
1a. Does the project include or is it adjacent to protected riparian buffers identified within one of the NC Riparian Buffer Protection Rules?
r Yes
r No
If no, explain why:
This site is located within the Cape Fear River Basin and therefore not located within an area subject to NC Riparian Buffer Protection Rules. Further, no streams were identified on -site.

2. Stormwater Management Plan
2a. Is this a NCDOT project subject to compliance with NCDOT's Individual NPDES permit NCS000250?*
r Yes r No
2b. Does this project meet the requirements for low density projects as defined in 15A NCAC 02H .1003(2)?
r Yes r No
2c. Does this project have a stormwater management plan (SMP) reviewed and approved under a state stormwater program or state -approved local government stormwater
program?
r Yes r No
2d. Which of the following stormwater management program(s) apply:
r Local Government R State
State Stormwater Programs
r Phase II
9 HWQ or ORW
r Coastal Counties
P Other Water Supply
Comments:
Additionally, although not identified as a state approved local government program, the Town of Vass has contracted a consultant to review stormwater plans to ensure they are
sufficient per local guidelines.
G. Supplementary Information
1. Environmental Documentation
1a. Does the project involve an expenditure of public (federal/state/local) funds or the use of public (federal/state) land?*
r Yes r No
2. Violations (DWR Requirement)
2a. Is the site in violation of DWR Water Quality Certification Rules (15A NCAC 2H .0500), Isolated Wetland Rules (15A NCAC 2H .1300), or DWR Surface Water or Wetland Standards or
Riparian Buffer Rules (15A NCAC 2B .0200)? *
r Yes r No
3. Cumulative Impacts (DWR Requirement)
3a. Will this project result in additional development, which could impact nearby downstream water quality?*
r Yes r No
3b. If you answered "no," provide a short narrative description.
The entire project is a single and complete project with appropriate land use control measures in place for specific areas which require them.
4. Sewage Disposal (DWR Requirement)
4a. Is sewage disposal required by DWR for this project?*
r Yes r No r N/A
5. Endangered Species and Designated Critical Habitat (Corps Requirement)
5a. Will this project occur in or near an area with federally protected species or habitat?*
r Yes r No
5b. Have you checked with the USFWS concerning Endangered Species Act impacts?*
r Yes r No
5c. If yes, indicate the USFWS Field Office you have contacted.
Raleigh
5d. Is another Federal agency involved?*
r Yes r No
5e. Is this a DOT project located within Division's 1-8?
r Yes r No
5f. Will you cut any trees in order to conduct the work in waters of the U.S.?
r Yes r No
5g. Does this project involve bridge maintenance or removal?
r Yes r No
5h. Does this project involve the construction/installation of a wind turbine(s)?'
r Yes r No
r Unknown

51. Does this project involve (1) blasting, and/or (2) other percussive activities that will be conducted by machines, such as jackhammers, mechanized pile drivers, etc.?
r Yes r No
5j. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical Habitat?
The United States Fish and Wildlife Service and North Carolina Natural Heritage Program data sources were used. The species listed by IPaC include:
red -cockaded woodpecker, American chaffseed, and Michau)(s sumac. No critical habitats are identified as being located within or in the vicinity of the
project area.
The red -cockaded woodpecker's habitat includes pine trees 60 years or older. American chaffseed's habitat includes open, moist pine flatwoods and
fire -maintained savannas with sandy, moist to dry soils. Michaux's sumac prefers disturbed open areas or edges. Based on these habitat descriptions
and habitat observed on -site, it is the opinion of Timmons Group that the proposed action will have no effect on protected species. Timmons Group
initiated consultation with the USFWS Raleigh Field Office on November 27, 2019 to verify this no effect determination. If comments are received prior
to the completion of this PCN, they will be forwarded on immediately.
NCNHP does not indicate the presence of any of the species mentioned above within a one -mile radius of the project area.
Consultation Documentation Upload
11.25.19_IPaC Species Report.pdf 195.04KB
11.25.19_NCNHP Species Report.pdf 1.12MB
Winder Station T&E Review Package (PN 38790).pdf 5.04MB
6. Essential Fish Habitat (Corps Requirement)
6a. Will this project occur in or near an area designated as an Essential Fish Habitat?*
r Yes
r No
6b. What data sources did you use to determine whether your site would impact an Essential Fish Habitat?*
NOAA's Essential Fish Habitat Mapper - https://vmw.habitat.noaa.gov/application/efhmapper/indexhtml
..habitat.noaa.gov/application/efhmapper/indexhtml
7. Historic or Prehistoric Cultural Resources (Corps Requirement)
7a. Will this project occur in or near an area that the state, federal or tribal governments have designated as having historic or cultural preservation status?*
r Yes
r No
7b. What data sources did you use to determine whether your site would impact historic or archeological resources?*
The data used comes from the cultural resources database at the North Carolina Office of State Archeology (OSA). Per a cultural resources review,
the proposed project should not adversely affect historic resources due to the absence of listed resources within the project area. Further, the
proposed development should not significant alter the setting of the surrounding area.
7c. Historic or Prehistoric Information Upload
Winder Cultural Report - Jay 12.09.19.pdf 517.96KB
Architectural Resources_1-mile.pdf 190.38KB
Architectural Resources 1-mile spreadsheet.pdf 62.87KB
8. Flood Zone Designation (Corps Requirement)
8a. Will this project occur in a FEMA-designated 100-year floodplain?*
r Yes
r No
8c. What source(s) did you use to make the floodplain determination?*
Upon review of the FEMA Flood Insurance Rate Map #3710951400J (effective 10/17/2006), the site is located within Zone X Area of Minimal Flood
Hazard. Therefore, the site is located outside of the 100-year floodplain and the regulated floodway.
Miscellaneous
Comments
Miscellaneous attachments not previously requested.
Figure 2 - HUC.pdf 3.61 MB
Figure 3 - EIM.pdf 3.65MB
Figure 4 - Parcel Map.pdf 588.39KB
Figure 6 - WTDM.pdf 4.27MB
Signature
W By checking the box and signing below, I certify that:
• I have given true, accurate, and complete information on this form;
• I agree that submission of this PCN form is a "transaction" subject to Chapter 66, Article 40 of the NC General Statutes (the "Uniform Electronic Transactions Act");
• I agree to conduct this transaction by electronic means pursuant to Chapter 66, Article 40 of the NC General Statutes (the "Uniform Electronic Transactions Act");
• I understand that an electronic signature has the same legal effect and can be enforced in the same way as a written signature; AND
• I intend to electronically sign and submit the PCN form.
Full Name

Lauren Norris -Heflin
Signature
Date
12/10/2019

r
TIMMONS GROUP
YOUR ViSiON ACHIEVED THROUGH OURS.
AGENT AUTHORIZATION and
PROPERTY OWNER CERTIFICATION FORM
All Blanks to be Filled in by Current Landowner
The Department of the Army NCDENl2. — Division of Water Resources
US Army Corps of Engineers 401 & Buffer Permitting Unit
Wilmington District 1650 Mail Service Center
PO Box 1990 Raleigh, NC 27699-1650
Wilmington, NC 28402-1890
To Whom It May Concern_
I, the undersigned, current property owner designate and authorize representatives of Timmons Group,
Inc., to act on my behalf as my agent in the processing of permit applications, to furnish upon request
supplemental information in support of applications, etc., from this day forward.
This the 30 day of Se to ember, 2018_
(number) (Month) (Year)
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
the property herein described for the purpose of conducting on -site investigations and issuing a
determination associated with Waters of the U.S. subject to Federal jurisdiction under Section 404 of the
Clean Water Act and/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: Vass Mixed Use Location: 0 Fire Lane, Vass, NC 288394 /
Property Owner's Name (Print):,/--' W ,�
Property Owner's Signature: yj'/I_,,,,, 46V I
Property Owner's Mailing Address:
Property Owner's Telephone: �C Fax No_ I{,0 VJS:-�424"
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U.S.G.S. QUADRANGLE(S):DATE(S):WATERSHED(S):HYDROLOGIC UNIT CODE(S):
TIMMONS GROUP JOB NUMBER:PROJECT STUD Y LIMIT S:LATITUDE:LON GIT UDE:
VASS SUBDIVISIONMOORE, NORTH CAROLINAFIGURE 1: VICINITY MAP
38790
35.250536 -79.280729
26.01 ACRES NIAGRA & VASS2016
03030004CAPE FEAR RIVER BASIN
These plans and associated docum ents are the exclusive property of TIM MONS GRO UP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not limited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP.
Path: R:\805\38790 - Vass Subdivision\GIS\Common Shared Exhibits\38790-VIC.mxd
5
0 1,000 2,000 3,000 4,000Feet
Site limits are approximate.Topographic imagery from USGS.
Site Limits
^_
03020201
03030002
03020203
03030003
03040103
03030004
03040104
03030006
03030007
03040203
03030005
03040201
03040204 Legend
^_Site Marker
Cape Fear River Basin
Hydrologic Unit Code
DRAWING DESCRIPTION
PROJECT NAME & LOCATION
SHEET NUMBERSCALE
1
DATE 09/21/2018
DESIGNED BY / DRAWN BY
PROJECT NAME
A. MEHFOUD
VASS SUBDIVISION
FIGURE 2:HYDROLOGICUNIT CODE MAP
REVISIONS
MM/DD/YY#DESCRIPTION
These plans and associated documents are theexclusive property of TIMMONS GROUP andmay not be reproduced in whole or in part andshall not be used for any purpose whatsoever,inclusive, but not limited to construction, bidding,and/or construction staking without the expresswritten consent of TIMMONS GROUP.
PROJECT NUMBER38790VASS SUBDIVISIONTHIS COUNTY,VIRGINIA1001 Boulders Parkway, Suite 300Richmond, VA 23225TEL [phone]www.timmons.com[
PLANS PRINTED AS 11X17 ARE HALF SCALE03 6
Miles
R:\805\38790 - Vass Subdivision\GIS\Common Shared Exhibits\38790-HUC.mxd
NOTES:Site marker is approximate.HUC from USGS.Topographic basemap fromEsri Online.
H:1 " = 3 Miles
Mai
n St
West St Pi
n
e
St
Seaboard StUS 1 BypassNorth AveScott Ave
US1BypassBrewer Ave
H igh la nd A veSmith StSouth StUS 1 BypassFire Ln
Johnson StFuB
GhB
VuD
VuB
CaC
Bb
FaB
AeB
GhB
AeD
AeD
Legend
Project Study Limits - 26.0 Acres
National Hydrography Dataset
National Wetlands Inventory
Hydric Soil Classification
All Hydric
Partially Hydric
Non Hydric
DRAWING DESCRIPTION
PROJECT NAME & LOCATION
SHEET NUMBERSCALE1
DATE 09/21/2018
DESIGNED BY / DRAWN BY
PROJECT NAME
A. MEHFOUD
VASS SUBDIVISION
1 " = 100 'H:
FIGURE 3:ENVIRONMENTALINVENTORY MAP
REVISIONS
MM/DD/YY#DESCRIPTION
These plans and associated documents are theexclusive property of TIMMONS GROUP andmay not be reproduced in whole or in part andshall not be used for any purpose whatsoever,inclusive, but not limited to construction, bidding,and/or construction staking without the expresswritten consent of TIMMONS GROUP.
PROJECT NUMBER38790VASS SUBDIVISIONMOORE COUNTY,NORTH CAROLINA1001 Boulders Parkway, Suite 300Richmond, VA 23225TEL [phone]www.timmons.com[
PLANS PRINTED AS 11X17 ARE HALF SCALE0100200
SCALE (FEET)
R:\805\38790 - Vass Subdivision\GIS\Common Shared Exhibits\38790-EIM.mxd
NOTES:Project Limits areapproximate.NWI from US Fish andWildlife Service.Soils data from SSURGO.National HydrographyDataset from USGS.Aerial imagery from NCOneMap.
Ma puni t S ym bol Ma puni t Na m eAeBAiley loamy s and, 2 to 8 perc ent s lopesAeDAiley loamy s and, 8 t o 15 perc ent s lopesBbBibb loam, 0 t o 2 perc ent s lopes , frequent ly floodedCaCCandor s and, 4 t o 12 perc ent s lopesFaBFuquay loamy s and, 0 t o 6 perc ent s lopesFuBFuquay-Urban land c omplex , 0 t o 6 perc ent s lopesGhBGilead loamy s and, 2 t o 8 perc ent s lopesVuBVaucluse-Urban land c omplex , 2 t o 8 perc ent s lopesVuDVaucluse-Urban land c omplex , 8 t o 15 perc ent s lopes
Moore County S oi l s
U.S.G.S. QUADRANGLE(S):DATE(S):WATERSHED(S):HYDROLOGIC UNIT CODE(S):
TIMMONS GROUP JOB NUMBER:PROJECT STUD Y LIMIT S:LATITUDE:LON GIT UDE:
VASS SUBDIVISIONMOORE, NORTH CAROLINAFIGURE 4: PARCEL MAP
38790
35.250536 -79.280729
26.01 ACRES NIAGRA & VASS2016
03030004CAPE FEAR RIVER BASIN
These plans and associated docum ents are the exclusive property of TIM MONS GRO UP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not limited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP.
Path: R:\805\38790 - Vass Subdivision\GIS\Common Shared Exhibits\38790-ParcelMap.mxd
5
0 280 560 840 1,120Feet
Site limits are approximate.Topographic imagery from USGS.
Weaver and Thomas Partnership951411662337
U.S.G.S. QUADRANGLE(S):DATE(S):WATERSHED(S):HYDROLOGIC UNIT CODE(S):
TIMMONS GROUP JOB NUMBER:PROJECT STUD Y LIMIT S:LATITUDE:LON GIT UDE:
VASS SUBDIVISIONMOORE, NORTH CAROLINAFIGURE 5: NR CS SOIL SURVEY MAP
38790
35.250536 -79.280729
26.01 ACRES NIAGRA & VASS2016
03030004CAPE FEAR RIVER BASIN
These plans and associated docum ents are the exclusive property of TIM MONS GRO UP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not limited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP.
Path: R:\805\38790 - Vass Subdivision\GIS\Common Shared Exhibits\38790-NRCS.mxd
5
0 450 900 1,350 1,800Feet
Site limits are approximate.Soils from NRCS web soil survey.
Site Limits
DRAWING DESCRIPTION
PROJECT NAME & LOCATION
SHEET NUMBERSCALE1
DATE 09/24/2018
DESIGNED BY / DRAWN BY
PROJECT NAME
A. MEHFOUD
VASS SUBDIVISION
AA
gM/gM/
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!(A
!(B
FDS-30A1-2FDS-30A1-3
30A1-2 30A1-4
30B1-2
30B1-5
30B1-7
30B1-10 /PFO-30C1-1
30B1-14
30B1-16
30B1-18
30B1-19
30C1-2
Mai
n St
US1BypassBrewer Ave North AveUS 1 BypassSmith StUS 1 BypassSeaboard StSouth StH igh la nd A veFire Ln
Johnson St3563523513503363313303
2
9328327326320319312310309308307306305303302301300299298297296295294
3 4 5344343
342341340339338316315313311304
35
5
353
3
4
6
32532432332232131832 9328
32 4
320330325323 331
326299298297296295300293320
3
1
7 3213183413
4
03
3
9
3
3
7305302 3
4
0
3
3
8
307
306 2982
9
7 323322354
3
4
9
3 4 8
34
7
3373353
3
4
333 33231731 4
3
3
8
3571 " = 100 'H:
FIGURE 6:WETLANDS ANDWATERS OF THEU.S. DELINEATIONMAP
REVISIONS
MM/DD/YY#DESCRIPTION
These plans and associated documents are theexclusive property of TIMMONS GROUP andmay not be reproduced in whole or in part andshall not be used for any purpose whatsoever,inclusive, but not limited to construction, bidding,and/or construction staking without the expresswritten consent of TIMMONS GROUP.
PROJECT NUMBER38790VASS SUBDIVISIONMOORE COUNTY,NORTH CAROLINA1001 Boulders Parkway, Suite 300Richmond, VA 23225TEL [phone]www.timmons.com[
PLANS PRINTED AS 11X17 ARE HALF SCALE0100200
SCALE (FEET)
R:\805\38790 - Vass Subdivision\GIS\WTDM\38790-WTDM.mxd
1. Waters of the U.S. within theproject study limits have beenlocated using submeter, BluetoothGPS antennas by TimmonsGroup.2.Waters of the U.S. have notbeen confirmed by the U.S. ArmyCorps of Engineers.3. Project limits are approximate.4. Topography based on USGSLiDAR.5. Cowardin StreamClassifications are based solelyon field observations. No formalStream assessment methodologywas completed to determine theseCowardin Classifications.Legend
Project Limits - 26.01 Acres
")X Stream Identifier
!(X Wetland Identifier
g
M/Wetland Flag
A Field Data Station
Palustrine Forested (PFO) W etlands
Topograp hic Contours
Major - 10 Feet
Minor - 1 Foot
PFO(s q ft)PSS(sq ft)PEM(s q ft)POW(sq ft)R3(lf)R4(lf)R6(lf)Ditc h(lf)A 1,086 NT/V
B 68,068 NT/V
Tota l 69,153 0 0 0 0 0 0 0
* T=Tidal; NT=Non-tidal; V=Vegetated; NV=Non-Veget ated; PFO=Palustrine Fores ted W etland; PSS=Palus trine Scrub-Shrub W etland; PEM=Palustrine Emergent W etland; POW = Palustrine Open W at er; EIW = Es tuarine Intertidal W etlands; R3= Upper Perennial Streams ; R4=Intermittent Streams; R6 = Ephemeral Streams
Res ource Identific ation
Confirma tion Res ourceDescriptionNotes*
Tota l W e tla nd Are a =
Tota l Stre a m Le ngth =
69,153 sq ft
0 lf
1.59 a c
D
D DDDDDDDDDD
D
D
D DD
D DDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDD
DDDDDDDDDDDDDDOL
DOLDOL
DOL
D
O
L
D
O
L
DOLDOL DOLDOLDOLDOLDOLDOL
DOL
DOLDOL DOL DOL
DOL
DOL
DOLDOLDOLDOLDOLDOLDOLDOLDOLDOLDOLDOLDOLDOLDOLDOLDOLDOLDOLDOLDOLDOLDOLDOLDOLDOLDOLDOLDOL
DOL
DOL
DOLDOLDOLDOLDOLDOLDOLDOLDOLDOLDOLDOLDOLDOLDOLDOL DOL!(1
!(2
357356314308305304315309306300297316303301299336
3 2 7
337328338335
3
3
933
1332
329317310311
3 0 7
3293233
4
0339
337321317
2972933
0
0
299296294323321353
3 4 9
334
3333
3
0
326325
324322320
313
312302328
3
3
8
332305 3
4
0
298306 Mai
n St
US1 BypassNorth AveBrewer AveSmith StSeaboard StSouth StH ighla nd A veFire Ln
US1BypassJohnson StPath: Y:\805\38790 - Vass Subdivision\GIS\WTIM\38790-WTIM.mxdLegend
Project Study Limi ts - 29.6 Acr es
!(X Wetland Im pac t
DOL Limits of Di sturbance Proposed Grading - MajorProposed Grading - MinorPermanent Wetl and ImpactPalustrine Forested (PFO) WetlandsExisting Topog rap hic Con tou rsMajor - 10 FeetMinor - 1 F oot
³
0 200 400100
Feet
1. Waters of the U.S. within the project study limits have beenlocated using submeter, Bluetooth GPS antennas by TimmonsGroup.2.Waters of the U.S. have not been confirmed by the U.S. ArmyCorps of Engineers until stamped.3. Project limits are approximate.4. Topography based on USGS LiDAR.5. Cowardin Stream Classifications are based solely on fieldobservations. No formal Stream assessment methodology wascompleted to determine these Cowardin Classifications.These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not limited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP.EnvironmentalJOB NUMBER
CHECKED BY
SCALE
SHEET NO.
DATE
DESIGNED BY
DRAWN BYYOUR VISION ACHIEVED THROUGH OURSSite DevelopmentResidentialInfrastructureDATEREVISION DESCRIPTIONTHIS DRAWING PREPARED AT THE1001 Boulders Parkway, Suite 300 | Richmond, VA 23225TEL [phone] FAX [phone] www.timmons.comCORPORATE OFFICETechnologyVASS SUBDIVISIONFIGURE 7: PRELIMINARY JURISDICTIONAL WATERS OF THE U.S. IMPACTS MAP38790MOORE COUNTY, NORTH CAROLINA11/26/2019
L. WHEELER

L. WHEELER
L. NORRIS-HEFLIN
1 OF 1
1 " = 200 'Johnson StFire Ln
South StH igh la nd A veSmith StMai
n St
Ma
in

S
t
Temporary Permanent Te mporary Pe rmanent Temporary Permanent11,08621560 sq ft 1,242 sq ft 0 sq ft 0 sq ft0.00 ac 0.03 ac 0.00 ac 0.00 a cTotal 0 lf 0 lf
Impa cts Table
Impact ID
Wetland (sq. ft)Strea m (lf)Impact Conversion Impact
CONSTRUCTION DRAWINGS
VASS, MOORE COUNTY, NORTH CAROLINA
WINDER STATION AT VASS
VICINITY MAP
SCALE: 1" = 500'COVER SHEETC0.0
SITE MAIN
ST
.
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BYDATEDRAWN BY
DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but notlimited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP.S:\331\38790-Vass Mixed Use\DWG\Sheet\CD\38790-C0.0-COVR.dwg | Plotted by Bryant IngeNORTH CAROLINA LICENSE NO. C-16525410 Trinity Road, Suite 102 | Raleigh, NC 27607TEL [phone] FAX [phone] www.timmons.comTHIS DRAWING PREPARED AT THERALEIGH OFFICE11/25/19
WINDER STATION AT VASSMAIN ST, VASS, MOORE COUNTY, NORTH CAROLINA38790
B. INGE
B. INGE
D. KIRK
AS SHOWNN O R T H C A R O L I
N
AP R O F E S S I O N A
LE N G I N E E RD
A
N I E L L E S . K I R K S E A L
0 4 3 9 2 9
SINGLE FAMILY RESIDENTIAL
951411662337
PROPOSED USE:
PIN:
WINDER STATION AT VASSPROJECT:
ENGINEER:DANIELLE KIRK, PE
PHONE: [phone]
RALEIGH, NC 27607
5410 TRINITY ROAD; SUITE 102
TIMMONS GROUP
EMAIL: [e-mail]
910-578-3445
CW LAND DEVELOPMENT, LLCDEVELOPER:
SITE DATA
ZONING:R-1
SITE AREA:26.47 ACRES
18.00 ACRES
70
DISTURBED AREA
TOTAL PROPOSED LOTS:B
R
EW
E
R

A
V
E
.SOUTH ST.JOHN
S
O
N
S
T.
FI
R
E

L
N
.SEABOARD ST.SHEET INDEX
SHEET NUMBER SHEET TITLE
C0.0 COVER SHEET
C1.0 EXISTING CONDITIONS & DEMOLITION PLAN
C2.0 SITE PLAN
C3.0 UTILITY PLAN
C4.0 GRADING & DRAINAGE PLAN
C4.1 STORM DRAINAGE SCHEDULE
C5.0 SEDIMENTATION & EROSION CONTROL PLAN
C6.1 FIRE LANE PLAN & PROFILE
C6.2 CONDUCTOR COURT (STA 10+00 TO 19+00) PLAN & PROFILE
C6.3 CONDUCTOR COURT (STA 18+00 TO 27+00) PLAN & PROFILE
C6.4 SANITARY SEWER OUTFALL A PLAN & PROFILE
C7.1 SCM 1 DETAILS
C7.2 SCM 2 DETAILS
C7.3 SCM 3 DETAILS
C8.1 NOTES & DETAILS
C8.2 NOTES & DETAILS
C8.3 NOTES & DETAILS
C8.4 NOTES & DETAILS
C9.0 LANDSCAPE PLAN
P.O. BOX 174, OLIVIA, NC 28368
SANSANWWWWS
S
SAN
SAN
W
W
S
WWWN/F
JOHN D VIA
PIN: 951400663652
DB: 4286, PG: 224
WETLANDS
N/F
JAMES & SOPHIA
VARELA
PIN: 951400662776
DB: 5063, PG: 332
N/F
MATTHEW S,
SANDERS
PIN: 951411661825
DB: 2974, PG: 383
N/F
KAREN B MCNEIL
PIN: 951411567358
DB: 2797, PG: 550
N/F
ED-MAR FARMS, LLC
PIN: 951411566662
DB: 4259, PG: 468
N/F
JEFFERY L & SUSAN
M LASSITER
PIN: 951411578023
DB: 2004E, PG: 222
N/F
ROY L & PEGGY RAMEY
PIN: 951411567806
DB: 318, PG: 49
N/F
ROY L & PEGGY RAMEY
PIN: 951411673267
DB: 463, PG: 350
N/F
LEWIN M BLUE
PIN: 951411668827
DB: 5021, PG: 409
N/F
ANTHONY
PELLIGRINO
PIN: 951411667977
DB: 2393, PG: 372
N/F
BONITA Y BLUE
PIN: 951400677017
DB: 2041, PG: 508
N/F
VIRGINIA L DEAN
PIN: 951411676175
DB: 1990E, PG: 424
N/F
CHARLES V &
FRANCES C WALTERS
PIN: 951411669315
DB: 789, PG: 548
N/F
CALVIN B JR &
JULIE L TERRY
PIN: 951411666296
DB: 1106, PG: 57
N/F
MARINTHA
LASSITER
PIN: 951411665123
DB: 2012E, PG: 691
N/F
GERALD &
CYNTHIA F MOORE
PIN: 951411558431
DB: 3119, PG: 336
N/F
LESLIE S PARKER
PIN: 951411559584
DB: 3648, PG: 237
N/F
LOIS A
FAULKENBURY
PIN: 951411651666
DB: 500, PG: 680
N/F
ANTHONY R &
JENNIFER M DIMAIO
PIN: 951411654803
DB: 5131, PG: 176
N/F
MARINTHA
LASSITER
PIN: 951411655975
DB: 2012E, PG: 691
WETLANDS
RIM: 306.04'
INV IN (SE): 300.54'
INV OUT (NW): 300.44'
RIM: 308.60'
INV IN (SE): 298.40'
INV OUT (NW): 298.30'
RIM: 303.55'
INV IN (SE): 297.25'
INV OUT (NW): 297.20'
N/F
JOANN HIPP
PIN: 951411556971
DB: 748, PG: 343
N/F
JOANN HIPP
PIN: 951411554856
DB: 292, PG: 319
N/F
DONALD & ANNIE R BRIGGS
PIN: 951411563221
DB: 426, PG: 600
N/F
ANESA DARLING
PIN: 951411564477
DB: 5110, PG: 357
N/F
NICOLAS D &
KRISTI R SOUTH
PIN: 951411565398
DB: 4825, PG: 262
N/F
JEFFERY L & SUSAN
M LASSITER
PIN: 951411670139
DB: 2004E, PG: 222
N/F
DANA A SMITH
PIN: 951411671222
DB: 3450, PG: 277
N/F
KENNETH R &
JUDY M HALES
PIN: 951411672214
DB: 935, PG: 24
N/F
VIRGINIA L DEAN
PIN: 951411674153
DB: 1990E, PG: 424
EXISTING WELL
ACCESS EASEMENT
TO BE ABANDONED
EXISTING 6" CAST
IRON WATER MAIN
EXISTING 6" CAST
IRON WATER MAIN
EXISTING 1" CAST
IRON WATER MAIN
WETLANDS
EXISTING FIRE
HYDRANT
EXISTING FIRE
HYDRANT
N/F
CW LAND DEVELOPMENT, LLC
PIN: 951411662337
DB: 4696, PG: 436
SITE BOUNDARY
SITE BOUNDARY
SITE BOUNDARY
SITE BOUNDARY
310
315 320
330325330335
34
0 335305300
305
310
3
1
5
32032533034034530530
0295 3
0
0
305310335
N/F
JENNIE C & SCOTT
E OZLEY
PIN: 951411652784
DB: 2871, PG: 397 FIRE LANE40' ROW
SOUTH

S
T
R
E
E
T
60' ROW
MAIN STREET60' ROWJOHNSON STREET
60' ROWBREWER AVENUE60' ROWN/F
KAREN B MCNEIL
PIN: 951411568524
DB: 2797, PG: 550
N/F
ROY L & PEGGY RAMEY
PIN: 951411567831
DB: 552, PG: 891
N/F
JEFFERY L & SUSAN
M LASSITER
PIN: 951411579036
DB: 2004E, PG: 222
N/F
VIRGINIA L DEAN
PIN: 951411676252
DB: 1990E, PG: 424
N/F
LEWIN BLUE &
KAREN B MCNEIL
PIN: 951411668863
DB: 2659, PG: 106
0
SCALE 1"=80'
160'80'NAD 83EXISTING CONDITIONS & DEMOLITION PLANC1.0
WETLANDS
PROPERTY LINE
EXISTING RIGHT-OF-WAY
EXISTING ROAD CENTER
EXISTING CONTOUR
STREAM CENTERLINE
1.EXISTING CONDITIONS SHOWN ARE BASED ON FIELD SURVEY PERFORMED BY CHANDLER LAND SURVEYING ON 03/30/2017.
2.ADJOINER PROPERTY INFORMATION AND TOPOGRAPHIC DATA SHOWN HAVE BEEN COMPILED FROM MOORE COUNTY GIS.
3.PROJECT PROPERTY DOES NOT LIE IN A FEMA SPECIAL FLOOD HAZARD AREA PER FEMA FIRM MAP PANEL NO. 3710951400J DATED 10/17/2006.
4.ALL UTILITIES OR STRUCTURES NOT INDICATED FOR REMOVAL OR MODIFICATION ARE TO REMAIN AND BE PROTECTED FROM DAMAGE.
5.ALL WASTE MATERIAL GENERATED FROM CLEARING AND DEMOLITION ACTIVITIES SHALL BE DISPOSED OFF OFF-SITE IN ACCORDANCE WITH ALL APPLICABLE RULES
AND REGULATIONS.
6.REMOVE TOPSOIL AND STOCKPILE APPROPRIATELY ON-SITE. ON-SITE TEMPORARY STOCKPILES SHALL BE LOCATED WITHIN CONSTRUCTION LIMITS.
7.ALL PAVEMENT OR CONCRETE TO BE REMOVED SHALL BE SAW CUT TO PROVIDE A STRAIGHT AND UNIFORM JOINT WITH NEW CONSTRUCTION. ANY EXISTING
PAVEMENT, SIDEWALK, CURB & GUTTER, ETC. THAT MUST BE REMOVED TO ALLOW NEW CONSTRUCTION SHALL BE REMOVED AND REPAIRED PER THE SPECIFICATIONS
AND DETAILS OR TO MATCH EXISTING CONDITIONS (WHETHER OR NOT SHOWN ON THE DRAWINGS TO BE REMOVED). UTILITY INSTALLATIONS MAY UTILIZE OPEN CUT OF
PAVEMENTS UNLESS INDICATED OTHERWISE. TRENCH IN EXISTING ASPHALT SHALL BE PATCHED PER PAVEMENT REPAIR DETAIL.
8.PROTECT ALL ADJACENT PROPERTIES, THE GENERAL PUBLIC AND ALL OF THE OWNER'S FACILITIES. SHOULD DAMAGE OCCUR, NOTIFY ENGINEER IMMEDIATELY.
9.THE CONTRACTOR SHALL EMPLOY A QUALIFIED UTILITY LOCATOR SERVICE TO LOCATE ALL UNDERGROUND UTILITIES (INCLUDING BUT NOT LIMITED TO ELECTRICAL,
TELEPHONE, GAS, CABLE, FIBER OPTIC) WITHIN THE LIMITS OF CONSTRUCTION.
10.VERIFY ALL ILLUSTRATED KNOWN UNDERGROUND ELEMENTS. EXERCISE REASONABLE EFFORTS TO PROTECT ANY UNKNOWN UNDERGROUND ELEMENTS. NOTIFY
ENGINEER IMMEDIATELY IF UNKNOWN ELEMENTS ARE DISCOVERED THAT WOULD REQUIRE MODIFICATIONS TO THE PROPOSED DESIGN.
11.ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH APPLICABLE LOCAL, STATE AND OSHA REGULATIONS.
12.EXISTING MANHOLES, VALVE BOXES, VAULTS, CLEANOUTS, UTILITY POLES, ETC. TO REMAIN WITHIN THE GRADING LIMITS SHALL BE ADJUSTED AS NEEDED TO FUNCTION
PROPERLY WITH THE PROPOSED FINISHED GRADES (WHETHER OR NOT INDICATED TO BE MODIFIED).
13.GENERAL CONTRACTOR SHALL COORDINATE ALL PEDESTRIAN ACCESS PATH, LOCATIONS, LIGHTING, ETC. WITH OWNER.
GENERAL NOTES
LEGEND
TOTAL SITE AREA
CURRENT ZONING
PIN NUMBER
26.47 AC.
R-1
951411662337
SITE DATA
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BYDATEDRAWN BY
DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but notlimited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP.S:\331\38790-Vass Mixed Use\DWG\Sheet\CD\38790-C1.0-EXIS.dwg | Plotted by Bryant IngeNORTH CAROLINA LICENSE NO. C-16525410 Trinity Road, Suite 102 | Raleigh, NC 27607TEL [phone] FAX [phone] www.timmons.comTHIS DRAWING PREPARED AT THERALEIGH OFFICE11/25/19
WINDER STATION AT VASSMAIN ST, VASS, MOORE COUNTY, NORTH CAROLINA38790
B. INGE
B. INGE
D. KIRK
AS SHOWNN O R T H C A R O L I
N
AP R O F E S S I O N A
LE N G I N E E RD
A
N I E L L E S . K I R K S E A L
0 4 3 9 2 9
OPEN SPACE
AREA #1
189,468 SF
4.35 AC
18
13002 SF
0.30 AC
19
10991 SF
0.25 AC
20
12690 SF
0.29 AC
21
11085 SF
0.25 AC
22
13816 SF
0.32 AC31
6035 SF
0.14 AC
32
6470 SF
0.15 AC
33
5525 SF
0.13 AC
35
5490 SF
0.13 AC
40
6500 SF
0.15 AC
58
6247 SF
0.14 AC
65
7899 SF
0.18 AC 66
6740 SF
0.15 AC
68
6487 SF
0.15 AC
63
11161 SF
0.26 AC
67
7428 SF
0.17 AC
16
6456 SF
0.15 AC
15
5706 SF
0.13 AC
14
6514 SF
0.15 AC
44
6500 SF
0.15 AC
41
5720 SF
0.13 AC
42
6500 SF
0.15 AC
64
10298 SF
0.24 AC
17
5763 SF
0.13 AC
13
5706 SF
0.13 AC
3
7206 SF
0.17 AC
5
7075 SF
0.16 AC 4
8400 SF
0.19 AC
1
7020 SF
0.16 AC
70
7359 SF
0.17 AC
2
7245 SF
0.17 AC
69
7359 SF
0.17 AC
23
11882 SF
0.27 AC
29
9184 SF
0.21 AC
34
6250 SF
0.14 AC
36
6678 SF
0.15 AC
30
7361 SF
0.17 AC
37
6773 SF
0.16 AC
38
7424 SF
0.17 AC
28
6111 SF
0.14 AC
26
7574 SF
0.17 AC
24
10167 SF
0.23 AC
27
7981 SF
0.18 AC
25
9658 SF
0.22 AC
43
5720 SF
0.13 AC
49
6524 SF
0.15 AC
46
6250 SF
0.14 AC
45
7241 SF
0.17 AC
52
7494 SF
0.17 AC
59
6251 SF
0.14 AC
39
6406 SF
0.15 AC
57
6250 SF
0.14 AC
56
6250 SF
0.14 AC
55
6250 SF
0.14 AC
54
6250 SF
0.14 AC
53
6250 SF
0.14 AC
47
6250 SF
0.14 AC
48
6873 SF
0.16 AC
51
6588 SF
0.15 AC
50
6250 SF
0.14 AC
60
6250 SF
0.14 AC
62
8136 SF
0.19 AC
12
6834 SF
0.16 AC
11
6394 SF
0.15 AC
10
7086 SF
0.16 AC
9
6508 SF
0.15 AC
8
7899 SF
0.18 AC
61
7196 SF
0.17 AC
7
8755 SF
0.20 AC
6
8290 SF
0.19 AC50'125'50'50'125'50'50'125'50'50'125'50'76'125'50'5'19'125'50'40'39'125'50'125'33'15'125'34'50'125'50'125'21'29'125'39'125'50'50'100'40'59'45'130'50'
45'130'44'
50'130'50'
44'130'44'
44'50'130'5'45'
44'130'58'
30'130'69'
18'130'
60'
50'
21'
1
2
5
'
17'
42'127'18'1
2
5
'
44'45'1
2
5
'
49'
44'
1
2
7
'
44'
44'
1
3
3
'
50'
44'
1
4
2
'
45'
50'17'30'
1
3
2
'
52'
34'
60'
1
6
2
'
9'45'
50'
50'
1
4
1
'
59'3'
1
0
0
'
52'
62'
50'125'5'120'57'
18'105'25'48'
48'130'46'
44'130'44'
50'130'50'
44'130'44'
31'130'30'27'
43'130'55'
43'130'57'
5'
8'130'
57'
66'105'60'8'26'
8'
50'147'50'147'50'147'50'
44'147'44'
50'151'37'
13'
44'155'44'
50'161'50'
40'175'75'163'10'151'59'
33'
50'50'116'82'34'125'56'46'54'39'
125'50'1
0
0
'99'
33'
1
7
8
'
22'
44'
9
5
'131'
39'
86'47'105'141'18'255'21'
44'44'18'254'55'
44'253'14'30'
50'252'51'
50'251'43'
81'168'34'163'50'
49'158'44'
44'
54'153'54'148'48'
48'142'50'
50'
65'55'86'40'
125'
125'50'125'50'125'50'50'47'50'54'63'50'125'
WETLANDS
WETLANDS
WETLANDS
SITE BOUNDARY
SITE BOUNDARY
SITE BOUNDARY
SITE BOUNDARY
RETAINING WALL
DESIGNED BY
OTHERS
SCM #1
SCM #2
SCM #3
EXISTING ACCESS
EASEMENT
MAIL
KIOSK
20' DRAINAGE
EASEMENT
20' DRAINAGE
ACCESS &
MAINTENANCE
EASEMENT
20' DRAINAGE
EASEMENT
20' DRAINAGE
EASEMENTFIRE LANE60' ROW
SOUTH

S
T
R
E
E
T
60' ROW
MAIN STREET60' ROWJOHNSON STREET
60' ROWBREWER AVENUE60' ROW30' PUBLIC UTILITY
EASEMENT
5' SIDEWALK (TYP)
30" VALLEY CURB
& GUTTER (TYP)
DRAINAGE
ACCESS &
MAINTENANCE
EASEMENT
DRAINAGE ACCESS
& MAINTENANCE
EASEMENT
20' DRAINAGE ACCESS &
MAINTENANCE EASEMENT
R25'R25'FIRE LANE60' ROWCONDUCTOR COURT
60' ROW
CON
D
U
C
T
O
R

C
O
U
R
T
60' R
O
W
S52°57'29"W
388.37'
R=250'
L=164
.
8
6'
S15°
1
0'2
6"
W
271.5
1'
S74°49'34"E
20.00'
S69°
5
0
'
5
3
"
W
360.6
8
'
R=250'
L=168.30'
S31°1
6'
3
2
"
W
7.66'
R=380'
L=143.80'
S52°57'29"W
109.45'N37°02'31"W224.16'R=250'L=38.26'N28°16'21"W129.14'R=250'L=107.62'N52°56'13"W251.67'R=200'L=44.82'R=200'L=44.82'OPEN SPACE
AREA #5
17,094 SF
0.39 ACFIRE LANE40' ROW
N52°56'13"W
124.05'
R35'
R35'
R25'
R25'
R25'
R25'
R20'
R20'
OPEN SPACE
AREA #2
46,107 SF
1.06 AC
OPEN SPACE
AREA #3
200,821 SF
4.61 AC
OPEN SPACE
AREA #4
24,513 SF
0.56 AC
OPEN SPACE
AREA #6
2,665 SF
0.06 AC
TEMPORARY
CONSTRUCTION
EASEMENT
TEMPORARY
CONSTRUCTION
EASEMENT TEMPORARY
CONSTRUCTION
EASEMENT
20' DRAINAGE
EASEMENT
SITE PLANC2.0
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BYDATEDRAWN BY
DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but notlimited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP.S:\331\38790-Vass Mixed Use\DWG\Sheet\CD\38790-C2.0-SITE.dwg | Plotted by Bryant IngeNORTH CAROLINA LICENSE NO. C-16525410 Trinity Road, Suite 102 | Raleigh, NC 27607TEL [phone] FAX [phone] www.timmons.comTHIS DRAWING PREPARED AT THERALEIGH OFFICE11/25/19
WINDER STATION AT VASSMAIN ST, VASS, MOORE COUNTY, NORTH CAROLINA38790
B. INGE
B. INGE
D. KIRK
AS SHOWNN O R T H C A R O L I
N
AP R O F E S S I O N A
LE N G I N E E RD
A
N I E L L E S . K I R K S E A L
0 4 3 9 2 9
0
SCALE 1"=80'
160'80'NAD 83WETLANDS
OPEN SPACE AREA
FLOODPLAIN
STREAM CENTERLINE
SITE PLAN LEGENDOPEN SPACE DATA
TOTAL AREA
PROPOSED USE
CURRENT ZONING
PROPOSED ZONING
TOTAL LOTS PROPOSED
MINIMUM LOT SIZE
AVERAGE LOT SIZE
LINEAR FEET IN PUBLIC STREET
PROPOSED DENSITY
OPEN SPACE PROVIDED
FEMA MAP #
MOORE COUNTY PINs
26.47 AC
SINGLE FAMILY RESIDENTIAL
R-1
R-1
70
5,490 SF
7,455 SF
2,600 LF
0.38 UNITS/AC
11.03 AC
3710951400J DATED 10/17/06
951411662337
SITE DATA
OPEN SPACE AREA #1 189,468 SF 4.35 AC 16.43%
OPEN SPACE AREA #2 46,107 SF 1.06 AC 4.00%
OPEN SPACE AREA #3 200,821 SF 4.61 AC 17.42%
OPEN SPACE AREA #4 24,513 SF 0.56 AC 2.13%
OPEN SPACE AREA #5 17,094 SF 0.39 AC 1.48%
OPEN SPACE AREA #6 2,665 SF 0.06 AC 0.23%
TOTAL 480,668 SF 11.03 AC 41.69%
GENERAL NOTES
1.BOUNDARY INFORMATION TAKEN FROM CHANDLER LAND SURVEYING ON 03/30/2017.
2.TOPOGRAPHIC INFORMATION TAKEN FROM CHANDLER LAND SURVEYING AND MOORE COUNTY GIS.
3.CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING UTILITIES AND SHALL BE RESPONSIBLE FOR ANY DAMAGE RESULTING FROM HIS ACTIVITIES.
CALL UTILITY LOCATOR SERVICE AT LEAST 48 HOURS PRIOR TO DIGGING.
4.ALL CONSTRUCTION SHALL CONFORM TO TOWN OF VASS AND NORTH CAROLINA STATE SPECIFICATIONS.
5.ALL UTILITIES SHALL BE LOCATED UNDERGROUND.
6.RAMPS AND CURBS SHOULD BE IN ACCORDANCE WITH TOWN OF VASS STANDARDS FOR LOCAL STREETS.
7.STREET ADDRESSES SHALL BE ASSIGNED PRIOR TO LOT RECORDATION.
8.STREET NAMES SHALL BE APPROVED PRIOR TO PLAT RECORDATION.
9.SIGN PERMITS SHALL BE REQUIRED FOR ANY ENTRANCE SIGNAGE. PERMITS WILL BE REQUIRED PRIOR TO FABRICATION OR INSTALLATION OF SIGNS.
SIGNAGE WILL BE RESTRICTED TO AN ON-SITE LOCATION.
10.AN EROSION CONTROL PLAN SHALL BE APPROVED BY TOWN OF VASS PRIOR TO ANY GRADING ON THIS SITE.
11.THE DEVELOPER IS RESPONSIBLE FOR COORDINATION AND INSTALLATION OF ALL UTILITIES, INCLUDING STREET LIGHTING.
12.NO REVISIONS MAY BE MADE WITHOUT PERMISSION FROM THE PERMIT ISSUING AUTHORITY.
13.CONSTRUCTION DRAWINGS SHALL BE SUBMITTED AND APPROVED BY THE TOWN OF VASS AND NCDOT PRIOR TO CONSTRUCTION.
14.RESTRICTIVE COVENANTS SHALL BE APPROVED AND RECORDED PRIOR TO RECORDING OF FINAL PLAT.
15.A HOME OWNER'S ASSOCIATION FOR OWNERSHIP AND MANAGEMENT OF OPEN SPACE, BUFFERS AND RESTRICTIVE COVENANTS MUST BE SUBMITTED FOR
REVIEW WITH THE FIRST FINAL PLAT.
16.ALL OPEN SPACE SHALL BE PRIVATE COMMON OPEN SPACE CONTROLLED BY THE HOMEOWNER'S ASSOCIATION (HOA).
17.THE TOWN WILL BE RESPONSIBLE FOR PAYMENT OF THE MONTHLY COSTS FOR PUBLIC STREET LIGHTING AND THE DEVELOPER WILL BE RESPONSIBLE FOR
ALL INITIAL FEES CHARGED WITH THE LIGHT INSTALLATION. ALL INSTALLATION FEES ARE REQUIRED TO BE PAID UP FRONT AT THE TIME OF INSTALLATION.
18.CONTRACTOR TO ENSURE ACCESS EASEMENTS AND ASSOCIATED STREETS ARE FULLY MAINTAINED FOR REASONABLE ACCESS BY MAINTENANCE
PERSONNEL.
SANITARY SEWER SCHEDULE
STRUCTURE
UP
EXMH 1
MH 1
MH 2
MH 3
MH 4
MH 5
MH 6
MH 7
MH 8
MH 9
MH 10
MH 11
MH 12
MH 13
MH 14
MH 15
HEIGHT
5.40'
6.08'
6.21'
6.86'
7.50'
8.49'
10.45'
10.68'
9.00'
11.00'
9.36'
11.36'
10.67'
6.11'
6.49'
9.00'
RIM
306.04
307.48
308.18
310.57
313.69
320.58
326.58
327.85
326.75
332.94
307.86
311.36
311.22
308.35
309.48
318.01
INV IN
300.64' (8" DIP) MH 1
301.60' (8" DIP) MH 2
302.17' (8" DIP) MH 3
303.91' (8" PVC) MH 4
306.39' (8" PVC) MH 5
312.28' (8" PVC) MH 6
316.33' (8" PVC) MH 7
317.37' (8" PVC) MH 8
317.95' (8" DIP) MH 9
298.50' (8" PVC) MH 11
300.20' (8" PVC) MH 12
300.75' (8" PVC) MH 13
302.44' (8" DIP) MH 14
303.20' (8" DIP) MH 15
INV OUT
301.40' (8" DIP)
301.97' (8" DIP)
303.71' (8" DIP)
306.19' (8" PVC)
312.08' (8" PVC)
316.13' (8" PVC)
317.17' (8" PVC)
317.75' (8" PVC)
321.94' (8" DIP)
300.00' (8" PVC)
300.55' (8" PVC)
302.24' (8" PVC)
303.00' (8" DIP)
309.01' (8" DIP)
OUTLET PIPE
152' @ 0.50%
74' @ 0.50%
307' @ 0.50%
203' @ 1.12%
238' @ 2.39%
149' @ 2.57%
169' @ 0.50%
75' @ 0.50%
311' @ 1.28%
299' @ 0.50%
70' @ 0.50%
298' @ 0.50%
111' @ 0.50%
356' @ 1.63%
STRUCTURE
DOWN
EXMH 1
MH 1
MH 2
MH 3
MH 4
MH 5
MH 6
MH 7
MH 8
MH 10
MH 11
MH 12
MH 13
MH 14
SANSANWWWWS
S
SAN
SAN
W
W
S
WWW1819202122
31
32
33
35
40
58
65
66
68
63
67
16 15 14
444142
64
17 13
3
5
4
1
70
2
69
23
29
34
36
30
37
38
28
26
24
27
25
8
43
49
46
45
52
59
39
47
48
51
56
55
54
53
57
60
62
50
12 11
10
9
61
7
6
SCM #1
SCM #2
SCM #3
SS
S
S S S
SSSSSSS
S
SAN
SAN
SAN
SAN
SANSANSANSANSAN
SSSANSANSAN 6''W6''W6''W6''W6''W6'
'W6'
'W6'
'W
6''W
6''W
6''W
6''W
6''W
6''W
6''W6''W6''W6''W6''W6''W
6''W
6''W
6''W
6''W
6''W6''W6''W
WETLANDS
WETLANDS
WETLANDS
SITE BOUNDARY
SITE BOUNDARY
SITE BOUNDARY
SITE BOUNDARY
WALL DESIGNED
BY OTHERS
EXISTING ACCESS
EASEMENT
MAIL
KIOSK
20' DRAINAGE
EASEMENT
20' DRAINAGE
ACCESS &
MAINTENANCE
EASEMENT
20' DRAINAGE
EASEMENT
20' DRAINAGE
EASEMENT
30' PUBLIC UTILITY
EASEMENT
DRAINAGE
ACCESS &
MAINTENANCE
EASEMENT
DRAINAGE ACCESS
& MAINTENANCE
EASEMENT
20' DRAINAGE ACCESS &
MAINTENANCE EASEMENT
EXMH 1
RIM: 306.04'
INV IN (SE): 300.64'
EX. INV IN (NE): 300.54'
EX. INV OUT (SW): 300.44'
EXMH 3
RIM: 308.60'
INV IN (SE): 298.40'
INV OUT (NW): 298.30'
EXMH 2
RIM: 303.55'
INV IN (SE): 297.25'
INV OUT (NW): 297.20'
EXISTING 6" CAST
IRON WATER MAIN
EXISTING 6" CAST
IRON WATER MAIN
EXISTING 1" CAST
IRON WATER MAIN
EXISTING FIRE
HYDRANT
EXISTING FIRE
HYDRANT
MH 3
MH 12
MH 13
MH 14 MH 15
MH 5
MH 9
MH 8
MH 7
MH 6
MH 4
MH 2
MH 1
MH 11
8" PVC
8" DIP 8" DIP
8" DIP
8" PVC
8" PVC
8" PVC
8" PVC
8" PVC
8" DIP
8" DIP
8" DIP
8" PVC
8" PVC FIRE LANESOUTH

S
T
R
E
E
T
60' ROW
MAIN STREET60' ROWJOHNSON STREET
60' ROWBREWER AVENUE60' ROWCONDUCTOR COURT CON
D
U
C
T
O
R

C
O
U
R
T
FIRE HYDRANT
ASSEMBLY (TYP)
6" C900 W/L
6" C900 W/L
6" C900 W/L
TEMPORARY
BLOWOFF
ASSEMBLY
FIRE HYDRANT
ASSEMBLY (TYP)
FIRE HYDRANT
ASSEMBLY (TYP)
FIRE HYDRANT
ASSEMBLY (TYP)
FIRE HYDRANT
ASSEMBLY (TYP)
FIRE HYDRANT
ASSEMBLY (TYP)
FIRE HYDRANT
ASSEMBLY (TYP)
CONNECT TO EXISTING
6" WATERMAIN WITH
TAPPING SLEEVE & GV
45° BEND
22.5° BEND
6"X6" TEE
6" GV (3)
CONNECT TO EXISTING
6" WATERMAIN WITH
TAPPING SLEEVE & GV
OPEN CUT AT
WATERMAIN
CROSSING
MH 10
RIM: 307.86'
INV IN (E): 298.50'
INV IN (SE): 298.31'
INV OUT (NW): 298.01'
CONNECT TO EXISTING
SEWERMAIN WITH
DOGHOUSE MANHOLE
SANITARY
LATERAL (TYP)
WATER
METER (TYP)
SANITARY
LATERAL (TYP)
WATER
METER (TYP)
20' DRAINAGE
EASEMENT
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BYDATEDRAWN BY
DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but notlimited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP.S:\331\38790-Vass Mixed Use\DWG\Sheet\CD\38790-C3.0-UTIL.dwg | Plotted by Bryant IngeNORTH CAROLINA LICENSE NO. C-16525410 Trinity Road, Suite 102 | Raleigh, NC 27607TEL [phone] FAX [phone] www.timmons.comTHIS DRAWING PREPARED AT THERALEIGH OFFICE11/25/19
WINDER STATION AT VASSMAIN ST, VASS, MOORE COUNTY, NORTH CAROLINA38790
B. INGE
B. INGE
D. KIRK
AS SHOWNN O R T H C A R O L I
N
AP R O F E S S I O N A
LE N G I N E E RD
A
N I E L L E S . K I R K S E A L
0 4 3 9 2 9
UTILITY PLANC3.0
0
SCALE 1"=80'
160'80'NAD 83WETLANDS
OPEN SPACE AREA
FLOODPLAIN
STREAM CENTERLINE
SITE PLAN LEGEND
8''W
UTILITY LEGEND
PROPOSED SEWER LINE
PROPOSED FORCE MAIN
PROPOSED WATER LINE
WATER LINE TEE
FIRE HYDRANT
WATER METER
REDUCER
GATE VALVE.
BLOWOFF ASSEMBLY
FM
SAN
TOTAL GRAVITY SEWER: 2,815 LF
8" PVC:1,503 LF
8" DIP:1,312 LF
TOTAL WATERMAIN: 2,779 LF
6" C900: 2,779 LF
4" SEWER SERVICES:70
3/4" WATER SERVICES:70
5/8" WATER METERS:70
FIRE HYDRANTS:7
UTILITY QUANTITIES
UTILITY NOTES
1.TOWN OF VASS IS TO BE NOTIFIED 48 HOURS BEFORE CONSTRUCTION IS TO BEGIN.
2.TOWN OF VASS IS TO BE NOTIFIED 48 HOURS BEFORE ANY CONSTRUCTION IS TO BE COVERED.
3.ALL SERVICE PIPES UNDER ROADS OR DRIVEWAYS SHALL BE SLEEVED WITH SCH40 PVC A MINIMUM 1' OUTSIDE OF PAVEMENT EDGE.
4.INSTALL WATER MAINS WITH A COVER OF NO LESS THAN 3-FT. INSTALL WATER SERVICES WITH NO LESS THAN 18-IN OF COVER TO SUBGRADE.
5.THE CONTRACTOR SHALL VERIFY THE TYPE, SIZE, DEPTH, MATERIAL, AND LOCATION OF ALL UTILITIES PRIOR TO BEGINNING CONSTRUCTION.
6.THE CONTRACTOR SHALL NOT INSTALL ANY WATER SERVICES UNTIL ALL LOT LINES ARE FINALIZED BY COUNTY ENVIRONMENTAL HEALTH AND
INSTRUCTED TO DO SO BY THE ENGINEER.
7.THE CONTRACTOR SHALL MINIMIZE THE PLACEMENT OF EXCAVATED MATERIAL ON THE ROADWAY. IF EXCAVATED MATERIAL MUST BE PLACED
ON THE ROADWAY, THE CONTRACTOR SHALL FIRST COVER THE ROAD WITH SAND OR SCREENINGS.
8.COORDINATE AND SCHEDULE INSTALLATION OF ALL UTILITIES WITH OTHER PRIME CONTRACTORS, UTILITY COMPANIES AND OTHER TRADES
INCLUDING BUT NOT LIMITED TO: NATURAL GAS, ELECTRICITY, TELEPHONE AND CATV.
9.THE CONTRACTOR SHALL COMPLY WITH THE APPROVED NCDOT ENCROACHMENT AGREEMENT.
10.ALL CONSTRUCTION METHODS SHALL COMPLY WITH ALL APPLICABLE OSHA REQUIREMENTS.
11.BACTERIOLOGICAL SAMPLE RESULTS OLDER THAN THIRTY (30) DAYS FROM THE DATE OF THE PROJECT ACCEPTANCE WILL NOT BE
ACCEPTABLE AND BACTERIOLOGICAL TESTING MUST BE REPEATED.
12.CONTRACTOR SHALL PHASE DEMOLITION AND NEW CONSTRUCTION TO ENSURE UNINTERRUPTED ACCESS AND UTILITY SERVICE TO ADJACENT
FACILITIES. COORDINATE SHORT-TERM, OFF-HOUR, TEMPORARY SHUT-DOWNS WITH THE COUNTY.
13.INSTALL ONE (1) JOINT OF DUCTILE IRON PIPE (DIP) UNDER ALL STORM DRAIN CROSSINGS.
14.WATER SERVICE PIPE SHALL BE POLYETHYLENE TUBING RATED FOR 200 PSI. WHERE WATER SERVICES ARE "PAIRED", A SINGLE 1" SERVICE
LINE MAY BE PROVIDED WITH A BRONZE WYE. WHERE SERVICE LINES CROSS UNDER PAVEMENT AND ARE INSTALLED BY OPEN CUT, A 2"
SCHEDULE 40 PVC SLEEVE SHALL BE PROVIDED THE LENGTH OF THE ROAD.
15.GATE VALVE LOCATIONS ARE APPROXIMATE DUE TO GRAPHICAL CONSTRAINTS. ACTUAL LOCATION SHOULD BE IMMEDIATELY ADJACENT TO
TEES (WHERE APPLICABLE).
16.BLOW OFF ASSEMBLY SHALL BE INSTALLED AT THE PROPERTY LINE ON PROPERTY CORNER.
17.CONTRACTOR SHALL PROTECT ALL EXISTING UTILITIES DURING CONSTRUCTION AND REPAIRS TO DAMAGED UTILITIES (CHARTED OR
UNCHARTED) WILL BE THE RESPONSIBILITY OF THE CONTRACTOR.
18.THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF ANY REQUIRED DEVIATIONS FROM THE DESIGN PLAN.
19.THE CONTRACTOR SHALL PROVIDE ENGINEER WITH AS BUILT SURVEYS OF THE UTILITIES ONCE UTILITY CONSTRUCTION IS COMPLETE.
20.THE CONTRACTOR SHALL INSTALL PROPER THRUST BLOCKING AT ALL WATER MAIN BENDS WHETHER SHOWN ON THE DESIGN PLAN OR NOT.
21.ALL REDUCERS ADJACENT TO TEES SHALL BE RODDED TO THE TEE.
1819202122
31
32
33
35
40
58
65
66
68
63
67
16 15 14
444142
64
17 13
3
5
4
1
70
2
69
23
29
34
36
30
37
38
28
26
24
27
25
8
43
49
46
45
52
59
39
47
48
51
56
55
54
53
57
60
62
50
12 11
10
9
61
7
6
WETLANDS
WETLANDS
WETLANDS
SITE BOUNDARY
SITE BOUNDARY
SITE BOUNDARY
SITE BOUNDARY
WALL DESIGNED
BY OTHERS
EXISTING ACCESS
EASEMENT
MAIL
KIOSK
20' DRAINAGE
EASEMENT
20' DRAINAGE ACCESS &
MAINTENANCE EASEMENT
20' DRAINAGE
EASEMENT
20' DRAINAGE
EASEMENT
30' PUBLIC UTILITY
EASEMENT
DRAINAGE ACCESS &
MAINTENANCE EASEMENT
DRAINAGE ACCESS &
MAINTENANCE EASEMENT
20' DRAINAGE
EASEMENT
FIRE LANESOUTH

S
T
R
E
E
T
60' ROW
MAIN STREET60' ROWJOHNSON STREET
60' ROWBREWER AVENUE60' ROWCONDUCTOR COURT
CON
D
U
C
T
O
R

C
O
U
R
T
PAD
334.56'
PAD
332.34'
PAD
330.79'
PAD
329.55'
PAD
329.00'
PAD
329.10'
TW
335.31'TW
331.72'
TW
322.70'
TW
327.46'
BW
333.19'
BW
327.97'
BW
324.06'
BW
320.73'336335334333332331330329328
327
3
2
7
32
8
335330325320315
310305 300300295 300305300 300305
305
3103
1
5
320325330
335340PAD
336.05'
PAD
333.44'
PAD
331.38'
PAD
329.93'
PAD
329.06'
PAD
328.62'
PAD
328.65'
DI 105
CB 104
DI 106
CB 102
CB 101
FES 100
CB 103
15" RCP30" RCP30" RCP
24" RCP
24" RCP18" RCP
SCM #1 RISER
SCM #1 FES
SCM #3 RISER
SCM #3 FES
SCM #2 RISER
SCM #2 FES
18" RCP
24" RCP
24" RCP
SCM #2 (SEE SCM
DETAIL SHEET)
SCM #1 (SEE SCM
DETAIL SHEET)
SCM #3 (SEE SCM
DETAIL SHEET)
NAG C350 OR
EQUIVALENT LINER
NAG C350 OR
EQUIVALENT LINER
NAG C350 OR
EQUIVALENT LINER
7.5'x15'x18"
CLASS B
RIPRAP
D50 = 8"
DI 212
CB 215
CB 216
DI 211
CB 213
CB 214
DI 209
CB 207
CB 208
DI 210
CB 205
CB 204
CB 206
CB 202
CB 203
DI 201
FES 200
15" RCP
36" RCP
36" RCP
24" RCP
15" RCP 15" RCP
15" RCP
15" RCP
15" RCP
30" RCP
36" RCP
36" RCP 15" RCP
15" RCP15" RCP
18" RCP
CB 308
CB 309
CB 306 CB 307
CB 305
CB 304
CB 303
CB 302
CB 301
FES 300
DI 312
CB 311
CB 310
15" RCP
18" RCP
24" RCP
36" RCP
18" RCP
15" RCP
18" RCP
15" RCP
CB 401
CB 402
CB 403
CB 404
CB 405
FES 406
FES 400 36" RCP36" RCP
15" RCP
15" RCP
36" RCP
36" RCP
325326327328324323322321320319318317316315314313312311310309309
310
3
1
1
31
9
31
8
31
7
31
6
3
14313 3113
1
0
3
0
9
3
0
83083
0
8
3
0
7306
PAD
329.31'PAD
329.98'
PAD
329.53'PAD
330.30'PAD
330.25'PAD
329.76'PAD
328.60'PAD
327.10'
PAD
325.14'
PAD
323.38'
PAD
321.38'
PAD
319.62'
PAD
317.62'
PAD
316.05'
PAD
314.96'
PAD
314.19'
PAD
313.32'
PAD
312.55'PAD
311.12'
PAD
310.48'
PAD
311.06'
PAD
311.50'
PAD
312.00'
PAD
311.96'
PAD
315.14'
PAD
313.37'
PAD
312.85'
PAD
311.91'
PAD
311.41'
PAD
310.97'
PAD
310.47'
PAD
310.03'
PAD
310.45'
PAD
311.08'
PAD
311.70'
PAD
312.52'
PAD
313.29'
PAD
314.16'
PAD
314.93'
PAD
315.99'PAD
320.87'
PAD
319.27'
PAD
317.41'
PAD
320.89'
PAD
320.02'
PAD
315.95'
PAD
315.30'
PAD
314.55'
PAD
313.76'
PAD
312.61'
PAD
311.51'
PAD
310.76'
PAD
310.01'
PAD
309.97'
PAD
309.20'
PAD
309.51'
PAD
309.44'
9'x18'x18"
CLASS B
RIPRAP
D50 = 8"
6'x12'x18"
CLASS B
RIPRAP
D50 = 8"
9'x18'x18"
CLASS B
RIPRAP
D50 = 8"
9'x18'x18"
CLASS B
RIPRAP
D50 = 8"
6'x12'x18"
CLASS B
RIPRAP
D50 = 8"
4.5'x6'x12"
CLASS A
RIPRAP
D50 = 4"
15" RCP
15" RCP
15" RCP
TOC - HP
312.04'300300300300300300320320TEMPORARY
CONSTRUCTION
EASEMENT
TEMPORARY
CONSTRUCTION
EASEMENT
TEMPORARY
CONSTRUCTION
EASEMENT
20' DRAINAGE
EASEMENT
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BYDATEDRAWN BY
DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but notlimited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP.S:\331\38790-Vass Mixed Use\DWG\Sheet\CD\38790-C4.0-GRAD.dwg | Plotted by Bryant IngeNORTH CAROLINA LICENSE NO. C-16525410 Trinity Road, Suite 102 | Raleigh, NC 27607TEL [phone] FAX [phone] www.timmons.comTHIS DRAWING PREPARED AT THERALEIGH OFFICE11/25/19
WINDER STATION AT VASSMAIN ST, VASS, MOORE COUNTY, NORTH CAROLINA38790
B. INGE
B. INGE
D. KIRK
AS SHOWNN O R T H C A R O L I
N
AP R O F E S S I O N A
LE N G I N E E RD
A
N I E L L E S . K I R K S E A L
0 4 3 9 2 9
GRADING & DRAINAGE PLANC4.0
0
SCALE 1"=80'
160'80'NAD 83WETLANDS
OPEN SPACE AREA
FLOODPLAIN
STREAM CENTERLINE
SITE PLAN LEGEND
GRADING AND DRAINAGE NOTES
1.ANY GRADING BEYOND THE DENUDED LIMITS INDICATED ON THE CONSTRUCTION DOCUMENTS IS A VIOLATION AND IS SUBJECT TO A FINE.
2.GRADING MORE THAN ONE ACRE WITHOUT AN APPROVED EROSION CONTROL PLAN IS A VIOLATION AND IS SUBJECT TO A FINE.
3.ALL FINAL STREET GRADES AT INTERSECTIONS SHALL BE COORDINATED WITH INSPECTOR.
4.APPROVAL OF THIS PLAN IS NOT AN AUTHORIZATION TO GRADE ON ADJACENT PROPERTIES. WHEN FIELD CONDITIONS WARRANT
OFF-SITE GRADING, PERMISSION MUST BE OBTAINED FROM THE AFFECTED PROPERTY OWNER(S).
5.THE CONTRACTOR SHALL MAINTAIN EACH STREAM, CREEK, OR BACKWASH CHANNEL IN AN UNOBSTRUCTED CONDITION AND SHALL
REMOVE FROM THESE AREAS ALL DEBRIS, LOGS, TIMBER, TRASH, JUNK AND OTHER ACCUMULATIONS.
6.FOR SLOPE CONSTRUCTION 3:1 AND STEEPER THE CONTRACTOR SHALL COORDINATE WITH A GEOTECHNICAL ENGINEER ON THE
SUITABILITY OF SOILS PLANNED FOR THESE SLOPES AND FOLLOW RECOMMENDATIONS SET FORTH BY THE GEOTECHNICAL ENGINEER
FOR SLOPE CONSTRUCTION. ALL SLOPES SHOULD BE TRACKED TOP TO BOTTOM AND STABILIZED WITH NORTH AMERICAN GREEN S150,
OR APPROVED OTHER, STAKED TO MANUFACTURER'S RECOMMENDATIONS. TOP SOIL PLACEMENT ON SLOPES SHALL BE INSTALLED IN A
BENCHED PATTERN.
7."AS-BUILT" DRAWINGS AND PLANS OF THE STORM DRAINAGE SYSTEM, INCLUDING DESIGNED DITCHES, MUST BE SUBMITTED PRIOR TO
FINAL INSPECTION TO THE CITY/COUNTY ENGINEERING DEPARTMENT IN ACCORDANCE WITH COUNTY ORDINANCE.
8.ALL DISTURBED AREAS MUST BE SEEDED AND MULCHED WITHIN 14 CALENDAR DAYS.
9.SLOPES SHALL BE GRADED NO STEEPER THAN 2:1. FILL SLOPES GREATER THAN 10' REQUIRE ADEQUATE TERRACING. SEE DETAIL.
10.A GRADING PLAN MUST BE SUBMITTED FOR ANY LOT GRADING EXCEEDING ONE ACRE THAT WAS NOT PREVIOUSLY APPROVED.
STORM DRAINAGE SCHEDULE
STRUCTURE
UP
CB 101
CB 102
CB 103
CB 104
DI 105
DI 106
FES 100
HEIGHT
5.85'
4.45'
6.12'
5.77'
5.26'
3.28'
???'
TOP
326.49
326.49
327.38
327.72
327.99
327.00
322.29
INV IN
320.74' (30" RCP) CB 103
321.89' (15" RCP) CB 102
321.76' (24" RCP) CB 104
322.05' (24" RCP) DI 105
323.23' (18" RCP) DI 106
319.50' (30" RCP) CB 101
INV OUT
320.64' (30" RCP)
322.04' (15" RCP)
321.26' (30" RCP)
321.95' (24" RCP)
322.73' (24" RCP)
323.72' (18" RCP)
OUTLET PIPE
216' @ 0.53%
30' @ 0.50%
104' @ 0.50%
38' @ 0.50%
137' @ 0.50%
99' @ 0.50%
STRUCTURE
DOWN
FES 100
CB 101
CB 101
CB 103
CB 104
DI 105
STORM DRAINAGE SCHEDULE
STRUCTURE
UP
CB 202
CB 203
CB 204
CB 205
CB 206
CB 207
CB 208
CB 213
CB 214
CB 215
CB 216
DI 201
DI 209
DI 210
DI 211
DI 212
FES 200
HEIGHT
9.68'
4.00'
4.40'
4.00'
9.58'
10.31'
9.60'
4.40'
4.00'
4.40'
4.00'
4.83'
4.42'
3.21'
5.00'
5.00'
???'
TOP
308.48
308.47
309.37
309.37
308.74
309.95
309.94
314.42
314.42
323.63
323.63
302.10
308.01
308.00
315.44
325.76
299.33
INV IN
298.90' (36" RCP) CB 206
303.88' (15" RCP) CB 204
304.17' (15" RCP) CB 203
305.07' (15" RCP) CB 205
299.26' (36" RCP) CB 207
301.39' (15" RCP) CB 213
300.04' (30" RCP) CB 208
300.84' (24" RCP) DI 209
310.12' (15" RCP) CB 215
310.12' (15" RCP) CB 214
319.33' (15" RCP) CB 216
297.27' (36" RCP) CB 202
304.34' (15" RCP) DI 211
304.09' (18" RCP) DI 210
310.54' (15" RCP) DI 212
296.00' (36" RCP) DI 201
INV OUT
298.80' (36" RCP)
304.47' (15" RCP)
304.97' (15" RCP)
305.37' (15" RCP)
299.16' (36" RCP)
299.64' (36" RCP)
300.34' (30" RCP)
310.02' (15" RCP)
310.42' (15" RCP)
319.23' (15" RCP)
319.63' (15" RCP)
297.17' (36" RCP)
303.59' (24" RCP)
305.42' (18" RCP)
310.44' (15" RCP)
320.76' (15" RCP)
OUTLET PIPE
153' @ 1.00%
30' @ 1.00%
109' @ 1.00%
30' @ 1.00%
51' @ 0.51%
77' @ 0.49%
30' @ 1.00%
241' @ 3.58%
30' @ 1.00%
234' @ 3.90%
30' @ 1.00%
112' @ 1.05%
125' @ 2.20%
137' @ 0.97%
286' @ 2.13%
243' @ 4.20%
STRUCTURE
DOWN
DI 201
CB 202
CB 202
CB 204
CB 202
CB 206
CB 207
CB 207
CB 213
CB 213
CB 215
FES 200
CB 208
DI 209
DI 209
DI 211
STORM DRAINAGE SCHEDULE
STRUCTURE
UP
CB 301
CB 302
CB 303
CB 304
CB 305
CB 306
CB 307
CB 308
CB 309
CB 310
CB 311
DI 312
FES 300
HEIGHT
9.00'
7.35'
3.99'
5.04'
4.00'
4.55'
4.00'
4.50'
4.09'
4.40'
4.00'
5.16'
???'
TOP
307.84
307.84
307.85
310.56
310.57
312.14
312.14
313.63
313.62
315.72
315.72
318.33
301.33
INV IN
299.84' (24" RCP) CB 304
300.34' (18" RCP) CB 302
303.82' (15" RCP) CB 303
306.02' (18" RCP) CB 306
306.27' (15" RCP) CB 305
307.59' (18" RCP) CB 308
307.84' (15" RCP) CB 307
309.38' (15" RCP) CB 310
309.38' (15" RCP) CB 309
311.42' (15" RCP) CB 311
311.82' (15" RCP) DI 312
298.00' (36" RCP) CB 301
INV OUT
298.84' (36" RCP)
300.49' (18" RCP)
303.85' (15" RCP)
305.52' (24" RCP)
306.57' (15" RCP)
307.59' (18" RCP)
308.14' (15" RCP)
309.13' (18" RCP)
309.53' (15" RCP)
311.32' (15" RCP)
311.72' (15" RCP)
313.17' (15" RCP)
OUTLET PIPE
167' @ 0.50%
30' @ 0.50%
7' @ 0.43%
205' @ 2.78%
30' @ 1.00%
100' @ 1.56%
30' @ 1.00%
99' @ 1.55%
30' @ 0.50%
112' @ 1.73%
30' @ 1.00%
135' @ 1.00%
STRUCTURE
DOWN
FES 300
CB 301
CB 302
CB 301
CB 304
CB 304
CB 306
CB 306
CB 308
CB 308
CB 310
CB 311
STORM DRAINAGE SCHEDULE
STRUCTURE
UP
CB 401
CB 402
CB 403
CB 404
CB 405
FES 400
FES 406
HEIGHT
10.23'
9.82'
8.66'
5.19'
4.00'
???'
???'
TOP
307.97
307.96
307.45
306.59
306.59
299.83
305.33
INV IN
297.84' (36" RCP) CB 402
298.24' (36" RCP) CB 403
301.85' (36" RCP) FES 406
300.54' (15" RCP) CB 404
302.29' (15" RCP) CB 405
296.50' (36" RCP) CB 401
INV OUT
297.74' (36" RCP)
298.14' (36" RCP)
298.79' (36" RCP)
301.40' (15" RCP)
302.59' (15" RCP)
302.00' (36" RCP)
OUTLET PIPE
155' @ 0.80%
30' @ 1.00%
55' @ 1.01%
86' @ 1.00%
30' @ 1.00%
15' @ 0.98%
STRUCTURE
DOWN
FES 400
CB 401
CB 402
CB 403
CB 404
CB 403
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BYDATEDRAWN BY
DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but notlimited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP.S:\331\38790-Vass Mixed Use\DWG\Sheet\CD\38790-C4.0-GRAD.dwg | Plotted by Bryant IngeNORTH CAROLINA LICENSE NO. C-16525410 Trinity Road, Suite 102 | Raleigh, NC 27607TEL [phone] FAX [phone] www.timmons.comTHIS DRAWING PREPARED AT THERALEIGH OFFICE11/25/19
WINDER STATION AT VASSMAIN ST, VASS, MOORE COUNTY, NORTH CAROLINA38790
B. INGE
B. INGE
D. KIRK
AS SHOWNN O R T H C A R O L I
N
AP R O F E S S I O N A
LE N G I N E E RD
A
N I E L L E S . K I R K S E A L
0 4 3 9 2 9
STORM DRAINAGE SCHEDULEC4.1
1819202122
31
32
33
35
40
58
65
66
68
63
67
16 15 14
444142
64
17 13
3
5
4
1
70
2
69
23
29
34
36
30
37
38
28
26
24
27
25
8
43
49
46
45
52
59
39
47
48
51
56
55
54
53
57
60
62
50
12 11
10
9
61
7
6FIRE LANESOUTH

S
T
R
E
E
T
60' ROW
MAIN STREET60' ROWBREWER AVENUE60' ROWCONDUCTOR COURT
335330325320315
310305 300300295 300305300300305
305
305
3103
1
5
320325330
335340JOHNSON STREET
60' ROW
CON
D
U
C
T
O
R

C
O
U
R
T
WETLANDS
WETLANDS
WETLANDS
SITE BOUNDARY
SITE BOUNDARY
SITE BOUNDARY
SITE BOUNDARY
RETAINING WALL
DESIGNED BY
OTHERS
EXISTING ACCESS
EASEMENT
MAIL
KIOSK
20' DRAINAGE
EASEMENT
20' DRAINAGE
EASEMENT
20' DRAINAGE
EASEMENT
30' PUBLIC UTILITY
EASEMENT
NAG C350 OR
EQUIVALENT LINER
NAG C350 OR
EQUIVALENT LINER
NAG C350 OR
EQUIVALENT LINER
LIMITS OF DISTURBANCE
ARMOR BASIN ENTRY SLOPES
WITH NAG C350 OR RIPRAP
CHECK DAM (TYP)
INLET PROTECTION (TYP)
7.5'x15'x18"
CLASS B
RIPRAP
D50 = 8"
9'x18'x18"
CLASS B
RIPRAP
D50 = 8"
6'x12'x18"
CLASS B
RIPRAP
D50 = 8"
9'x18'x18"
CLASS B
RIPRAP
D50 = 8"
9'x18'x18"
CLASS B
RIPRAP
D50 = 8"
6'x12'x18" CLASS B RIPRAP
D50 = 8"
4.5'x6'x12"
CLASS A
RIPRAP
D50 = 4"
CHECK DAM (TYP)
SILT FENCE
OUTLET (TYP)
POROUS
BAFFLE (TYP)
SEDIMENT BASIN
#2 (SEE TABLE)
SEDIMENT BASIN #1
(SEE SCM TABLE)
SEDIMENT BASIN
#3 (SEE TABLE)
POROUS
BAFFLE
(TYP)
POROUS
BAFFLE (TYP)
LIMITS OF DISTURBANCE
TREE PROTECTION
SILT FENCE (TYP)
TREE PROTECTION
SILT FENCE (TYP)
2" SKIMMER
1.5" ORIFICE
2.5" SKIMMER
2.0" ORIFICE
2" SKIMMER
1.5" ORIFICE
DIVERSION
DITCH #5
DIVERSION
DITCH #4
DIVERSION
DITCH #1
DIVERSION
DITCH #2
DIVERSION
DITCH #3
SILT FENCE
OUTLET (TYP)
SILT FENCE
OUTLET (TYP)
TREE PROTECTION
SILT FENCE (TYP)
TREE PROTECTION
SILT FENCE (TYP)
TREE PROTECTION
SILT FENCE (TYP)
ARMOR BASIN ENTRY SLOPES
WITH NAG C350 OR RIPRAP
ARMOR BASIN ENTRY SLOPES
WITH NAG C350 OR RIPRAP
CHECK DAM (TYP)
INLET PROTECTION (TYP)
INLET PROTECTION (TYP)
HORSESHOE INLET
PROTECTION
LIMITS OF DISTURBANCE
CONSTRUCTION
ENTRANCE (TYP)
CONSTRUCTION
ENTRANCE (TYP)
CONCRETE
WASHOUT
STATION
CONCRETE
WASHOUT
STATION
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BYDATEDRAWN BY
DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but notlimited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP.S:\331\38790-Vass Mixed Use\DWG\Sheet\CD\38790-C5.0-EROS.dwg | Plotted by Bryant IngeNORTH CAROLINA LICENSE NO. C-16525410 Trinity Road, Suite 102 | Raleigh, NC 27607TEL [phone] FAX [phone] www.timmons.comTHIS DRAWING PREPARED AT THERALEIGH OFFICE11/25/19
WINDER STATION AT VASSMAIN ST, VASS, MOORE COUNTY, NORTH CAROLINA38790
B. INGE
B. INGE
D. KIRK
AS SHOWNN O R T H C A R O L I
N
AP R O F E S S I O N A
LE N G I N E E RD
A
N I E L L E S . K I R K S E A L
0 4 3 9 2 9
SEDIMENTATION & EROSION CONTROL PLANC5.0
0
SCALE 1"=80'
160'80'NAD 83WETLANDS
OPEN SPACE AREA
FLOODPLAIN
STREAM CENTERLINE
SITE PLAN LEGEND
GENERAL NOTES
SITE AREA
DESCRIPTION
STABILIZATION
TIME FRAME
STABILIZATION TIME
FRAME EXCEPTIONS
PERIMETER DIKES,
SWALES, DITCHES
AND SLOPES
7 DAYS NONE
HIGH QUALITY
WATER (HQW)
ZONES
7 DAYS NONE
SLOPES STEEPER
THAN 3:1
7 DAYS IF SLOPES ARE 10' OR LESS IN
LENGTH AND ARE NOT STEEPER
THAN 2:1, 14 DAYS ALLOWED
SLOPES 3:1 OR
FLATTER
14 DAYS 7 DAYS FOR SLOPES GREATER
THAN 50 FEET IN LENGTH
ANY OTHER AREAS
WITH SLOPES
FLATTER THAN 4:1
14 DAYS NONE (EXCEPT FOR PERIMETERS
AND HQW ZONES)
* "EXTENSIONS OF TIME MAY BE APPROVED BY THE PERMITTING
AUTHORITY BASED ON WEATHER OR OTHER SITE-SPECIFIC CONDITIONS
THAT MAKE COMPLIANCE IMPRACTICABLE." (SECTION II.B(2)(B)
GROUND STABILIZATION
1.THE GRADING CONTRACTOR SHALL COMPLY WITH
ALL STATE AND LOCAL CODES IN OBSERVING
EROSION CONTROL MEASURES BOTH ON AND
OFF-SITE.
2.THE GRADING CONTRACTOR SHALL MAINTAIN ALL
EROSION CONTROL DEVICES AFTER EACH RAINFALL
EVENT OR AS DIRECTED BY LOCAL AUTHORITIES OR
THE ENGINEER.
3.THE GRADING CONTRACTOR SHALL BE
RESPONSIBLE FOR OFF-SITE DISPOSAL OF ALL
CLEARING AND GRADING WASTE MATERIALS
GENERATED DURING HIS PHASE OF WORK AND FOR
OBTAINING ALL APPLICABLE PERMITS FOR OFF-SITE
STOCKPILES AND/OR WASTE AREAS.
4.THE CONTRACTOR SHALL BE RESPONSIBLE FOR
CLEANING ANY TRACKED SOIL FROM ALL ADJACENT
ROADWAYS THAT ARE IMPACTED BY
CONSTRUCTION TRAFFIC.
DISTURBED AREA = 18.00 ACRES
STOCKPILE MAINTENANCE PLAN
1.SEEDING OR COVERING STOCKPILES WITH TARPS OR MULCH IS REQUIRED
AND WILL REDUCE EROSION PROBLEMS. TARPS SHOULD BE KEYED IN AT THE
TOP OF THE SLOPE TO KEEP WATER FROM RUNNING UNDERNEATH THE
PLASTIC.
2.THE APPROVED PLAN SHALL PROVIDE FOR THE USE OF STAGED SEEDING AND
MULCHING ON A CONTINUAL BASIS WHILE THE STOCKPILE IS IN USE.
3.ESTABLISH AND MAINTAIN A VEGETATIVE BUFFER AT THE TOE OF THE SLOPE
(WHERE PRACTICAL).
MAINTENANCE PLAN
1.A 25-FOOT TEMPORARY MAINTENANCE AND ACCESS EASEMENT SHALL
BE SHOWN AROUND ALL PROPOSED STOCKPILES (EROSION CONTROL
MEASURES SURROUNDING THE STOCKPILE SHALL BE SHOWN AT THE
OUTER LIMIT OF THIS EASEMENT).
2.STOCKPILE FOOTPRINTS SHALL BE SETBACK A MINIMUM OF 25’ FROM
ADJACENT PROPERTY LINES.
3.A NOTE SHALL BE PROVIDED ON THE APPROVED PLAN THAT STOCKPILE
HEIGHT SHALL NOT EXCEED 35 FEET.
4.STOCKPILE SLOPES SHALL BE 2:1 OR FLATTER.
5.APPROVED BMPS SHALL BE SHOWN ON A PLAN TO CONTROL ANY
POTENTIAL SEDIMENT LOSS FROM A STOCKPILE.
6.STOCKPILING MATERIALS ADJACENT TO A DITCH, DRAINAGEWAY,
WATERCOURSE, WETLAND, STREAM BUFFER, OR OTHER BODY OF
WATER SHALL BE AVOIDED UNLESS AN ALTERNATIVE LOCATION IS
DEMONSTRATED TO BE UNAVAILABLE.
7.ANY CONCENTRATED FLOW LIKELY TO AFFECT THE STOCKPILE SHALL BE
DIVERTED TO AN APPROVED BMP.
8.OFF-SITE SPOIL OR BORROW AREAS MUST BE IN COMPLIANCE WITH
STATE REGULATIONS. ALL SPOIL AREAS OVER AN ACRE ARE REQUIRED
TO HAVE AN APPROVED SEDIMENT CONTROL PLAN.
STOCKPILE DESIGN CRITERIA
1.ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE CHECKED FOR
STABILITY AND OPERATION FOLLOWING EVERY RUNOFF-PRODUCING
RAINFALL BUT IN NO CASE LESS THAN ONCE EVERY WEEK. ANY NEEDED
REPAIRS SHALL BE MADE IMMEDIATELY TO MAINTAIN ALL MEASURES AS
DESIGNED.
2.REMOVE SEDIMENT FROM SEDIMENT SKIMMER BASINS WHEN STORAGE
CAPACITY HAS BEEN APPROXIMATELY 50% FILLED. CLEAN OR REPLACE
GRAVEL FILTER WHEN THE SEDIMENT POOL NO LONGER DRAINS PROPERLY.
3.REMOVE SEDIMENT FROM BEHIND SILT FENCE WHEN DEPTH REACHES
6-INCHES AT THE FENCE. REPAIR SILT FENCE AS NECESSARY TO MAINTAIN
A BARRIER.
4.ALL SEEDED AREAS SHALL BE FERTILIZED, RE-SEEDED AS NECESSARY, AND
MULCHED ACCORDING TO PROJECT SPECS TO MAINTAIN A VIGOROUS,
DENSE VEGETATIVE GROWTH.
5.MAINTAIN SILT/TREE PROTECTION FENCING THROUGHOUT DURATION OF
CONSTRUCTION.
1.SCHEDULE A SITE MEETING WITH THE ENVIRONMENTAL ENGINEER/CONSULTANT TO
DETERMINE IF A BASIN CAN BE REMOVED. INSTALL SILT FENCING OR OTHER
TEMPORARY EROSION CONTROL MEASURES AS NEEDED PRIOR TO REMOVAL OF THE
BASIN.
2.REMOVE BASIN(S) AND ASSOCIATED TEMPORARY DIVERSION DITCHES. IF CULVERT
PIPES NEED TO BE EXTENDED, PERFORM THIS OPERATION AT THIS TIME. FINE GRADE
AREA IN PREPARATION FOR SEEDING.
3.PERFORM SEEDBED PREPARATION, SEED, MULCH AND ASPHALT TACK ANY RESULTING
BARE AREAS IMMEDIATELY.
4.INSTALL VELOCITY DISSIPATORS AND/OR LEVEL SPREADERS AS REQUIRED ON THE
EROSION CONTROL PLAN.
5.WHEN SITE IS FULLY STABILIZED, CALL ENVIRONMENTAL ENGINEER/CONSULTANT FOR
APPROVAL OF REMOVING REMAINING TEMPORARY EROSION CONTROL MEASURES AND
ADVICE ON WHEN SITE CAN BE ISSUED A CERTIFICATE OF COMPLETION.
BASIN REMOVAL SEQUENCE
THE SEDIMENTATION POLLUTION CONTROL ACT WAS AMENDED IN 2006 TO REQUIRE THAT
PERSONS RESPONSIBLE FOR LAND-DISTURBING ACTIVITIES INSPECT A PROJECT AFTER EACH
PHASE OF THE PROJECT TO MAKE SURE THAT THE APPROVED EROSION AND SEDIMENTATION
CONTROL PLAN IS BEING FOLLOWED.
RULES DETAILING THE DOCUMENTATION OF THESE INSPECTIONS TOOK EFFECT OCTOBER 1,
2010.
THE SELF-INSPECTION PROGRAM IS SEPARATE FROM THE WEEKLY SELF-MONITORING
PROGRAM OF THE NPDES STORMWATER PERMIT FOR CONSTRUCTION ACTIVITIES. THE FOCUS
OF THE SELF-INSPECTION REPORT IS THE INSTALLATION AND MAINTENANCE OF EROSION AND
SEDIMENTATION CONTROL MEASURES ACCORDING TO THE APPROVED PLAN. THE INSPECTIONS
SHOULD BE CONDUCTED AFTER EACH PHASE OF THE PROJECT, AND CONTINUED UNTIL
PERMANENT GROUND COVER IS ESTABLISHED.
THE SELF-INSPECTION REPORT FORM IS AVAILABLE AS AN EXCEL SPREADSHEET FROM THE
LAND QUALITY WEB SITE,
HTTP://PORTAL.NCDENR.ORG/WEB/LR/EROSION
NCDENR SELF-INSPECTION PROGRAM
EROSION CONTROL LEGEND
LIMITS OF DISTURBANCE
STANDARD GRAVEL
INLET PROTECTION
DIVERSION DITCH
SILT FENCE OUTLET
POROUS BAFFLES
SKIMMER
TREE PROTECTION SILT FENCE
CHECK DAM
SANSANSANSANWWWWS18
58
44
49
46
45
52
59
47
48
51
56
55
54
53
57
60
50
61
SOUTH STREET60' ROWCONDUCTOR COURT60' ROWSSSSSSSSANSANSANSANSAN
SAN
SAN
SAN
SAN
SAN
SAN
6''W
6''W
6''W
6''W
6''W
6''W
6''W
6''W
6''W6''W
6''W
6''W
6''W
6''W
6''W 6''W6''W6''W6''W6''W6''W6''W6''W6''WSFIRE LANE
60' ROW
FIRE LANE
40' ROW
FIRE LANE
60' ROW
9+59.05
10+00
11+00
12+00
13+00
14+00
15+00
16+00
17+00
18+00
19+00
19+94.5216+0017+0019+0020+00CB 404
15" RCP
CB 405
15" RCP
CB 403
36" RCP
FES 406
FES 400 36" RCPCB 401
36" RCP
CB 402
DI 312
CB 311
CB 310
CB 308
CB 309
CB 306
CB 307
CB 305
CB 304
CB 303
CB 302
CB 301
FES 300
15" RCP
18" RCP
24" RCP
36" RCP18" RCP
15" RCP
18" RCP
15" RCP15" RCP
15" RCP 15" RCP15" RCPCB 215
CB 216
CB 213 CB 214
15" RCP
15" RCP
15" RCP
MH 6
MH 5
MH 15
MH 4
MH 3
MH 2MH 1
EXMH 1
8" PVC
8" PVC
8" PVC
8" PVC
8" DIP
8" DIP
8" DIP
HORIZ SCALE: 1"=50'
VERT SCALE: 1"=5'
FIRE LANE PLAN & PROFILE
290
295
300
305
310
315
320
325
330
335
290
295
300
305
310
315
320
325
330
335
306.3304.9302.2302.0302.9304.2305.5307.4309.1311.3313.1314.4315.3316.2317.4318.5319.7321.5323.1324.9306.35306.70307.20307.70308.19308.19307.84308.20308.95309.70310.45311.21311.96312.71313.46314.21315.11316.74318.74320.189+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 20+50
80' VC
K = 31.96
A.D. = 2.50%
PVI ELEV = 307.60
PVI STA = 13+10
LOW POINT STA = 13+01.96
LOW POINT ELEV = 307.84
BVCS = 12+70.00BVCE = 308.00EVCS = 13+50.00EVCE = 308.2080' VC
K = 32.01
A.D. = 2.50%
PVI ELEV = 315.10
PVI STA = 18+08.92
LOW POINT STA = 17+68.92
LOW POINT ELEV = 314.50
BVCS = 17+68.92BVCE = 314.50EVCS = 18+48.92EVCE = 316.7060' VC
K = 30.00
A.D. = -2.00%
PVI ELEV = 308.45
PVI STA = 12+25
HIGH PT STA = 12+25.00
HIGH POINT ELEV = 308.30
BVCS = 11+95.00BVCE = 308.15EVCS = 12+55.00EVCE = 308.15-1.17%
-2.00%
2.00%
1.50%
4.00%
1.00%-1.00%PVI STA = 10+00.00PVI ELEV = 306.35PVI STA = 10+06.76
PVI ELEV = 306.27
PVI STA = 19+77.02
PVI ELEV = 320.22
PVI STA = 19+64.52
PVI ELEV = 320.47
PVI STA = 19+22.02PVI ELEV = 319.62307 LF
8" DIP
@ 0.50%
MH 3
TOP 310.57
INV IN 303.91 (SS 4-3)
INV OUT 303.71 (SS 3-2)
203 LF
8" PVC
@ 1.12%
MH 4
TOP 313.69
INV IN 306.39 (SS 5-4)
INV OUT 306.19 (SS 4-3)
238 LF
8" PVC
@ 2.39%
MH 5
TOP 320.58
INV IN 312.28 (SS 6-5)
INV OUT 312.08 (SS 5-4)
MH 2
TOP 308.18
INV IN 302.17 (SS 3-2)
INV OUT 301.97 (SS 2-1)
74 LF
8" DIP
@ 0.50%
MH 1
TOP 307.48
INV IN 301.60 (SS 2-1)
INV OUT 301.40 (SS 1-EX)
152 LF
8" DIP
@ 0.50%
EXMH 1
TOP 306.04
INV IN 300.64 (SS 1-EX)
CB 301
TOP 307.84
INV IN 299.84 (304-301)
INV IN 300.34 (302-301)
INV OUT 298.84 (301-300)
205 LF
24" RCP
@ 2.78%
CB 304
TOP 310.56
INV IN 306.02 (306-304)
INV IN 306.27 (305-304)
INV OUT 305.52 (304-301)
100 LF
18" RCP
@ 1.56%
99 LF
18" RCP
@ 1.55%
CB 306
TOP 312.14
INV IN 307.59 (308-306)
INV IN 307.84 (307-306)
INV OUT 307.59 (306-304)
CB 308
TOP 313.63
INV IN 309.38 (310-308)
INV IN 309.38 (309-308)
INV OUT 309.13 (308-306)
CB 310
TOP 315.72
INV IN 311.42 (311-310)
INV OUT 311.32 (310-308)
CB 404
TOP 306.59
INV IN 302.29 (405-404)
INV OUT 301.40 (404-403)
86 LF
15" RCP
@ 1.00%
CB 403
TOP 307.45
INV IN 301.85 (406-403)
INV IN 300.54 (404-403)
INV OUT 298.79 (403-402)
55 LF
36" RCP
@ 1.01%
CB 402
TOP 307.96
INV IN 298.24 (403-402)
INV OUT 298.14 (402-401)
215-213
15" RCP
6" MIN. W/
CONCRETE
CRADLE TEMPORARY
BLOWOFF
ASSEMBLY (TYP)
6" MIN. W/
CONCRETE
CRADLE
6" MIN. W/
CONCRETE
CRADLE
FIRE HYDRANT
ASSEMBLY (TYP)
FIRE HYDRANT
ASSEMBLY (TYP)
6"X6" TEE
(3) GVEXISTING
GRADE
PROPOSED
GRADE
18" MIN.
18" MIN.
18" MIN.
18" MIN.
18" MIN.
6" C900
WATER MAIN
6" C900
WATER MAIN
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BYDATEDRAWN BY
DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but notlimited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP.S:\331\38790-Vass Mixed Use\DWG\Sheet\CD\38790-C6.1-PROF.dwg | Plotted by Bryant IngeNORTH CAROLINA LICENSE NO. C-16525410 Trinity Road, Suite 102 | Raleigh, NC 27607TEL [phone] FAX [phone] www.timmons.comTHIS DRAWING PREPARED AT THERALEIGH OFFICE11/25/19
WINDER STATION AT VASSMAIN ST, VASS, MOORE COUNTY, NORTH CAROLINA38790
B. INGE
B. INGE
D. KIRK
AS SHOWNN O R T H C A R O L I
N
AP R O F E S S I O N A
LE N G I N E E RD
A
N I E L L E S . K I R K S E A L
0 4 3 9 2 9
FIRE LANE PLAN & PROFILEC6.1
SCALE 1"=50'
100'50'0
NAD 83PROFILE SCALE
0
0
50
5
6" C900 WATERLINE
TEMPORARY
BLOWOFF
ASSEMBLY
EXISTING 1"
CAST IRON
WATERMAIN
SANITARY
LATERAL
(TYP)
6"x6" TEE
(3) 6" GV
20' DRAINAGE
EASEMENT
8''W
UTILITY LEGEND
PROPOSED SEWER LINE
PROPOSED FORCE MAIN
PROPOSED WATER LINE
WATER LINE TEE
FIRE HYDRANT
WATER METER
REDUCER
GATE VALVE.
BLOWOFF ASSEMBLY
FM
SAN
WATERCOURSE BUFFER
WETLANDS
TREE SAVE AREA
FLOODPLAIN
STREAM CENTERLINE
SITE PLAN LEGEND
MAIL KIOSK
(TYP)
SCM #3
FIRE HYDRANT
ASSEMBLY (TYP)
FIRE HYDRANT ASSEMBLY (TYP)
FIRE HYDRANT ASSEMBLY (TYP)
WATER
METER
(TYP)
6" C900 WATERLINE
DRAINAGE
EASEMENT
20' DRAINAGE
EASEMENT
EXISTING
ACCESS
EASEMENT
10' x 70' SDT
EASEMENT
10' x 70' SDT
EASEMENT
WETLANDS
HORIZ SCALE: 1"=50'
VERT SCALE: 1"=5'
CONDUCTOR COURT PLAN & PROFILE
305
310
315
320
325
330
335
340
345
350
305
310
315
320
325
330
335
340
345
350
338.0335.5334.0330.9328.7327.7328.1329.8330.3331.3332.5333.3332.8330.1328.4326.8324.9322.6319.8337.95335.00332.01329.60328.01327.25326.75326.50327.00327.75328.43328.45327.67326.07324.07322.07320.07318.07316.079+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00
80' VC
K = 32.00
A.D. = 2.50%
PVI ELEV = 326.25
PVI STA = 13+50
LOW POINT STA = 13+42.00
LOW POINT ELEV = 326.49
BVCS = 13+10.00BVCE = 326.65EVCS = 13+90.00EVCE = 326.85150' VC
K = 30.00
A.D. = 5.00%
PVI ELEV = 328.10
PVI STA = 11+65
LOW POINT STA = 12+40.00
LOW POINT ELEV = 327.35
BVCS = 10+90.00BVCE = 332.60EVCS = 12+40.00EVCE = 327.35170' VC
K = 30.91
A.D. = -5.50%
PVI ELEV = 329.47
PVI STA = 15+65
HIGH PT STA = 15+26.36
HIGH POINT ELEV = 328.54
BVCS = 14+80.00BVCE = 328.20EVCS = 16+50.00EVCE = 326.07-5.
7
1
%
1.50%
-6.
0
0
%
-1.00%
-4.0
0
%PVI STA = 10+00.00PVI ELEV = 337.95PVI STA = 10+14.65PVI ELEV = 337.12CB 104
TOP 327.72
INV IN 322.05 (105-104)
INV OUT 321.95 (104-103)38 LF
24" RCP
@ 0.50%
CB 103
TOP 327.38
INV IN 321.76 (104-103)
INV OUT 321.26 (103-101)
104 LF
30" RCP
@ 0.50%CB 101
TOP 326.49
INV IN 320.74 (103-101)
INV IN 321.89 (102-101)
INV OUT 320.64 (101-100)
MH 9
TOP 332.94
INV OUT 321.94 (SS 9-8)
MH 8
TOP 326.75
INV IN 317.95 (SS 9-8)
INV OUT 317.75 (SS 8-7)
75 LF
8" PVC
@ 0.50%
MH 7
TOP 327.85
INV IN 317.37 (SS 8-7)
INV OUT 317.17 (SS 7-6)
169 LF
8" PVC
@ 0.50%
MH 6
TOP 326.58
INV IN 316.33 (SS 7-6)
INV OUT 316.13 (SS 6-5)
MH 5
TOP 320.58
INV IN 312.28 (SS 6-5)
INV OUT 312.08 (SS 5-4)
149 L
F
8" PV
C
@ 2.5
7
%
CB 215
TOP 323.63
INV IN 319.33 (216-215)
INV OUT 319.23 (215-213)
234
L
F
15"
R
C
P
@ 3
.
9
0
%
6" MIN. W/
CONCRETE
CRADLE
311 LF
8" DIP
@ 1.28%
18" MIN.
18" MIN.CONNECT TO EXISTING
6" WATERLINE WITH
TAPPING SLEEVE
EXISTING
GRADE
PROPOSED
GRADE
6"x6" TEE
(3) 6" GV
FIRE HYDRANT
ASSEMBLY (TYP)
FIRE HYDRANT
ASSEMBLY (TYP)
FIRE HYDRANT
ASSEMBLY (TYP)
6" C900
WATER MAINWWWWWWWW 18
65
66
68
63
67
161514
44
64
1713
3
5
4
1
70
2
69
8
46
45
47
48
60
62
12
11
10
9
61
7
6MAIN STREET60' ROWCONDUCTOR COURT
60' ROWCON
D
U
C
T
O
R

C
O
U
R
T
60' R
O
W
6''W6''W6''W6''W6''W6''W6''W6''W6''W6''W6''W6''W6''W6''W6''W6''W6''W6''W6''W6''W6''WSSS
S SSSANSANSANSANSANSANSANSANSANFIRE LANE60' ROW18+0019+0019+94.529+70.
6
0
10+0
0
11+0
0
12+0
0
13+0
0
14+00 15+00
16+00
17+00 19+00
DI 105
CB 104
CB 103
DI 106
CB 102
CB 101
15" RCP
30" RCP30" R
C
P
24" RCP 24" RCP18" RCP
DI 312 CB 311 CB 310
15" RCP15" RCP
15" RCP
DI 212
CB 215
CB 216
DI 211
CB 213
CB 214
15" RCP
15" RCP 15" RCP
15" RCP
MH 9
MH 7
MH 8
MH 6
MH 5
MH 15
8" DIP
8" PVC
8" PVC
8" PVC
8" PVC
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BYDATEDRAWN BY
DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but notlimited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP.S:\331\38790-Vass Mixed Use\DWG\Sheet\CD\38790-C6.2-PROF.dwg | Plotted by Bryant IngeNORTH CAROLINA LICENSE NO. C-16525410 Trinity Road, Suite 102 | Raleigh, NC 27607TEL [phone] FAX [phone] www.timmons.comTHIS DRAWING PREPARED AT THERALEIGH OFFICE11/25/19
WINDER STATION AT VASSMAIN ST, VASS, MOORE COUNTY, NORTH CAROLINA38790
B. INGE
B. INGE
D. KIRK
AS SHOWNN O R T H C A R O L I
N
AP R O F E S S I O N A
LE N G I N E E RD
A
N I E L L E S . K I R K S E A L
0 4 3 9 2 9
CONDUCTOR COURT (STA 10+00 TO 19+00) PLAN & PROFILEC6.2
SCALE 1"=50'
100'50'0
NAD 83PROFILE SCALE
0
0
50
5
FIRE HYDRANT
ASSEMBLY (TYP)
6"x6" TEE
(3) 6" GV
SANITARY
LATERAL
(TYP)
WATER
METER
(TYP)
8''W
UTILITY LEGEND
PROPOSED SEWER LINE
PROPOSED FORCE MAIN
PROPOSED WATER LINE
WATER LINE TEE
FIRE HYDRANT
WATER METER
REDUCER
GATE VALVE.
BLOWOFF ASSEMBLY
FM
SAN
WATERCOURSE BUFFER
WETLANDS
TREE SAVE AREA
FLOODPLAIN
STREAM CENTERLINE
SITE PLAN LEGEND
FIRE HYDRANT
ASSEMBLY (TYP)
FIRE HYDRANT
ASSEMBLY (TYP)
MAIL KIOSK (TYP)
6" C900 WATER MAIN
6" C900 WATER MAIN
CONNECT TO EXISTING
6" WATERMAIN WITH
TAPPING SLEEVE
EXISTING 6"
WATERMAIN
DRAINAGE
EASEMENT
20' DRAINAGE
EASEMENT
20' DRAINAGE
EASEMENT
WALL DESIGN
BY OTHERS
20' DRAINAGE
EASEMENT
10' x 70' SDT
EASEMENT
10' x 70' SDT
EASEMENT
18 19 20 21 22
31
32
33
35
40
161514
44 4142
1713
23
29
34
36
30
37
38
28
26
24
27
25
43
46
45
39
47
60
12
61
CONDUCTOR COURT
60' ROW SANSANSANSANSAN6''W6''W6''W6''W6''W6''W6''W6''W6''W6''W6''W6''W6''W6''W6''W6''W6''W6''W6''W6''W6''W6''WSSSSSSSANSANSANSANSANSANSANSANSANFIRE LANE60' ROW18+0019+0019+94.5226+6
0.
47
17+00 19+00 20+00 21+00 22+00
23+0
0
24+
0
0
25+
0
0
26+
00
CB 215
CB 216
DI 211
CB 213
CB 214
CB 207
CB 208
CB 204
CB 205
CB 206
CB 202
CB 203
DI 209
DI 210
DI 201
15" RCP
36"
RCP36" RCP24" RCP15" RCP
15" RCP
15" RCP
15" RCP
15"
R
C
P
30" RCP
36" RCP
36" RCP
15" RCP
15" RCP 15" RCP
18" R
C
P
CB 311 CB 310
15" RCP15" RCP
15" RCP
MH 5 MH 15
MH 11
MH 12
MH 14
MH 13
8" PVC
8" DIP
8" DIP
8" PVC
8" PVC
8" PVC
8" PVC
HORIZ SCALE: 1"=50'
VERT SCALE: 1"=5'
CONDUCTOR COURT PLAN & PROFILE
295
300
305
310
315
320
325
330
335
295
300
305
310
315
320
325
330
335
EXISTING
GRADE
PROPOSED
GRADE
FIRE HYDRANT
ASSEMBLY (TYP)324.9322.6319.8318.0316.6314.6312.6311.1309.9308.6307.7307.0306.5307.0308.1309.0309.8309.9320.07318.07316.07314.27313.20312.32311.45310.57309.70308.85308.48308.72309.22309.72310.22310.72311.22311.7218+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00
110' VC
K = 40.00
A.D. = 2.75%
PVI ELEV = 308.12
PVI STA = 22+90
LOW POINT STA = 23+04.98
LOW POINT ELEV = 308.47
BVCS = 22+35.00BVCE = 309.09EVCS = 23+45.00EVCE = 308.6770' VC
K = 31.10
A.D. = 2.25%
PVI ELEV = 314.07
PVI STA = 19+50
LOW POINT STA = 19+85.00
LOW POINT ELEV = 313.46
BVCS = 19+15.00BVCE = 315.47EVCS = 19+85.00EVCE = 313.46-1.75%
1.00%PVI STA = 26+61.39PVI ELEV = 311.84234
L
F
15"
R
C
P
@ 3
.
9
0
%
CB 213
TOP 314.42
INV IN 310.12 (215-213)
INV IN 310.12 (214-213)
INV OUT 310.02 (213-207)241
L
F
15"
R
C
P
@ 3.
5
8
%
CB 207
TOP 309.95
INV IN 301.39 (213-207)
INV IN 300.04 (208-207)
INV OUT 299.64 (207-206)
77 LF
36" RCP
@ 0.49%
CB 206
TOP 308.74
INV IN 299.26 (207-206)
INV OUT 299.16 (206-202)
51 LF
36" RCP
@ 0.51%
CB 202
TOP 308.48
INV IN 298.90 (206-202)
INV IN 303.88 (204-202)
INV IN 304.17 (203-202)
INV OUT 298.80 (202-201)
109 LF
15" RCP
@ 1.00%
CB 204
TOP 309.37
INV IN 305.07 (205-204)
INV OUT 304.97 (204-202)
MH 15
TOP 318.01
INV OUT 309.01 (SS 15-14)
356 LF
8" DIP
@ 1.63%
MH 14
TOP 309.48
INV IN 303.20 (SS 15-14)
INV OUT 303.00 (SS 14-13)
111 LF
8" DIP
@ 0.50%
MH 13
TOP 308.35
INV IN 302.44 (SS 14-13)
INV OUT 302.24 (SS 13-12)
298 LF
8" PVC
@ 0.50%
MH 12
TOP 311.22
INV IN 300.75 (SS 13-12)
INV OUT 300.55 (SS 12-11)
FIRE HYDRANT
ASSEMBLY (TYP)
FIRE HYDRANT
ASSEMBLY (TYP)
18" MIN.
18" MIN.
18" MIN.
6" MIN. W/
CONCRETE
CRADLE 6" MIN. W/
CONCRETE
CRADLE
6" C900
WATER MAIN
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BYDATEDRAWN BY
DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but notlimited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP.S:\331\38790-Vass Mixed Use\DWG\Sheet\CD\38790-C6.3-PROF.dwg | Plotted by Bryant IngeNORTH CAROLINA LICENSE NO. C-16525410 Trinity Road, Suite 102 | Raleigh, NC 27607TEL [phone] FAX [phone] www.timmons.comTHIS DRAWING PREPARED AT THERALEIGH OFFICE11/25/19
WINDER STATION AT VASSMAIN ST, VASS, MOORE COUNTY, NORTH CAROLINA38790
B. INGE
B. INGE
D. KIRK
AS SHOWNN O R T H C A R O L I
N
AP R O F E S S I O N A
LE N G I N E E RD
A
N I E L L E S . K I R K S E A L
0 4 3 9 2 9
CONDUCTOR COURT (STA 18+00 TO 27+00) PLAN & PROFILEC6.3
SCALE 1"=50'
100'50'0
NAD 83PROFILE SCALE
0
0
50
5
SANITARY
LATERAL
(TYP)
WATER
METER
(TYP)
8''W
UTILITY LEGEND
PROPOSED SEWER LINE
PROPOSED FORCE MAIN
PROPOSED WATER LINE
WATER LINE TEE
FIRE HYDRANT
WATER METER
REDUCER
GATE VALVE.
BLOWOFF ASSEMBLY
FM
SAN
WATERCOURSE BUFFER
WETLANDS
TREE SAVE AREA
FLOODPLAIN
STREAM CENTERLINE
SITE PLAN LEGEND
FIRE HYDRANT ASSEMBLY (TYP)
FIRE HYDRANT
ASSEMBLY (TYP)
FIRE HYDRANT
ASSEMBLY (TYP)
RETAINING
WALL DESIGN
BY OTHERS
10' x 70' SDT
EASEMENT
10' x 70' SDT
EASEMENT
6" C900 WATERLINE
6" C900
WATER MAIN
20' DRAINAGE
EASEMENT
20' DRAINAGE
EASEMENT
20' DRAINAGE
EASEMENT
30' PUBLIC UTILITY
EASEMENT
SITE BOUNDARY
SANSANSANSANSANSSWWWWW31
32
33
29
34
30
28
SANSANSAN6''W6''W6''W6''W6''W6''W6''W6''W6''WSSS
SANSANSANSANSANSAN9+5010+0011+00 12+00 13+00 14+00
8" PVCMH 11
MH 10
8" PVCMH 12
8" PVC BREWER AVENUE60' ROWHORIZ SCALE: 1"=50'
VERT SCALE: 1"=5'
SSWR OUTFALL A PROFILE PLAN & PROFILE
290
295
300
305
310
315
320
325
290
295
300
305
310
315
320
325
EXISTING
GRADE
308.3309.8310.3309.2307.9307.5307.4307.8307.7306.0311.24311.22312.189+00 10+00 11+00 12+00 13+00 14+00 15+00
MH 12
TOP 311.22
INV IN 300.75 (SS 13-12)
INV OUT 300.55 (SS 12-11)
MH 11
TOP 311.36
INV IN 300.20 (SS 12-11)
INV OUT 300.00 (SS 11-10)
70 LF
8" PVC
@ 0.50%
299 LF
8" PVC
@ 0.50%
MH 10
TOP 307.86
INV IN 298.50 (SS 11-10)
PROPOSED
GRADE
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BYDATEDRAWN BY
DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but notlimited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP.S:\331\38790-Vass Mixed Use\DWG\Sheet\CD\38790-C6.4-PROF.dwg | Plotted by Bryant IngeNORTH CAROLINA LICENSE NO. C-16525410 Trinity Road, Suite 102 | Raleigh, NC 27607TEL [phone] FAX [phone] www.timmons.comTHIS DRAWING PREPARED AT THERALEIGH OFFICE11/25/19
WINDER STATION AT VASSMAIN ST, VASS, MOORE COUNTY, NORTH CAROLINA38790
B. INGE
B. INGE
D. KIRK
AS SHOWNN O R T H C A R O L I
N
AP R O F E S S I O N A
LE N G I N E E RD
A
N I E L L E S . K I R K S E A L
0 4 3 9 2 9
SANITARY SEWER OUTFALL A PLAN & PROFILEC6.4
SCALE 1"=50'
100'50'0
NAD 83PROFILE SCALE
0
0
50
5
SITE BOUNDARY
6" C900 WATERLINE
FIRE HYDRANT
ASSEMBLY (TYP)
EXISTING 6"
CAST IRON
WATERMAIN
SANITARY
LATERAL
(TYP)
WATER
METER
(TYP)
8''W
UTILITY LEGEND
PROPOSED SEWER LINE
PROPOSED FORCE MAIN
PROPOSED WATER LINE
WATER LINE TEE
FIRE HYDRANT
WATER METER
REDUCER
GATE VALVE.
BLOWOFF ASSEMBLY
FM
SAN
WATERCOURSE BUFFER
WETLANDS
TREE SAVE AREA
FLOODPLAIN
STREAM CENTERLINE
SITE PLAN LEGEND
30' PUBLIC
UTILITY
EASEMENT
CONNECT TO EXISTING 6"
CAST IRON WATERMAIN
WITH TAPPING SLEEVE & GV
CONNECT TO EXISTING
SEWERMAIN WITH
DOGHOUSE MANHOLE
SITE BOUNDARY
EXMH 3
RIM: 308.60'
INV IN (SE): 298.40'
INV OUT (NW): 298.30'
65
320
318
319
321
321
322
322
323
323 320
319
318
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BYDATEDRAWN BY
DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but notlimited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP.S:\331\38790-Vass Mixed Use\DWG\Sheet\CD\38790-C7.1-SCM.dwg | Plotted by Bryant IngeNORTH CAROLINA LICENSE NO. C-16525410 Trinity Road, Suite 102 | Raleigh, NC 27607TEL [phone] FAX [phone] www.timmons.comTHIS DRAWING PREPARED AT THERALEIGH OFFICE11/25/19
WINDER STATION AT VASSMAIN ST, VASS, MOORE COUNTY, NORTH CAROLINA38790
B. INGE
B. INGE
D. KIRK
AS SHOWNN O R T H C A R O L I
N
AP R O F E S S I O N A
LE N G I N E E RD
A
N I E L L E S . K I R K S E A L
0 4 3 9 2 9
SCM 1 DETAILSC7.1
0
SCALE 1"=20'
40'20'
NAD 8
3
WETLANDS
OPEN SPACE AREA
FLOODPLAIN
STREAM CENTERLINE
SITE PLAN LEGEND
EMERGENCY SPILLWAY ELEVATION
3:1
SLOPE3:1 SLOPENOTE: INSTALL RUBBER
GASKETS ON ALL PIPE JOINTS
FOR WATERPROOFING1 YR ELEV: 319.14'
10 YR ELEV: 321.23'
100 YR ELEV: 322.35'
ELEV: 323.00'
ELEV: 322.00'
SCM #1 - DRY DETENTION POND
ANTI-VORTEX TRASH
RACK BY PLASTIC
SOLUTIONS OR EQUAL
CREST OF RISER
ELEVATION: 321.00'
CONCRETE RISER
CENTERLINE
OF DAM
INSTALL 4" PVC TEE WITH SCREW
TYPE PLUG ONCE SKIMMER IS
REMOVED AND POND NO LONGER
OPERATES AS A TEMPORARY
SEDIMENT BASIN
BARREL INV. IN
ELEVATION: 318.00'
CONCRETE ANTI-FLOTATION
BLOCK @ BASE ELEVATION
SEE TABLE FOR DIMENSIONS
5'X5'X5" CONCRETE ANTI-SEEP
COLLAR LOCATED SLIGHTLY
DOWNSTREAM FROM CENTERLINE OF
DAM (MINIMUM 2' FROM PIPE JOINT)
BARREL INV. OUT
ELEVATION: 317.64'
RIPRAP OUTFALL
PROTECTION
END SECTION
DAM WIDTH: 10'
TOP OF DAM ELEVATION
18" RCP BARREL
30' EMERGENCY SPILLWAY
ELEV: 322.00'
REINFORCE WITH NAG C350
TOP OF DAM
ELEV: 323.00'
WIDTH: 10'
4'x4' RISER STRUCTURE
TOP: 321.00'
8" ORIFICE @ 318.00'
BARREL INV OUT: 318.00'
72 LF
18" RCP
@ 0.50%
7.5'x15'x18"
CLASS B RIPRAP
INV: 319.00'
NOTE: CROSS SECTION NOT TO SCALE
SCALE: N.T.S.
EMERGENCY SPILLWAY SECTION
2.5 1 2.5
1
TOP OF EMBANKMENT ELEV.: 323.00'
PERMANENT SPILLWAY CREST ELEV.: 322.00'
REINFORCE
WITH NAG C350
30'
INV: 317.64'
4.5'x6'x12"
CLASS B RIPRAP
8" ORIFICE
ELEVATION: 318.00'
SCM SIDES AND WEIR SHALL HAVE MAXIMUM SLOPES OF 3:1 OR FLATTER DIMENSIONS SHOWN ARE AT WEIR ELEVATION OF BASIN.
BASIN VOLUMES PROVIDED ARE BASED ON AVAILABLE VOLUME AT THE PRINCIPAL SPILLWAY.
SCM
NUMBER
BASIN VOLUME TO
SPILLWAY CREST (CF)
EMERGENCY SPILLWAY
LENGTH (FT)
ANTI-FLOTATION
BASE DIMENSIONS
#1 34,678 30 5'x5'x1.5' THICK
RISER
4'x4'
36" RCP
300
300
296
297
298
299
299
301
301
2
9
7298299 295
2
9
6
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BYDATEDRAWN BY
DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but notlimited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP.S:\331\38790-Vass Mixed Use\DWG\Sheet\CD\38790-C7.1-SCM.dwg | Plotted by Bryant IngeNORTH CAROLINA LICENSE NO. C-16525410 Trinity Road, Suite 102 | Raleigh, NC 27607TEL [phone] FAX [phone] www.timmons.comTHIS DRAWING PREPARED AT THERALEIGH OFFICE11/25/19
WINDER STATION AT VASSMAIN ST, VASS, MOORE COUNTY, NORTH CAROLINA38790
B. INGE
B. INGE
D. KIRK
AS SHOWNN O R T H C A R O L I
N
AP R O F E S S I O N A
LE N G I N E E RD
A
N I E L L E S . K I R K S E A L
0 4 3 9 2 9
SCM 2 DETAILSC7.2
0
SCALE 1"=20'
40'20'NAD
8
3
WETLANDS
OPEN SPACE AREA
FLOODPLAIN
STREAM CENTERLINE
SITE PLAN LEGEND
SCM SIDES AND WEIR SHALL HAVE MAXIMUM SLOPES OF 3:1 OR FLATTER DIMENSIONS SHOWN ARE AT WEIR ELEVATION OF BASIN.
BASIN VOLUMES PROVIDED ARE BASED ON AVAILABLE VOLUME AT THE PRINCIPAL SPILLWAY.
EMERGENCY SPILLWAY ELEVATION
3:1
SLOPE3:1 SLOPENOTE: INSTALL RUBBER
GASKETS ON ALL PIPE JOINTS
FOR WATERPROOFING1 YR ELEV: 297.45'
10 YR ELEV: 299.41'
100 YR ELEV: 300.50'
ELEV: 301.00'
ELEV: 300.00'
SCM #2 - DRY DETENTION POND
ANTI-VORTEX TRASH
RACK BY PLASTIC
SOLUTIONS OR EQUAL
CREST OF RISER
ELEVATION: 299.00'
CONCRETE RISER
CENTERLINE
OF DAM
INSTALL 4" PVC TEE WITH SCREW
TYPE PLUG ONCE SKIMMER IS
REMOVED AND POND NO LONGER
OPERATES AS A TEMPORARY
SEDIMENT BASIN
BARREL INV. IN
ELEVATION: 296.00'
CONCRETE ANTI-FLOTATION
BLOCK @ BASE ELEVATION
SEE TABLE FOR DIMENSIONS
5'X5'X5" CONCRETE ANTI-SEEP
COLLAR LOCATED SLIGHTLY
DOWNSTREAM FROM CENTERLINE OF
DAM (MINIMUM 2' FROM PIPE JOINT)
BARREL INV. OUT
ELEVATION: 295.70'
RIPRAP OUTFALL
PROTECTION
END SECTION
DAM WIDTH: 10'
TOP OF DAM ELEVATION
24" RCP BARREL
50' EMERGENCY SPILLWAY
ELEV: 300.00'
REINFORCE WITH NAG C350
TOP OF DAM
ELEV: 300.00'
WIDTH: 10'
4'x4' RISER STRUCTURE
TOP: 299.00'
6"x24" ORIFICE @ 297.50'
8" ORIFICE @ 296.00'
BARREL INV OUT: 296.00'
60 LF
24" RCP
@ 0.50%
9'x18'x18"
CLASS B RIPRAP
INV: 296.00'
SCM
NUMBER
BASIN VOLUME TO
SPILLWAY CREST (CF)
EMERGENCY SPILLWAY
LENGTH (FT)
ANTI-FLOTATION
BASE DIMENSIONS
#2 66,184 50 5'x5'x1.5' THICK
RISER
4'x4'
NOTE: CROSS SECTION NOT TO SCALE
8" ORIFICE
ELEVATION: 296.00'
SCALE: N.T.S.
EMERGENCY SPILLWAY SECTION
2.5 1 2.5
1
TOP OF EMBANKMENT ELEV.: 301.00'
PERMANENT SPILLWAY CREST ELEV.: 300.00'
REINFORCE
WITH NAG C350
50'
INV: 295.70'
6'x12'x18"
CLASS B RIPRAP
SECONDARY 6"x24" ORIFICE
ELEVATION: 297.50'
36" RCP300
297
298
299
301
301
302
302305 300
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BYDATEDRAWN BY
DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but notlimited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP.S:\331\38790-Vass Mixed Use\DWG\Sheet\CD\38790-C7.1-SCM.dwg | Plotted by Bryant IngeNORTH CAROLINA LICENSE NO. C-16525410 Trinity Road, Suite 102 | Raleigh, NC 27607TEL [phone] FAX [phone] www.timmons.comTHIS DRAWING PREPARED AT THERALEIGH OFFICE11/25/19
WINDER STATION AT VASSMAIN ST, VASS, MOORE COUNTY, NORTH CAROLINA38790
B. INGE
B. INGE
D. KIRK
AS SHOWNN O R T H C A R O L I
N
AP R O F E S S I O N A
LE N G I N E E RD
A
N I E L L E S . K I R K S E A L
0 4 3 9 2 9
SCM 3 DETAILSC7.3
0
SCALE 1"=20'
40'20'NAD
8
3
WETLANDS
OPEN SPACE AREA
FLOODPLAIN
STREAM CENTERLINE
SITE PLAN LEGEND
EMERGENCY SPILLWAY ELEVATION
3:1
SLOPE3:1 SLOPENOTE: INSTALL RUBBER
GASKETS ON ALL PIPE JOINTS
FOR WATERPROOFING1 YR ELEV: 298.71'
10 YR ELEV: 300.31'
100 YR ELEV: 301.21'
ELEV: 302.00'
ELEV: 301.00'
SCM #3 - DRY DETENTION POND
ANTI-VORTEX TRASH
RACK BY PLASTIC
SOLUTIONS OR EQUAL
CREST OF RISER
ELEVATION: 300.00'
CONCRETE RISER
CENTERLINE
OF DAM
INSTALL 4" PVC TEE WITH SCREW
TYPE PLUG ONCE SKIMMER IS
REMOVED AND POND NO LONGER
OPERATES AS A TEMPORARY
SEDIMENT BASIN
BARREL INV. IN
ELEVATION: 297.00'
CONCRETE ANTI-FLOTATION
BLOCK @ BASE ELEVATION
SEE TABLE FOR DIMENSIONS
5'X5'X5" CONCRETE ANTI-SEEP
COLLAR LOCATED SLIGHTLY
DOWNSTREAM FROM CENTERLINE OF
DAM (MINIMUM 2' FROM PIPE JOINT)
BARREL INV. OUT
ELEVATION: 296.78'
RIPRAP OUTFALL
PROTECTION
END SECTION
DAM WIDTH: 10'
TOP OF DAM ELEVATION
24" RCP BARREL
30' EMERGENCY SPILLWAY
ELEV: 301.00'
REINFORCE WITH NAG C350
TOP OF DAM
ELEV: 302.00'
WIDTH: 10'
4'x4' RISER STRUCTURE
TOP: 300.00'
6"x24" ORIFICE @ 298.80'
8" ORIFICE @ 297.00'
BARREL INV OUT: 297.00'
44 LF
24" RCP
@ 0.50%
9'x18'x18"
CLASS B RIPRAP
INV: 298.00'
NOTE: CROSS SECTION NOT TO SCALE
SCALE: N.T.S.
EMERGENCY SPILLWAY SECTION
2.5 1 2.5
1
TOP OF EMBANKMENT ELEV.: 302.00'
PERMANENT SPILLWAY CREST ELEV.: 301.00'
REINFORCE
WITH NAG C350
30'
INV: 296.78'
6'x12'x18"
CLASS B RIPRAP
8" ORIFICE
ELEVATION: 297.00'
SCM SIDES AND WEIR SHALL HAVE MAXIMUM SLOPES OF 3:1 OR FLATTER DIMENSIONS SHOWN ARE AT WEIR ELEVATION OF BASIN.
BASIN VOLUMES PROVIDED ARE BASED ON AVAILABLE VOLUME AT THE PRINCIPAL SPILLWAY.
SCM
NUMBER
BASIN VOLUME TO
SPILLWAY CREST (CF)
EMERGENCY SPILLWAY
LENGTH (FT)
ANTI-FLOTATION
BASE DIMENSIONS
#3 26,185 30 5'x5'x1.5' THICK
RISER
4'x4'
SECONDARY 6"x24" ORIFICE
ELEVATION: 298.80'
STANDARD CUSTOM BASIN ATTACHED TO PERMANENT RISER
PLAN VIEW
SECTION 'A-A'
STANDARD PIPE OUTLET TO FLAT AREA NO WELL-DEFINED CHANNEL
STANDARD CONSTRUCTION ENTRANCE STANDARD TEMPORARY DIVERSION DITCH
STANDARD TEMPORARY SILT FENCE
STANDARD CHECK DAM
STANDARD SKIMMER
SUPPORT ROPE
TO WIRE TO
PREVENT SAGGING
SUPPORT POST
24" INTRO BOTTOM
OR SIDE
STAKE TO
SUPPORT WIRE
COIR MESH OR SIMILAR, STAPLED OR
TRENCHED INTO BOTTOM OR SIDE
NOTES:
1.BAFFLE MATERIAL SHOULD BE SECURED AT THE BOTTOM AND SIDES
USING STAPLES OR BY TRENCHING AS FOR SILT FENCE.
2.MOST OF THE SEDIMENT WILL ACCUMULATE IN THE 1ST BAY,
WHICH SHOULD BE READILY ACCESSIBLE FOR MAINTENANCE.
3.PROVIDE 3 BAFFLES (USE TWO IF LESS THAN 20 FEET IN LENGTH). PROVIDE
5 BAFFLES FOR DRAINAGE AREAS GREATER THAN 10 ACRES.
4.BAFFLE SHALL BE 700 G/M2 COIR EROSION BLANKET.
5.TOPS OF BAFFLES SHOULD BE 2 INCHES LOWER THAN THE TOP OF THE BERMS
6.INSPECT BAFFLES FOR REPAIR ONCE A WEEK AND AFTER EACH RAINFALL
CROSS SECTION
SECTION VIEW AT OPENING
FENCE AND FABRIC
BURIED IN TRENCH
6"X6" TRENCH,
BACKFILLED AND
COMPACTED
STEEL POST
OUTLET
ZONE
INLET
ZONE
35% OF
BASIN SURFACE
AREA
1ST CELL
25% OF BASIN
SURFACE
AREA
2ND CELL
25% OF BASIN
SURFACE
AREA
15% OF
BASIN SURFACE
AREA
PLAN VIEW
STANDARD BAFFLES
STANDARD SILT FENCE OUTLET
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BYDATEDRAWN BY
DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but notlimited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP.S:\331\38790-Vass Mixed Use\DWG\Sheet\CD\38790-C8.1-NTDT.dwg | Plotted by Bryant IngeNORTH CAROLINA LICENSE NO. C-16525410 Trinity Road, Suite 102 | Raleigh, NC 27607TEL [phone] FAX [phone] www.timmons.comTHIS DRAWING PREPARED AT THERALEIGH OFFICE11/25/19
WINDER STATION AT VASSMAIN ST, VASS, MOORE COUNTY, NORTH CAROLINA38790
B. INGE
B. INGE
D. KIRK
AS SHOWNN O R T H C A R O L I
N
AP R O F E S S I O N A
LE N G I N E E RD
A
N I E L L E S . K I R K S E A L
0 4 3 9 2 9
NOTES & DETAILSC8.1
CHANNEL
INSTALLATION
DETAIL
Drawing Not To Scale
1.Prepare soil before installing rolled
erosion control products (RECPs),
including any necessary application of
lime, fertilizer, and seed.
2.Begin at the top of the channel by
anchoring the RECPs in a 6"(15cm)
deep X 6"(15cm) wide trench with
approximately 12"(30cm) of RECPs
extended beyond the up-slope portion
of the trench. Use ShoreMax mat at the
channel/culvert outlet as supplemental
scour protection as needed. Anchor the
RECPs with a row of staples/stakes
approximately 12"(30cm) apart in the
bottom of the trench. Backfill and
compact the trench after stapling. Apply
seed to the compacted soil and fold the
remaining 12"(30cm) portion of RECPs
back over the seed and compacted soil.
Secure RECPs over compacted soil
with a row of staples/stakes spaced
approximately 12" apart across the
width of the RECPs.
3.Roll center RECPs in direction of water
flow in bottom of channel. RECPs will
unroll with appropriate side against the
soil surface. All RECPs must be
securely fastened to soil surface by
placing staples/stakes in appropriate
locations as shown in the staple pattern
guide.
4.Place consecutive RECPs end-over-end
(Shingle style) with a 4"-6" overlap. Use
a double row of staples staggered 4"
apart and 4" on center to secure
RECPs.
5.Full length edge of RECPs at top of side
slopes must be anchored with a row of
staples/stakes approximately 12"(30cm)
apart in a 6"(15cm) deep X 6"(15cm)
wide trench. Backfill and compact the
trench after stapling.
6.Adjacent RECPs must be overlapped
approximately 2"-5" (5-12.5cm)
(Depending on RECPs type) and
stapled.
7.In high flow channel applications a
staple check slot is recommended at 30
to 40 foot (9 -12m) intervals. Use a
double row of staples staggered
4"(10cm) apart and 4"(10cm) on center
over entire width of the channel.
8.The terminal end of the RECPs must be
anchored with a row of staples/stakes
approximately 12" (30cm) apart in a
6"(15cm) deep X 6"(15cm) wide trench.
Backfill and compact the trench after
stapling.
Drawn on: 5-4-17
Disclaimer:
The information presented herein is general design information only. For specific applications,
consult an independent professional for further design guidance.
2"-5"
(5-12.5cm)
6
2
4
12"(30cm)
6"
(15cm)
6"
(15cm)
4"-6"
(10-15cm)
8
6"
(15cm)
5 7
4"(10cm)
3
1
A
B
C
A
B C
NOTES:
*Horizontal staple spacing should be
altered if necessary to allow staples to
secure the critical points along the channel
surface.
**In loose soil conditions, the use of staple
or stake lengths greater than 6"(15cm) may
be necessary to properly secure the
RECP's.
CRITICAL POINTS
A. Overlaps and Seams
B. Projected Water Line
C. Channel Bottom/Side Slope Vertices
4"(10cm)
6"
(15cm)
5401 St. Wendel - Cynthiana Rd.
Poseyville, IN 47633
PH: 800-722-2040
www.nagreen.com CONCRETE WASHOUT STATION DETAIL
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BYDATEDRAWN BY
DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but notlimited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP.S:\331\38790-Vass Mixed Use\DWG\Sheet\CD\38790-C8.1-NTDT.dwg | Plotted by Bryant IngeNORTH CAROLINA LICENSE NO. C-16525410 Trinity Road, Suite 102 | Raleigh, NC 27607TEL [phone] FAX [phone] www.timmons.comTHIS DRAWING PREPARED AT THERALEIGH OFFICE11/25/19
WINDER STATION AT VASSMAIN ST, VASS, MOORE COUNTY, NORTH CAROLINA38790
B. INGE
B. INGE
D. KIRK
AS SHOWNN O R T H C A R O L I
N
AP R O F E S S I O N A
LE N G I N E E RD
A
N I E L L E S . K I R K S E A L
0 4 3 9 2 9
NOTES & DETAILSC8.2
NCG01 GROUND STABILIZATION AND MATERIALS HANDLING EFFECTIVE: 04/01/19
GROUND STABILIZATION AND MATERIALS HANDLING PRACTICES FOR COMPLIANCE WITH
THE NCG01 CONSTRUCTION GENERAL PERMIT
Implementing the details and specifications on this plan sheet will result in the construction
activity being considered compliant with the Ground Stabilization and Materials Handling
sections of the NCG01 Construction General Permit (Sections E and F, respectively). The
permittee shall comply with the Erosion and Sediment Control plan approved by the
delegated authority having jurisdiction. All details and specifications shown on this sheet
may not apply depending on site conditions and the delegated authority having jurisdiction.
GROUND STABILIZATION SPECIFICATION
Stabilize the ground sufficiently so that rain will not dislodge the soil. Use one of the
techniques in the table below:
POLYACRYLAMIDES (PAMS) AND FLOCCULANTS
1.Select flocculants that are appropriate for the soils being exposed during
construction, selecting from the NC DWR List of Approved PAMS/Flocculants.
2.Apply flocculants at or before the inlets to Erosion and Sediment Control Measures.
3.Apply flocculants at the concentrations specified in the NC DWR List of Approved
PAMS/Flocculants and in accordance with the manufacturer's instructions.
4.Provide ponding area for containment of treated Stormwater before discharging
offsite.
5.Store flocculants in leak-proof containers that are kept under storm-resistant cover
or surrounded by secondary containment structures.
HAZARDOUS AND TOXIC WASTE
1.Create designated hazardous waste collection areas on-site.
2.Place hazardous waste containers under cover or in secondary containment.
3.Do not store hazardous chemicals, drums or bagged materials directly on the ground.
EQUIPMENT AND VEHICLE MAINTENANCE
1.Maintain vehicles and equipment to prevent discharge of fluids.
2.Provide drip pans under any stored equipment.
3.Identify leaks and repair as soon as feasible, or remove leaking equipment from the
project.
4.Collect all spent fluids, store in separate containers and properly dispose as
hazardous waste (recycle when possible).
5.Remove leaking vehicles and construction equipment from service until the problem
has been corrected.
6.Bring used fuels, lubricants, coolants, hydraulic fluids and other petroleum products
to a recycling or disposal center that handles these materials.
LITTER, BUILDING MATERIAL AND LAND CLEARING WASTE
1.Never bury or burn waste. Place litter and debris in approved waste containers.
2.Provide a sufficient number and size of waste containers (e.g dumpster, trash
receptacle) on site to contain construction and domestic wastes.
3.Locate waste containers at least 50 feet away from storm drain inlets and surface
waters unless no other alternatives are reasonably available.
4.Locate waste containers on areas that do not receive substantial amounts of runoff
from upland areas and does not drain directly to a storm drain, stream or wetland.
5.Cover waste containers at the end of each workday and before storm events or
provide secondary containment. Repair or replace damaged waste containers.
6.Anchor all lightweight items in waste containers during times of high winds.
7.Empty waste containers as needed to prevent overflow. Clean up immediately if
containers overflow.
8.Dispose waste off-site at an approved disposal facility.
9.On business days, clean up and dispose of waste in designated waste containers.
PAINT AND OTHER LIQUID WASTE
1.Do not dump paint and other liquid waste into storm drains, streams or wetlands.
2.Locate paint washouts at least 50 feet away from storm drain inlets and surface
waters unless no other alternatives are reasonably available.
3.Contain liquid wastes in a controlled area.
4.Containment must be labeled, sized and placed appropriately for the needs of site.
5.Prevent the discharge of soaps, solvents, detergents and other liquid wastes from
construction sites.
PORTABLE TOILETS
1.Install portable toilets on level ground, at least 50 feet away from storm drains,
streams or wetlands unless there is no alternative reasonably available. If 50 foot
offset is not attainable, provide relocation of portable toilet behind silt fence or place
on a gravel pad and surround with sand bags.
2.Provide staking or anchoring of portable toilets during periods of high winds or in high
foot traffic areas.
3.Monitor portable toilets for leaking and properly dispose of any leaked material.
Utilize a licensed sanitary waste hauler to remove leaking portable toilets and replace
with properly operating unit.
HERBICIDES, PESTICIDES AND RODENTICIDES
1.Store and apply herbicides, pesticides and rodenticides in accordance with label
restrictions.
2.Store herbicides, pesticides and rodenticides in their original containers with the
label, which lists directions for use, ingredients and first aid steps in case of
accidental poisoning.
3.Do not store herbicides, pesticides and rodenticides in areas where flooding is
possible or where they may spill or leak into wells, stormwater drains, ground water
or surface water. If a spill occurs, clean area immediately.
4.Do not stockpile these materials onsite.
CONCRETE WASHOUTS
1.Do not discharge concrete or cement slurry from the site.
2.Dispose of, or recycle settled, hardened concrete residue in accordance with local
and state solid waste regulations and at an approved facility.
3.Manage washout from mortar mixers in accordance with the above item and in
addition place the mixer and associated materials on impervious barrier and within
lot perimeter silt fence.
4.Install temporary concrete washouts per local requirements, where applicable. If an
alternate method or product is to be used, contact your approval authority for
review and approval. If local standard details are not available, use one of the two
types of temporary concrete washouts provided on this detail.
5.Do not use concrete washouts for dewatering or storing defective curb or sidewalk
sections. Stormwater accumulated within the washout may not be pumped into or
discharged to the storm drain system or receiving surface waters. Liquid waste must
be pumped out and removed from project.
6.Locate washouts at least 50 feet from storm drain inlets and surface waters unless it
can be shown that no other alternatives are reasonably available. At a minimum,
install protection of storm drain inlet(s) closest to the washout which could receive
spills or overflow.
7.Locate washouts in an easily accessible area, on level ground and install a stone
entrance pad in front of the washout. Additional controls may be required by the
approving authority.
8.Install at least one sign directing concrete trucks to the washout within the project
limits. Post signage on the washout itself to identify this location.
9.Remove leavings from the washout when at approximately 75% capacity to limit
overflow events. Replace the tarp, sand bags or other temporary structural
components when no longer functional. When utilizing alternative or proprietary
products, follow manufacturer's instructions.
10.At the completion of the concrete work, remove remaining leavings and dispose of
in an approved disposal facility. Fill pit, if applicable, and stabilize any disturbance
caused by removal of washout.
EARTHEN STOCKPILE MANAGEMENT
1.Show stockpile locations on plans. Locate earthen-material stockpile areas at least
50 feet away from storm drain inlets, sediment basins, perimeter sediment controls
and surface waters unless it can be shown no other alternatives are reasonably
available.
2.Protect stockpile with silt fence installed along toe of slope with a minimum offset of
five feet from the toe of stockpile.
3.Provide stable stone access point when feasible.
4.Stabilize stockpile within the timeframes provided on this sheet and in accordance
with the approved plan and any additional requirements. Soil stabilization is defined
as vegetative, physical or chemical coverage techniques that will restrain accelerated
erosion on disturbed soils for temporary or permanent control needs.
SECTION E: GROUND STABILIZATION
Required Ground Stabilization Timeframes
Note: After the permanent cessation of construction activities, any areas with temporary
ground stabilization shall be converted to permanent ground stabilization as soon as
practicable but in no case longer than 90 calendar days after the last land disturbing
activity. Temporary ground stabilization shall be maintained in a manner to render the
surface stable against accelerated erosion until permanent ground stabilization is achieved.
Site Area Description Timeframe variations
-7 days for perimeter dikes, swales,
ditches, perimeter slopes and HQW Zones
-10 days for Falls Lake Watershed unless
there is zero slope
Stabilize within this
many calendar
days after ceasing
land disturbance
7
7
7
14
None
None
(a)Perimeter dikes,
swales, ditches, and
perimeter slopes
(b)High Quality Water
(HQW) Zones
(c)Slopes steeper than
3:1
If slopes are 10' or less in length and are
not steeper than 2:1, 14 days are
allowed
(d)Slopes 3:1 to 4:1
(e)Areas with slopes
flatter than 4:1 14
-7 days for slopes greater than 50' in
length and with slopes steeper than 4:1
-7 days for perimeter dikes, swales,
ditches, perimeter slopes and HQW
Zones
-10 days for Falls Lake Watershed
NCG01 SELF-INSPECTION, RECORDKEEPING AND REPORTING EFFECTIVE: 04/01/19
PART III
SELF-INSPECTION, RECORDKEEPING AND REPORTING
SECTION A: SELF-INSPECTION
Self-inspections are required during normal business hours in accordance with the table
below. When adverse weather or site conditions would cause the safety of the inspection
personnel to be in jeopardy, the inspection may be delayed until the next business day on
which it is safe to perform the inspection. In addition, when a storm event of equal to or
greater than 1.0 inch occurs outside of normal business hours, the self-inspection shall be
performed upon the commencement of the next business day. Any time when inspections
were delayed shall be noted in the Inspection Record.
NOTE: The rain inspection resets the required 7 calendar day inspection requirement.
PART III
SELF-INSPECTION, RECORDKEEPING AND REPORTING
SECTION B: RECORDKEEPING
1.E&SC Plan Documentation
The approved E&SC plan as well as any approved deviation shall be kept on the site. The
approved E&SC plan must be kept up-to-date throughout the coverage under this permit.
The following items pertaining to the E&SC plan shall be kept on site and available for
inspection at all times during normal business hours.
2. Additional Documentation to be Kept on Site
In addition to the E&SC plan documents above, the following items shall be kept on the
site and available for inspectors at all times during normal business hours, unless the
Division provides a site-specific exemption based on unique site conditions that make
this requirement not practical:
(a)This General Permit as well as the Certificate of Coverage, after it is received.
(b)Records of inspections made during the previous twelve months. The permittee shall
record the required observations on the Inspection Record Form provided by the
Division or a similar inspection form that includes all the required elements. Use of
electronically-available records in lieu of the required paper copies will be allowed if
shown to provide equal access and utility as the hard-copy records.
PART III
SELF-INSPECTION, RECORDKEEPING AND REPORTING
SECTION C: REPORTING
1.Occurrences that Must be Reported
Permittees shall report the following occurrences:
(a)Visible sediment deposition in a stream or wetland.
(b)Oil spills if:
·They are 25 gallons or more,
·They are less than 25 gallons but cannot be cleaned up within 24 hours,
·They cause sheen on surface waters (regardless of volume), or
·They are within 100 feet of surface waters (regardless of volume).
(c) Releases of hazardous substances in excess of reportable quantities under Section 311
of the Clean Water Act (Ref: 40 CFR 110.3 and 40 CFR 117.3) or Section 102 of CERCLA
(Ref: 40 CFR 302.4) or G.S. 143-215.85.
(d)Anticipated bypasses and unanticipated bypasses.
(e)Noncompliance with the conditions of this permit that may endanger health or the
environment.
2.Reporting Timeframes and Other Requirements
After a permittee becomes aware of an occurrence that must be reported, he shall contact
the appropriate Division regional office within the timeframes and in accordance with the
other requirements listed below. Occurrences outside normal business hours may also be
reported to the Department's Environmental Emergency Center personnel at (800)
858-0368.
3. Documentation to be Retained for Three Years
All data used to complete the e-NOI and all inspection records shall be maintained for a period
of three years after project completion and made available upon request. [40 CFR 122.41]
PART II, SECTION G, ITEM (4)
DRAW DOWN OF SEDIMENT BASINS FOR MAINTENANCE OR CLOSE OUT
Sediment basins and traps that receive runoff from drainage areas of one acre or more shall use outlet structures that withdraw water from the surface when these devices need to be drawn down
for maintenance or close out unless this is infeasible. The circumstances in which it is not feasible to withdraw water from the surface shall be rare (for example, times with extended cold weather).
Non-surface withdrawals from sediment basins shall be allowed only when all of the following criteria have been met:
(a)The E&SC plan authority has been provided with documentation of the non-surface withdrawal and the specific time periods or conditions in which it will occur. The non-surface withdrawal
shall not commence until the E&SC plan authority has approved these items,
(b)The non-surface withdrawal has been reported as an anticipated bypass in accordance with Part III, Section C, Item (2)(c) and (d) of this permit,
(c)Dewatering discharges are treated with controls to minimize discharges of pollutants from stormwater that is removed from the sediment basin. Examples of appropriate controls include
properly sited, designed and maintained dewatering tanks, weir tanks, and filtration systems,
(d)Vegetated, upland areas of the sites or a properly designed stone pad is used to the extent feasible at the outlet of the dewatering treatment devices described in Item (c) above,
(e)Velocity dissipation devices such as check dams, sediment traps, and riprap are provided at the discharge points of all dewatering devices, and
(f)Sediment removed from the dewatering treatment devices described in Item (c) above is disposed of in a manner that does not cause deposition of sediment into waters of the United States.
STANDARD HORSESHOE INLET PROTECTION
RESTRAINING
GLANDS
RESTRAINING GLANDS
UNDISTURBED EARTH.
7 CU. FT. CRUSHED
STONE MIN.
1'-3"x 1'-3"x 4" THICK
MAIN
6" MIN. BRANCH PIPE
1'- 0"
6" GATE VALVE
CONC. THRUST
BLOCK
VALVE BOX
2'-6' MIN.SIDEWALK CURB AND GUTTER
PAVEMENT
TRAFFIC FLANGE BETWEEN 2" - 6"
ABOVE GRADE
FIRE HYDRANT, PUMPER NOZZLE TO BE POINTED
TOWARDS FIRE TRUCK ACCESS.
PROPERTY
LINE
COMPACTED BACKFILL
(TAMPED IN 6" LIFTS)
STANDARD FIRE HYDRANT
INSTALLATION DETAIL
MINIMUM 36" HORIZONTAL CLEARANCE
FROM ANY OBJECT.
NOTES:
1. FIRE HYDRANT SHALL BE AS MANUFACTURED: MUELLER, AMERICAN DARLING, KENNEDY, M&H,
WATEROUS, CLOW, EAST JORDAN IRON WORKS, OR US PIPE.
2. BRANCH PIPE SHALL BE DUCTILE IRON AWWA C150-96
3. 6" GATE VALVE SHALL BE AWWA C500-86 OPEN LEFT
4. STEEL RODS AND BOLTS SHALL BE 3
4" HOT DIPPED GALVANIZED
5. FIRE HYDRANTS WILL BE INSTALLED IN TRUE VERTICAL POSITION
RODS SHALL NOT BE COUPLED MORE THAN ONCE. IF THE LENGTH FROM THE VALVE TO THE
HYDRANT EXCEEDS 20' THEN A MECHANICAL RESTRAINING GLAND WITH A REBAR CAGE SHALL BE
INSTALLED NO MORE THAN 10' FROM HYDRANT AND POURED IN CONCRETE.
FIRE HYDRANTS TO BE LOCATED IN ROW OR 2 FOOT EASEMENT ADJACENT TO ROW
ANYTIME SITE WORK, CONSTRUCTION,
ROAD WORK, OR ANY OTHER WORK
CHANGES THE GRADE OF THE FIRE
HYDRANT, THE PERSON RESPONSIBLE
FOR THE WORK IS RESPONSIBLE FOR
ADJUSTING THE FIRE HYDRANT TO STAY
WITHIN COMPLIANCE.
3" MIN.
CLEARANCE
"X" BAR
THRUST COLLAR
3" MIN.
CLEARANCE"Y" BAR
UNDISTURBED SOIL
"C"
"B"O.D.PIPE"A""A""D"
NOTES:
1. CONCRETE SHALL BE 3000 PSI AND TRANSIT MIXED.
2. REINFORCING BARS SHALL BE DEFORMED AND TIED TOGETHER.
THRUST COLLAR, AND THRUST SCHEDULE
REINFORCING REQUIREMENTS
THRUST BLOCKING DESIGN DATA
FOR WATER MAINS
3. BACKFILL TAMPED IN 6" LIFTS
4. THRUST COLLAR MUST BE FACTORY
WELDED ON BOTH SIDES ALONG BOTH
EDGES OF COLLAR AROUND
CIRCUMFERENCE.
6" - 16"
20" - 24"
30" - 36"
48" & greater
1'-4"
1'-4"
1'-4"
1'-8"1'-9"
1'-7"
1'-7"
1'-7"2"
3"
4"
6"7/8"
5/8"
1/2"
3/8"
"D""A""B""C"I.D. PIPE
MECHANICALJOINTRETAINERGLAND3/4" THREADEDSTEEL RODS5' MIN.STRAPDOWNTOP OF GROUNDNO. OF RODS REQUIREDCONCRETE THRUST BLOCK ATALL 45° BENDS SEE W-10 ANDW-11.ADD MECHANICAL JOINTRETAINER GLANDSTHROUGHOUT ASSEMBLY.SIZE OF 45 BENDROD REQUIREMENTSSTATIC THRUST IN POUNDSSTANDARD VERTICAL BEND5' MINTHRUST COLLAR SEEW-10 THRU W-11.STRAPDOWNNOTES:
1. CONCRETE SHALL NOT CONTACT
BOLTS OR ENDS OF MECHANICAL JOINT
FITTINGS.
SIDE VIEW
TAPPING SLEEVE
M.J. FITTING
VALVE
FLANGE
EXISTING
MAIN
3000 PSI SOLID CONCRETE SHALL BE
USED AS FOOTING FOR DUCTILE IRON
PIPE.
GATE / TAPPING VALVE
TOP VIEW
4" - 24" STANDARD TAPPING SLEEVE AND
VALVE ASSEMBLY
3/4" ALL-THREAD STEEL
ROD (CUT TO LENGTH)
GATE VALVE
ROD REQUIREMENTS
NO. OF RODS BRANCH SIZE
SEE W-10 AND W-11
FOR REACTION
BLOCKING CONCRETE
AREA.
TEE
NOTES:
1. STEEL RODS AND BOLTS SHALL BE 3/4" HOT DIPPED GALVANIZED.
2. SEE STANDARD THRUST BLOCK. TABLES W-10 AND W-11 FOR CONCRETE.
3. CONCRETE SHALL NOT CONTACT BOLTS OR ENDS OF MECHANICAL FITTINGS.
4. THIS RODDING REQUIREMENT DOES NOT APPLY TO FIRE HYDRANTS.
VALVE RESTRAINT AT TEES AND CROSSES
FOR LINES (4"-24")
SEE STANDARD W-18
FOR COVER DETAILS.
FINAL
COURSE
CONCRETE
PAD
VALVE BOX INSTALLATION
AND EXTENSION DETAIL
STANDARD VALVE BOX
BOTTOM SECTION
STAB-IN C.I. OR D.I.
PIPE GASKET TAMPED
BACKFILL
WATER
MAIN
VALVE
VALVE
BOX
USE 5" SOIL PIPE
FOR EXTENSIONS
PAVEMENT
DOMESTIC
CASTING
NOTE: 2'x 2'x 6" CONCRETE PAD REQUIRED ON ALL
VALVES. NO PRECAST CONCRETE DOUGHNUT
ALLOWED.
APPROVED METHOD FOR EXTENSION OF VALVE BOX
STANDARD VALVE
BOX TOP SECTION TO
BE SLIDE SECTION MJFITTINGMIN. 5'MAX. 10'MECHANICALRESTRAININGGLANDNOTES:1) NO ROD COUPLINGS ALLOWED6"-8"MIN. 5'MAX. 10'BLIND FLANGE WITH2" THREADED PLUGGROUND LINE ORPAVEMENT3000 P.S.I.CONCRETERODDINGLP OR
PHASE LINEDETAIL W-20 TO BEUSED SEE STANDARDMANHOLE COVERX FLANGE PIPE:PLAIN END#67STONE3000 PSI CONCRETEWITH 4" THICKNESSVALVE BLOWOFFGALVANIZED STEEL RODS ANDBOLTS SHALLBE 3/4" HOT DIPPEDBLOCK INFORMATION SEEDETAILS W-7, W-8& W-9 FOR THRUSTMAIN SIZE16" & GREATER6" - 12"END PIPE SIZE6" MIN.APPROVED BY PUBLICUTILITIES DEPT.TEMPORARY WATER MAIN
BLOW OFF ASSEMBLY14" WEEPHOLENOTES:
1. COVER WEIGHT: 13 LBS +/- 5%
2. LIDS TO BE COATED WITH
BITUMINOUS COAL TAR COATING
3. HOLE SHALL BE FITTED WITH A
METAL GROMMET
SECTION C-C
1.8" O PRE-DRILLED HOLE
SECTION A-A
WATER METER BOX DETAIL
SECTION B-B
EXISTING PAVEMENT
NEW ASPHALT SURFACE COARSE
3" MINIMUM
EXISTING PAVEMENT
NEW ABC 12" MIN. DEPTH
1'-0"EXISTING
SUBGRADE
UNDISTURBED
SOILCOMPACTED
FILL IN 6" LIFTS
PIPE
REFER TO W-3
NOTES:
1. THE PAVEMENT CUT SHALL BE DEFINED BY A STRAIGHT EDGE AND CUT WITH AN
APPROPRIATE SAW CUT MACHINE.
2. THE TRENCH SUBGRADE MATERIAL SHALL BE BACKFILLED WITH SUITABLE MATERIAL AND
COMPACTED TO A DENSITY OF AT LEAST 95% OF THAT OBTAINED BY COMPACTING A
SAMPLE OF THE MATERIAL IN ACCORDANCE WITH AASHTO T-99 AS MODIFIED BY NCDOT.
3. THE FINAL 1' OF FILL SHALL CONSIST OF ABC MATERIAL COMPACTED TO A DENSITY EQUAL
TO 100% OF THAT OBTAINED BY COMPACTING A SAMPLE OF THE MATERIAL IN
ACCORDANCE WITH AASHTO T-80 AS MODIFIED BY NCDOT.
4. THE ENTIRE THICKNESS/ VERTICAL EDGE OF CUT SHALL BE TACKED.
5. THE SAME DEPTH OF PAVEMENT MATERIAL WHICH EXISTS SHALL BE REINSTALLED, BUT IN
NO CASE SHALL THE ASPHALT BE LESS THAN 3" THICK.
6. THE ASPHALT PAVEMENT MATERIAL SHALL BE INSTALLED AND COMPACTED THOROUGHLY
WITH A SMOOTH DRUM ROLLER TO ACHIEVE A SMOOTH LEVEL PATCH.
7. NO HAND PATCHING ALLOWED.
8. PAVEMENT CUTS WITHIN NCDOT ROW SHALL CONFORM TO THE APPROVED ON SITE
ENCROACHMENT PERMIT.
STANDARD ASPHALT
PAVEMENT PATCH DETAIL
EXISTING ABC
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BYDATEDRAWN BY
DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but notlimited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP.S:\331\38790-Vass Mixed Use\DWG\Sheet\CD\38790-C8.1-NTDT.dwg | Plotted by Bryant IngeNORTH CAROLINA LICENSE NO. C-16525410 Trinity Road, Suite 102 | Raleigh, NC 27607TEL [phone] FAX [phone] www.timmons.comTHIS DRAWING PREPARED AT THERALEIGH OFFICE11/25/19
WINDER STATION AT VASSMAIN ST, VASS, MOORE COUNTY, NORTH CAROLINA38790
B. INGE
B. INGE
D. KIRK
AS SHOWNN O R T H C A R O L I
N
AP R O F E S S I O N A
LE N G I N E E RD
A
N I E L L E S . K I R K S E A L
0 4 3 9 2 9
NOTES & DETAILSC8.3
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BYDATEDRAWN BY
DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but notlimited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP.S:\331\38790-Vass Mixed Use\DWG\Sheet\CD\38790-C8.1-NTDT.dwg | Plotted by Bryant IngeNORTH CAROLINA LICENSE NO. C-16525410 Trinity Road, Suite 102 | Raleigh, NC 27607TEL [phone] FAX [phone] www.timmons.comTHIS DRAWING PREPARED AT THERALEIGH OFFICE11/25/19
WINDER STATION AT VASSMAIN ST, VASS, MOORE COUNTY, NORTH CAROLINA38790
B. INGE
B. INGE
D. KIRK
AS SHOWNN O R T H C A R O L I
N
AP R O F E S S I O N A
LE N G I N E E RD
A
N I E L L E S . K I R K S E A L
0 4 3 9 2 9
NOTES & DETAILSC8.4
SANSANWWWWS
S
SAN
SAN
W
W
S
WWW1819202122
31
32
33
35
40
58
65
66
68
63
67
16 15 14
444142
64
17 13
3
5
4
1
70
2
69
23
29
34
36
30
37
38
28
26
24
27
25
8
43
49
46
45
52
59
39
47
48
51
56
55
54
53
57
60
62
50
12 11
10
9
61
7
6S
S
S
S S S
SSSSSSS
S
SAN
SAN
SAN
SAN
SANSANSANSANSAN
SSSANSANSAN
OPEN SPACE
AREA #1
189,468 SF
4.35 AC
SCM #1
SCM #2
SCM #3
OPEN SPACE
AREA #2
46,107 SF
1.06 AC
OPEN SPACE
AREA #3
200,821 SF
4.61 AC
6''W6''W6''W6''W6''W6'
'W6'
'W6'
'W
6''W
6''W
6''W
6''W
6''W
6''W
6''W6''W6''W6''W6''W6''W
6''W
6''W
6''W
6''W
6''W6''W6''W
WETLANDS
WETLANDS
WETLANDS
SITE BOUNDARY
SITE BOUNDARY
SITE BOUNDARY
SITE BOUNDARY
MAIL
KIOSK
STREET TREE (TYP)
STREET TREE (TYP)
STREET TREE (TYP)
STREET TREE (TYP)FIRE LANESOUTH

S
T
R
E
E
T
60' ROW
MAIN STREET60' ROWJOHNSON STREET
60' ROWBREWER AVENUE60' ROWCONDUCTOR COURT CON
D
U
C
T
O
R

C
O
U
R
T
LANDSCAPE PLANC9.0
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BYDATEDRAWN BY
DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but notlimited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP.S:\331\38790-Vass Mixed Use\DWG\Sheet\CD\38790-C9.0-PLNT.dwg | Plotted by Bryant IngeNORTH CAROLINA LICENSE NO. C-16525410 Trinity Road, Suite 102 | Raleigh, NC 27607TEL [phone] FAX [phone] www.timmons.comTHIS DRAWING PREPARED AT THERALEIGH OFFICE11/25/19
WINDER STATION AT VASSMAIN ST, VASS, MOORE COUNTY, NORTH CAROLINA38790
B. INGE
B. INGE
D. KIRK
AS SHOWNN O R T H C A R O L I
N
AP R O F E S S I O N A
LE N G I N E E RD
A
N I E L L E S . K I R K S E A L
0 4 3 9 2 9
0
SCALE 1"=80'
160'80'NAD 83WETLANDS
OPEN SPACE AREA
FLOODPLAIN
STREAM CENTERLINE
SITE PLAN LEGEND