20190424 Ver 1_00-Prescot_PCN_Mod_SAW-2019-00592_DWR 20190424v1_20190808

Kimley»>Horn
August 8, 2019
Mr. Bryan Roden -Reynolds
Asheville Regulatory Field Office
US Army Corps of Engineers
151 Patton Avenue, Room 208
Asheville, NC 28801-5006
Ms. Karen Higgins
NC DWR, 401 & Buffer Permitting Unit
512 North Salisbury Street
Raleigh, NC 27604
Re: Pre -Construction Notification (NWP #27) Modification Request
Roadway Improvements to Prescot Glen Parkway
(SAW-2019-00592)
Waxhaw, Union County, NC
Dear Mr. Roden -Reynolds and Ms. Higgins:
On behalf of our client, Pinnacle Financial Partners, Inc, Kimley-Horn (KH) is requesting a modification
to the Pre -Construction Notification application submitted on April 4, 2018, for the above -referenced
project. In -order to decrease permanent stream impacts and increase the overall stream rehabilitation
along the reach, the proposed project seeks to construct an arched span over Stream A, in -lieu of the
originally proposed dual Reinforced Concrete Box Culverts (RCBCs). As a result of the modification,
the project now proposes 252 If of permanent, no -net loss impacts to potential non -wetland waters of
the US for stream rehabilitation activities. Authorization to conduct permanent stream impacts resulting
in a loss of aquatic resources is no longer proposed; therefore, authorization under the NWP #14 has
been withdrawn.
Natural channel design techniques will be implemented throughout the rehabilitation reach and will be
conducted prior to the installation of the proposed arched span. Special consideration to the height
and length of the proposed span were implemented, to the greatest extents practicable, to maximize
sunlight potential along the channel banks beneath the span while meeting the requirements of the
roadway project. Banks will be stabilized by installing coir fiber matting, as well as implementing a
planting plan which will include the appropriate temporary and permanent seed mixes, live stakes and
bare root plantings. Shade tolerant species will be planted along the channel banks beneath the culvert
to provide sustained stability and prevent erosion. Following the completion of the project, all disturbed
areas beyond the rehabilitation areas will be returned to pre -construction conditions.
Permanent reference photo locations documenting the on -site stream rehabilitation and arched span
will be established, and a photographic monitoring report will be submitted within 30 days following
completion of construction. Additionally, one (1) photographic monitoring report per year will be
submitted to the USACE and NCDWR project managers for three (3) years following construction to
demonstrate long-term stability.

Kimley)))Horn Paget
The following information is included as part of this modification request:
• Project Summary Sheet
• Pre -Construction Notification Form
• Figure 5 — Proposed Conditions
• Representative Photo of Proposed Project
• Revised Construction Plan Sheet
Please feel free to contact me at [phone] if you have any questions or if additional information
is necessary.
Sincerely,
KIMLEY-HORN AND ASSOCIATES, INC.
Chris Tinklenberg, PWS
Environmental Scientist
Attachments

Kimley>>> Horn
Project Summary Sheet
Project Name: Roadway Improvements to Prescot Glen Parkway
Applicant Name and Address: Pinnacle Financial Partners, Inc. (POC: Danny Broach)
3980 Premier Drive
Suite 210
High Point, NC 27265
Telephone Number: 336-905-8916
Type of Request: ® Nationwide PCN (NWP # 27) ❑ Individual Permit Application
❑ Jurisdictional Determination ❑ Other:
Included Attachments: ® Project Plans ® USGS Map ® NRCS Soil Survey
® Agent Authorization ❑ Delineation Sketch ❑ Delineation Survey
❑ Data Forms (Up & Wet) ® NCDWR Stream Forms ® USACE Stream Forms
❑ NCEEP Confirmation ® Aerial Photo ❑ Site Photos
® Agency Correspondence ❑ Other: ❑ Other:
Check if applicable: ❑ CAMA County ❑ Trout County ❑ Isolated Waters
❑ Section 7, ESA ❑ Section 106, NHPA ❑ EFH
❑ Mitigation Proposed (❑ NC EEP ❑ On -Site ❑ Off -Site ❑ Other)
County: Union Nearest City/Town: Waxhaw
Waterway: UT to Twelvemile Creek River Basin: Catawba
H.U.C.: 03050103 USGS Quad Name: Catawba NE
Property Size (acres): 0.7 acres Approx. Size of Jurisdiction on Site (acres): 0.06 ac
Site Coordinates (in decimal degrees): 34.946490 °N-80.763608 °W
Project Location: The project area is located at the end sections of Prescot Glen Parkway in Waxhaw, Union County,
North Carolina.
Site Description: The project area is currently undeveloped and located in the right-of-way for Prescot Glen Parkwa .
Existing land use in the vicinity of the project includes residential neighborhoods, commercial development, and
undeveloped forested/maintained properties.
Impact Summary (if applicable): 252 linear feet of permanent, no -net loss impacts to potential non -wetland waters
of the US are necessary to perform stream restoration activities in order to provide aquatic functional uplift by implementing
natural channel design techniques.
NWP
#
Open Water
(acres)
Wetland
(acres)
Stream Channel
Intermittent and/or Unimportant
Aquatic Function
Perennial and/or Important
Aquatic Function
Temp.
Perm.
Temp.
Perm.
Tem
Perm.
Tem
Perm.
if
ac
if
ac
if
ac
if
Ac
27
252
0.058
Total
252
0.058
Total Permanent, No -Net Loss Impact to Waters of the U.S.
252 1f (0.058 ac)
Total Temporary Impact to Waters of the U.S.
N/A
Kimley-Horn Contact: Chris Tinklenberg, PWS Direct Number: [phone]
Email: chris.tinklenbergga,kimley-horn.com

o��Fy\N- AT��F
o �
Office Use Only:
Corps action ID no.
DWQ project no.
Form Version 1.3 Dec 10 2008
Pre -Construction Notification (PCN) Form
A. Applicant Information
1.
Processing
1a. Type(s) of approval sought from the
Corps:
®Section 404 Permit El Section 10 Permit
1 b. Specify Nationwide Permit (NWP) number: 27 or General Permit (GP) number:
1c.
Has the NWP or GP number been verified by the Corps? __F❑
Yes
® No
1d. Type(s) of approval sought from the DWQ (check all that apply):
® 401 Water Quality Certification — Regular ❑ Non-404 Jurisdictional General Permit
❑ 401 Water Quality Certification — Express ❑ Riparian Buffer Authorization
1e.
Is this notification solely for the record
because written approval is not required?
For the record only for DWQ 401
Certification:
❑ Yes ® No
For the record only for Corps Permit:
❑ Yes ® No
1f.
Is payment into a mitigation bank or in -lieu fee program proposed for mitigation
of impacts? If so, attach the acceptance letter from mitigation bank or in -lieu
fee program.
❑ Yes
® No
1g.
Is the project located in any of NC's twenty coastal counties. If yes, answer 1 h
below.
❑ Yes
® No
1 h.
Is the project located within a NC DCM Area of Environmental Concern (AEC)?
❑ Yes
® No
2.
Project Information
2a.
Name of project:
Roadway Improvements to Prescot Glen Parkway
2b. County:
Union
2c.
Nearest municipality / town:
Town of Waxhaw
2d.
Subdivision name:
N/A
2e.
NCDOT only, T.I.P. or state
project no:
N/A
3.
Owner Information
3a.
Name(s) on Recorded Deed:
NCDOT — Right -of -Entry Agreement
3b.
Deed Book and Page No.
N/A
3c.
Responsible Party (for LLC if
applicable):
3d.
Street address:
3e.
City, state, zip:
3f.
Telephone no.:
3g.
Fax no.:
3h.
Email address:
Page 1 of 11
PCN Form — Version 1.3 December 10, 2008 Version

4.
Applicant Information (if different from owner)
4a.
Applicant is:
❑ Agent ® Other, specify: Pinnacle Financial Partners, Inc.
4b.
Name:
Pinnacle Financial Partners, Inc. (POC: Danny Broach)
4c.
Business name
(if applicable):
4d.
Street address:
3980 Premier Drive, Suite 210
4e.
City, state, zip:
High Point, NC 27265
4f.
Telephone no.:
336-905-8916
4g.
Fax no.:
4h.
Email address:
[e-mail]
5.
Agent/Consultant Information (if applicable)
5a.
Name:
Chris Tinklenberg, PWS
5b.
Business name
(if applicable):
Kimley-Horn and Associates
5c.
Street address:
200 South Tryon Street, Suite 200
5d.
City, state, zip:
Charlotte, NC 28202
5e.
Telephone no.:
704-409-1802
5f.
Fax no.:
5g.
Email address:
[e-mail]
Page 2 of 11
PCN Form — Version 1.3 December 10, 2008 Version

B.
Project Information and Prior Project History
1.
Property Identification
1a.
Property identification no. (tax PIN or parcel ID):
1 b.
Site coordinates (in decimal degrees):
Latitude: 34.946490 Longitude:-80.763608
(DD.DDDDDD) (-DD.DDDDDD)
1c.
Property size:
0.7 acres (Project Boundary)
2.
Surface Waters
2a.
Name of nearest body of water (stream, river, etc.) to
proposed project:
UT to Twelvemile Creek
2b.
Water Quality Classification of nearest receiving water:
Twelvemile Creek - Class "C"
2c.
River basin:
Catawba; HUC 03050103
Page 3 of 11
PCN Form — Version 1.3 December 10, 2008 Version

3.
Project Description
3a.
Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of this
application:
The project area is currently undeveloped and located in the right-of-way for Prescot Glen Parkway. Existing land use in
the vicinity of the project includes, residential neighborhoods, commercial development, and undeveloped
forested/maintained properties.
3b.
List the total estimated acreage of all existing wetlands on the property:
0
3c.
List the total estimated linear feet of all existing streams (intermittent and perennial) on the property:
The total length of all on -site streams is approximately 265 linear feet.
3d.
Explain the purpose of the proposed project:
The purpose of the project is to enhance traffic flow and traffic safety by constructing a roadway connection between two
existing sections of Prescot Glen Parkway. This connection will provide residents a direct east/west connector alternative
from Providence Road South to Waxhaw-Marvin Road. The proposed connector seeks to relieve the traffic burden
through the residential areas along Pine Oak Road and is designed for higher traffic volumes. The project is funded by a
private entity; however, the improvements are required by the Town of Waxhaw, in coordination with NCDOT.
3e.
Describe the overall project in detail, including the type of equipment to be used:
To construct the proposed roadway connector, the project seeks to install an arched span over Stream A. The span
installation has been designed and will be installed in such a manner that the original stream profiles will not altered.
Headwalls will be placed in a manner that the finished top elevation will not exceed that of the original stream bed in order
to prevent de -stabilization of the stream bed or banks downstream of the impact area.
The project seeks to conduct stream rehabilitation activities on the entire 252 If of the stream reach within the project
area. A segmented channel rehabilitation approach will be implemented to create hydraulic and geomorphic functional
uplift within the project area. Stream rehabilitation activities will focus primarily on enhancing hydraulic geometry,
improving bed form diversity and installation of in -stream structures. Stream banks will be stabilized by grading the
appropriate bank angles, installing coir fiber matting, and revegetation with a native seed mix and planting of woody
stems. The stream profile is modified to create more local slope variability (i.e., steeper riffles and flat pools). Constructed
riffles will be placed at culvert inlet and outlet to reduce discharge velocities, increase dissolved oxygen levels and
provide habitat for aquatic organisms (see attached Plan).
Natural channel design techniques will be implemented throughout the rehabilitation reach and will be conducted prior
to the installation of the proposed arched span. Special consideration to the height and length of the proposed span were
implemented, to the greatest extents practicable, to maximize sunlight potential along the channel banks beneath the
span while meeting the requirements of the roadway project. Following completion of the project, all disturbed areas
beyond the rehabilitation areas will be returned to preconstruction conditions. Banks will be stabilized by installing coir
fiber matting, as well as implementing a planting plan which will include the appropriate temporary and permanent seed
mixes, live stakes and bare root plantings. Shade tolerant species will be planted along the channel banks beneath the
culvert to provide sustained stability and prevent erosion.
252 linear feet of permanent, no -net loss impacts to potential non -wetland waters of the US are necessary to
perform stream rehabilitation activities in order to provide functional aquatic uplift by implementing natural channel design
techniques.
Track hoes and other earth moving equipment is anticipated to be used on this project.
4.
Jurisdictional Determinations
4a.
Have jurisdictional wetland or stream determinations by the
Corps or State been requested or obtained for this property /
El Yes ®No ❑Unknown
project (including all prior phases) in the past?
Comments:
4b.
If the Corps made the jurisdictional determination, what type
El Preliminary ❑Final
of determination was made?
4c.
If yes, who delineated the jurisdictional areas?
Agency/Consultant Company: Kimley-Horn
Name (if known):
Other:
4d.
If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation.
Page 4 of 11
PCN Form — Version 1.3 December 10, 2008 Version

5. Project History
5a. Have permits or certifications been requested or obtained for
❑ Yes
® No ❑ Unknown
this project (including all prior phases) in the past?
5b. If yes, explain in detail according to "help file" instructions.
6. Future Project Plans
6a. Is this a phased project?
❑ Yes
® No
6b. If yes, explain.
C. Proposed Impacts Inventory
1. Impacts Summary
1 a. Which sections were completed below for your project (check
all that apply):
❑ Wetlands ® Streams - tributaries ❑ Buffers
❑ Open Waters ❑ Pond Construction
2. Wetland Impacts
If there are wetland impacts proposed on the site, then complete this question for
each wetland area impacted.
2a.
2b.
2c.
2d.
2e.
2f.
Wetland impact
Type of jurisdiction
number —
Type of impact
Type of wetland
Forested
(Corps - 404, 10
Area of impact
Permanent (P)
(if known)
DWQ — non-404, other)
(acres)
or Temporary
T
W ❑ P ❑ T
❑ Yes
❑ Corps
❑ No
❑ DWQ
2g. Total wetland impacts
2h. Comments:
3. Stream Impacts
If there are perennial or intermittent stream impacts (including temporary
impacts) proposed on the site, then complete this
question for all stream sites impacted.
3a.
3b.
3c.
3d.
3e.
3f.
3g.
Stream impact
Type of impact
Stream name
Perennial
Type of jurisdiction
Average
Impact
number -
(PER) or
(Corps - 404, 10
stream
length
Permanent (P)
intermittent
DWQ — non-404,
width
(linear
or Temporary
(INT)?
other)
(feet)
feet)
(T)
SA — Impact 1
Stream rehabilitation
UT to West Fork-
® PER
® Corps
10
65
® P ❑ T
and stabilization
Twelvemile Creek
❑ INT
® DWQ
SA — Impact 2
Stream rehabilitation
UT to West Fork-
® PER
® Corps
10
82
® P ❑ T
and stabilization
Twelvemile Creek
❑ INT
® DWQ
SA — Impact 3
Stream rehabilitation
UT to West Fork-
® PER
® Corps
10
105
® P ❑ T
and stabilization
Twelvemile Creek
❑ INT
® DWQ
3h. Total stream and tributary impacts
252
3i. Comments: 252 linear feet of permanent, no -net loss impacts to potential
non -wetland waters of the US are
necessary to perform stream rehabilitation activities in order to provide functional
aquatic uplift by implementing natural
channel design techniques.
Page 5 of 11
PCN Form — Version 1.3 December 10, 2008 Version

4. Open Water Impacts
If there are proposed impacts to lakes, ponds, estuaries, tributaries, sounds, the Atlantic Ocean, or any other open water of
the U.S. then individually list all open water impacts below.
4a.
4b.
4c.
4d.
4e.
Open water
Name of waterbody
impact number
(if applicable)
Type of impact
Waterbody type
Area of impact (acres)
— Permanent
(P) or
Temporary T
01 ❑P❑T
02 ❑P❑T
03 ❑P❑T
04 ❑P❑T
4L Total open water impacts
4g. Comments:
5. Pond or Lake Construction
If pond or lake construction proposed, then com lete the chart below.
5a.
5b.
5c.
5d.
5e.
Wetland Impacts (acres)
Stream Impacts (feet)
Upland
Pond ID
Proposed use or purpose of
(acres)
number
pond
Flooded
Filled
Excavated
Flooded
Filled
Excavated
Flooded
P1
P2
5L Total
5g. Comments:
5h. Is a dam high hazard permit required?
❑ Yes ❑ No If yes, permit ID no:
5i. Expected pond surface area (acres):
5j. Size of pond watershed (acres):
5k. Method of construction:
6. Buffer Impacts (for DWQ)
If project will impact a protected riparian buffer, then complete the chart below. If yes, then individually list all buffer impacts
below. If any impacts require mitigation, then you MUST fill out Section D of this form.
6a.
❑ Neuse El Tar -Pamlico El Other:
Project is in which protected basin?
❑ Catawba ❑ Randleman
6b.
6c.
6d.
6e.
6f.
6g.
Buffer impact
number —
Reason
Buffer
Zone 1 impact
Zone 2 impact
Permanent (P)
for impact
Stream name
mitigation
(square feet)
(square feet)
or Temporary
required?
T
B1 ❑P❑T
❑Yes
❑ No
B2 ❑P❑T
❑Yes
❑ No
6h. Total buffer impacts
6i. Comments:
Page 6 of 11
PCN Form — Version 1.3 December 10, 2008 Version

D. Impact Justification and Mitigation
1. Avoidance and Minimization
1 a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project.
In -order to decrease permanent stream impacts and increase the overall stream rehabilitation along the reach, the proposed
project seeks to construct an arched span over Stream A, in -lieu of the originally proposed dual Reinforced Concrete Box
Culverts (RCBCs). Special consideration to the height and length of the proposed span were implemented, to the greatest
extents practicable, to maximize sunlight potential along the channel banks beneath the span while meeting the requirements
of the roadway project. Banks will be stabilized by installing coir fiber matting, as well as implementing a planting plan which
will include the appropriate temporary and permanent seed mixes, live stakes and bare root plantings. Shade tolerant species
will be planted along the channel banks beneath the culvert to provide sustained stability and prevent erosion.
Impacts have been avoided and minimized to the greatest extent practicable and have been limited to what is necessary to
facilitate stream enhancement activities.
1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
To prevent downstream sedimentation, construction will be conducted in dry conditions through the use of an impervious dike
and a pumped diversion. Following completion of the project, all disturbed areas beyond the rehabilitation areas will be
returned to preconstruction conditions.
2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State
2a. Does the project require Compensatory Mitigation for
impacts to Waters of the U.S. or Waters of the State?
❑ Yes ® No
2b. If yes, mitigation is required by (check all that apply):
❑ DWQ ❑ Corps
2c. If yes, which mitigation option will be used for this project?
❑ Mitigation bank
❑ Payment to in -lieu fee program
❑ Permittee Responsible Mitigation
3. Complete if Using a Mitigation Bank
3a. Name of Mitigation Bank:
3b. Credits Purchased (attach receipt and letter)
Type
Quantity
3c. Comments:
4. Complete if Making a Payment to In -lieu Fee Program
4a. Approval letter from in -lieu fee program is attached.
❑ Yes
4b. Stream mitigation requested:
linear feet
4c. If using stream mitigation, stream temperature:
❑ warm ❑ cool ❑cold
4d. Buffer mitigation requested (DWQ only):
square feet
4e. Riparian wetland mitigation requested:
acres
4f. Non -riparian wetland mitigation requested:
acres
4g. Coastal (tidal) wetland mitigation requested:
acres
4h. Comments:
5. Complete if Using a Permittee Responsible Mitigation Plan
5a. If using a permittee responsible mitigation plan, provide a description of the proposed mitigation plan.
Page 7 of 11
PCN Form — Version 1.3 December 10, 2008 Version

6. Buffer Mitigation (State Regulated Riparian Buffer Rules) — required by DWQ
6a. Will the project result in an impact within a protected riparian buffer that requires
buffer mitigation?
❑ Yes ® No
6b. If yes, then identify the square feet of impact to each zone of the riparian buffer that requires mitigation. Calculate the
amount of mitigation required.
Zone
6c.
Reason for impact
6d.
Total impact
(square feet)
Multiplier
6e.
Required mitigation
(square feet)
Zone 1
3 (2 for Catawba)
Zone 2
1.5
6f. Total buffer mitigation required:
6g. If buffer mitigation is required, discuss what type of mitigation is proposed (e.g., payment to private mitigation bank,
permittee responsible riparian buffer restoration, payment into an approved in -lieu fee fund).
6h. Comments:
Page 8of11
PCN Form — Version 1.3 December 10, 2008 Version

E. Stormwater Management and Diffuse Flow Plan (required by DWQ)
1. Diffuse Flow Plan
1 a. Does the project include or is it adjacent to protected riparian buffers identified
❑ Yes ® No
within one of the NC Riparian Buffer Protection Rules?
1 b. If yes, then is a diffuse flow plan included? If no, explain why.
❑ Yes ❑ No
Comments:
2. Stormwater Management Plan
2a. What is the overall percent imperviousness of this project?
80%
2b. Does this project require a Stormwater Management Plan?
❑ Yes ® No
2c. If this project DOES NOT require a Stormwater Management Plan, explain why: Linear public transportation projects are
required to treat stormwater runoff to the Maximum Extent Practicable in accordance with the practices described in the
NCDOT Best Management Practices (BMP) Manual. Diffuse flow will be implemented to provide proper drainage and water
treatment.
2d. If this project DOES require a Stormwater Management Plan, then provide a brief, narrative description of the plan:
❑ Certified Local Government
2e. Who will be responsible for the review of the Stormwater Management Plan?
❑ DWQ Stormwater Program
❑ DWQ 401 Unit
3. Certified Local Government Stormwater Review
3a. In which local government's jurisdiction is this project?
❑ Phase II
3b. Which of the following locally -implemented stormwater management programs
❑ NSW
❑ USMP
apply (check all that apply):
❑ Water Supply Watershed
❑ Other:
3c. Has the approved Stormwater Management Plan with proof of approval been
❑ Yes ❑ No
attached?
4. DWQ Stormwater Program Review
❑ Coastal counties
❑ HQW
4a. Which of the following state -implemented stormwater management programs apply
❑ ORW
(check all that apply):
❑ Session Law 2006-246
❑ Other:
4b. Has the approved Stormwater Management Plan with proof of approval been
attached?
❑ Yes ❑ No
5. DWQ 401 Unit Stormwater Review
5a. Does the Stormwater Management Plan meet the appropriate requirements?
❑ Yes ❑ No
5b. Have all of the 401 Unit submittal requirements been met?
❑ Yes ❑ No
Page 9 of 11
PCN Form — Version 1.3 December 10, 2008 Version

F.
Supplementary Information
1.
Environmental Documentation (DWQ Requirement)
1 a.
Does the project involve an expenditure of public (federal/state/local) funds or the
❑ Yes ® No
use of public (federal/state) land?
1 b.
If you answered "yes" to the above, does the project require preparation of an
environmental document pursuant to the requirements of the National or State
❑ Yes ® No
(North Carolina) Environmental Policy Act (NEPA/SEPA)?
1 c.
If you answered "yes" to the above, has the document review been finalized by the
State Clearing House? (If so, attach a copy of the NEPA or SEPA final approval
❑ Yes ❑ No
letter.)
Comments:
2.
Violations (DWQ Requirement)
2a.
Is the site in violation of DWQ Wetland Rules (15A NCAC 2H .0500), Isolated
Wetland Rules (15A NCAC 2H .1300), DWQ Surface Water or Wetland Standards,
❑ Yes ® No
or Riparian Buffer Rules (15A NCAC 2B .0200)?
2b.
Is this an after -the -fact permit application?
❑ Yes ® No
2c.
If you answered "yes" to one or both of the above questions, provide an explanation of the violation(s):
3.
Cumulative Impacts (DWQ Requirement)
3a.
Will this project (based on past and reasonably anticipated future impacts) result in
❑ Yes ® No
additional development, which could impact nearby downstream water quality?
3b.
If you answered "yes" to the above, submit a qualitative or quantitative cumulative impact analysis in accordance with the
most recent DWQ policy. If you answered "no," provide a short narrative description.
4.
Sewage Disposal (DWQ Requirement)
4a.
Clearly detail the ultimate treatment methods and disposition (non -discharge or discharge) of wastewater generated from
the proposed project, or available capacity of the subject facility.
Page 10 of 11
PCN Form — Version 1.3 December 10, 2008 Version

5. Endangered Species and Designated Critical Habitat (Corps Requirement)
5a. Will this project occur in or near an area with federally protected species or
❑ Yes ® No
habitat?
5b. Have you checked with the USFWS concerning Endangered Species Act
® Yes ❑ No
impacts?
❑ Raleigh
5c. If yes, indicate the USFWS Field Office you have contacted.
® Asheville
5d. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical
Habitat?
A review of the North Carolina Natural Heritage Program (NCNHP) database on March 21, 2019 did not indicate known
occurrences of threatened or endangered species within the project boundary. Dewberry conducted a pedestrian survey
Oct. 15, 2018 and concluded that the project will have No Effect on Michaux's Sumac (Rhus michauxii) or Schweinitz's
Sunflower (Helianthus schweinitzii). (See attached NCNHP and USFWS Report)
6. Essential Fish Habitat (Corps Requirement)
6a. Will this project occur in or near an area designated as essential fish habitat?
❑ Yes ® No
6b. What data sources did you use to determine whether your site would impact Essential Fish Habitat?
NCNHP element occurrence database did not indicate the presence of EFH within the project boundary.
7. Historic or Prehistoric Cultural Resources (Corps Requirement)
7a. Will this project occur in or near an area that the state, federal or tribal
governments have designated as having historic or cultural preservation
❑ Yes ® No
status (e.g., National Historic Trust designation or properties significant in
North Carolina history and archaeology)?
7b. What data sources did you use to determine whether your site would impact historic or archeological resources?
A review of the North Carolina State Historic Preservation Office (SHPO) HPOWEB GIS Service database on March 21,
2019 did not indicate any cultural or historic resources within the project boundary.
8. Flood Zone Designation (Corps Requirement)
8a. Will this project occur in a FEMA-designated 100-year floodplain?
® Yes ❑ No
8b. If yes, explain how project meets FEMA requirements: A flood impact analysis report, no -rise impact certification, and
individual floodplain development permit will be submitted to Town of Waxhaw (submitted 3/21/2019) for review and
approval prior to construction/restoration activities. The results of the flood impact analysis show that there is no net
increase in base flood elevations.
8c. What source(s) did you use to make the floodplain determination? FIRM Panels 4473 and 4474 (effective 10/16/2008)
Chris Tinklenberg, PWS
08/08/2019
Applicant/Agent's Printed Name
Date
Applicant/Agent's Signature
(Agent's signature is valid only if an authorization letter from the applicant
isprovided.)
Page 11 of 11
PCN Form — Version 1.3 December 10, 2008 Version

5. Endangered Species and Designated Critical Habitat (Corps Requirement)
5a. Will this project occur in or near an area with federally protected species or
❑ Yes ® No
habitat?
5b. Have you checked with the USFWS concerning Endangered Species Act
® Yes ❑ No
impacts?
❑ Raleigh
5c. If yes, indicate the USFWS Field Office you have contacted.
® Asheville
5d. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical
Habitat?
A review of the North Carolina Natural Heritage Program (NCNHP) database on March 21, 2019 did not indicate known
occurrences of threatened or endangered species within the project boundary. Dewberry conducted a pedestrian survey
Oct. 15, 2018 and concluded that the project will have No Effect on Michaux's Sumac (Rhus michauxii) or Schweinitz's
Sunflower (Helianthus schweinitzii). (See attached NCNHP and USFWS Report)
6. Essential Fish Habitat (Corps Requirement)
6a. Will this project occur in or near an area designated as essential fish habitat?
❑ Yes ® No
6b. What data sources did you use to determine whether your site would impact Essential Fish Habitat?
NCNHP element occurrence database did not indicate the presence of EFH within the project boundary.
7. Historic or Prehistoric Cultural Resources (Corps Requirement)
7a. Will this project occur in or near an area that the state, federal or tribal
governments have designated as having historic or cultural preservation
❑ Yes ® No
status (e.g., National Historic Trust designation or properties significant in
North Carolina history and archaeology)?
7b. What data sources did you use to determine whether your site would impact historic or archeological resources?
A review of the North Carolina State Historic Preservation Office (SHPO) HPOWEB GIS Service database on March 21,
2019 did not indicate any cultural or historic resources within the project boundary.
8. Flood Zone Designation (Corps Requirement)
8a. Will this project occur in a FEMA-designated 100-year floodplain?
® Yes ❑ No
8b. If yes, explain how project meets FEMA requirements: A flood impact analysis report, no -rise impact certification, and
individual floodplain development permit will be submitted to Town of Waxhaw (submitted 3/21/2019) for review and
approval prior to construction/restoration activities. The results of the flood impact analysis show that there is no net
increase in base flood elevations.
8c. What source(s) did you use to make the floodplain determination? FIRM Panels 4473 and 4474 (effective 10/16/2008)
Chris Tinklenberg, PWS
08/08/2019
Applicant/Agent's Printed Name
Date
Applicant/Agent's Signature
(Agent's signature is valid only if an authorization letter from the applicant
isprovided.)
Page 12 of 12
PCN Form — Version 1.3 December 10, 2008 Version

SA - Impact 3 - Permanent - No Net Loss
105 If, Stream Rehabilitation/Natural Channel Design
R Re
eshape Channel, Constructed Riffles, Log Sills,
ank Stabilization and Riparian Planting
SA - Impact 2 - Permanent - No Net Loss
82 If, Stream Rehabilitation/Natural Channel Design
Reshape Channel and Rock -Toe Protection
Planting of Shade -Tolerant Vegetation Along Banks
SA ' Impact 1 - Permanent - No Net Loss
G5If, Stream Rehobi|ibaUon/Naturo|Chonne| Design
Reshape Channel, Constructed Riffles, Log Sills,
Bank Stabilization and Riparian Planting
Legend
Project Boundary (LOD) Riparian Planting
Rin'R*natam/uou"n ° "� Rehab Channel Bed
0 Log Sills Proposed omumo
Constructed Riffles Stream (pmvnoono/Non-Wetland Woua)
�---� Arched Span
��'&r;�K�K����6��������
�—������������ ��nou�^~�������nnn
Figure 5: Proposed Conditions
Roadway Improvements toPreacntGlen Parkway
VVaxhow\ Union County, NC
Auguat2O1Q

Representative Photo Demonstrating Stream Rehabilitation Combined
with the Installation of a Conspan Arch as Proposed by this Project.
Title Photo Pages
Pinnacle Financial Partners, Inc. Prepared By
Project Roadway Improvements to Prescot Glen Parkway
Waxhaw, Union County, NC
Date Project Number Kimley O Horn
8/8/19 118193003

D ..Sig. Envelope ID: 9
CONSTRUCTION PLANS for
PRESCO VILLAGE
IMPROVEMENTS to
PRESCOT GLEN PARKWAY
I PINNACLE FINANCIAL PARTNERS, INC.
UTILITY AND GOVERNING AGENCIES
WATER 1 SANITARY SEWER
UNION COUNTY PUBLIC WOWCS
ENGI NEERI NG DEPARTMENT
50D N. MAIN ST., STE 400
MONROE. NC 28112
CONTACT: SCOTT HUNEYCUTT, PE
(7(M1296.4210
STORM SEWER
TOWN OF WAXHAW
ENG W EER04G DEPARTMENT
1150 W SROCIAE STREET
P.O. BOX 617
WAXHAW, NC 28179
CONTACT: MATT HUBERT. PE
ELECTRIC
UNION POWER CORPORATIVE
P.O. BOX 5014
MONROE, NC 28116
CONTACT: KEITH HELMS
[phone]
WAXHAW, NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
NORTH CAROLINA DEPARTMENT OF TRANSPORTATION
DISTRICT 3
1 W S- SUTFIERLAND AVE-
MONROE, NC 28112
CONTACT-- LEE AINSWORTH III, PE
(704121"1W
DEVELOPMENT SERVICES
TOWN OF WAXHAW
DEVELOPMENT SERVICES DEPTARTMENT
115o N. BROOME STREET
P.O. BOX 617
WAXHAW, NC 28173
CONTACT: MATT HUBERT, PE
NCOEQ
512 N. SALISBURY ST_
RALEIGH. NG 27699
CONTACT: ROBERT PATTERSON
ENVIRONMENTAL ENGINEERING REVIEWER
[phone]
OWNER:
PINNACLE FINANCIAL PARTNERS, INC.
3980 PREMIER DRIVE
HIGH POINT, NC 27265
PHONE [phone]
DUNE 11, 2019
VICINITY MAP
NOT TO SCALE
PREPARED IN THE OFFICE OF:
Kimley)))Horn
ENGINEER: SURVEYOR:
KIMLEY-HORN AND ASSOCIATES, INC.
200 SOUTH TRYON STREET, SUITE 200
CHARLOTTE, NC 28202
PHONE [phone]
CONTACT: JASON CLAUDIO-DIAZ, P.E
Sheet Index
Sheet
Number
Sheet Title
1
COVER SHEET
2
GENERAL NOTES
3
EXISTING CONDITIONS PLAN
4
DRAINAGE SUMMARY SHEET
5
TYPICAL CROSS SECTIONS
6
ROADWAY PLAN
7
ROADWAY PROFILE
8 TO 9
DRAINAGE PROFILE
10
UTILITY PLAN AND PROFILE
11 TO 12
UTILITY DETAILS
13
EROSION CONTROL PLAN
14
TRAFFIC CONTROL PLAN
D1 TO D6
DETAILS
XS1 TO XS6
CROSS SECTIONS
JAMES MAUNEY AND ASSOCIATES, INC.
6405 WILKINSON BLVD., SUITE 11
BELMONT, NC 28012
PHONE [phone]
A101►1r_1■Ifi4_1I►I 9�■11L►d :t�]
Q3-
Kaawwhays below.
Call before you dig.
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SHEET NUMBER
1

D ..Sign E—I.p.
m
GENERAL NOTES
GENERAL NOTES
STANDARDS
4
PROPOSED CURB ELEVATIONS:
TREES, SHRUBS, AND HEDGES:
THE FOLLOWING
STANDARDS AND
THE LATEST REVISION THERETO ARE APPLICABLE TO THIS
PROJECT AND BY REFERENCE ARE CONSIDERED A PART OF THESE PLANS- NCDOT STANDARDS
THE CONTRACTOR SMALL SET AND ADJUST PROPOSED CURB ELEVATIONS AS NECESSARY TO ENSURE
THE CONTRACTOR IS REQUIRED TO REMOVE TREES, SHRUBS AND HEDGES WITHIN THE EASEMENT
SHALL BE USED. TOWN OF WAXHAW LAND DEVELOPMENT STANDARDS MAY BE USED IF THERE
PROPER LONGITUDINAL GRADE FOR DRAINAGE. THE CONTRACTOR SHALL RETAIN EXISTING
LINES UNLESS SHOWN ON THE PLANS TO BE PROTECTED. WHEN ROOT PRUNING 15 NECESSARY, OUT
IS NOT AN APPLICABLE
NCDOT STANDARD
-
PAVEMENT, UNLESS OTHERWISE NOTED_
ROOTS CLEANLY USING A DISC TRENCHER IN ACCORDANCE WITH THE OF TOWN OF WAXHAW LAND
DEVELOPMENT STO. 801.1. PRUNING SMALL BE PER THE LATEST STANDARD OF THE TOWN OF WAXMAW
DRIVEWAYS AND SIDEWALKS:
LAND DEVELOPMENT STD. $01.1 (TYP, , USE PLYWOOD FORMS WHEN TREE ROOTS ARE ADJACENT TO
PROPOSED DRIVEWAY ENTRANCE DIMENSIONS ARE FROM EXPANSION JOINT TO EXPANSION JOINT. MATCH
PROPOSED CURB & GUTTER OR SIDEWALK. USE STD. M.1 FOR BRIDGING TREE ROOTS. TREES
SPECIFIED BY THE PLANS TO HAVE ASPHALT CURBING MUST USE STD. 601.1. TREE PROTECTION SHALL
TOWN OF WAXHAW:
rn
REPLACEMENT MATERIALS TO THE EXISTING SURFACE ACCORDINGLY:
BE IN ACCORDANCE WITH STD. 601.1. WHEN THE TREE IS CLOSE TO THE WORK AREA TREE PROTECTION
STD, NO.:
TITLE:
5
FOR CONCRETE AND ASPHALT DRIVEWAY PAVEMENT SECTIONS. REFERENCE THE QUATTRO
STO. (01.1 SMALL BE USED.
1D.10
STANDARD CURB AND GUTTER
8
C ON3ITE PLANS BY KIMLSY MORN
EROSION CONTROL:
10.16 :.^.^..............^.^.^.^.^.-1-1-
STANDARD CURB AND GUTTER
10,22.."." .............."."."."."........
CONCRETE SIDEWALKS
GRAVEL-51%INCH INCIDENTAL STONE
10.24A,............................
........
COMMERCIAL TYPE II AND RESIDENTIAL TYPE I DRIVEWAY
SIDEWALK SHALL BE FOUR INCHES THICVt, AND SIX INCHES THICK AT DRIVEWAY CROSSINGS, PER
SEE SHEET 13 BY KIMLEY HORN FOR EROSION CONTROL MEASURES.
1D.28..".".............."."."."."."."."
TYPE IlI DRIVEWAY ENTRANCE
s
TOWN OF WAXHAW STD. NO. 70&1.
AS REQUIRED BY THE NPDES GENERAL PERMIT NCC410000. ALL PERIMETER DIKES, $WALES, DITCHES,
ID_
............................................
I I
PERPENDICULAR CURB RAMP WITH 2'.W CURB AND GUTTER
PERPENDICULAR CURB RAMP WITH 2'$• CURB AND GUTTER
CROSS SLOPES ON SIDEWALKS SHALL NOT EXCEED 24%.
PERIMETER SLOPES AND ALLSLOPES STEEPER THAN $ HORIZONTAL TO t VERTICAL (3:1) SHALL BE
1D.356.."." .............."."."."."........
TRUNCATED DOMES
RUNNING SLOPES ALONG SIDEWALKS SHALL NOT EXCEED SA%, OR THE ADJACENT ROADWAY SLOPE
FRONDED TEMPORARY OR PERMANENT STABILIZATION WITH GROUND COVER AS SOON AS
IDA06"""""""""
WI DIRECTIONAL CURB RAMP TH LARGE CURB RADIUS
d
A$ MEASURED AT THE GUTTER PAN, WHICHEVER IS GREATER
PRACTICABLE BUT IN ANY EVENT WITHIN 7 CALENDAR DAYS FROM THE LAST LAND DISTURBING ACTIVITY.
1DAIC.."................"."."."."."."...
PEDESTRIAN REFUGE (WITH CURB AND GUTTER]
ALL OTHER DISTURBED AREAS SMALL BE PROVIDED TEMPORARY OR PERMANENT STABILIZATION WITH
EI)
70.03 ""'"""""""""""""""""""' PEDESTRIAN REFUGE (BASIN [EO MONOLITHIC]
A TURNING SPACE (LANDING) SMALL BE PROVIDED AT ALL LOCATIONS WHERE A PEDESTRIAN MIGHT
GROUND COVER AS SOON AS PRACTICABLE BUT IN ANY EVENT WITHIN 14 CALENDAR DAYS FROM THE
ZOOS
DOUBLE BRICK CATCH BASIN
TURN TO CHANGE DIRECTION OF TRAVEL, THE LANDING SHALL BE A MINIMUM OF 4 FEET BY FEET,
UNLESS NOTED BY THE ENGINEER. TYPICALLY LANDING DIMENSIONS WILL MATCH SIDEWALK MOTH.
LAST LAND DISTURBING ACTIVITY. GROUND STABILIZATION TIMEFRAME EXEMPTIONS CAN BE FOUND IN
THE NPDES GENERAL PERMIT NCG010000 UNDER SECTION 2.8. GROUND STABILIZATION.
.."." .............."."."."."."."...
THE LANDING ALSO SHALL NOT EXCEED 2-0%SLOPE MEASURED PERPENDICULAR TO THE ROADWAY,
NCDOT:
THE LANDING ALSO SMALL NOT EXCEED 2-0%OR ADJACENT ROA13WAY SLOPE, WHICHEVER IS
NO LAND DISTURBING ACTIVITY, EXCEPT THAT WHICH IS REQUIRED TO INSTALL EROSION CONI KUL
STD. NO.:
HrLF:
? _
GREATER. MEASURED PARALLEL TO THE ROADWAY.
MEASURES. MAY COMMENCE PRIOR 70 APPROVAL BY THE DIRECTOR OF DEVELOPMENT SERVICES-
000.01............................................
METHOD OF PIPE INSTALLATION
_
• F
8 ACROSS SLOPE 7RRN31TION PANEL MAYBE REQUIRED WHERE PROPOSED SIDEWALK MEETS
EXISTING SIDEWALK WITH A CROSS SLOPE GREATER THEN 2.OS§. THE TRANSITION PANEL SHALL HOT
CONDITION EROSION CONTROL MEASURES MAY BE REQUIRED BASED UPON SPECIFIC SITE
CONDITIONS,
B40-00
840.01"'"'"'"'"'"'"-"-"-"-"'"'"'""'
CONCRETE BASE PAD FOR DRAINAGE STRUCTURES
BRICK CATCH BASIN - tO THRU R PIPE
FRAME, AND HOOD
� N.
� � � p
$ EXCEED 2.0%ON THE SIDE OF THE PROPOSED SIDEWALK AN=R RAMP, AND SMALL MATCH THE
Q4p-p3 ",",",",",","-"-"-"-"•"•"•"•„
------------------------------
GRATES -FOR USE ON
37ANDARO CATCH BASIN
� � n
oE>a$T1N0 CRASS SLOPE ON THE SIDE OF THE EX1571NU SIDEWALK,
CONTACT THE TOWN OF WAXHAW DEVELOPMENT SERVICES DEPARTMENT, AT 706-863.2195,
FOR A PRE- CONSTRUCTION MEETING PRIOR TO ANY LAND DISTURBING ACTIVITY.640-3t
8400-58 ",",",",",",".".".".",",","...
CONCRETE JUNC71ON B07C.12' THRU 66' PIPE
MANHOLE FRAME AND COVER
t
^ c $
REMOVE ALL TEMPORARY EROSION CONTROL DEVICES AND STRUCTURES ONLY AFTER SITE IS FULLY
840.72""""""""""-"-"-"-"""""""
PIPE COLLAR
_ DRAINAGE STRUCTURES.
STABILIZED AND APPROVAL HAS BEEN OBTAINED FROM THE TOWN OF WAXHAW DEVELOPMENT
SEANCES DEPARTMENT,
............................................
878.02 "."."."."."."-"-"-"-"."
-_-
GUIDE FOR RIP RAP AT PIPE OUTLETS
o GRADES. ELEVATIONS AND LOCATIONS SHOWN ARE APPROXIMATE, AS DIRECTED BY THE ENGINEER, THEY
MAY BE ADJUSTED TO ACCOMMODATE UNFORESEEN CONDITIONS. STATIONS, OFFSETS AND ELEVATIONS
ALL EROSION CONTROL DESIGNS SMALL BE IN ACCORDANCE WITH THE TOWN OF
676.04............................................
9M.10 ..."."."."."."-"-"-"-"."."."...
904 30
DRAINAGE DITCHES WITH CLA$S W RIP RAP
ORIENTATION OF GROUND MOUNTED SIGN$
SUPPLEMENTAL SIGN MOUNTING
=w ux
¢ o
REFER TO THE CENTER OF DROP INLETS, MANHOLES ANO JUNCTION BOXES. AND THE MXOPOIN7 OF THE LIP
WAXMAW ENGINEERING, STANDARDS AND PROCEDURES MANUAL, AND THE
NCDEQ EROSION AND SEDIMENTATION CONTROL PLANNING AND DESIGN
90J e� """"""""""""
MOUNTING OF TYPE 'D', 'E' RNp IF'SIGNS ON
I� 2
FOR CATCH BASINS. PIPE AND BOX CULVERT LENGTH$ ARE REPORTED IN THE DOCUMENTS
- E CO
FROM CENTER OF STRUCTURE TO CENTER OF STRUCTURE, INCLUDING TRANSITIONS, HORIZONTAL AND
MANUAL, LATEST EDITION.
1101.01............................................
L' CHANNEL POSTS
WORK ZONE ADVANCE WARNING SIGHS
g
m
- VERTICAL BENDS. ALL PIPE $HALL BE FX:P C44$$ ]II, UNLESS OTHERWISE NOTED.
FOR PHASED EROSION CONTROL PLANS, THE CONTRACTOR SHALL MEET WITH THE EROSION
1110A2.............................................
PORTABLE WORK ZONE SIGNS
_ WEEP MOLES ARE TO BE CONSTRUCTED AS DIRECTED BY THE ENGINEER. IF REQUIRED, WEEP HOLES ARE
CONTROL SPECLALIST PRIOR TO COMMENCING EACH PHASE OF EROSION CONTROL
1115.01­­­­­­ ....................
FLASHING ARROW BOARDS
■ >_ Q
TO BE CONSTRUCTED IN THE BOTTOM 1 OF THE STRUCTURE. ATTACH HARDWARE CLOTH (ALUMINUM OR
MEASURES-
1131.01
CONES
g GALVANIZED STEEL NO. 4 WIRE REINFORCEMENT) TO THE OUTSIDE OF THE ETRUCTO RE WITH HEAVY DUTY
............................................
1145,01
BARR[CApE$ -TYPE III
n
CONSTRUCTION ADHESIVE OVER THE WEEP HOLE. PLACE A POROUS FABRIC BAG FILLED WITH ONE CUBIC
FOOT OF NO- 78SA STONE AT EACH WEEP HOLE AGAINST THE HARDWARE CLOTH. THERE WILL BE NO
SITE GRADING IS TO BE COVERED UNDER THE GENERAL STORMWATER PERMIT NCGO 10000. ANY
LAND DISTURBING ACTIVITY - 1 ACRE REQUIRES COMPLIANCE WITH ALL CONDITIONS OF TF113 GENERAL
,,,,,,,,,........... -••-••-••-••••••••••••••
11SOLO 1
FLAGGING DEVICES
` SEPARATE PAYMENT FOR THIS WORK.
PERMIT UNDER THE NPDES. ANY NONCOMPLIANCE IS A VIOLATION OF THE CLEAN WATER ACT
1170.0..............•••••••••••••••••••••••••••••••
POSITIVE PROTECTION
AND MAY REQUIRE ENFORCEMENT BY NCDEO-
1260.01............................................ SKINNY DRUM
UTILITIES:
120601............................................
1205A4
PAVEMENT MARKINGS- LINE TYPES AND OFFSETS
PAVEMENT MARKING$
,.•••"CRk �.
•`��N O��
CONTRACTOR IS TO KEEP STREET CLEAR OF MUD AND OTHER DEBRIS
"•"•"•"•"•"•"-"-"-"-"•"•"•"•"
1205.07............................................
-INTERSECTIONS
PAVEMENT MARKINGS- PEDESTRIAN CROSSWALKS
• y
:•�O4Li S1p'_
1. THE CONTRACTOR 1S RESPONSIBLE FOR HORIZONTALLY AND VERTICALLY LOCATING AND
PROTECTING ALL PUBLIC OR PRIVATE UTILITIES SHOWN OR NOT SHOWN WHICH LIE IN OR ADJACENT TO
{ ]
THE 48 HOURS PRIOR 7p ANY
THE PROFESSIONAL ENGINEER REGISTERED WITH THE STATE OF NORTH CAROLINA WHO
PREPARED THE EROSION CONTROL PLAN IS SOLELY RESPONSIBLE FOR IOENTIFICA710N
1205.08............................................
...............PAVEMENT
.. .. ..
.. .. .. ..."."."
PAVEMENT MARKNG$ - SYMBOLS AND WORD MESSAGES
MMARKINGS -PAINTED ISLANDS
ENV'
CONSTRUCTIONSITE-AT LEAST pEA1pLITIpN. GRADING, OR
o CONSTRUCTION ACTIVITY, THE CONTRACTOR SMALL CONTACTNORTM CAROLINA 811 (NC811]AT 611 OR
L (800)632-949 TO COORDINATE FOR THE ROENT]FICATION OF EXISTING UTILRIE3 WITHIN THE SITE.
AND LOCATION OF ALL ENVIRONMENTAL WETLANDS, PERENNIAL AND INTERMITTENT
STREAMS AND BUFFERS SHOWN ON THE PLANS.
1250.0112M09
............................................
1251,01 .... "..."....................
......
PAVE ENT MARKER SPACINGy.�,a,,,
RAISED PAVEMENT MARKERS -PERMANENT AND TEMPORARY
I§A `
� f 81
2. SHOULD ANY UNCHARTED INCORRECTLY CHARTED UTILITIES ENCOUNTERED, THE
THE TOWN OF WAXHAW IS NOT RESPONSIBLE FOR THE ACCURACY AND ADEQUACY OF
,� ( •°•,,
6�i B29"a•
CONTRACTOR SHALL CONTACT THE HEOWNER IMMEDIATELY FOR DIRECTIONS.
THE DESIGN, DIMENSIONS, AND ELEVATION$, WHICH SHALL BE CONFIRMED AND
CORRELATED AT THE JOB SITE. THE TOWN OF WAXMAW, THROUGH THE APPROVAL OF THIS
ABBREVIATIONS
I
3. CONTRACTOR SHALL COORDINATE ANY INTERRUPTION OF UTILITY SERVICE WITH OWNER AND
DOCUMENT, ASSUMES NO RESPONSIBILITY FOR THE COMPLETENESS ANDIOR ACCURACY OF
RESPECTIVE UTILITY COMPANY REPRESENTATIVE.
THIS DOCUMENT,
,
w O
o
I
4. THE CONTRACTOR IS RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL EXISTING
SILT SACKS WILL BE PLACED IN BASIN$ANLETS ALONG ROADWAYS AFTER INITIAL ASPHALT SURFACE
r CI
^
y
a
m
}
UTILITIES DURING CONSTRUCTION. AT LEAST 48 HOURS PRIOR TO ANY DEMOLITION• GRADING, OR
WORK IS COMPLETED.
ABAND......................
ABANDONED
NTS .................... NOT TO SCALE
DIM OVER HEAD
a
A
c
m
o
CONSTRUCTION ACTIVITY THE CONTRACTOR SHALL NOTIFY THE UTILITY PROVIOER FOR PROPER
A.D
ALOE BR AIC
........................
-K
w
IDENTIFICATION OF EXISTING UTIL IT[E3 WITHIN THE PROJECT SITE,
THE FINANCIALLY RESPONSIBLE PARTYAAGENT OR THE LANDOWNERNAGENT OF A LAND DISTURBING
ACTIVITY � ONE ACRE IS REQUIRED TO SELF -INSPECT THE PROJECT. A SELF INSPECTION. AS WELL AS
DIFFERENCE ASPH....
APPROX....................
ASPHALT
APPROXIMATELY
OC......................... ON CENTER
PAVT.................... -PAVEMENT
Y
❑
5, ANY PLANNED INTERRUPTION OF UTILITY SERVICE SHALL BE GIVEN A 48 HOUR NOTICE TO THE
DOCUMENTATION OF APROJECT AFTER EACH PHASE OF THE PROJECT, IS REQUIRED.
SIC...................................BACK
OF CURB
PC..........................POINT OF CURVATURE
UTILITY COMPANY AND THE OVIINER.
BIT.............."..................BITUMINOUS
PERM .................... PERMANENT
SM............"."."."."."......
BENCH MARK
PG..-.- .................. PAGE
6. CONTRACTOR SHALL SAW CUT. REMOVE, AND REPLACE ASPHALT PAVEMENT AS NECESSARY TO
ACCESSIBLE RAMPS AND DEPRESSED CURB:
SRG.................................BEARING
CB
BASIN
PI........................... POINT OF INT
PK----------------------- _-PK NAIL SET
()
INSTALL UN OERGROUND ELECTRIC,TELEPMONE, SEWER, WATER, AND COMMUNICATION CONDUITS.
THE CONTRACTOR SMALL CONSTRUCY "INCH THICK CONCRETE ACCESSIBLE GVR$ RAMPS R7
....................................CATCH
C&..................................CURS
AND GUTTER PP. ......................... POWER POLE
PROP PROPOSED
Uj
7. ALL ELECTRICAL WORK SMALL BE DONE IN ACCORDANCE WITH LOCAL POWER COMPANY
STANDARDS-
INTERSECTIONS IN ACCORDANCE WITH THE LATEST REVISIONS FOR ACCESSIBLE CURB RAMP$ DETAILS,
-PROPOSED
CL....................................
FENCE .............................
CLEARANCE CIL ....................
GNASH LINK FENCE PSE"••••••••••••••••••••• PERM SW ESMT
ACCESSIBILITY GUIDELINES FOR PEDESTRIAN FACILITIES IN THE PUBLIC RIGHT-OF-WAY'
CM P___..........................CORRUGATED
MTL PIPE PT------- -- -- -- --�--•POINT OF TANGENCY
6- ALL UTILITIES ARE TO BE UNDERGROUND.
RPRQWAGJ, CONSTRUCTION PLANS 6 NCDOT STANDARD DRAWINGS.
CONC ..............................
CONCRETE
PVI......................_.POINT OF VERT INT
O
EXISTING SANITARY SEWER AND WATER LINE:
RUNNING SLOPES ALONG CURB RAMPS SHALL NOT EXCEED 8.3%. BUT SHALL NOT REQUIRE THE RAMP
CONST,,,,,,,,,,,,,,,,,,,,,,,--
OR
CONSTRUCTION PUE .......................PERM UTILITY ESMT
BOOK RADIUS
Z
LENGTH TO EXCEED 1S FEET, UNLESS OTHERWISE DIRECTED BY THE ENGINEER ALL PANELS OF THE
RAMP MUST EQUAL THE SAME PERCENTAGE.
....................................DEED
GCB.................................DOUBLE
CB
- --•
R7..........................RIGHT
THE CONTRACTOR SMALL USE CARE WHEN WORKING AROUND SANITARY SEWERS AND WATER LINES.
FLARES SHALL BE 10-0°h MAXIMUM SLOPE (WHERE APPLICABLE), UNLESS OTHERWISE DIRECTED BY THE
D]
DROP INLET
RCP....................... REINFORCED CONC PIPE
RELOCRELOCATE
J
REPLACE THE CONTRACTOR DAMAGE EXISTING SEWER OR WATER LINES, HE CHAR$ IMMEDIATELY
REPLACE THE LINE AT HIS EXPENSE WITH DUCTILE IRON PIPE. THE CONTRACTOR SHALL REPLACE
ENGINEER.
O.DIAMETER
..................................
OW ..................................O
RIVE WAY
..................
RAN .......................RIGHT OF WAY
.
SANITARY SEWER ANWIDR WATER LINE. WITH A MINIMUM TEN FOOT SECTION OF DUCTILE IRON PIPE
RAMP CROSS SLOPE SMALL NOT EXCEED ZO%, OR THE ADJACENT ROADWAY SLOPE AS MEASURED AT
DIM..................................DIMENSION
5........................... .OUTH
n/
WHEN DRAINAGE PIPE COMES WITHIN TWO FEET OF SAID LINES VERTICALLY OR HORIZONTALLY.
THE GUTTER PAN, WHICHEVER IS GREATER
E.......................................FASTIEA$TING•
$0 ......................... STORM DRAIN
_ SANITARY SEWER AND WATER LINE CONSTRUCTION:
ENT..•.••.••.••.••.••.••.••.••.••.•g
CATION
SIR FENCE...........SPLITRRAJ FENCE
'L.1f_'
Uj
SAWCUTS:
EOP.................................
EDGE OF PAVEMENT SS....................-..-.SAMTARY SEWER
REFER TO UNION COUNTY SPECIFICATIONS, UNION COUNTY WATER AND SEWER EXTENSION POLICY, AND
ESMT...............................EASEMENT
STA.......................LVATION
W
TO UNION COUNTY WATER AND SEWER EXTENSION ORDINANCE.
THE CONTRACTOR SMALL SAWCUT EXISTING ASPHALT ANOIOR CONCRETE SURFACES PRIOR TO
EXIST.,,
.EXISTING
STD ................_._..STANDARD
REMOVAL UNLESS OTHERWISE DIRECTED BY THE ENGINEER. SAW CUT WIDTH SHALL BE 1 FOOT
FIC...................................FACE
OF CURB
SW..................... ---- SIDEWALK
r n
DE -WATERING: THE CONTRACTOR SHALL AT ALL TIMES PROVIDE AND MAINTAIN AMPLE MEANS AND
MINIMUM FROM THE EXISTING EDGE OF PAVEMENT. SAW CUT PAVEMENT SHALL BE REPLACED AS
FES..........................
FLARED END SECTION
TAN .......................
V
EQUIPMENT WITH WHICH TO REMOVE AND PROPERLY DISPOSE OF ANY AND ALL WATER ENTERING THE
WELL AS ADDITIONAL PAVEMENT REQUIRED TO TIN TO FACE OF PROPOSED CURB AND GUTTER.
FH........... .......................FIRE
HYDRANT
TCE. TEMP CONST ESMT
-' EXCAVATION OR OTHER PARTS OF THE WORK AND KEEP ALL EXCAVATIONS DRY UNTIL SUCH TIME AS
FOC.................................
FIBER OPTIC CABLE TEMP.....................TEMPORARY
PIPE LAVING AND GRADING IS COMPLETED AND STRUCTURES TO BE BUILT THEREIN ARE COMPLETED. NO
GV...........................
GAS VALVE
TP.......................".TRAVERSE POINT
WATER SMALL BE ALLOWED TO RISE AROUND THE PIPE IN UABACKFILLED TRENCHES NOR SMALL IT BE
HORK7.............................HORIZONTAL
TM1........................TEST HIRE
- ALLOWED TO RISE OVER MASONRY UNTIL THE CONCRETE OR MORTAR HAS SET (MINIMUM 24 HOURS}.
TRAFFIC CONTROL:
INT........ INTERSECTION TYP_......................TYPICAL
ALL WATER PRIMPED OR DRAINED FROM THE WORK SHALL BE DISPOSED OF IN SUCH A MANNER AS TO
INY..................................INVERT
U1G........................UNDER GROUND
VC VERTICAL CURVE
- PREVENT SILTATION AND EROSION TO ADJACENT PROPERTY OR OTHER CONSTRUCTION.
TRAFFIC CONTROL SHALL BE IN ACCORDANCE WITH THE MOST CURRENT EDITION OF THE WORK AREA
IP••"•"•"......................
JRON PIN SET
.........................
VERT
TRAFFIC CONTROL HANDBOOK- (WATCH) AND THE TRAFFIC CONTROL PLANS.
LL...............
.....................VERTICAL
FOOTAGE W........................... WEST
_J
ENGINEER VERIFIES DESIGN HAS BEEN BASED ON GROUND SURVEY
LF...... ..............................
LT.............................
LINEAR
LEFT
WA .......................... WITH
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ONLY UCPW PERSONNEL WILL OPERATETHE ACTIVE VALVES WHICH INCLUDE THE TAPPING VALVEL
TOWN OF WAXHAW DEPARTMENT OF TRANSPORTATION
@"."."."."."."."••.••.••.•..•.POUND
WM........................WATEFtMETERW
U 0
SUBSURFACE PLANS:
HONS7ANDARD ITEMS (IE: PAVERS IRRIGATION SYSTEMS ETC.) IN THE RIGHT-OF-WAY REQUIRE A
RIGHT-OF-WAY ENCROACHMENT AGREEMENT WITH THE TOWN OF WAXHAW DEPARTMENT OF
I-P_ -•-•-•-•-•-•-•-•-'...CIGHT
MA]c".".. ........................MAXIMUM
POLE
VAULT...................WATER VAULT
WV.........................WATER VALVE
Q Z _
TRANSPORTATIONINORTH CAROLINA DEPARTMENT OF TRANSPORTATION BEFORE INSTALLATION.
MN•-•"."•"•"•"•"••.••. ••
MINIMUM
6Lp ........................SIXTY PENNY NAIL SET
Q
REFER TO GEOTECHNICAL ENGINEERING REPORT PREPARED BY BOYLE CONSULTING ENGINEERS.
MCNO..... "._ ....................MONOLITHIC
-•--•--.--.--.--.--.--...FOOT
"
LL fi�nn"
�.+1
ANY WORK WITHIN THE CITY'S RM THAT REQUIRE$ CLOSURE OF A SIDEWALK OR TRAVEL LANE MUST BE
Mn'"'"'"'"'"'-'--'--'--'--'--'-MILES
PER HOUR
.............................INCH
_
6
APPROVED BY THE TWIN OF WAXHAW AND WILL REQUIRE A R1W USE PERMIT OR RM LEASE DEPENDING
MTL""""'---""""""""""METAL
LLI LL
MAIL BOXES:
UPON THE PROPOSED DURATION OF CLOSURE. THESE APPROVALS ARE IN ADDITION TO SITE APPROVALS
".----.-._._ .. .. .. .. ..
-- - � � � �
� �
...NORTHRUORTHING
J G L1_I LLI
AND SHOULD BE COORDINATED WITH THE TOWN OF WAXHAW PRIOR TO CONSTRUCTION. CONTRACTOR
c-
�
- THE CONTRACTOR SMALL RELOCATE ALL MAIL BOXES AS REQUIRED BY SECTION 107.11 OF THE NCDOT
STANDARD SPECIFICATIONS FOR ROADS AND STRUCTURECOORDINATE THIS WORK WITH THE U.S.
SHALL CONTACT THE TOWN OF WAXMAW AT LEAST 5 BUSINESS DAYS PRIOR TO BEGINNING WORK FOR
IMPACTS LESS THAN 30 DAYS, CONTRACTOR SHALL CONTACT THE TOWN OF WAXHAW AS SOON AS
ILL
U
POSTAL SERVICE.
POSSIBLE FOR IMPACTS THAN30 DAYS. EVERY FFORT SHALL BE MADE TO CONSTRUCT
O C
IMPROVEMENTS WITH MINIMAL IMPACEATER
TO DRIVERS AND PE
FENCES:
THE DEVELOPER SMALL CONTACT THE TOWN OF WAXMAW TO IDENTIFY ANY CONFLICTS WITH TRAFFIC
SIGNALIZATION EQUIPMENT. 60-SO DAYS WILL BE REQUIRED TO COORDINATE RELOCATION. DEVELOPER
,
U a-
THE CONTRACTOR SHALL REMOVE AND RESET FENCE$ AS NOTED ON THE PLANS AND7OR AS DIRECTED
SHALL BE RESPONSIBLE FOR ALL RELATED RELOCATION COST ANDAOR ANY REPAIR COST CAUSED BY THE
W D_
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BY THE ENGINEER.
CONTRACTORIDEVELOPER
C
31
SIDE SLOPES:
DEVELOPER TO CONTACT THE TOWN OF WAXHAW DURING SITE PLAN PREPARATION TO DISCUSS STREET
3
t LIMITS OF PROPOSED SLOPES ARE INDICATED IN THE PLANS, DETAILS AND STANDARD DRAWINGS, THE
LIGHTING REQUIREMENTS, IF ANY, FOR THIS PROJECT. COORDINATE WITH DUKE ENERGY AND THE TOWN
WAXMAW AS NEGE55ARY TO DETERMINE LIGHTING LEVELS, LIGHTING AND REQUIREMENTS FOR
below.
SIICET WmSER
MAXIMUM SLOPE SHALL NOT EXCEED A3:1 (HORIZONTAL 7O VERTICAL) UNLESS DESIGNATED BY THE
ENGINEER, A CUT SLOPE OF 2:1 MAXIMUM WTH ILL BE USED ONLY AS DIRECTED BY E ENGINEER,
OF LAYOUT
INSTALLATION
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Note: Invert Elevations indicated are for Bid Purposes only and shall not be used for project construction stakeout
See "Standard Specifications For Roads and Structures, Section 30Da".
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+ R �y • - - - _ Npri `\� �1�' 1,' �, 1. CONTRACTOR TO FIELD VERIFY EXIST
I MATERIAL, AND PIPE CLASS PRIOR TON ORDER G FITTINGS AND PIPE
RAISE MH TO GRADE PER S h>'1 $*fib• ' 2. ALL NEW WATER LINE SHALL BE RESTRAINED JOINT-
Y-'�0'_
� i1CPW STANDARD$ iA�,5DE � C � 1 � 3. VERIFY EXISTING VALVES ARE COMPLETELY CLOSED PRIOR TO REMOVING CAPS
OR PLLGS.
4. AL WATER MAINS AND SERVICES AND THEIR TESTING TO EE CONSTRUCTED NGRT
AND COMPLETED IN ACCORDANCE WITH UNION COUNTY PUBLIC WORKS ILICPW} N
1^ Eyfi 1.1 1 STANDARDS.
�� & F_ , $• -� , � 1 I'N'�''`tl 1 RAISE MH TO GRACE PER 5. ADJUST ALL MANHOLE RIMS TO GRADE PER VCPW STANDARD SPECIFICATIONS
1 _ ,
DCPW STANDARDS, AND DETAILS-
JI, A`I '1 MAY REQUIRE INSTALLATION
OF ADDITIONAL MH RISER GRAPHIC SCALE IN FEET
IX�OQ 10 2
SECTION.
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PRESCQT C11�EN
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1 L7NECTTO
MOVE EXISTING WL I EX —ROMP EK�ROW �' F -�W ... n .��:.... ____
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STA•o.oB.oD ,- 1 r ` ' H 8 579 WAY
1 1 1 RJSTRLL 266l: RESTRAINED JOIur L�
COSTING3 WATER LINE ' 11 1\ \, \ ll NCH, DIP WATER LINE 1 -1 . 3P „I...• Sao
1 1 1 soe� soE Soy �soeJJ � 1 1
1 - ,
SPOU 5 R.ESSICA ARA. -F AND 1 , L'• 1 , " j 1 1 STA:2.65.63 W—
SPOUSE, 1ES31CA AL.CAPTCA RA
CONNECT TO EXISTING WATER LINE
' COB � PC 010 [A oe SB]], Pc TIS 1 1 �#a \ I, 1
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PWSE 1,"w (A 1
_ CUH L RE 566 1 L +M I +T�' , , RIM ELEVATION UNKNOWN. IF RIM OR PLUG AND 2-INCH BLOW OFF AND
Pyl(FL py165i90 11 1 �' 11 e ' , ELEVATION IS LESS THAN 100 YR FLOOD VENT PIPE ASSEMBLY-
5 fnD[ 1 pEt screw 1 , 'F 1 ELEVATION Of 501A1 FT. CHANGE
- 1 fM PRESMT LiD1 PAWPY ?ate:- 5 P e1(LL) UL1I PXiKWAr 1 1 , ' 1 MANHOLE TO WATERTIGHT FRAME AND
RNNW, -3 BRD[C0) A1
1 COVER WITH MECHANICAL LOCKING 110
AND VENTING AS NECESSARY-
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PROFILE - WATER LINE
WATER AND SEWER MATERIAL SUMMARY
ITEM
OTY-
W RESTRAINED JOINT DUCTILE IRON PIPE
266 LF
MH RIM ADJUSTMENT -RAISE TO GRADE
2 EA
WATERTIGHT MH FRAME AND COVER WITH
MECHANICAL LOCKING LIDS (VENTS IF NECESSARY)
1 EA
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NOTES:
ALL CONCRETE- 3p0O PSI
ALL STONE = NCO 0 T. NO. 67
STANDARD DETAIL
UNION COUNTY Pl�ll[ WORM DEPARTMENT [[]] a
UNION COUNTY, M(. PIPE B E D D I N C DATE:
71.1T-06
UNDISTURBED EARTH
12" L
N:RETE
DITCH
1ANK
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CONCRETE I
j(/ / Dli(H BANKS W y •� EDI i uk!�
PLAN 45' BENDS DITCH
'.L5090'.221/2'.11112' BANKS 1"
PLAN TEE
*ZIUIET.E,
CONTRACTOR SHALL USE TIE RODS TO SHIM AS NECESSARY
SECURE VERTICAL BENDS
ITCH NTT OM DIT(H
BOTTOM
TURBED
EARTH MIN I V?CU YD
UNDISTURBED EARTH OFCOH(RETE
ELEVATION AT FITTINGS
VERTICAL BEND
'I DN COUNTY PUBLIC WORKS DE PAR THEN STANDARD DETAIL 1
UNIOM COUNTY, N.C. THRUST BLOCK
TAMP IN 5' - 12" LIFT
AF CAREFULLY COMPACTED
SELECT HACK FILL 1 FT.
g•
B• ABOVE TOP OF PIPE
HAND TAMP EARTH
T
NOTE
MINIMUM COVER IS 36"
2' PVC SDR 21(200 PS11
,11- PVC SDR 16
12" OR LARGER DIP
DIG OUT FOR BELL
IA ND STONES LARGER THAN 9 67 STORE
SHALL BE USED IN SELECT BACKFILL
UNION COUNTY PUBLIC WORKS DEPARTMENT
STANDARD DETAIL
(j�'�]
jj'�'�
UNION COURTY. N.C.
' n L�
WATER
YV A T L R T R E I V C I I
8
B
1- 4
ANCHORAGE SCHEDULE
®���®
THRUST BLOCK DIMENSIONS BASED ON SOIL BEARING CAPACITY
THRUST BLOCK DIMENSIONS BASED ON SOIL BEARING CAPACITY
OF 2000 P.S.F. AND A WATER TEST PRESSURE OF 150 P.S.I. sIZFS OF THRUST
BLOCKS MAY BE REVISED BY THE ENGHEER WHERE BE ARING CAPACITY
OF SOIL VARIES.
PROVIDE TAR PAPER JOINT BETWEEN CONCRETE THRUST BLOCK AND
PORT[OH OF PIPE HEHG AN[HORED.
ALL CONCRETE THRUST BLOC%S SHALL BE 2500 915.1 CONCRETE.
MAXIMUM VERTICAL DEFLECT ION SHALL BE 21 112'.
JOINTS SHALL REMAIN FREE OF CONCRETE FOR IESPECTION, REPAIR DR
REPLACEMENT OF JOINTS.
UNION COUNTY PUBLIC WORKS DEPARTMENT
STANDARD DETAIL
I
UNION COUNTY, NC.
THRUST BLOCK SPECIFICATIONS
NAA.
11-17- 6
a
SLEEVE -LONG PATTERN
a I TAPPING PLUG
� rRESTRAINT VALVE
1' f/
I I
I 1
1I
ISi1NG VALVE f� 54 LF RESTRAM T JT
E$
LENGTH OF STUB
VARIES ISEE NOTE 71 NEW WATERMAIM
METER &-- rOkHECTOR
RP2
2" GATE
VALVE
GENERAL NOTES:
D1 INSTAL CONNECTOR lINf FROM E105iHG BLOW OFF As$EM81Y TO NEW
MAIN FOR FILLING, Ff3TNKi AND sTEAA121NG NEW MAIN.
(2] CONNECTOR LINE i0 BE ASSEMBLED WITH AP2 AND METER BY CONTRACTOR
AM i0 BE OPERAiiO AND INDEPENDENT OF EXISTING MAIN
13] BLOCKING ON E%ISTIHG LIRE HOi i0 BE DISTURBED
f61 FINAL CONNECTION TO EICISTIHG RAIN TO BE HapE ONLY AFTER TOTAL
PROJECT 15 ACCEPfEp BY UNION COUNTY PUBLIC WORKS
[S] YALVES ON EXISTING SYSTEM i0 BE OPERATED BY UCPW FARCES ONLY.
R.] ONLY ONE (ONNECTIOPI WILL BE ALLOWED BETWEEN THE EXISTING SYSTEM
ANDTHENEW COHSTRV(TION UNTILTESTING AND DISINFECTION IS COMPLETE.
C71 6' OF 8' DIAMETER PIPE; lO LF OF STUB, 17' OR 16' DIAMETER PIPE= ip !F OF STUB
STANDARD CETAIL
JUMPER CONNECTION
S�T�;
DATE:
ANION[OUHiYPuBlI[WORK SDEPARTHEHi
UNION COUNTY, H.C.
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1. ALL CASTINGS TO BE FREE FROM SAND HOLES. HD PLUGGING ALLOWED. 1' 1U VL" ��
2. MACHINE ALL CONTACT SURFACES BETWEEN RING AND COVER. 6 318" �� 2 011T"
3 PROVIDING VENT HOLES IN COVER, I' [HA. TAPERED TO 1-118" OR 1�c
REVERSE SIDE-
4, ry48HUry WEIGHTS: COVER - 1T0 LBS. BRIG -190 L85. 2' _ g 1Y;-
5- ALL MANHOLE RINGS OUT OF ROAD RIGHT OF WAY SHALL 8E BOLTED
lITCI MANHOLE WITH 518" DIAMETER RWE( SDLi STUp AHCHBR "STEM. IU.S. FDUCEpRY - fi89. VULCAH - 138i DR EDl]ALi
HILTI BRAHp OR APPROVED E6UAL.
[LN�ON CDUMTY PUBLf[ W[Ht1C5 OEPARTHEVi
HDH
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RYAN PAUL BARKIE•Y AND PRESCOT HOMEOWNERS ■
tiPrNJSE ELIZiBETH ANN B ASSOCIATION. INC. 1 1
DB 12a9- pL 759 OB 6029, PC fat 1 ■ 1
LOT 93. PRESCOT $OKWIQN, 1 C011YE14 " SPJLE, 1 ■ 1
PHr6E II, 14P HI PRE9:0T SL®M113Kr1, PN1Y ti WP NI 1 1 1
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RIPARIAN SEED MIX (30 Ibs/acre)
COMMOM NAME
BOTANICAL NAME
PERCENT MIX
SLACKEYED SUSAN
RudBackia hirfa
25
SOFT RUSH
Juv w Dfj9Asn s
15
DEERTCNCUE
Ranicum dandesfinum
10
PARTRIDGE PEA
Chamascresta jlas>^icvlala
10
PENNSYVALNIA SEDGE
Camz pensymnica
5
RIVER OATS
Cbnsm dhium tatifb4iu
5
BROOMSEDCE
And"pagm virginicus
5
GOLDEN TICKSEED
CPrevpsis tinctaria
5
LITRE BLUESTEM
Schianchyrium scaparium
5{
SWITCHCRASS
Planicum virgafum
5
$IDEOAIS GRAMA
B6vt89ova curtipendvla
10
GRAPHIC SCALE IN FEET
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CONTRACTOR TO DIVERT CLEAN WATER 1 1
AROUND WORK AREA AND DISCHARGE 1 ■
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2) ALL DISTURBED CHANNEL BANKS TO BE PLANTED WITH RIPARIAN SEED MIX-
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1- DISTANCES BASED ON POSTED SPEED LIMIT OF 25 MPH AND BEING
TOWN MAINTAINED.
2. TEMPORARY DRIVEWAY TO DE REMOVED UPON COMPLETION OF
PROJECT. CONTRACTOR TO RETURN DISPURSED AREA TO ORIGINAL
OR BETTER CONDITION.
3. TEMPORARY DRIVEWAY MUST BE REMOVED WITHIN 3 DAYS AFTER
CONSTRUCTION HAS SEEN COMPLETED.
4. CLEAR SITE DISTANCES DETERMINED BY LIDAR CONTOURS.
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D ..Sig. Envelope ID: 9C3101375-7C19499-AFCBE26 M5AE65
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V-6' STANDARD CURB AND GUTTER A B
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SLOPE FOR VARIARLEVARI
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LAND DEVELOPMENT STANDARDS STANDARD CURB AND GUTTER
A B C
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Z TYPE OF PIPE TO BE USED IS 1-5/0' MAX. 04. BLACK IRON, LOW CARBON PIPE OR GALVANIZED.
3. ALL JOINTS TO IWE A 1/2, FILLET WELD AT ALL aOINTS.
4, AFTER INSTALLATKN PANT ti MBLY WITH 13 X HILL WEATHER ENAMEL
5. SEE DETAIL 701.1 FOR WI&WM$
NOT TO SCALE
TOWN OF WAXHAR
LAND DEVELOPMENT STANDARDS SAFETY RAIL
PLAN VIEW
T In'
SECTION A -A SECTION R-R SECTION C-C
NOTES:
1. TMWVnCN M HOT TO BE LOCATED 7 THE OURS RADIUS.
NOT TO SCALE
TOWN OF RAXRAII CURB TRANSITION
LAND DEVELOPMENT STANDARDS
2'6" CURB AND GUTTER 7p 2'-0" VALLEY GUTTER T nn 1
WARRANTS
GTANDARD SAFETY RAIL (STD. "A) SMALL BE HSFALLED
UNDER ANY OF THE FOLLOWING CIRCOMSTANM IN
BOTH NEW
CONSIN MN AND N RETRCFMNG OR RECONSTRUCTION OF
E)OSTING ROADWAYS OR SEES:
1. WHEN THE CULVERT CROSSNG DETAIL APPLIES.
2. IF TITRE IS A TWO FOOT OR CREATER DROPOFF WTHIN 2
FEET OF TH EDGE OF THE SIDEWALK (SSE DACRAM A).
3, IF TITRE IS A 1-FOOT OR LARGER DROPOFF DIRECTLY
AOUAOENT TO WE SIDEWALK EDGE (SEE DAGRAM B)-
•. AT THE TOP OF ANY DROPOFF WITHIN THE PEDESTRIAN
CLEAR ZONE OR WHERE PEDESTRIANS CAN REASONABLY BE
PTpECTED IN THE VICINITY.
5. AT WE DIRECTION OF DEVELOPMENT SEWCES STAFF BASED
ON FIELD CONORIONS.
DEFINII)ONS
• DROPOFF -- A SLOPE OF 2A OR SIEFPEER. D"PLES
NLLuDE HEADWALLS, RETAINING WALLS, AND C
ULVERTS -
PEDESTRIAN CLEAR LONE -- 10 FEET OF ANY COMBINATION
OF NDEWALK, SLOPE. AND SHOULDER SLOPED AT 8:1 OR
RATTER. SIDEWALK DOC NOT NEED TO BE PRESNT-
• SIDEWALX FOR PURPOSES OF THIS VANOARD, THE TERTJ
SDEWALK' IS USED CEWERK:ALLY AND SHALL MEAN ANT
PATH OR SURFACE TO BE USED FOR BICIDLE AHD/OR
PEDESRRAm TRANSPORTATON. E*bWUS INCLUDE, BUT ARE
NOT LIMITED TO, SIOEWALKS. BIKE PATHS, STARED -USE
PATHS. PEDESTRNR PATHS, AHD GREENWAYS.
TO" OF WAXHAV
LAND DEVELOPMENT STANDARDS
II
SAiE<Y RAIL
12�.IEII'��
2 FT.
OR
SICE.WKN
GREATER
DIAGRAM A
SLOPED DROPOFF AT BOCK OF SIDEWALK
• IF VERTCAL 0RCPOFF IS LW THAN
S&FLT• PAIL
Imo- SN-ET+' RLL WY KOT BE
THE EDGE 0'
SOEWALN MUST X v ED WOH 6'
10' PART
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DROPOFF IN NCH DIRECTOR ALOHD
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YERTMAL ORDPOFF AT &ION OF SIDEWALK
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507.90 $Q7.80
PROPOSED GRADE PROPOSED GRADE PROPOSED GRADE ],
�503.30 503.30 502.50
27'-D' H 9'-z I• 27'-0' H 9'-4 I}"
CONSPAY CONSPAN
t95. SS 4��. SS 495.35 495.35
494.35 4 44.35 1
1
E CLASS I RIP -RAP CLASS I RIP -RAP
ROCK TOE CLASS I RIP -RAP ROCK TOE CLASS I RP -RAP
_ FOOTER BY OTHERS FOOTER BY OTHERS
HELL GRADED MIX OF CLASS I RIP -RAP AND NATIVE WELL GRADED MIX OF CLASS I RIP -RAP AND NATIVE
PRECAST CON TECH FOOTERS CHANNEL MATERIAL USED AS FILLER IN CULVERT PRECAST CON TECH FOOTERS CHANNEL MATERIAL USED AS FILLER IN CULVERT
HWA (FACING DOWNSTREAM
NOT TO SCALE
HEADWALL DETAIL
HW-2 (FACING UPSTREAM)
NOT TO SCALE
NOTES:
ASSUMED LIVE LOAD.............................................................HL-93
DESIGN FILL HEIGHT.............................................................8 FT. MAX.
MAXIMUM ALLOWABLE SOIL BEARING PRESSURE ................2,000 PSI
I. CONTRACTOR SHALL DESIGN AND PROVIDE PRECAST REINFORCED CONCRETE CULVERT AND wNGWALLS IN ACCORDANCE WITH SPECIAL PROVISIONS.
2. FOR GEOTECHNICAL INFORMATION, SEE GEOTECHNICAL REPORT FROM BOYLE CONSULTING ENGINEERS DATED DECEMBER 13. 2D18. THE REQUIRED NET
ALLOWABLE BEARING CAPACITY AND BEARING CONOITONS NOTED IN THE REPORT SHALL BE CONFIRMED PRIOR TO THE PLACEMENT OF THE PRECAST
CULVERT.
3. SEE SHEET 6 FOR CULVERT PLAN. SEE SHEET 8 FOR CULVERT PROFILES.
4• THE CONTRACTOR SHALL STAKE OUT THE LENGTH OF CULVERT FOR ENGINEER RENEW PRIOR TO ORDERING PRECAST.
5. PRECAST CULVERT SHALL BE DESIGNED TO ACCOMMODATE 1/2" DIFFERENTIAL SETTLEMENT AT JOINTS.
6. CONTRACTOR SHALL MAINTAIN THE ALIGNMENTS OF THE PRECAST CULVERT SECTIONS DURING BACKFILL.
7. CONTRACTOR SHALL INCLUDE DETAILS FOR 3" DIA. WEEP HOLES AT 10 FT. MAX. SPACING IN SHOP DRAWINGS. THE WEEP HOLES SHALL BE
APPROXIMATELY 6" ABOVE NORMAL STREAM FLOW. #78 STONE FILLED POROUS BAGS SHALL BE PLACED IN FRONT OF EACH WEEP HOLE.
CONTRACTOR MUST VERIFY INFORMATION PROVIDED.
S. ANY TEMPORARY SHORING REQUIRED FOR THE CONSTRUCTION OF THE CULVERT SHALL NOT BE PAID FOR AS A SEPERATE ITEM, BUT SHALL BE
INCIDENTAL TO OTHER CULVERT QUANTITIES.
9. TOP BEVELED EDGES TO BE 0.D42 OF THE BOX CULVERT HEIGHT AND SIDE BEVELED EDGES TO 8E 0.042
OF THE BOX CULVERT HEIGHT.
NOT TO SCALE
Q31
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NONWOVEN CEDTE%TILE FABRIC, TYP.
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PROJECT SPECIAL PROVISIONS
y
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�•_
GRADATION OF 1"-12' RIP -RAP, AND
COIR FIBER APPROXIMATELY 10% STICKS, BRANCHES
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TOP OF
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Y 0000
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OR FWSIi WITH BANK
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! 8"-12' DIAMETER LOG
BOULDERS TO BE BURIED
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OR GRAOING DH PLAN
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THE BANK
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POOL EXCAVATED PER PROFILE OR
A
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VARYING HEIGHTS 0,2' TD
DIRECTION OF ENGINEER WRAP 0,2' UP TOE OF SLOPE
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PLAN VIEW
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FIFFLE 9ECTKM
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D3

D ..Sig. Envelope ID: 9C310D75 M9499-AFCBE263 M68 65
S
m
8
9
I (31
ao
6 NOTES:
3 1, USE SILT FENCE ONLY WHEN CE
DRAINAGE AREA DOES NOT
i y1IN,� EXCEED 1/4 ACRE AND NEVER LE FABRIC
n IN AREAS OF CONCENTRATED
TOP OF BANK G 1 2 � FLOW. a .p ,2. END OF SILT FENCE NEEDSTO BE TURNED UPHILLGRADE O
G.SEDIMENT CONTROL STRUCTURAL STONESTREAM BED STONE (#5 OR #57) (5"-12- RIP RAP)MIN. COVER
FRONT VIEW CROSS SECTION R SKIRT•HOR SKIRT AS
DIRECTED BY ENGINEER -
SIDE VIEW
8 6
A x
5 a
E MAINTENANCE: S' MAX, W/o SWRE
INSPECT CHECK DAMS AND CHANNELS AT VARIABLE AS DIRECTED BY ENGINEER
.Y JAST WEEKLY AHD AFTER EACH SIGNIFICANT
o ➢ C} INCH OR [ATER) RAINFALL EVENT AND
REPAIR IMMEDIATELY" CLEAN OUT SEDIMENT, C) w o
STRAW, LIMBS, OR OTHER DEBRIS THAT rid a
COULD CLOG THE CHANNEL WHEN NEEDED. MAINTENANCE:
ANTICIPATE SUBMERGENCE AND DEPOSITION SILT FENCE FABRIC i
N INSPECT SEDIMENT FENCES AT LEAST ONCE R
ABOVE THE CHECK DAM AND EROSION FROM INSTALLED TO SECOND
5 HIGH FLOWS AROUND THE EDGES OF THE DAM YARE FROM TOP KEEN AND AFTER EACH RAINFALL. HARE ANY
i
CORRECT ALL DAMAGE IMMEDIATELY. IF GRADE REQUIRED REPAIRS IMMEDIATELY" k+ }
m SIGNIFICANT EROSION OCCURS BETWEEN DAMS, _ _
ADDITIONAL MEASURES CAN BE TAKE SUCH SHOULD THE FABRIC OF A SEDIMENT FENCE = F s m AS,THINSTALLINGPDR LION A PROTECTIVE RIPRAP LINER �,I COLLAPSE, TEAR, DECOMPOSE, OR BECOME "
IN AT OF THE CHANNEL INEFFECTIVE, REPLACE IT PROMPTLY-
TOP
'yJ r
e $ TOP OF BANK ((PRACTICE fi.31, RIPRAP-LINE AND PAVED FABRIC 8" DOWN AND 4"
BASE OF NELS) FORWARD ALONG TRENCH REMOVE SEDIMENT DEPOSITS AS NECESSARY"' _
STREAM TO PROADE ADEQUATE STORAGE VOLUME FOR
i I REMOVE SEDIMENT AOMMULATED BEHIND THE THE. NEXT RAIN AND TO REDUCE PRESSURE S p
DAMS AS NEEDED TO PREVENT DAMAGE TO ON THE FENCE. TAKE CARE TO AVOID
TOP VIEW CHANNEL VEGETATION ALLOW THE CHANNEL UNDERMINING THE FENCE DURINC CLEAN OUT. o
- 70 DRAIN THROUGH TFiE STONE CHECK DAM, REMOVE ALL FENCING MATERIAL AND ` -
AND PREVENT LARGE FLOWS FROM CARRYING FRONT VIEW UNSTABLE SEDIMENT DEPOSITS AND BRING Y
SEDIMENT OVER THE DAM" ADD STONES TD THE AREA TO GRADE AND STABILIZE IT AFTER
- DAMS AS NEEDED TO MAINTAIN DESIGN THE CONTRIBUTING DRAINAGE AREA HAS BEEN oo
HEIGHT AND CROSS SECTION. PROPERLY STABILIZED.
Y _ FOR REPAIR OF SILT FENCE FAILURES, USE Na 57 STONE
L FOR ANCHOR WHEN SILT FENCE IS PROTECTING CATCH BASIN.
al ` =��0r1�44,lEvS�_SLl1-0�(�j�� s
TEMPORARY ROCK SILT CHECK/CHECK DAM TEMPORARY SILT FENCE 7w�
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- NOTES:
1, BOTTOM TWO ROWS OF MATTING ON EACH BANK WALL BE 700 MAINTENANCE:
GRAM OR EQUIVALENT, ALL MATTING ABOVE CAN BE 400 J
GRAM OR EQUVALENT 1" INSPECT ALL EROSION CONTROL MATTING PERIODICALLY, AND
AFTER RAINSTORMS TO CHECK FOR DISLOCATION OR FAILURE.
Y WHEN EROSION IS OBSERVED, APPLY ADDITIONAL MATTING, IF
E WASHOUT OCCURS. REPAIR THE SLOPE AND/OR GRADE.
INlpECI'10N5 I.IANTIL VEGETATION IS FIRMLIY ESTABLISHED.
J_
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INSTALLATION GLJIDF FOR EROSION CONTROL MATTING ON STREAM BANKS
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PERMANENT SEEDING
OVERALL SITE SEEDING. SPRIGGING. AND SODDING
SEED ALL DISTURBED AREAS IN ACCORDANCE
WITH LAWNS AND GRASSES SPECIFICATOIS AND
L104 (SODDING AND SPRIGGING PLAN).
NCDEQ STABILIZATION AND INSPECTION REQUIREMENTS
Not to SC*
PREPARE SEEDBED BY RIPPING, CHISELING,
HARROWING, OR PLOWING TO DEPTH OF SIX
INCHES SO AS TO PRODUCE A LOOSE, FRIABLE
SURFACE. REMOVE ALL STONES, BOULDERS,
STUMPS, OR DEBRIS FROM THE SURFACE WHICH
WOULD PROHIBIT GERMINATION OR PLANT
GROWTH"
INCORPORATE INTO THE SOIL MO TO 1,000
POUNDS OF 10-10-10 FERTILIZER PLUS 500
POUNDS OF 20—PERCENT SUPERPHOSPHATE PER
ACRE AND TWO TONS OF DOLOMITIC LIME PER
ACRE UNLESS SOIL TESTS INDICATE THAT A
LOWER RATE OF LIME CAN BE USED.
SEED AREA AND INSTALL EROSION CONTROL
MATTING PER MANUFACTURER'S DETAIL.
MULCH AFTER SEEDING LWTH 1"5 TONS OF GRAIN
STRAW PER ACRE AND EITHER CRIMP STRAW INTO
SOIL OR TACK WITH LIQUID ASPHALT AT 400
GALLONS PER ACRE OR EMULSIFIED ASPHALT AT
300 GALLONS PER ACRE.
PERMANENT SEEDING (NON —RIPARIAN)
SEEDING MIXTURE
"COOL SEASON" SEPTMESER 1 — FEBRUARY 28
SPECK RATE At>/ACREI
SOFT RED WINTER WHEAT 50
RIVIERA BERMUDA (HULLED) 25
RIVIERA BERMUDA (UNHULLED) 25
'WARM SEASON' MARCH 1 — AUGUST 31
GERMAN. BROWN TOP, 50
OR FOX TAIL MULLET
RIVIERA BERMUDA (HULLED) 50
'SEE SHEET 13 FOR RIPARIAN SEED MIX
TEMPORARY SEEDING
LATE 1WNTER/EARLY SPRING
SEEUNNO MIXTURE
RYE (GRAIN) 120
ANNUAL LESPEOEZA (KOBE IN
KOREAN IN MOUNTAINS) 50
OMIT ANNUAL LESPEDEZA WHEN DURATION OF TEMPORARY
COVER 1S NOT TO EXTEND BEYOND JUNE.
SEEDING DATES
MOUNTAINS — ABOVE 2500 FT: FES- 15 -- MAY 15
BELOW 250G FT: FEB. 1 — MAY 1
PIEDMONT — JAN. 1 — MAY 1
COASTAL PLAIN—OEC. 1 — APR. 15
SOIL AMENDMENTS
FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,000
Ib/ACRE GROUND AGRICULTURAL LIMESTONE AND 750
Ib/ACRE 10-10-10 FERTILIZER.
MULCH
APPLY 4,000 Ib/ACRE STRAW. ANCHOR STRAW BY TACKING
NTH ASPHALT AT A RATE OF 0.10 GALLONS PER SQUARE
YARD. NETTING SUCH AS LIGHTWEIGHT PLASTIC, COTTON.
JUTE, LWRE, OR PAPER NETS STAPLED OVER THE MULCH
ACCORDING TO THE MANUFACTURERS RECOMMENDATIONS. OR
A MULCH ANCHORING TOOL SUCH AS A DISK SET NEARLY
STRAIGHT.
MAINTENANCE
REFERTILIZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED,
REFERTLIM AND MULCH IMMEDIATELY FOLLOWING EROSION
OR OTHER DAMAGE,
TEMPORARY SEEDING
FALL
SEEDING MIXTURE
spmr,c RATE --tit,
.
RYE (GRAIN) 12C
PIEDMONT AND COASTAL PLAIN,
SEEDING DATES
MOUNTAINS—AUG. 15 — DEC. 15
COASTAL PLAIN AND PIEDMONT—AUG 15 — DEC 30
SOIL AMENDMENTS
FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2.000
Ib/ACRE GROUND AGRICULTURAL LIMESTONE AND LAIC lb/ACRE
Lo-10-10 FERTILIZER.
MULCH
APPLY 4,DG0 lb/ACRE STRAW. ANCHOR STRAW BY TACKING WITH
ASPHALT AT A RATE OF D10 GALLONS PER SQUARE YARD,
NETTING SUCH AS LIGHTWEIGHT PLASM COTTON, JUTE, WIRE, OR
PAPER NETS STAPLED OVER THE MULCH ACCORDING TO THE
MANUFACTURERS RECOMMENDATIONS, OR A MULCH ANCHORING
TOOL SUCH AS A DISK SET NEARLY STRAIGHT"
MAINTENANCE
REPAIR AND REFER11LI2E DAMAGED AREAS IMMEDIATELY. TOPDRESS
'NTH 5O LB/ACRE OF NITROGEN IN MARCH. IF IT IS NECESSARY
TO EXTEND TEMPORARY COVER BEYOND JUNE 15, OVERSEED WITH
50LB/ACRE KOBE (PIEDMONT AND COASTAL PLAIN) OR KOREAN
(MOUNTAINS) LESPEDEZA IN LATE FEBRUARY OR EARLY MARCH.
TEMPORARY SEEDING
SUMMER
SEEDING MIXTURE
GERMAN MILLET 40
IN THE PIEDMONT AND MOUNTAINS, A SMALL —STEMMED
SUOANGRASS MAY BE SUBSTITUTED AT A RATE OF 50
Ib/ACRE.
SEEDING DATES
MOUNTAINS —MAY 15 — AUG. 15
PIEDMONT —MAY 1 — AUG- 15
COASTAL PLAIN —APR. 15 — AUG. 15
SOIL AMENDMENTS
FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,OOD
lb/ACRE GROUND AGRICULTURAL LIMESTONE AND 7501b/ACRE
10-10-10 FERTILIZER.
MULCH
APPLY 4,000 lb/ACRE STRAW. ANCHOR STRAW BY TACKING
WITH ASPHALT AT A RATE OF GAG GALLONS PER SQUARE
YARD, NETTING SUCH AS LIGHTWEIGHT PLASTIC, COTTON, JUTE,
WIRE, OR PAPER NETS STAPLED OVER THE MULCH ACCORDING
TO THE MANUFACTURERS RECOMMENDATIONS, OR A MULCH
ANCHORING TOOL SUCH AS A DISK SET NEARLY STRAIGHT.
MAINTENANCE
REFERTILIZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED,
REFERTIUZE, AND MULCH IMMEDIATELY FOLLOWING EROSION OR
OTHER DAMAGE.
SOIL STABILIZATION SHALL BE ACHIEVED ON ANY AREA OF A SITE WHERE LAND —DISTURBING ACTIVITIES
HAVE TEMPORARILY OR PERMANENTLY CEASED ACCORDING TO THE FOLLOWING SCHEDULE
ALL PERIMETER DIKES. SWALE& DITCHES. PERIMETER SLOPES AND ALL SLOPES STEEPER THAN 3
HORIZONTAL TO 1 VERTICAL (3: 1) SHALL BE PROVIDED TEMPORARY OR PERMANENT STABILIZATION WITH
GROUND COVER AS SOON AS PRACTICABLE BUT IN ANY EVENT LWTHIN 7 CALENDAR DAYS FROM THE
LAST LAND —DISTURBING ACTIVITY.
ALL OTHER DISTURBED AREAS SHALL BE PROVIDED TEMPORARY OR PERMANENT STABILIZATION NTH
GROUND COVER AS SOON AS PRACTICABLE BUT IN ANY EVENT SWTHIN 14 CALENDAR DAYS FROM THE
LAST LAND —DISTURBING ACTIVITY.
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LATERAL BUD A T SURFACE
INSTALL SPLIT DEAD STOUT
=
STAKES PER SPECIFICATIONS
EMPANSIO
BARK RIDGE -
RESTRAINT
PLANT NC To TOP
SIDE BRANCH _
°•
CF RIP RAP
REMOVED
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GROUND NOTES:
1" IF USING WOVEN COIR FIBER
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MULCH BENEATH MAT"
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LOW SEASONAL
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WATER TABLE
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LIVE STAKE DETAIL
LIVE STAKE (IN EARTH)
"
"
NOT TO SCALE
NOT TO SCN"E
WOODY VEGETATION - LIVE STAKING
COMMOM NAME
BOTANICAL NAME
SPACING
SILKY WILLOW
SALIX SENICEA
24' O"C"
SILKY DOGWOOD
LMRAIUS AmDmum
24" O.C.
ELDERBERRY
SAYBUCUS CANADENSI.S
24' O"C"
BUTTON BUSH
CEPFIALANTRUS OCC'IDENTALIS
24' O.C.
CONTRACTOR TO USE A MINIMUM OF 2 SPECIES WfTH NO ONE SPECIES N91M OF TOTAL STAKES"
CONTRACTOR TO INSTALLA TOTAL OF TWO ROWS OF LIVE STAKES ALONG THE TOE OF THE PROPOSED BANKGRADING.
LIVE STAKES ARE 11V TO V IN DIAMETER AND 1'-T IN LENGTH
BLACK WILLOW SPECIES ARE TO BE SPACED OUT AND NOT GROUPED
SECTION
GRAPE
1' RE BAR FOR SAG
REMOVAL FROM INLET
4
A
FILTERBAG
DUMPLOOPS DEFLECTOR
!t
CATCH BASIN
NOTES"
1. NLET MAIFITEmmOE SHALL BE DOCuNEHTEB N PROJECT LOC BOOK.
2 FILTER TYPES SHALL BE APPROIED BY THE CTY INSPECTOR PRIOR TO INSTALLATION.
] FILTER BAGS MAY BE REMOVED 'WHEN SITE IS STABILIZED AT THE DIRECTION OF THE
EMGNEER.
s" FILTER BAGS SHALL BE REMOVED MCA TO STREET ACCEPTANCE.
5" FILTER BAGS SHALL BE CLEANED OR REPLACED ON A REGULAR BASS (NOT BE MORE THAN
HALF FULL AT ANY TIM4
& FILTER RAGS SHALL NOT BE ALLOICO IN EMSTNG CITY OR DOT ROADS"
OUTLET
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LIVE STAKE
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A A
FLOW 'ON-4:_ nRr WpiK
WATER AREA
TOP OF
IMPERMOUS DIKE
PLATE UPSTREAM SIDE OF
IMPERVIOUS DIKE WITH
SANDBAGS, RIP RAP OR
OTHER NON -ERODIBLE
MATERIAL. 1 FOOT THICK
� O
= t _
U M
TRENCH IN FABRIC -
MIN. 1 FOOT
FILTER FABRIC PER -
SPECIFICATIONS
°
GEOTEXTILE DEWATERING
DIRT SAC WITH a
STABILIZED OUTLET,jE
BY-PASS PUMP OUTLET
©WATT ENERGY
DISSIPATOR, TYP.
TOP 1MIN- PLATE WITH IMPERVIOUS
3.O' MIN. POLYETHYLENE MEMBRANE,
MIL mlCK
2 ARAM
�1
DRY WORK
° AREA
EXSTING STREAM BED
CLASS I RIP RAP OR OTHER
`--- - APPROVED NON -ERODIBLE MATERIAL
�Z IMPERVIOUS DIKE Fa
WATER
A A
WELL }`
p PUMP N E GRADED MI
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-12
1 L
D IMPERVIOUS DIKE. TYP. J i
1
I`1Y
I��II ao�'1
�� {1
'EWATERRNG PUMP y
SEDIMENT LADEN
ITHIN WORK AREA
ya �
EDGE OFf—'
FLOODPLAIN, TIP.
DRY WORK AREA
2 TEMPORARY FLEXIBLE
PLAN PUMP HOSE, TYP.
p PUMP HosE
p
GRACE
FILTER FABRIC
SECTION A -A
B ENERGY DISSIPATOR PUMP OUTLET
FILL PORT WITH
INTERNAL STABILIZATION BAFFLE
r.Lr'rrr=n unm LaclvcrcnL rvu I ca
1. A WATER -INFLATED TEMPORARY CAM, OR
APPROVED EOUAI, SHALL BE USED FOR THE
COFFER DAM
2_ DYNAMIC WATER HEIGHT CONDITIONS SHALL
NOT EXCEED 751 OF THE PROPERLY FPU ED
HEIGHT OF THE BARRIER, 0.4 MAXIFACTUREI!
SPECIFICATIONS.
.j. THE CONTRACTOR SMALL PROVIDE SHOP
DRAWINGS OR MMUF*MtWEMS TECHNICAL
SPECIFICATIONS FOR THE COFFER DAM PFIOT
TO CONSTRUCTION.
4. THERE SHOULD BE A MINIMUM 7.O' OFFSET
MOM BETWEEN THE EOOY OF THE COFFER
DAM AMID THE STREAM BANK TO AVERT THE
STREAM BASE FLOW. THE CONTRACTOR SMALL
MRCREASE THIS WIDTH! AS NECESSARY TO
MXSURE THE SAFE PASSAGE OF STREAM
WATERS AROUND THE WORK AREA.
LIFTING LOG
(OPTIONAL)
THERMAL SEAL —
DRAIN WITH CAP
PUMP AROU
Na MCI scale
FILL PIPE
DRY WORK _
AREA
e
8�
_CRAW
WITH CAP
EXISTING MIN COFFER
STREAM WIDTH - 9.0'—
GRADE -
FILL PORT VATH CAP
DRAIN WITH CAP1
SIDE ELEVATION
JGLTU G NUL UI' UUN7I KUU I PUN t-QK I Y -'I UAL J I HLAM YVUNR ArcCA
1. CO MAOYDR SMALL DETERMINE A MOPOSD SIZE AND LOCATION OF GEOTE1TII_E DEwATER'NG DINT
BAG FDA APPROVAL BY THE ENGINEER PRIOR TO INSTALLATION.
2 INSTALL OEOTEXTILL DEWATERING D'RT BAG, AS APPROVED.
3CONNECT DEWATERING PUMP M GEOTE%TILE DIEWATERING BAG.
. INSTALL BYPASS PUMP AND DEWATERINC PUMP AND NECESSARY TEMPORARY FLEXIBLE HOSE.
4. PLACE UPSTREAM IMPERVIOUS DINE AND/OR COFFER DAMS TO ISOLATE THE WORK AREA. BEGAN
BYPASS PuEW NC FOR STREAM PUMP AROUND OPERATION.
5- PLACE DOWNSTREAM INPERVIOUS ONE FOR STREAM PUMP ARMND OPERATION. BEGIN GEWATERING
THE ISOLATED HL'YRK AREA, AREA TO BE DEMATERED SHALL BE EQUAL TO ONE DAYS WOR/O.
6 PERFORM STREAM REPAIR WORK IN AOCOROANC£ WIN THE PLANS.
7. EXCAVATE ANY ACCUMULATED SILT AND OEwATER BEFORE REMOVAL OF IMPERVIOUS DIKES MO/OR
COFFER SANS. REMOVE IMPERMOUS DINES, COFFER DAME:, PUMPS, AND TEMPORARY FLEXIBLE HOSE.
(DOWNSTREAM IMPERVIOUS DIKES COFFERDAM BRST}
B. PUMP AROUND AREA TO BE STABU ZED WMTH MATTING AT THE END OF EACH WORK DAY, THE
IMPERVIOUS DIKE LOCATIONS AS SHOWN ON THIS SHEET ONLY SHOW THE UPPER AHD LOWER EXTENT
OF WOM FOR EACH STREAM SEGMENT. THE CONTRACTOR IS RESPONSIBLE FOR DETERMINING THE
LOCATION OF THE IMPERVIOUS OKE(S) FOR EACH DAYS W
A REMOVE DIRT BAG AMID PROPERLY DISPOSE OF CAPTURED SEDIMENT AND DIRT BAG. STABIUZE
DISTURBED AREA WTH SEED AID MULCH.
I. ALL STREAM WORK TO BE PERFORMED 'IN THE DRY OUT OF STREAM FLOW EITHER BY
PUIF-MOUND OR STREAM OI VISOR WITH SILT CLRTAN.
2 UMPERIIDUS DIKES OR COFFER DAMS ARE TO BE USED TO ISOLATE WORK FROM STREAM FLOW..
A MAINTENANCE OF STREAM FLOW-ERATIONS SHALL BE NCIDENTA. TO THE WORK- THIS wCLU—
PUNPS AND HOSES.
4. LRADEO STREAM BANKS SHALL BE STAB'U2ED, WIN NATIING, PRIOR TO PREDICTED RAIN FALL
EVENTS, UNLESS ALL RAN EVENT FLOW CM BE PUMPED AROUND FOR PREDICTED EVENT.
5. PUMPS AND HOSES SMALL BE OF SUFFICIENT SZE TO DEWATER ME WORK AREA.
i REFER TO THE PRO.ECT SPECIFICATIONS FOR ADDITIONAL NOTES.
DAILY CONSTRUCTION AREA TO BE STABIILIZED BY THE END
OF THE DAY. MAY VARY IN SIZE FROM TOTAL WORK AREA,
EXISTING STREAM
An CHANNEL
A�
BYPASS PUMP OX
FOR CLEAN UPSTREAM _ Fa
CHANNEL BASE FLOW
7,d MIN. OFFSET
NDTH FROM BAN.
EXAMPLE OF PUMP -AROUND OPERATION
WATER SURFACE
ELEVATION [WISE] OF DIVERTED
STREAM BASE FLOW.
❑ i
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INTERNAL
STABILIZATION
BAFFLE
PIPE FILL PORT WITH
CAP, TYP
LIFTING LOOP
(OPTIONAL)
THERMAL SEAL
'RAIN WITH CAP
G EXAMPLE OF WATER FILLED COFFER DAM
N DETAILS
FILL PIPE
LIFTING LODE
(OPTIONAL)
SEWN IN SPOUT
PUMP DISCHARGE
HOSE
HIGH STRENGTH STRAPPING
FOR SECURING SPOUT TO
PUMP HOSE
T CURTAIN, TYP.
5Q SC
l
1 { EDGE OF
1k I�FLp00PLAIN. TYR
1 GEOTEXTILE DEWATERING
IDIRT BAG WITH STABILIZED
OUTLET. O
4 a
l
COFFER DAM OR
IMPERVIOUS DIKE, TYP.
a
a
h �
r WORK
1 AREA
EXISTING STREAM
TOE OF BANK, TYP,
TOP OF EXISTING
STREAM SANK, TYP. , •_r I
�JI
\ BASEsrgE.
FLOW
DEWATERING PUMP
FOR SEDIMENT LADEN WATER WITHIN
WORK AREA, IF NEEDED TO CREATE
A DRY WORK AREA
DAILY CONSTRUCTION AREA TO BE
STABILIZED BY THE END OF THE
DAY. MAY VARY IN 512E FIRM
TOTAL WORK AREA.
MINIMUM REQUIRED BASE _
FLOW WIDTH FROM TOE �..._
© OF SANK SLOPE_
EXAMPLE OF STREAM DIVERSION OPERATION
_ GEGTEXnLE �o Ld
DEWATERING FILTER
BAG to
FLOW I
STREAM DIVERSION AREA
SHOULD DE MOVED ACROSS
THE CHANNEL AS ANY
STRUCTURES THAT SPAN THE
CHANNEL ARE CONSTRUCTED
SO THAT IN -STREAM WORK
IS ALWAYS CONSTRUCTED 'PN
THE DRY"
1. OEDTE"I_E DEWAIMING DIRT BAG DIMENSIONS ARE VARIABLE AND DEPENDENT ON SPECIFIC STYE
CONSTRAINTS AND PROPOSED CONSTRUCTION OPERATIONS.
2. THE CONTRACTOR SHALL INSURE THAT THE DIRT BAG MS OF A SUFFGENT SIZE AND STRENGTH TO
PROPERLY OEWATER ME PUMP HOSE INFLUENT.
3. DIRT BAG $$MALL BE REPLACED MIEN FULL OF SINMENT OR WEN FLOW THFIOIGH BAG IS LIMITED
BY SEDIMENT ACCUMULATION.
4. IF GEOTEXTILE DEWATERING DIRT BAG MS PLACED MN EXISTING VEGETATED AREA AONACERT TO An _
UNDISIIARDEEP STREAM NO OUTLET MS REOURED (PRDFMRIEDl IF GEOTEXTILE DEWATMINO NRT
BM IS PLACED ON DISTURBED SOL THEM A STABEUIER OUTLET/CNAMEL HEEDS TO BE PROVIDED.
5. THE STABKIZED CUTLET WILL BE A MINIMUM OF 1' T CX AND CONSIST OF A WELL GRADED MIX OFF
1'-E' RIP RAP PER THE DIMENSIONS BELOW.. PLACE FILTER FARM BETWEEN THE RIP RAP AND
SOIL FOLMOARM THE STA8U2ED OUTLET WILL EXTEND FROM THE SPECIAL STILNG BASH TO
THE RANK OF THE CHANNEL BELOW THE WOW AREA
GEOTEXTILE DEWATERING
DIRT BAG -STABILIZE OUTLET
0-5' LAYER OF NCD07 PLAN VIEW NIGH STRENGTH DOUBLE AS NEEDED
NO. 57 STONE STITCHED "f TYPE SEAMS
0.5' LAYER OF
2� 3' RIP RAP 9 _i
GROUND EXISTING GROUND LENGTH RANGE
3:1 3:1 60-15-0'
GIRT BAG TO BE PIACEE ON O.S' STRERM BANK. PROVIDE STABILIZED
NON -WOVEN LAYER OF NCOOT NO, 57 STONE OUTLET TO STREAM CHANNEL
FILTER FABRIC 3.0 FEET
9ZTARII 17FT) Oil ITI FT SIDE VIEW
GEOTEXTILE DEWATERING DIRT BAG
1
Kaawwnac'S below.
Call before you dig.
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